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18321 31st Ave NE_PWD1083_2026
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Box 326 Arlington WA 98271 (360) 435-5551 FredPoyner@aol.com 12716 12/23/17 WWHM2012 PROJECT REPORT General Model Information Project Name: 21022 FRONTAGE MODEL july revisit Site Name: R&R Properties NW Site Address: 18321 31st Ave NE City: Arlington Report Date: 7/21/2017 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.200 Version Date: 2017/04/14 Version: 4.2.13 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year Low Flow Threshold for POC2: 50 Percent of the 2 Year High Flow Threshold for POC2: 50 Year 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 2 Landuse Basin Data Predeveloped Land Use Frontage Basin N. Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.107 Pervious Total 0.107 Impervious Land Use acre Impervious Total 0 Basin Total 0.107 Element Flows To: Surface Interflow Groundwater 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 3 Frontage Basin S. Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.107 Pervious Total 0.107 Impervious Land Use acre Impervious Total 0 Basin Total 0.107 Element Flows To: Surface Interflow Groundwater 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 4 Mitigated Land Use N. NPGIS Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.013 Pervious Total 0.013 Impervious Land Use acre SIDEWALKS FLAT 0.013 Impervious Total 0.013 Basin Total 0.026 Element Flows To: Surface Interflow Groundwater N. FC Trench N. FC Trench 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 5 N. PGIS Basin Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre ROADS FLAT 0.081 Impervious Total 0.081 Basin Total 0.081 Element Flows To: Surface Interflow Groundwater Flow Splitter N. Flow Splitter N. 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 6 S. PGIS Basin Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre ROADS FLAT 0.081 Impervious Total 0.081 Basin Total 0.081 Element Flows To: Surface Interflow Groundwater Flow Splitter S. Flow Splitter S. 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 7 S. NPGIS Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.013 Pervious Total 0.013 Impervious Land Use acre SIDEWALKS FLAT 0.013 Impervious Total 0.013 Basin Total 0.026 Element Flows To: Surface Interflow Groundwater S. FC Trench 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 8 Routing Elements Predeveloped Routing 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 9 Mitigated Routing Flow Splitter N. Bottom Length: 10.00 ft. Bottom Length: 10.00 ft. Depth: 10 ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Threshold Splitter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Primary(cfs) Secondary(cfs) 0.000 0.002 0.000 0.008 0.000 0.111 0.002 0.000 0.008 0.000 0.222 0.002 0.000 0.008 0.000 0.333 0.002 0.000 0.008 0.000 0.444 0.002 0.001 0.008 0.000 0.555 0.002 0.001 0.008 0.000 0.666 0.002 0.001 0.008 0.000 0.777 0.002 0.001 0.008 0.000 0.888 0.002 0.002 0.008 0.000 1.000 0.002 0.002 0.008 0.000 1.111 0.002 0.002 0.008 0.000 1.222 0.002 0.002 0.008 0.000 1.333 0.002 0.003 0.008 0.000 1.444 0.002 0.003 0.008 0.000 1.555 0.002 0.003 0.008 0.000 1.666 0.002 0.003 0.008 0.000 1.777 0.002 0.004 0.008 0.000 1.888 0.002 0.004 0.008 0.000 2.000 0.002 0.004 0.008 0.000 2.111 0.002 0.004 0.008 0.000 2.222 0.002 0.005 0.008 0.000 2.333 0.002 0.005 0.008 0.000 2.444 0.002 0.005 0.008 0.000 2.555 0.002 0.005 0.008 0.000 2.666 0.002 0.006 0.008 0.000 2.777 0.002 0.006 0.008 0.000 2.888 0.002 0.006 0.008 1000 3.000 0.002 0.006 0.008 1000 3.111 0.002 0.007 0.008 1000 3.222 0.002 0.007 0.008 1000 3.333 0.002 0.007 0.008 1000 3.444 0.002 0.007 0.008 1000 3.555 0.002 0.008 0.008 1000 3.666 0.002 0.008 0.008 1000 3.777 0.002 0.008 0.008 1000 3.888 0.002 0.008 0.008 1000 4.000 0.002 0.009 0.008 1000 4.111 0.002 0.009 0.008 1000 4.222 0.002 0.009 0.008 1000 4.333 0.002 0.009 0.008 1000 4.444 0.002 0.010 0.008 1000 4.555 0.002 0.010 0.008 1000 4.666 0.002 0.010 0.008 1000 4.777 0.002 0.011 0.008 1000 4.888 0.002 0.011 0.008 1000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 10 5.000 0.002 0.011 0.008 1000 5.111 0.002 0.011 0.008 1000 5.222 0.002 0.012 0.008 1000 5.333 0.002 0.012 0.008 1000 5.444 0.002 0.012 0.008 1000 5.555 0.002 0.012 0.008 1000 5.666 0.002 0.013 0.008 1000 5.777 0.002 0.013 0.008 1000 5.888 0.002 0.013 0.008 1000 6.000 0.002 0.013 0.008 1000 6.111 0.002 0.014 0.008 1000 6.222 0.002 0.014 0.008 1000 6.333 0.002 0.014 0.008 1000 6.444 0.002 0.014 0.008 1000 6.555 0.002 0.015 0.008 1000 6.666 0.002 0.015 0.008 1000 6.777 0.002 0.015 0.008 1000 6.888 0.002 0.015 0.008 1000 7.000 0.002 0.016 0.008 1000 7.111 0.002 0.016 0.008 1000 7.222 0.002 0.016 0.008 1000 7.333 0.002 0.016 0.008 1000 7.444 0.002 0.017 0.008 1000 7.555 0.002 0.017 0.008 1000 7.666 0.002 0.017 0.008 1000 7.777 0.002 0.017 0.008 1000 7.888 0.002 0.018 0.008 1000 8.000 0.002 0.018 0.008 1000 8.111 0.002 0.018 0.008 1000 8.222 0.002 0.018 0.008 1000 8.333 0.002 0.019 0.008 1000 8.444 0.002 0.019 0.008 1000 8.555 0.002 0.019 0.008 1000 8.666 0.002 0.019 0.008 1000 8.777 0.002 0.020 0.008 1000 8.888 0.002 0.020 0.008 1000 9.000 0.002 0.020 0.008 1000 9.111 0.002 0.020 0.008 1000 9.222 0.002 0.021 0.008 1000 9.333 0.002 0.021 0.008 1000 9.444 0.002 0.021 0.008 1000 9.555 0.002 0.021 0.008 1000 9.666 0.002 0.022 0.008 1000 9.777 0.002 0.022 0.008 1000 9.888 0.002 0.022 0.008 1000 10.00 0.002 0.023 0.008 1000 10.11 0.002 0.023 0.008 1000 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 N. WQ Trench N. FC Trench 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 11 N. WQ Trench Bottom Length: 42.50 ft. Bottom Width: 4.00 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 1.5 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 15.131 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 15.131 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.6 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.003 0.000 0.000 0.000 0.0178 0.003 0.000 0.000 0.007 0.0356 0.003 0.000 0.000 0.007 0.0533 0.003 0.000 0.000 0.007 0.0711 0.003 0.000 0.000 0.007 0.0889 0.003 0.000 0.000 0.007 0.1067 0.003 0.000 0.000 0.007 0.1244 0.003 0.000 0.000 0.007 0.1422 0.003 0.000 0.000 0.007 0.1600 0.003 0.000 0.000 0.007 0.1778 0.003 0.000 0.000 0.007 0.1956 0.003 0.000 0.000 0.007 0.2133 0.003 0.000 0.000 0.007 0.2311 0.003 0.000 0.000 0.007 0.2489 0.003 0.000 0.000 0.007 0.2667 0.003 0.000 0.000 0.007 0.2844 0.003 0.000 0.000 0.007 0.3022 0.003 0.000 0.000 0.007 0.3200 0.003 0.000 0.000 0.007 0.3378 0.003 0.000 0.000 0.007 0.3556 0.003 0.000 0.000 0.007 0.3733 0.003 0.000 0.000 0.007 0.3911 0.003 0.000 0.000 0.007 0.4089 0.003 0.000 0.000 0.007 0.4267 0.003 0.000 0.000 0.007 0.4444 0.003 0.000 0.000 0.007 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 12 0.4622 0.003 0.000 0.000 0.007 0.4800 0.003 0.000 0.000 0.007 0.4978 0.003 0.000 0.000 0.007 0.5156 0.003 0.000 0.000 0.007 0.5333 0.003 0.000 0.000 0.007 0.5511 0.003 0.000 0.000 0.007 0.5689 0.003 0.000 0.000 0.007 0.5867 0.003 0.000 0.000 0.007 0.6044 0.003 0.000 0.000 0.007 0.6222 0.003 0.001 0.000 0.007 0.6400 0.003 0.001 0.000 0.007 0.6578 0.003 0.001 0.000 0.007 0.6756 0.003 0.001 0.000 0.007 0.6933 0.003 0.001 0.000 0.007 0.7111 0.003 0.001 0.000 0.007 0.7289 0.003 0.001 0.000 0.007 0.7467 0.003 0.001 0.000 0.007 0.7644 0.003 0.001 0.000 0.007 0.7822 0.003 0.001 0.000 0.007 0.8000 0.003 0.001 0.000 0.007 0.8178 0.003 0.001 0.000 0.007 0.8356 0.003 0.001 0.000 0.007 0.8533 0.003 0.001 0.000 0.007 0.8711 0.003 0.001 0.000 0.007 0.8889 0.003 0.001 0.000 0.007 0.9067 0.003 0.001 0.000 0.007 0.9244 0.003 0.001 0.000 0.007 0.9422 0.003 0.001 0.000 0.007 0.9600 0.003 0.001 0.000 0.007 0.9778 0.003 0.001 0.000 0.007 0.9956 0.003 0.001 0.000 0.007 1.0133 0.003 0.001 0.000 0.007 1.0311 0.003 0.001 0.000 0.007 1.0489 0.003 0.001 0.000 0.007 1.0667 0.003 0.001 0.000 0.007 1.0844 0.003 0.001 0.000 0.007 1.1022 0.003 0.001 0.000 0.007 1.1200 0.003 0.001 0.000 0.007 1.1378 0.003 0.001 0.000 0.007 1.1556 0.003 0.001 0.000 0.007 1.1733 0.003 0.001 0.000 0.007 1.1911 0.003 0.001 0.000 0.007 1.2089 0.003 0.001 0.000 0.007 1.2267 0.003 0.001 0.000 0.007 1.2444 0.003 0.001 0.000 0.007 1.2622 0.003 0.002 0.000 0.007 1.2800 0.003 0.002 0.000 0.007 1.2978 0.003 0.002 0.000 0.007 1.3156 0.003 0.002 0.000 0.007 1.3333 0.003 0.002 0.000 0.007 1.3511 0.003 0.002 0.000 0.007 1.3689 0.003 0.002 0.000 0.007 1.3867 0.003 0.002 0.000 0.007 1.4044 0.003 0.002 0.000 0.007 1.4222 0.003 0.002 0.000 0.007 1.4400 0.003 0.002 0.000 0.007 1.4578 0.003 0.002 0.000 0.007 1.4756 0.003 0.002 0.000 0.007 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 13 1.4933 0.003 0.002 0.000 0.007 1.5111 0.003 0.002 0.000 0.007 1.5289 0.003 0.002 0.000 0.007 1.5467 0.003 0.002 0.000 0.007 1.5644 0.003 0.002 0.000 0.007 1.5822 0.003 0.002 0.000 0.007 1.6000 0.003 0.002 0.000 0.007 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 14 N. FC Trench Bottom Length: 60.00 ft. Bottom Width: 4.00 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 3 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 2.771 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 2.771 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 3 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.005 0.000 0.000 0.000 0.0344 0.005 0.000 0.000 0.011 0.0689 0.005 0.000 0.000 0.011 0.1033 0.005 0.000 0.000 0.011 0.1378 0.005 0.000 0.000 0.011 0.1722 0.005 0.000 0.000 0.011 0.2067 0.005 0.000 0.000 0.011 0.2411 0.005 0.000 0.000 0.011 0.2756 0.005 0.000 0.000 0.011 0.3100 0.005 0.000 0.000 0.011 0.3444 0.005 0.000 0.000 0.011 0.3789 0.005 0.000 0.000 0.011 0.4133 0.005 0.000 0.000 0.011 0.4478 0.005 0.001 0.000 0.011 0.4822 0.005 0.001 0.000 0.011 0.5167 0.005 0.001 0.000 0.011 0.5511 0.005 0.001 0.000 0.011 0.5856 0.005 0.001 0.000 0.011 0.6200 0.005 0.001 0.000 0.011 0.6544 0.005 0.001 0.000 0.011 0.6889 0.005 0.001 0.000 0.011 0.7233 0.005 0.001 0.000 0.011 0.7578 0.005 0.001 0.000 0.011 0.7922 0.005 0.001 0.000 0.011 0.8267 0.005 0.001 0.000 0.011 0.8611 0.005 0.001 0.000 0.011 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 15 0.8956 0.005 0.002 0.000 0.011 0.9300 0.005 0.002 0.000 0.011 0.9644 0.005 0.002 0.000 0.011 0.9989 0.005 0.002 0.000 0.011 1.0333 0.005 0.002 0.000 0.011 1.0678 0.005 0.002 0.000 0.011 1.1022 0.005 0.002 0.000 0.011 1.1367 0.005 0.002 0.000 0.011 1.1711 0.005 0.002 0.000 0.011 1.2056 0.005 0.002 0.000 0.011 1.2400 0.005 0.002 0.000 0.011 1.2744 0.005 0.002 0.000 0.011 1.3089 0.005 0.002 0.000 0.011 1.3433 0.005 0.003 0.000 0.011 1.3778 0.005 0.003 0.000 0.011 1.4122 0.005 0.003 0.000 0.011 1.4467 0.005 0.003 0.000 0.011 1.4811 0.005 0.003 0.000 0.011 1.5156 0.005 0.003 0.000 0.011 1.5500 0.005 0.003 0.000 0.011 1.5844 0.005 0.003 0.000 0.011 1.6189 0.005 0.003 0.000 0.011 1.6533 0.005 0.003 0.000 0.011 1.6878 0.005 0.003 0.000 0.011 1.7222 0.005 0.003 0.000 0.011 1.7567 0.005 0.003 0.000 0.011 1.7911 0.005 0.003 0.000 0.011 1.8256 0.005 0.004 0.000 0.011 1.8600 0.005 0.004 0.000 0.011 1.8944 0.005 0.004 0.000 0.011 1.9289 0.005 0.004 0.000 0.011 1.9633 0.005 0.004 0.000 0.011 1.9978 0.005 0.004 0.000 0.011 2.0322 0.005 0.004 0.000 0.011 2.0667 0.005 0.004 0.000 0.011 2.1011 0.005 0.004 0.000 0.011 2.1356 0.005 0.004 0.000 0.011 2.1700 0.005 0.004 0.000 0.011 2.2044 0.005 0.004 0.000 0.011 2.2389 0.005 0.004 0.000 0.011 2.2733 0.005 0.005 0.000 0.011 2.3078 0.005 0.005 0.000 0.011 2.3422 0.005 0.005 0.000 0.011 2.3767 0.005 0.005 0.000 0.011 2.4111 0.005 0.005 0.000 0.011 2.4456 0.005 0.005 0.000 0.011 2.4800 0.005 0.005 0.000 0.011 2.5144 0.005 0.005 0.000 0.011 2.5489 0.005 0.005 0.000 0.011 2.5833 0.005 0.005 0.000 0.011 2.6178 0.005 0.005 0.000 0.011 2.6522 0.005 0.005 0.000 0.011 2.6867 0.005 0.005 0.000 0.011 2.7211 0.005 0.006 0.000 0.011 2.7556 0.005 0.006 0.000 0.011 2.7900 0.005 0.006 0.000 0.011 2.8244 0.005 0.006 0.000 0.011 2.8589 0.005 0.006 0.000 0.011 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 16 2.8933 0.005 0.006 0.000 0.011 2.9278 0.005 0.006 0.000 0.011 2.9622 0.005 0.006 0.000 0.011 2.9967 0.005 0.006 0.000 0.011 3.0311 0.005 0.006 0.174 0.011 3.0656 0.005 0.007 0.534 0.011 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 17 Flow Splitter S. Bottom Length: 10.00 ft. Bottom Length: 10.00 ft. Depth: 10 ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Threshold Splitter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Primary(cfs) Secondary(cfs) 0.000 0.002 0.000 0.008 0.000 0.111 0.002 0.000 0.008 0.000 0.222 0.002 0.000 0.008 0.000 0.333 0.002 0.000 0.008 0.000 0.444 0.002 0.001 0.008 0.000 0.555 0.002 0.001 0.008 0.000 0.666 0.002 0.001 0.008 0.000 0.777 0.002 0.001 0.008 0.000 0.888 0.002 0.002 0.008 0.000 1.000 0.002 0.002 0.008 0.000 1.111 0.002 0.002 0.008 0.000 1.222 0.002 0.002 0.008 0.000 1.333 0.002 0.003 0.008 0.000 1.444 0.002 0.003 0.008 0.000 1.555 0.002 0.003 0.008 0.000 1.666 0.002 0.003 0.008 0.000 1.777 0.002 0.004 0.008 0.000 1.888 0.002 0.004 0.008 0.000 2.000 0.002 0.004 0.008 0.000 2.111 0.002 0.004 0.008 0.000 2.222 0.002 0.005 0.008 0.000 2.333 0.002 0.005 0.008 0.000 2.444 0.002 0.005 0.008 0.000 2.555 0.002 0.005 0.008 0.000 2.666 0.002 0.006 0.008 0.000 2.777 0.002 0.006 0.008 0.000 2.888 0.002 0.006 0.008 1000 3.000 0.002 0.006 0.008 1000 3.111 0.002 0.007 0.008 1000 3.222 0.002 0.007 0.008 1000 3.333 0.002 0.007 0.008 1000 3.444 0.002 0.007 0.008 1000 3.555 0.002 0.008 0.008 1000 3.666 0.002 0.008 0.008 1000 3.777 0.002 0.008 0.008 1000 3.888 0.002 0.008 0.008 1000 4.000 0.002 0.009 0.008 1000 4.111 0.002 0.009 0.008 1000 4.222 0.002 0.009 0.008 1000 4.333 0.002 0.009 0.008 1000 4.444 0.002 0.010 0.008 1000 4.555 0.002 0.010 0.008 1000 4.666 0.002 0.010 0.008 1000 4.777 0.002 0.011 0.008 1000 4.888 0.002 0.011 0.008 1000 5.000 0.002 0.011 0.008 1000 5.111 0.002 0.011 0.008 1000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 18 5.222 0.002 0.012 0.008 1000 5.333 0.002 0.012 0.008 1000 5.444 0.002 0.012 0.008 1000 5.555 0.002 0.012 0.008 1000 5.666 0.002 0.013 0.008 1000 5.777 0.002 0.013 0.008 1000 5.888 0.002 0.013 0.008 1000 6.000 0.002 0.013 0.008 1000 6.111 0.002 0.014 0.008 1000 6.222 0.002 0.014 0.008 1000 6.333 0.002 0.014 0.008 1000 6.444 0.002 0.014 0.008 1000 6.555 0.002 0.015 0.008 1000 6.666 0.002 0.015 0.008 1000 6.777 0.002 0.015 0.008 1000 6.888 0.002 0.015 0.008 1000 7.000 0.002 0.016 0.008 1000 7.111 0.002 0.016 0.008 1000 7.222 0.002 0.016 0.008 1000 7.333 0.002 0.016 0.008 1000 7.444 0.002 0.017 0.008 1000 7.555 0.002 0.017 0.008 1000 7.666 0.002 0.017 0.008 1000 7.777 0.002 0.017 0.008 1000 7.888 0.002 0.018 0.008 1000 8.000 0.002 0.018 0.008 1000 8.111 0.002 0.018 0.008 1000 8.222 0.002 0.018 0.008 1000 8.333 0.002 0.019 0.008 1000 8.444 0.002 0.019 0.008 1000 8.555 0.002 0.019 0.008 1000 8.666 0.002 0.019 0.008 1000 8.777 0.002 0.020 0.008 1000 8.888 0.002 0.020 0.008 1000 9.000 0.002 0.020 0.008 1000 9.111 0.002 0.020 0.008 1000 9.222 0.002 0.021 0.008 1000 9.333 0.002 0.021 0.008 1000 9.444 0.002 0.021 0.008 1000 9.555 0.002 0.021 0.008 1000 9.666 0.002 0.022 0.008 1000 9.777 0.002 0.022 0.008 1000 9.888 0.002 0.022 0.008 1000 10.00 0.002 0.023 0.008 1000 10.11 0.002 0.023 0.008 1000 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 S. WQ Trench S. FC Trench 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 19 S. WQ Trench Bottom Length: 42.50 ft. Bottom Width: 4.00 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 1.5 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 15.131 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 15.131 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.6 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.003 0.000 0.000 0.000 0.0178 0.003 0.000 0.000 0.007 0.0356 0.003 0.000 0.000 0.007 0.0533 0.003 0.000 0.000 0.007 0.0711 0.003 0.000 0.000 0.007 0.0889 0.003 0.000 0.000 0.007 0.1067 0.003 0.000 0.000 0.007 0.1244 0.003 0.000 0.000 0.007 0.1422 0.003 0.000 0.000 0.007 0.1600 0.003 0.000 0.000 0.007 0.1778 0.003 0.000 0.000 0.007 0.1956 0.003 0.000 0.000 0.007 0.2133 0.003 0.000 0.000 0.007 0.2311 0.003 0.000 0.000 0.007 0.2489 0.003 0.000 0.000 0.007 0.2667 0.003 0.000 0.000 0.007 0.2844 0.003 0.000 0.000 0.007 0.3022 0.003 0.000 0.000 0.007 0.3200 0.003 0.000 0.000 0.007 0.3378 0.003 0.000 0.000 0.007 0.3556 0.003 0.000 0.000 0.007 0.3733 0.003 0.000 0.000 0.007 0.3911 0.003 0.000 0.000 0.007 0.4089 0.003 0.000 0.000 0.007 0.4267 0.003 0.000 0.000 0.007 0.4444 0.003 0.000 0.000 0.007 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 20 0.4622 0.003 0.000 0.000 0.007 0.4800 0.003 0.000 0.000 0.007 0.4978 0.003 0.000 0.000 0.007 0.5156 0.003 0.000 0.000 0.007 0.5333 0.003 0.000 0.000 0.007 0.5511 0.003 0.000 0.000 0.007 0.5689 0.003 0.000 0.000 0.007 0.5867 0.003 0.000 0.000 0.007 0.6044 0.003 0.000 0.000 0.007 0.6222 0.003 0.001 0.000 0.007 0.6400 0.003 0.001 0.000 0.007 0.6578 0.003 0.001 0.000 0.007 0.6756 0.003 0.001 0.000 0.007 0.6933 0.003 0.001 0.000 0.007 0.7111 0.003 0.001 0.000 0.007 0.7289 0.003 0.001 0.000 0.007 0.7467 0.003 0.001 0.000 0.007 0.7644 0.003 0.001 0.000 0.007 0.7822 0.003 0.001 0.000 0.007 0.8000 0.003 0.001 0.000 0.007 0.8178 0.003 0.001 0.000 0.007 0.8356 0.003 0.001 0.000 0.007 0.8533 0.003 0.001 0.000 0.007 0.8711 0.003 0.001 0.000 0.007 0.8889 0.003 0.001 0.000 0.007 0.9067 0.003 0.001 0.000 0.007 0.9244 0.003 0.001 0.000 0.007 0.9422 0.003 0.001 0.000 0.007 0.9600 0.003 0.001 0.000 0.007 0.9778 0.003 0.001 0.000 0.007 0.9956 0.003 0.001 0.000 0.007 1.0133 0.003 0.001 0.000 0.007 1.0311 0.003 0.001 0.000 0.007 1.0489 0.003 0.001 0.000 0.007 1.0667 0.003 0.001 0.000 0.007 1.0844 0.003 0.001 0.000 0.007 1.1022 0.003 0.001 0.000 0.007 1.1200 0.003 0.001 0.000 0.007 1.1378 0.003 0.001 0.000 0.007 1.1556 0.003 0.001 0.000 0.007 1.1733 0.003 0.001 0.000 0.007 1.1911 0.003 0.001 0.000 0.007 1.2089 0.003 0.001 0.000 0.007 1.2267 0.003 0.001 0.000 0.007 1.2444 0.003 0.001 0.000 0.007 1.2622 0.003 0.002 0.000 0.007 1.2800 0.003 0.002 0.000 0.007 1.2978 0.003 0.002 0.000 0.007 1.3156 0.003 0.002 0.000 0.007 1.3333 0.003 0.002 0.000 0.007 1.3511 0.003 0.002 0.000 0.007 1.3689 0.003 0.002 0.000 0.007 1.3867 0.003 0.002 0.000 0.007 1.4044 0.003 0.002 0.000 0.007 1.4222 0.003 0.002 0.000 0.007 1.4400 0.003 0.002 0.000 0.007 1.4578 0.003 0.002 0.000 0.007 1.4756 0.003 0.002 0.000 0.007 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 21 1.4933 0.003 0.002 0.000 0.007 1.5111 0.003 0.002 0.000 0.007 1.5289 0.003 0.002 0.000 0.007 1.5467 0.003 0.002 0.000 0.007 1.5644 0.003 0.002 0.000 0.007 1.5822 0.003 0.002 0.000 0.007 1.6000 0.003 0.002 0.000 0.007 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 22 S. FC Trench Bottom Length: 60.00 ft. Bottom Width: 4.00 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 3 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 2.771 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 2.771 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 3 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.005 0.000 0.000 0.000 0.0344 0.005 0.000 0.000 0.011 0.0689 0.005 0.000 0.000 0.011 0.1033 0.005 0.000 0.000 0.011 0.1378 0.005 0.000 0.000 0.011 0.1722 0.005 0.000 0.000 0.011 0.2067 0.005 0.000 0.000 0.011 0.2411 0.005 0.000 0.000 0.011 0.2756 0.005 0.000 0.000 0.011 0.3100 0.005 0.000 0.000 0.011 0.3444 0.005 0.000 0.000 0.011 0.3789 0.005 0.000 0.000 0.011 0.4133 0.005 0.000 0.000 0.011 0.4478 0.005 0.001 0.000 0.011 0.4822 0.005 0.001 0.000 0.011 0.5167 0.005 0.001 0.000 0.011 0.5511 0.005 0.001 0.000 0.011 0.5856 0.005 0.001 0.000 0.011 0.6200 0.005 0.001 0.000 0.011 0.6544 0.005 0.001 0.000 0.011 0.6889 0.005 0.001 0.000 0.011 0.7233 0.005 0.001 0.000 0.011 0.7578 0.005 0.001 0.000 0.011 0.7922 0.005 0.001 0.000 0.011 0.8267 0.005 0.001 0.000 0.011 0.8611 0.005 0.001 0.000 0.011 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 23 0.8956 0.005 0.002 0.000 0.011 0.9300 0.005 0.002 0.000 0.011 0.9644 0.005 0.002 0.000 0.011 0.9989 0.005 0.002 0.000 0.011 1.0333 0.005 0.002 0.000 0.011 1.0678 0.005 0.002 0.000 0.011 1.1022 0.005 0.002 0.000 0.011 1.1367 0.005 0.002 0.000 0.011 1.1711 0.005 0.002 0.000 0.011 1.2056 0.005 0.002 0.000 0.011 1.2400 0.005 0.002 0.000 0.011 1.2744 0.005 0.002 0.000 0.011 1.3089 0.005 0.002 0.000 0.011 1.3433 0.005 0.003 0.000 0.011 1.3778 0.005 0.003 0.000 0.011 1.4122 0.005 0.003 0.000 0.011 1.4467 0.005 0.003 0.000 0.011 1.4811 0.005 0.003 0.000 0.011 1.5156 0.005 0.003 0.000 0.011 1.5500 0.005 0.003 0.000 0.011 1.5844 0.005 0.003 0.000 0.011 1.6189 0.005 0.003 0.000 0.011 1.6533 0.005 0.003 0.000 0.011 1.6878 0.005 0.003 0.000 0.011 1.7222 0.005 0.003 0.000 0.011 1.7567 0.005 0.003 0.000 0.011 1.7911 0.005 0.003 0.000 0.011 1.8256 0.005 0.004 0.000 0.011 1.8600 0.005 0.004 0.000 0.011 1.8944 0.005 0.004 0.000 0.011 1.9289 0.005 0.004 0.000 0.011 1.9633 0.005 0.004 0.000 0.011 1.9978 0.005 0.004 0.000 0.011 2.0322 0.005 0.004 0.000 0.011 2.0667 0.005 0.004 0.000 0.011 2.1011 0.005 0.004 0.000 0.011 2.1356 0.005 0.004 0.000 0.011 2.1700 0.005 0.004 0.000 0.011 2.2044 0.005 0.004 0.000 0.011 2.2389 0.005 0.004 0.000 0.011 2.2733 0.005 0.005 0.000 0.011 2.3078 0.005 0.005 0.000 0.011 2.3422 0.005 0.005 0.000 0.011 2.3767 0.005 0.005 0.000 0.011 2.4111 0.005 0.005 0.000 0.011 2.4456 0.005 0.005 0.000 0.011 2.4800 0.005 0.005 0.000 0.011 2.5144 0.005 0.005 0.000 0.011 2.5489 0.005 0.005 0.000 0.011 2.5833 0.005 0.005 0.000 0.011 2.6178 0.005 0.005 0.000 0.011 2.6522 0.005 0.005 0.000 0.011 2.6867 0.005 0.005 0.000 0.011 2.7211 0.005 0.006 0.000 0.011 2.7556 0.005 0.006 0.000 0.011 2.7900 0.005 0.006 0.000 0.011 2.8244 0.005 0.006 0.000 0.011 2.8589 0.005 0.006 0.000 0.011 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 24 2.8933 0.005 0.006 0.000 0.011 2.9278 0.005 0.006 0.000 0.011 2.9622 0.005 0.006 0.000 0.011 2.9967 0.005 0.006 0.000 0.011 3.0311 0.005 0.006 0.174 0.011 3.0656 0.005 0.007 0.534 0.011 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 25 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.107 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.013 Total Impervious Area: 0.094 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.000123 5 year 0.000266 10 year 0.000427 25 year 0.000746 50 year 0.001103 100 year 0.0016 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.000 0.000 1950 0.000 0.000 1951 0.000 0.000 1952 0.000 0.000 1953 0.000 0.000 1954 0.001 0.000 1955 0.000 0.000 1956 0.000 0.000 1957 0.000 0.000 1958 0.000 0.000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:39:08 AM Page 26 1959 0.000 0.000 1960 0.000 0.000 1961 0.000 0.012 1962 0.000 0.000 1963 0.000 0.000 1964 0.000 0.000 1965 0.000 0.000 1966 0.000 0.000 1967 0.000 0.000 1968 0.000 0.000 1969 0.000 0.000 1970 0.000 0.000 1971 0.000 0.000 1972 0.000 0.000 1973 0.000 0.000 1974 0.000 0.000 1975 0.000 0.000 1976 0.000 0.000 1977 0.000 0.000 1978 0.000 0.000 1979 0.000 0.000 1980 0.000 0.000 1981 0.000 0.000 1982 0.000 0.000 1983 0.000 0.000 1984 0.000 0.000 1985 0.000 0.000 1986 0.001 0.000 1987 0.000 0.000 1988 0.000 0.000 1989 0.000 0.000 1990 0.000 0.000 1991 0.000 0.000 1992 0.000 0.000 1993 0.000 0.000 1994 0.000 0.000 1995 0.000 0.000 1996 0.001 0.000 1997 0.003 0.000 1998 0.000 0.000 1999 0.000 0.000 2000 0.000 0.000 2001 0.000 0.000 2002 0.000 0.000 2003 0.000 0.000 2004 0.000 0.000 2005 0.000 0.000 2006 0.003 0.000 2007 0.000 0.000 2008 0.000 0.000 2009 0.000 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0028 0.0116 2 0.0026 0.0000 3 0.0010 0.0000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:40:29 AM Page 27 4 0.0008 0.0000 5 0.0006 0.0000 6 0.0005 0.0000 7 0.0004 0.0000 8 0.0004 0.0000 9 0.0004 0.0000 10 0.0003 0.0000 11 0.0003 0.0000 12 0.0002 0.0000 13 0.0002 0.0000 14 0.0002 0.0000 15 0.0002 0.0000 16 0.0002 0.0000 17 0.0002 0.0000 18 0.0002 0.0000 19 0.0002 0.0000 20 0.0001 0.0000 21 0.0001 0.0000 22 0.0001 0.0000 23 0.0001 0.0000 24 0.0001 0.0000 25 0.0001 0.0000 26 0.0001 0.0000 27 0.0001 0.0000 28 0.0001 0.0000 29 0.0001 0.0000 30 0.0001 0.0000 31 0.0001 0.0000 32 0.0001 0.0000 33 0.0001 0.0000 34 0.0001 0.0000 35 0.0001 0.0000 36 0.0001 0.0000 37 0.0001 0.0000 38 0.0001 0.0000 39 0.0001 0.0000 40 0.0001 0.0000 41 0.0001 0.0000 42 0.0001 0.0000 43 0.0001 0.0000 44 0.0001 0.0000 45 0.0001 0.0000 46 0.0001 0.0000 47 0.0001 0.0000 48 0.0001 0.0000 49 0.0001 0.0000 50 0.0001 0.0000 51 0.0001 0.0000 52 0.0001 0.0000 53 0.0001 0.0000 54 0.0001 0.0000 55 0.0001 0.0000 56 0.0001 0.0000 57 0.0001 0.0000 58 0.0001 0.0000 59 0.0001 0.0000 60 0.0001 0.0000 61 0.0001 0.0000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:40:29 AM Page 28 21022 FRONTAGE MODEL july revisit 7/21/2017 9:40:29 AM Page 29 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0001 2402 3 0 Pass 0.0001 1316 3 0 Pass 0.0001 472 3 0 Pass 0.0001 112 3 2 Pass 0.0001 103 3 2 Pass 0.0001 89 3 3 Pass 0.0001 77 3 3 Pass 0.0001 66 3 4 Pass 0.0001 62 3 4 Pass 0.0002 58 3 5 Pass 0.0002 54 3 5 Pass 0.0002 50 3 6 Pass 0.0002 49 3 6 Pass 0.0002 47 3 6 Pass 0.0002 44 3 6 Pass 0.0002 40 3 7 Pass 0.0002 36 3 8 Pass 0.0002 36 3 8 Pass 0.0003 33 3 9 Pass 0.0003 31 3 9 Pass 0.0003 31 3 9 Pass 0.0003 29 3 10 Pass 0.0003 29 3 10 Pass 0.0003 27 3 11 Pass 0.0003 26 3 11 Pass 0.0003 26 3 11 Pass 0.0003 26 3 11 Pass 0.0003 25 3 12 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 21 3 14 Pass 0.0004 19 3 15 Pass 0.0004 18 3 16 Pass 0.0004 17 3 17 Pass 0.0005 16 3 18 Pass 0.0005 16 3 18 Pass 0.0005 15 3 20 Pass 0.0005 15 3 20 Pass 0.0005 14 3 21 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0006 13 2 15 Pass 0.0006 13 2 15 Pass 0.0006 13 2 15 Pass 0.0006 13 2 15 Pass 0.0006 11 2 18 Pass 0.0006 11 2 18 Pass 21022 FRONTAGE MODEL july revisit 7/21/2017 9:40:29 AM Page 30 0.0006 11 2 18 Pass 0.0006 11 2 18 Pass 0.0006 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 10 2 20 Pass 0.0008 9 2 22 Pass 0.0008 9 2 22 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 7 2 28 Pass 0.0009 7 2 28 Pass 0.0010 7 2 28 Pass 0.0010 7 2 28 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 5 2 40 Pass 0.0011 5 2 40 Pass 21022 FRONTAGE MODEL july revisit 7/21/2017 9:40:29 AM Page 31 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0.0075 acre-feet On-line facility target flow: 0.0119 cfs. Adjusted for 15 min: 0.0119 cfs. Off-line facility target flow: 0.0067 cfs. Adjusted for 15 min: 0.0067 cfs. 21022 FRONTAGE MODEL july revisit 7/21/2017 9:40:30 AM Page 32 LID Report 21022 FRONTAGE MODEL july revisit 7/21/2017 9:40:30 AM Page 33 POC 2 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #2 Total Pervious Area: 0.107 Total Impervious Area: 0 Mitigated Landuse Totals for POC #2 Total Pervious Area: 0.013 Total Impervious Area: 0.094 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #2 Return Period Flow(cfs) 2 year 0.000123 5 year 0.000266 10 year 0.000427 25 year 0.000746 50 year 0.001103 100 year 0.0016 Flow Frequency Return Periods for Mitigated. POC #2 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #2 Year Predeveloped Mitigated 1949 0.000 0.000 1950 0.000 0.000 1951 0.000 0.000 1952 0.000 0.000 1953 0.000 0.000 1954 0.001 0.000 1955 0.000 0.000 1956 0.000 0.000 1957 0.000 0.000 1958 0.000 0.000 1959 0.000 0.000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:41:42 AM Page 34 1960 0.000 0.000 1961 0.000 0.012 1962 0.000 0.000 1963 0.000 0.000 1964 0.000 0.000 1965 0.000 0.000 1966 0.000 0.000 1967 0.000 0.000 1968 0.000 0.000 1969 0.000 0.000 1970 0.000 0.000 1971 0.000 0.000 1972 0.000 0.000 1973 0.000 0.000 1974 0.000 0.000 1975 0.000 0.000 1976 0.000 0.000 1977 0.000 0.000 1978 0.000 0.000 1979 0.000 0.000 1980 0.000 0.000 1981 0.000 0.000 1982 0.000 0.000 1983 0.000 0.000 1984 0.000 0.000 1985 0.000 0.000 1986 0.001 0.000 1987 0.000 0.000 1988 0.000 0.000 1989 0.000 0.000 1990 0.000 0.000 1991 0.000 0.000 1992 0.000 0.000 1993 0.000 0.000 1994 0.000 0.000 1995 0.000 0.000 1996 0.001 0.000 1997 0.003 0.000 1998 0.000 0.000 1999 0.000 0.000 2000 0.000 0.000 2001 0.000 0.000 2002 0.000 0.000 2003 0.000 0.000 2004 0.000 0.000 2005 0.000 0.000 2006 0.003 0.000 2007 0.000 0.000 2008 0.000 0.000 2009 0.000 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #2 Rank Predeveloped Mitigated 1 0.0028 0.0116 2 0.0026 0.0000 3 0.0010 0.0000 4 0.0008 0.0000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 35 5 0.0006 0.0000 6 0.0005 0.0000 7 0.0004 0.0000 8 0.0004 0.0000 9 0.0004 0.0000 10 0.0003 0.0000 11 0.0003 0.0000 12 0.0002 0.0000 13 0.0002 0.0000 14 0.0002 0.0000 15 0.0002 0.0000 16 0.0002 0.0000 17 0.0002 0.0000 18 0.0002 0.0000 19 0.0002 0.0000 20 0.0001 0.0000 21 0.0001 0.0000 22 0.0001 0.0000 23 0.0001 0.0000 24 0.0001 0.0000 25 0.0001 0.0000 26 0.0001 0.0000 27 0.0001 0.0000 28 0.0001 0.0000 29 0.0001 0.0000 30 0.0001 0.0000 31 0.0001 0.0000 32 0.0001 0.0000 33 0.0001 0.0000 34 0.0001 0.0000 35 0.0001 0.0000 36 0.0001 0.0000 37 0.0001 0.0000 38 0.0001 0.0000 39 0.0001 0.0000 40 0.0001 0.0000 41 0.0001 0.0000 42 0.0001 0.0000 43 0.0001 0.0000 44 0.0001 0.0000 45 0.0001 0.0000 46 0.0001 0.0000 47 0.0001 0.0000 48 0.0001 0.0000 49 0.0001 0.0000 50 0.0001 0.0000 51 0.0001 0.0000 52 0.0001 0.0000 53 0.0001 0.0000 54 0.0001 0.0000 55 0.0001 0.0000 56 0.0001 0.0000 57 0.0001 0.0000 58 0.0001 0.0000 59 0.0001 0.0000 60 0.0001 0.0000 61 0.0001 0.0000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 36 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 37 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0001 2402 3 0 Pass 0.0001 1316 3 0 Pass 0.0001 472 3 0 Pass 0.0001 112 3 2 Pass 0.0001 103 3 2 Pass 0.0001 89 3 3 Pass 0.0001 77 3 3 Pass 0.0001 66 3 4 Pass 0.0001 62 3 4 Pass 0.0002 58 3 5 Pass 0.0002 54 3 5 Pass 0.0002 50 3 6 Pass 0.0002 49 3 6 Pass 0.0002 47 3 6 Pass 0.0002 44 3 6 Pass 0.0002 40 3 7 Pass 0.0002 36 3 8 Pass 0.0002 36 3 8 Pass 0.0003 33 3 9 Pass 0.0003 31 3 9 Pass 0.0003 31 3 9 Pass 0.0003 29 3 10 Pass 0.0003 29 3 10 Pass 0.0003 27 3 11 Pass 0.0003 26 3 11 Pass 0.0003 26 3 11 Pass 0.0003 26 3 11 Pass 0.0003 25 3 12 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 23 3 13 Pass 0.0004 21 3 14 Pass 0.0004 19 3 15 Pass 0.0004 18 3 16 Pass 0.0004 17 3 17 Pass 0.0005 16 3 18 Pass 0.0005 16 3 18 Pass 0.0005 15 3 20 Pass 0.0005 15 3 20 Pass 0.0005 14 3 21 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0005 13 3 23 Pass 0.0006 13 2 15 Pass 0.0006 13 2 15 Pass 0.0006 13 2 15 Pass 0.0006 13 2 15 Pass 0.0006 11 2 18 Pass 0.0006 11 2 18 Pass 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 38 0.0006 11 2 18 Pass 0.0006 11 2 18 Pass 0.0006 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 11 2 18 Pass 0.0007 10 2 20 Pass 0.0008 9 2 22 Pass 0.0008 9 2 22 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0008 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 8 2 25 Pass 0.0009 7 2 28 Pass 0.0009 7 2 28 Pass 0.0010 7 2 28 Pass 0.0010 7 2 28 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0010 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 6 2 33 Pass 0.0011 5 2 40 Pass 0.0011 5 2 40 Pass 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 39 Water Quality Water Quality BMP Flow and Volume for POC #2 On-line facility volume: 0.0122 acre-feet On-line facility target flow: 0.0195 cfs. Adjusted for 15 min: 0.0195 cfs. Off-line facility target flow: 0.011 cfs. Adjusted for 15 min: 0.011 cfs. 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 40 LID Report 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 41 POC 3 POC #3 was not reported because POC must exist in both scenarios and both scenarios must have been run. 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 42 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 43 Appendix Predeveloped Schematic 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 44 Mitigated Schematic 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 45 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 21022 FRONTAGE MODEL july revisit.wdm MESSU 25 Pre21022 FRONTAGE MODEL july revisit.MES 27 Pre21022 FRONTAGE MODEL july revisit.L61 28 Pre21022 FRONTAGE MODEL july revisit.L62 30 POC21022 FRONTAGE MODEL july revisit1.dat 31 POC21022 FRONTAGE MODEL july revisit2.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 1 COPY 501 COPY 502 DISPLY 1 DISPLY 2 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Frontage Basin N. MAX 1 2 30 9 2 Frontage Basin S. MAX 1 2 31 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 502 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 A/B, Forest, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 1 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 46 <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 1 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 1 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 1 0 5 2 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 1 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 1 0.2 0.5 0.35 0 0.7 0.7 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 1 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN END IWAT-PARM3 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 47 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Frontage Basin N.*** PERLND 1 0.107 COPY 501 12 PERLND 1 0.107 COPY 501 13 Frontage Basin S.*** PERLND 1 0.107 COPY 502 12 PERLND 1 0.107 COPY 502 13 ******Routing****** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 COPY 502 OUTPUT MEAN 1 1 48.4 DISPLY 2 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> END HYDR-INIT END RCHRES SPEC-ACTIONS 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 48 END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 501 OUTPUT MEAN 1 1 48.4 WDM 501 FLOW ENGL REPL COPY 502 OUTPUT MEAN 1 1 48.4 WDM 502 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 END MASS-LINK END RUN 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 49 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 21022 FRONTAGE MODEL july revisit.wdm MESSU 25 Mit21022 FRONTAGE MODEL july revisit.MES 27 Mit21022 FRONTAGE MODEL july revisit.L61 28 Mit21022 FRONTAGE MODEL july revisit.L62 30 POC21022 FRONTAGE MODEL july revisit1.dat 31 POC21022 FRONTAGE MODEL july revisit2.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 8 IMPLND 1 RCHRES 1 RCHRES 2 RCHRES 3 RCHRES 4 RCHRES 5 RCHRES 6 COPY 1 COPY 501 COPY 2 COPY 502 DISPLY 1 DISPLY 2 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 N. FC Trench MAX 1 2 30 9 2 S. FC Trench MAX 1 2 31 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 2 1 1 502 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 50 7 A/B, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 8 SIDEWALKS/FLAT 1 1 1 27 0 1 ROADS/FLAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 8 0 0 1 0 0 0 1 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 8 0 0 4 0 0 0 1 9 1 0 0 4 0 0 0 1 9 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 51 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 8 0 0 0 0 0 1 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 8 400 0.01 0.1 0.1 1 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 8 0 0 1 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 8 0 0 1 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** N. NPGIS Basin*** PERLND 7 0.013 RCHRES 5 2 PERLND 7 0.013 RCHRES 5 3 IMPLND 8 0.013 RCHRES 5 5 N. PGIS Basin *** IMPLND 1 0.081 RCHRES 1 5 S. PGIS Basin *** IMPLND 1 0.081 RCHRES 2 5 S. NPGIS Basin*** PERLND 7 0.013 RCHRES 6 2 IMPLND 8 0.013 RCHRES 6 5 ******Routing****** PERLND 7 0.013 COPY 1 12 IMPLND 8 0.013 COPY 1 15 PERLND 7 0.013 COPY 1 13 RCHRES 1 1 RCHRES 3 7 RCHRES 1 1 RCHRES 5 8 RCHRES 1 COPY 1 18 RCHRES 2 1 RCHRES 4 7 RCHRES 2 1 RCHRES 6 8 RCHRES 2 COPY 2 18 PERLND 7 0.013 COPY 2 12 IMPLND 8 0.013 COPY 2 15 RCHRES 5 1 COPY 501 17 RCHRES 6 1 COPY 502 17 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 COPY 502 OUTPUT MEAN 1 1 48.4 DISPLY 2 INPUT TIMSER 1 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 52 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** 1 Flow Splitter N-007 2 1 1 1 28 0 1 2 Flow Splitter S.-025 2 1 1 1 28 0 1 3 N. WQ Trench 2 1 1 1 28 0 1 4 S. WQ Trench 2 1 1 1 28 0 1 5 N. FC Trench 2 1 1 1 28 0 1 6 S. FC Trench 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 4 4 0 0 0 0 0 0 0 0 0 1 9 5 4 0 0 0 0 0 0 0 0 0 1 9 6 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 2 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 4 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 5 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 6 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.5 0.0 2 2 0.01 0.0 0.0 0.5 0.0 3 3 0.01 0.0 0.0 0.5 0.0 4 4 0.01 0.0 0.0 0.5 0.0 5 5 0.01 0.0 0.0 0.5 0.0 6 6 0.01 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 53 2 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 1 90 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.002296 0.000000 0.008900 0.000000 0.111111 0.002296 0.000255 0.008900 0.000000 0.222222 0.002296 0.000510 0.008900 0.000000 0.333333 0.002296 0.000765 0.008900 0.000000 0.444444 0.002296 0.001020 0.008900 0.000000 0.555556 0.002296 0.001275 0.008900 0.000000 0.666667 0.002296 0.001530 0.008900 11.00000 0.777778 0.002296 0.001786 0.008900 21.00000 0.888889 0.002296 0.002041 0.008900 31.00000 1.000000 0.002296 0.002296 0.008900 41.00000 1.111111 0.002296 0.002551 0.008900 51.00000 1.222222 0.002296 0.002806 0.008900 61.00000 1.333333 0.002296 0.003061 0.008900 71.00000 1.444444 0.002296 0.003316 0.008900 81.00000 1.555556 0.002296 0.003571 0.008900 91.00000 1.666667 0.002296 0.003826 0.008900 101.0000 1.777778 0.002296 0.004081 0.008900 111.0000 1.888889 0.002296 0.004336 0.008900 121.0000 2.000000 0.002296 0.004591 0.008900 131.0000 2.111111 0.002296 0.004846 0.008900 141.0000 2.222222 0.002296 0.005102 0.008900 151.0000 2.333333 0.002296 0.005357 0.008900 161.0000 2.444444 0.002296 0.005612 0.008900 171.0000 2.555556 0.002296 0.005867 0.008900 181.0000 2.666667 0.002296 0.006122 0.008900 191.0000 2.777778 0.002296 0.006377 0.008900 201.0000 2.888889 0.002296 0.006632 0.008900 211.0000 3.000000 0.002296 0.006887 0.008900 221.0000 3.111111 0.002296 0.007142 0.008900 231.0000 3.222222 0.002296 0.007397 0.008900 241.0000 3.333333 0.002296 0.007652 0.008900 251.0000 3.444444 0.002296 0.007907 0.008900 261.0000 3.555556 0.002296 0.008162 0.008900 271.0000 3.666667 0.002296 0.008418 0.008900 281.0000 3.777778 0.002296 0.008673 0.008900 291.0000 3.888889 0.002296 0.008928 0.008900 301.0000 4.000000 0.002296 0.009183 0.008900 311.0000 4.111111 0.002296 0.009438 0.008900 321.0000 4.222222 0.002296 0.009693 0.008900 331.0000 4.333333 0.002296 0.009948 0.008900 341.0000 4.444444 0.002296 0.010203 0.008900 351.0000 4.555556 0.002296 0.010458 0.008900 361.0000 4.666667 0.002296 0.010713 0.008900 371.0000 4.777778 0.002296 0.010968 0.008900 381.0000 4.888889 0.002296 0.011223 0.008900 391.0000 5.000000 0.002296 0.011478 0.008900 401.0000 5.111111 0.002296 0.011733 0.008900 411.0000 5.222222 0.002296 0.011989 0.008900 421.0000 5.333333 0.002296 0.012244 0.008900 431.0000 5.444444 0.002296 0.012499 0.008900 441.0000 5.555556 0.002296 0.012754 0.008900 451.0000 5.666667 0.002296 0.013009 0.008900 461.0000 5.777778 0.002296 0.013264 0.008900 471.0000 5.888889 0.002296 0.013519 0.008900 481.0000 6.000000 0.002296 0.013774 0.008900 491.0000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 54 6.111111 0.002296 0.014029 0.008900 501.0000 6.222222 0.002296 0.014284 0.008900 511.0000 6.333333 0.002296 0.014539 0.008900 521.0000 6.444444 0.002296 0.014794 0.008900 531.0000 6.555556 0.002296 0.015049 0.008900 541.0000 6.666667 0.002296 0.015305 0.008900 551.0000 6.777778 0.002296 0.015560 0.008900 561.0000 6.888889 0.002296 0.015815 0.008900 571.0000 7.000000 0.002296 0.016070 0.008900 581.0000 7.111111 0.002296 0.016325 0.008900 591.0000 7.222222 0.002296 0.016580 0.008900 601.0000 7.333333 0.002296 0.016835 0.008900 611.0000 7.444444 0.002296 0.017090 0.008900 621.0000 7.555556 0.002296 0.017345 0.008900 631.0000 7.666667 0.002296 0.017600 0.008900 641.0000 7.777778 0.002296 0.017855 0.008900 651.0000 7.888889 0.002296 0.018110 0.008900 661.0000 8.000000 0.002296 0.018365 0.008900 671.0000 8.111111 0.002296 0.018621 0.008900 681.0000 8.222222 0.002296 0.018876 0.008900 691.0000 8.333333 0.002296 0.019131 0.008900 701.0000 8.444444 0.002296 0.019386 0.008900 711.0000 8.555556 0.002296 0.019641 0.008900 721.0000 8.666667 0.002296 0.019896 0.008900 731.0000 8.777778 0.002296 0.020151 0.008900 741.0000 8.888889 0.002296 0.020406 0.008900 751.0000 9.000000 0.002296 0.020661 0.008900 761.0000 9.111111 0.002296 0.020916 0.008900 771.0000 9.222222 0.002296 0.021171 0.008900 781.0000 9.333333 0.002296 0.021426 0.008900 791.0000 9.444444 0.002296 0.021681 0.008900 801.0000 9.555556 0.002296 0.021937 0.008900 811.0000 9.666667 0.002296 0.022192 0.008900 821.0000 9.777778 0.002296 0.022447 0.008900 831.0000 9.888889 0.002296 0.022702 0.008900 841.0000 END FTABLE 1 FTABLE 3 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.003903 0.000000 0.000000 0.000000 0.017778 0.003903 0.000028 0.000000 0.007870 0.035556 0.003903 0.000056 0.000000 0.007870 0.053333 0.003903 0.000083 0.000000 0.007870 0.071111 0.003903 0.000111 0.000000 0.007870 0.088889 0.003903 0.000139 0.000000 0.007870 0.106667 0.003903 0.000167 0.000000 0.007870 0.124444 0.003903 0.000194 0.000000 0.007870 0.142222 0.003903 0.000222 0.000000 0.007870 0.160000 0.003903 0.000250 0.000000 0.007870 0.177778 0.003903 0.000278 0.000000 0.007870 0.195556 0.003903 0.000305 0.000000 0.007870 0.213333 0.003903 0.000333 0.000000 0.007870 0.231111 0.003903 0.000361 0.000000 0.007870 0.248889 0.003903 0.000389 0.000000 0.007870 0.266667 0.003903 0.000416 0.000000 0.007870 0.284444 0.003903 0.000444 0.000000 0.007870 0.302222 0.003903 0.000472 0.000000 0.007870 0.320000 0.003903 0.000500 0.000000 0.007870 0.337778 0.003903 0.000527 0.000000 0.007870 0.355556 0.003903 0.000555 0.000000 0.007870 0.373333 0.003903 0.000583 0.000000 0.007870 0.391111 0.003903 0.000611 0.000000 0.007870 0.408889 0.003903 0.000638 0.000000 0.007870 0.426667 0.003903 0.000666 0.000000 0.007870 0.444444 0.003903 0.000694 0.000000 0.007870 0.462222 0.003903 0.000722 0.000000 0.007870 0.480000 0.003903 0.000749 0.000000 0.007870 0.497778 0.003903 0.000777 0.000000 0.007870 0.515556 0.003903 0.000805 0.000000 0.007870 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 55 0.533333 0.003903 0.000833 0.000000 0.007870 0.551111 0.003903 0.000860 0.000000 0.007870 0.568889 0.003903 0.000888 0.000000 0.007870 0.586667 0.003903 0.000916 0.000000 0.007870 0.604444 0.003903 0.000944 0.000000 0.007870 0.622222 0.003903 0.000971 0.000000 0.007870 0.640000 0.003903 0.000999 0.000000 0.007870 0.657778 0.003903 0.001027 0.000000 0.007870 0.675556 0.003903 0.001055 0.000000 0.007870 0.693333 0.003903 0.001082 0.000000 0.007870 0.711111 0.003903 0.001110 0.000000 0.007870 0.728889 0.003903 0.001138 0.000000 0.007870 0.746667 0.003903 0.001166 0.000000 0.007870 0.764444 0.003903 0.001193 0.000000 0.007870 0.782222 0.003903 0.001221 0.000000 0.007870 0.800000 0.003903 0.001249 0.000000 0.007870 0.817778 0.003903 0.001277 0.000000 0.007870 0.835556 0.003903 0.001304 0.000000 0.007870 0.853333 0.003903 0.001332 0.000000 0.007870 0.871111 0.003903 0.001360 0.000000 0.007870 0.888889 0.003903 0.001388 0.000000 0.007870 0.906667 0.003903 0.001415 0.000000 0.007870 0.924444 0.003903 0.001443 0.000000 0.007870 0.942222 0.003903 0.001471 0.000000 0.007870 0.960000 0.003903 0.001499 0.000000 0.007870 0.977778 0.003903 0.001526 0.000000 0.007870 0.995556 0.003903 0.001554 0.000000 0.007870 1.013333 0.003903 0.001582 0.000000 0.007870 1.031111 0.003903 0.001610 0.000000 0.007870 1.048889 0.003903 0.001637 0.000000 0.007870 1.066667 0.003903 0.001665 0.000000 0.007870 1.084444 0.003903 0.001693 0.000000 0.007870 1.102222 0.003903 0.001721 0.000000 0.007870 1.120000 0.003903 0.001748 0.000000 0.007870 1.137778 0.003903 0.001776 0.000000 0.007870 1.155556 0.003903 0.001804 0.000000 0.007870 1.173333 0.003903 0.001832 0.000000 0.007870 1.191111 0.003903 0.001859 0.000000 0.007870 1.208889 0.003903 0.001887 0.000000 0.007870 1.226667 0.003903 0.001915 0.000000 0.007870 1.244444 0.003903 0.001943 0.000000 0.007870 1.262222 0.003903 0.001970 0.000000 0.007870 1.280000 0.003903 0.001998 0.000000 0.007870 1.297778 0.003903 0.002026 0.000000 0.007870 1.315556 0.003903 0.002054 0.000000 0.007870 1.333333 0.003903 0.002081 0.000000 0.007870 1.351111 0.003903 0.002109 0.000000 0.007870 1.368889 0.003903 0.002137 0.000000 0.007870 1.386667 0.003903 0.002165 0.000000 0.007870 1.404444 0.003903 0.002192 0.000000 0.007870 1.422222 0.003903 0.002220 0.000000 0.007870 1.440000 0.003903 0.002248 0.000000 0.007870 1.457778 0.003903 0.002276 0.000000 0.007870 1.475556 0.003903 0.002303 0.000000 0.007870 1.493333 0.003903 0.002331 0.000000 0.007870 1.511111 0.003903 0.002401 0.000000 0.007870 1.528889 0.003903 0.002470 0.000000 0.007870 1.546667 0.003903 0.002539 0.000000 0.007870 1.564444 0.003903 0.002609 0.000000 0.007870 1.582222 0.003903 0.002678 0.000000 0.007870 1.600000 0.003903 0.002747 0.000000 0.007870 1.617778 0.003903 0.002817 0.075506 0.007870 END FTABLE 3 FTABLE 5 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.005510 0.000000 0.000000 0.000000 0.034444 0.005510 0.000076 0.000000 0.011111 0.068889 0.005510 0.000152 0.000000 0.011111 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 56 0.103333 0.005510 0.000228 0.000000 0.011111 0.137778 0.005510 0.000304 0.000000 0.011111 0.172222 0.005510 0.000380 0.000000 0.011111 0.206667 0.005510 0.000455 0.000000 0.011111 0.241111 0.005510 0.000531 0.000000 0.011111 0.275556 0.005510 0.000607 0.000000 0.011111 0.310000 0.005510 0.000683 0.000000 0.011111 0.344444 0.005510 0.000759 0.000000 0.011111 0.378889 0.005510 0.000835 0.000000 0.011111 0.413333 0.005510 0.000911 0.000000 0.011111 0.447778 0.005510 0.000987 0.000000 0.011111 0.482222 0.005510 0.001063 0.000000 0.011111 0.516667 0.005510 0.001139 0.000000 0.011111 0.551111 0.005510 0.001215 0.000000 0.011111 0.585556 0.005510 0.001290 0.000000 0.011111 0.620000 0.005510 0.001366 0.000000 0.011111 0.654444 0.005510 0.001442 0.000000 0.011111 0.688889 0.005510 0.001518 0.000000 0.011111 0.723333 0.005510 0.001594 0.000000 0.011111 0.757778 0.005510 0.001670 0.000000 0.011111 0.792222 0.005510 0.001746 0.000000 0.011111 0.826667 0.005510 0.001822 0.000000 0.011111 0.861111 0.005510 0.001898 0.000000 0.011111 0.895556 0.005510 0.001974 0.000000 0.011111 0.930000 0.005510 0.002050 0.000000 0.011111 0.964444 0.005510 0.002125 0.000000 0.011111 0.998889 0.005510 0.002201 0.000000 0.011111 1.033333 0.005510 0.002277 0.000000 0.011111 1.067778 0.005510 0.002353 0.000000 0.011111 1.102222 0.005510 0.002429 0.000000 0.011111 1.136667 0.005510 0.002505 0.000000 0.011111 1.171111 0.005510 0.002581 0.000000 0.011111 1.205556 0.005510 0.002657 0.000000 0.011111 1.240000 0.005510 0.002733 0.000000 0.011111 1.274444 0.005510 0.002809 0.000000 0.011111 1.308889 0.005510 0.002885 0.000000 0.011111 1.343333 0.005510 0.002961 0.000000 0.011111 1.377778 0.005510 0.003036 0.000000 0.011111 1.412222 0.005510 0.003112 0.000000 0.011111 1.446667 0.005510 0.003188 0.000000 0.011111 1.481111 0.005510 0.003264 0.000000 0.011111 1.515556 0.005510 0.003340 0.000000 0.011111 1.550000 0.005510 0.003416 0.000000 0.011111 1.584444 0.005510 0.003492 0.000000 0.011111 1.618889 0.005510 0.003568 0.000000 0.011111 1.653333 0.005510 0.003644 0.000000 0.011111 1.687778 0.005510 0.003720 0.000000 0.011111 1.722222 0.005510 0.003796 0.000000 0.011111 1.756667 0.005510 0.003871 0.000000 0.011111 1.791111 0.005510 0.003947 0.000000 0.011111 1.825556 0.005510 0.004023 0.000000 0.011111 1.860000 0.005510 0.004099 0.000000 0.011111 1.894444 0.005510 0.004175 0.000000 0.011111 1.928889 0.005510 0.004251 0.000000 0.011111 1.963333 0.005510 0.004327 0.000000 0.011111 1.997778 0.005510 0.004403 0.000000 0.011111 2.032222 0.005510 0.004479 0.000000 0.011111 2.066667 0.005510 0.004555 0.000000 0.011111 2.101111 0.005510 0.004631 0.000000 0.011111 2.135556 0.005510 0.004706 0.000000 0.011111 2.170000 0.005510 0.004782 0.000000 0.011111 2.204444 0.005510 0.004858 0.000000 0.011111 2.238889 0.005510 0.004934 0.000000 0.011111 2.273333 0.005510 0.005010 0.000000 0.011111 2.307778 0.005510 0.005086 0.000000 0.011111 2.342222 0.005510 0.005162 0.000000 0.011111 2.376667 0.005510 0.005238 0.000000 0.011111 2.411111 0.005510 0.005314 0.000000 0.011111 2.445556 0.005510 0.005390 0.000000 0.011111 2.480000 0.005510 0.005466 0.000000 0.011111 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 57 2.514444 0.005510 0.005541 0.000000 0.011111 2.548889 0.005510 0.005617 0.000000 0.011111 2.583333 0.005510 0.005693 0.000000 0.011111 2.617778 0.005510 0.005769 0.000000 0.011111 2.652222 0.005510 0.005845 0.000000 0.011111 2.686667 0.005510 0.005921 0.000000 0.011111 2.721111 0.005510 0.005997 0.000000 0.011111 2.755556 0.005510 0.006073 0.000000 0.011111 2.790000 0.005510 0.006149 0.000000 0.011111 2.824444 0.005510 0.006225 0.000000 0.011111 2.858889 0.005510 0.006301 0.000000 0.011111 2.893333 0.005510 0.006376 0.000000 0.011111 2.927778 0.005510 0.006452 0.000000 0.011111 2.962222 0.005510 0.006528 0.000000 0.011111 2.996667 0.005510 0.006604 0.000000 0.011111 3.031111 0.005510 0.006794 0.174756 0.011111 3.065556 0.005510 0.006984 0.534249 0.011111 3.100000 0.005510 0.007174 1.006079 0.011111 END FTABLE 5 FTABLE 2 90 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.002296 0.000000 0.008900 0.000000 0.111111 0.002296 0.000255 0.008900 0.000000 0.222222 0.002296 0.000510 0.008900 0.000000 0.333333 0.002296 0.000765 0.008900 0.000000 0.444444 0.002296 0.001020 0.008900 0.000000 0.555556 0.002296 0.001275 0.008900 0.000000 0.666667 0.002296 0.001530 0.008900 11.00000 0.777778 0.002296 0.001786 0.008900 21.00000 0.888889 0.002296 0.002041 0.008900 31.00000 1.000000 0.002296 0.002296 0.008900 41.00000 1.111111 0.002296 0.002551 0.008900 51.00000 1.222222 0.002296 0.002806 0.008900 61.00000 1.333333 0.002296 0.003061 0.008900 71.00000 1.444444 0.002296 0.003316 0.008900 81.00000 1.555556 0.002296 0.003571 0.008900 91.00000 1.666667 0.002296 0.003826 0.008900 101.0000 1.777778 0.002296 0.004081 0.008900 111.0000 1.888889 0.002296 0.004336 0.008900 121.0000 2.000000 0.002296 0.004591 0.008900 131.0000 2.111111 0.002296 0.004846 0.008900 141.0000 2.222222 0.002296 0.005102 0.008900 151.0000 2.333333 0.002296 0.005357 0.008900 161.0000 2.444444 0.002296 0.005612 0.008900 171.0000 2.555556 0.002296 0.005867 0.008900 181.0000 2.666667 0.002296 0.006122 0.008900 191.0000 2.777778 0.002296 0.006377 0.008900 201.0000 2.888889 0.002296 0.006632 0.008900 211.0000 3.000000 0.002296 0.006887 0.008900 221.0000 3.111111 0.002296 0.007142 0.008900 231.0000 3.222222 0.002296 0.007397 0.008900 241.0000 3.333333 0.002296 0.007652 0.008900 251.0000 3.444444 0.002296 0.007907 0.008900 261.0000 3.555556 0.002296 0.008162 0.008900 271.0000 3.666667 0.002296 0.008418 0.008900 281.0000 3.777778 0.002296 0.008673 0.008900 291.0000 3.888889 0.002296 0.008928 0.008900 301.0000 4.000000 0.002296 0.009183 0.008900 311.0000 4.111111 0.002296 0.009438 0.008900 321.0000 4.222222 0.002296 0.009693 0.008900 331.0000 4.333333 0.002296 0.009948 0.008900 341.0000 4.444444 0.002296 0.010203 0.008900 351.0000 4.555556 0.002296 0.010458 0.008900 361.0000 4.666667 0.002296 0.010713 0.008900 371.0000 4.777778 0.002296 0.010968 0.008900 381.0000 4.888889 0.002296 0.011223 0.008900 391.0000 5.000000 0.002296 0.011478 0.008900 401.0000 5.111111 0.002296 0.011733 0.008900 411.0000 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 58 5.222222 0.002296 0.011989 0.008900 421.0000 5.333333 0.002296 0.012244 0.008900 431.0000 5.444444 0.002296 0.012499 0.008900 441.0000 5.555556 0.002296 0.012754 0.008900 451.0000 5.666667 0.002296 0.013009 0.008900 461.0000 5.777778 0.002296 0.013264 0.008900 471.0000 5.888889 0.002296 0.013519 0.008900 481.0000 6.000000 0.002296 0.013774 0.008900 491.0000 6.111111 0.002296 0.014029 0.008900 501.0000 6.222222 0.002296 0.014284 0.008900 511.0000 6.333333 0.002296 0.014539 0.008900 521.0000 6.444444 0.002296 0.014794 0.008900 531.0000 6.555556 0.002296 0.015049 0.008900 541.0000 6.666667 0.002296 0.015305 0.008900 551.0000 6.777778 0.002296 0.015560 0.008900 561.0000 6.888889 0.002296 0.015815 0.008900 571.0000 7.000000 0.002296 0.016070 0.008900 581.0000 7.111111 0.002296 0.016325 0.008900 591.0000 7.222222 0.002296 0.016580 0.008900 601.0000 7.333333 0.002296 0.016835 0.008900 611.0000 7.444444 0.002296 0.017090 0.008900 621.0000 7.555556 0.002296 0.017345 0.008900 631.0000 7.666667 0.002296 0.017600 0.008900 641.0000 7.777778 0.002296 0.017855 0.008900 651.0000 7.888889 0.002296 0.018110 0.008900 661.0000 8.000000 0.002296 0.018365 0.008900 671.0000 8.111111 0.002296 0.018621 0.008900 681.0000 8.222222 0.002296 0.018876 0.008900 691.0000 8.333333 0.002296 0.019131 0.008900 701.0000 8.444444 0.002296 0.019386 0.008900 711.0000 8.555556 0.002296 0.019641 0.008900 721.0000 8.666667 0.002296 0.019896 0.008900 731.0000 8.777778 0.002296 0.020151 0.008900 741.0000 8.888889 0.002296 0.020406 0.008900 751.0000 9.000000 0.002296 0.020661 0.008900 761.0000 9.111111 0.002296 0.020916 0.008900 771.0000 9.222222 0.002296 0.021171 0.008900 781.0000 9.333333 0.002296 0.021426 0.008900 791.0000 9.444444 0.002296 0.021681 0.008900 801.0000 9.555556 0.002296 0.021937 0.008900 811.0000 9.666667 0.002296 0.022192 0.008900 821.0000 9.777778 0.002296 0.022447 0.008900 831.0000 9.888889 0.002296 0.022702 0.008900 841.0000 END FTABLE 2 FTABLE 4 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.003903 0.000000 0.000000 0.000000 0.017778 0.003903 0.000028 0.000000 0.007870 0.035556 0.003903 0.000056 0.000000 0.007870 0.053333 0.003903 0.000083 0.000000 0.007870 0.071111 0.003903 0.000111 0.000000 0.007870 0.088889 0.003903 0.000139 0.000000 0.007870 0.106667 0.003903 0.000167 0.000000 0.007870 0.124444 0.003903 0.000194 0.000000 0.007870 0.142222 0.003903 0.000222 0.000000 0.007870 0.160000 0.003903 0.000250 0.000000 0.007870 0.177778 0.003903 0.000278 0.000000 0.007870 0.195556 0.003903 0.000305 0.000000 0.007870 0.213333 0.003903 0.000333 0.000000 0.007870 0.231111 0.003903 0.000361 0.000000 0.007870 0.248889 0.003903 0.000389 0.000000 0.007870 0.266667 0.003903 0.000416 0.000000 0.007870 0.284444 0.003903 0.000444 0.000000 0.007870 0.302222 0.003903 0.000472 0.000000 0.007870 0.320000 0.003903 0.000500 0.000000 0.007870 0.337778 0.003903 0.000527 0.000000 0.007870 0.355556 0.003903 0.000555 0.000000 0.007870 0.373333 0.003903 0.000583 0.000000 0.007870 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 59 0.391111 0.003903 0.000611 0.000000 0.007870 0.408889 0.003903 0.000638 0.000000 0.007870 0.426667 0.003903 0.000666 0.000000 0.007870 0.444444 0.003903 0.000694 0.000000 0.007870 0.462222 0.003903 0.000722 0.000000 0.007870 0.480000 0.003903 0.000749 0.000000 0.007870 0.497778 0.003903 0.000777 0.000000 0.007870 0.515556 0.003903 0.000805 0.000000 0.007870 0.533333 0.003903 0.000833 0.000000 0.007870 0.551111 0.003903 0.000860 0.000000 0.007870 0.568889 0.003903 0.000888 0.000000 0.007870 0.586667 0.003903 0.000916 0.000000 0.007870 0.604444 0.003903 0.000944 0.000000 0.007870 0.622222 0.003903 0.000971 0.000000 0.007870 0.640000 0.003903 0.000999 0.000000 0.007870 0.657778 0.003903 0.001027 0.000000 0.007870 0.675556 0.003903 0.001055 0.000000 0.007870 0.693333 0.003903 0.001082 0.000000 0.007870 0.711111 0.003903 0.001110 0.000000 0.007870 0.728889 0.003903 0.001138 0.000000 0.007870 0.746667 0.003903 0.001166 0.000000 0.007870 0.764444 0.003903 0.001193 0.000000 0.007870 0.782222 0.003903 0.001221 0.000000 0.007870 0.800000 0.003903 0.001249 0.000000 0.007870 0.817778 0.003903 0.001277 0.000000 0.007870 0.835556 0.003903 0.001304 0.000000 0.007870 0.853333 0.003903 0.001332 0.000000 0.007870 0.871111 0.003903 0.001360 0.000000 0.007870 0.888889 0.003903 0.001388 0.000000 0.007870 0.906667 0.003903 0.001415 0.000000 0.007870 0.924444 0.003903 0.001443 0.000000 0.007870 0.942222 0.003903 0.001471 0.000000 0.007870 0.960000 0.003903 0.001499 0.000000 0.007870 0.977778 0.003903 0.001526 0.000000 0.007870 0.995556 0.003903 0.001554 0.000000 0.007870 1.013333 0.003903 0.001582 0.000000 0.007870 1.031111 0.003903 0.001610 0.000000 0.007870 1.048889 0.003903 0.001637 0.000000 0.007870 1.066667 0.003903 0.001665 0.000000 0.007870 1.084444 0.003903 0.001693 0.000000 0.007870 1.102222 0.003903 0.001721 0.000000 0.007870 1.120000 0.003903 0.001748 0.000000 0.007870 1.137778 0.003903 0.001776 0.000000 0.007870 1.155556 0.003903 0.001804 0.000000 0.007870 1.173333 0.003903 0.001832 0.000000 0.007870 1.191111 0.003903 0.001859 0.000000 0.007870 1.208889 0.003903 0.001887 0.000000 0.007870 1.226667 0.003903 0.001915 0.000000 0.007870 1.244444 0.003903 0.001943 0.000000 0.007870 1.262222 0.003903 0.001970 0.000000 0.007870 1.280000 0.003903 0.001998 0.000000 0.007870 1.297778 0.003903 0.002026 0.000000 0.007870 1.315556 0.003903 0.002054 0.000000 0.007870 1.333333 0.003903 0.002081 0.000000 0.007870 1.351111 0.003903 0.002109 0.000000 0.007870 1.368889 0.003903 0.002137 0.000000 0.007870 1.386667 0.003903 0.002165 0.000000 0.007870 1.404444 0.003903 0.002192 0.000000 0.007870 1.422222 0.003903 0.002220 0.000000 0.007870 1.440000 0.003903 0.002248 0.000000 0.007870 1.457778 0.003903 0.002276 0.000000 0.007870 1.475556 0.003903 0.002303 0.000000 0.007870 1.493333 0.003903 0.002331 0.000000 0.007870 1.511111 0.003903 0.002401 0.000000 0.007870 1.528889 0.003903 0.002470 0.000000 0.007870 1.546667 0.003903 0.002539 0.000000 0.007870 1.564444 0.003903 0.002609 0.000000 0.007870 1.582222 0.003903 0.002678 0.000000 0.007870 1.600000 0.003903 0.002747 0.000000 0.007870 1.617778 0.003903 0.002817 0.075506 0.007870 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 60 END FTABLE 4 FTABLE 6 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.005510 0.000000 0.000000 0.000000 0.034444 0.005510 0.000076 0.000000 0.011111 0.068889 0.005510 0.000152 0.000000 0.011111 0.103333 0.005510 0.000228 0.000000 0.011111 0.137778 0.005510 0.000304 0.000000 0.011111 0.172222 0.005510 0.000380 0.000000 0.011111 0.206667 0.005510 0.000455 0.000000 0.011111 0.241111 0.005510 0.000531 0.000000 0.011111 0.275556 0.005510 0.000607 0.000000 0.011111 0.310000 0.005510 0.000683 0.000000 0.011111 0.344444 0.005510 0.000759 0.000000 0.011111 0.378889 0.005510 0.000835 0.000000 0.011111 0.413333 0.005510 0.000911 0.000000 0.011111 0.447778 0.005510 0.000987 0.000000 0.011111 0.482222 0.005510 0.001063 0.000000 0.011111 0.516667 0.005510 0.001139 0.000000 0.011111 0.551111 0.005510 0.001215 0.000000 0.011111 0.585556 0.005510 0.001290 0.000000 0.011111 0.620000 0.005510 0.001366 0.000000 0.011111 0.654444 0.005510 0.001442 0.000000 0.011111 0.688889 0.005510 0.001518 0.000000 0.011111 0.723333 0.005510 0.001594 0.000000 0.011111 0.757778 0.005510 0.001670 0.000000 0.011111 0.792222 0.005510 0.001746 0.000000 0.011111 0.826667 0.005510 0.001822 0.000000 0.011111 0.861111 0.005510 0.001898 0.000000 0.011111 0.895556 0.005510 0.001974 0.000000 0.011111 0.930000 0.005510 0.002050 0.000000 0.011111 0.964444 0.005510 0.002125 0.000000 0.011111 0.998889 0.005510 0.002201 0.000000 0.011111 1.033333 0.005510 0.002277 0.000000 0.011111 1.067778 0.005510 0.002353 0.000000 0.011111 1.102222 0.005510 0.002429 0.000000 0.011111 1.136667 0.005510 0.002505 0.000000 0.011111 1.171111 0.005510 0.002581 0.000000 0.011111 1.205556 0.005510 0.002657 0.000000 0.011111 1.240000 0.005510 0.002733 0.000000 0.011111 1.274444 0.005510 0.002809 0.000000 0.011111 1.308889 0.005510 0.002885 0.000000 0.011111 1.343333 0.005510 0.002961 0.000000 0.011111 1.377778 0.005510 0.003036 0.000000 0.011111 1.412222 0.005510 0.003112 0.000000 0.011111 1.446667 0.005510 0.003188 0.000000 0.011111 1.481111 0.005510 0.003264 0.000000 0.011111 1.515556 0.005510 0.003340 0.000000 0.011111 1.550000 0.005510 0.003416 0.000000 0.011111 1.584444 0.005510 0.003492 0.000000 0.011111 1.618889 0.005510 0.003568 0.000000 0.011111 1.653333 0.005510 0.003644 0.000000 0.011111 1.687778 0.005510 0.003720 0.000000 0.011111 1.722222 0.005510 0.003796 0.000000 0.011111 1.756667 0.005510 0.003871 0.000000 0.011111 1.791111 0.005510 0.003947 0.000000 0.011111 1.825556 0.005510 0.004023 0.000000 0.011111 1.860000 0.005510 0.004099 0.000000 0.011111 1.894444 0.005510 0.004175 0.000000 0.011111 1.928889 0.005510 0.004251 0.000000 0.011111 1.963333 0.005510 0.004327 0.000000 0.011111 1.997778 0.005510 0.004403 0.000000 0.011111 2.032222 0.005510 0.004479 0.000000 0.011111 2.066667 0.005510 0.004555 0.000000 0.011111 2.101111 0.005510 0.004631 0.000000 0.011111 2.135556 0.005510 0.004706 0.000000 0.011111 2.170000 0.005510 0.004782 0.000000 0.011111 2.204444 0.005510 0.004858 0.000000 0.011111 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 61 2.238889 0.005510 0.004934 0.000000 0.011111 2.273333 0.005510 0.005010 0.000000 0.011111 2.307778 0.005510 0.005086 0.000000 0.011111 2.342222 0.005510 0.005162 0.000000 0.011111 2.376667 0.005510 0.005238 0.000000 0.011111 2.411111 0.005510 0.005314 0.000000 0.011111 2.445556 0.005510 0.005390 0.000000 0.011111 2.480000 0.005510 0.005466 0.000000 0.011111 2.514444 0.005510 0.005541 0.000000 0.011111 2.548889 0.005510 0.005617 0.000000 0.011111 2.583333 0.005510 0.005693 0.000000 0.011111 2.617778 0.005510 0.005769 0.000000 0.011111 2.652222 0.005510 0.005845 0.000000 0.011111 2.686667 0.005510 0.005921 0.000000 0.011111 2.721111 0.005510 0.005997 0.000000 0.011111 2.755556 0.005510 0.006073 0.000000 0.011111 2.790000 0.005510 0.006149 0.000000 0.011111 2.824444 0.005510 0.006225 0.000000 0.011111 2.858889 0.005510 0.006301 0.000000 0.011111 2.893333 0.005510 0.006376 0.000000 0.011111 2.927778 0.005510 0.006452 0.000000 0.011111 2.962222 0.005510 0.006528 0.000000 0.011111 2.996667 0.005510 0.006604 0.000000 0.011111 3.031111 0.005510 0.006794 0.174756 0.011111 3.065556 0.005510 0.006984 0.534249 0.011111 3.100000 0.005510 0.007174 1.006079 0.011111 END FTABLE 6 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** RCHRES 5 HYDR RO 1 1 1 WDM 1000 FLOW ENGL REPL RCHRES 5 HYDR O 1 1 1 WDM 1001 FLOW ENGL REPL RCHRES 5 HYDR O 2 1 1 WDM 1002 FLOW ENGL REPL RCHRES 5 HYDR STAGE 1 1 1 WDM 1003 STAG ENGL REPL COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL RCHRES 6 HYDR RO 1 1 1 WDM 1024 FLOW ENGL REPL RCHRES 6 HYDR O 1 1 1 WDM 1025 FLOW ENGL REPL RCHRES 6 HYDR O 2 1 1 WDM 1026 FLOW ENGL REPL RCHRES 6 HYDR STAGE 1 1 1 WDM 1027 STAG ENGL REPL COPY 2 OUTPUT MEAN 1 1 48.4 WDM 702 FLOW ENGL REPL COPY 502 OUTPUT MEAN 1 1 48.4 WDM 802 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 62 MASS-LINK 7 RCHRES OFLOW OVOL 1 RCHRES INFLOW IVOL END MASS-LINK 7 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 17 RCHRES OFLOW OVOL 1 COPY INPUT MEAN END MASS-LINK 17 MASS-LINK 18 RCHRES OFLOW OVOL 2 COPY INPUT MEAN END MASS-LINK 18 END MASS-LINK END RUN 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 63 Predeveloped HSPF Message File 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 64 Mitigated HSPF Message File 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 65 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2017; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com 21022 FRONTAGE MODEL july revisit 7/21/2017 9:45:50 AM Page 66 21022 GR&R Grading Quantities Calculations 8/17/18 Grading Description Grading Volume (CY) Cut Stripping to subgrade 342 Infiltration Trench Cut 800 Total Cut 1,142 Fill Filling to subgrade 1,751 Trench Fill (Imported gravel) 394 Trench Fill (Amended soils) 100 Trench Fill (Structural 306 backfill) Total Fill 2,551 Total Net Cut/Fill 1,409 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) WWHM2012 PROJECT REPORT General Model Information Project Name: 21022 full site 1 Site Name: Site Address: City: Report Date: 8/3/2017 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.200 Version Date: 2017/04/14 Version: 4.2.13 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year Low Flow Threshold for POC2: 50 Percent of the 2 Year High Flow Threshold for POC2: 50 Year Low Flow Threshold for POC3: 50 Percent of the 2 Year High Flow Threshold for POC3: 50 Year 21022 full site 1 8/3/2017 10:14:46 AM Page 2 Landuse Basin Data Predeveloped Land Use N. Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.403 Pervious Total 0.403 Impervious Land Use acre Impervious Total 0 Basin Total 0.403 Element Flows To: Surface Interflow Groundwater 21022 full site 1 8/3/2017 10:14:46 AM Page 3 E. Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.589 Pervious Total 0.589 Impervious Land Use acre Impervious Total 0 Basin Total 0.589 Element Flows To: Surface Interflow Groundwater 21022 full site 1 8/3/2017 10:14:46 AM Page 4 S. Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.435 Pervious Total 0.435 Impervious Land Use acre Impervious Total 0 Basin Total 0.435 Element Flows To: Surface Interflow Groundwater 21022 full site 1 8/3/2017 10:14:46 AM Page 5 Mitigated Land Use N. PGIS Basin Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre PARKING FLAT 0.227 Impervious Total 0.227 Basin Total 0.227 Element Flows To: Surface Interflow Groundwater N. Flow Splitter 21022 full site 1 8/3/2017 10:14:46 AM Page 6 N. Sidewalk Bypass: No Impervious Land Use acre SIDEWALKS FLAT LAT 0.018 Element Flows To: Outlet 1 Outlet 2 N. Planter 21022 full site 1 8/3/2017 10:14:46 AM Page 7 N. Planter Bypass: No GroundWater: No Pervious Land Use acre A B, Pasture, Flat .014 Element Flows To: Surface Interflow Groundwater N. Flow Splitter 21022 full site 1 8/3/2017 10:14:46 AM Page 8 N. NPGIS Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Pasture, Flat 0.059 Pervious Total 0.059 Impervious Land Use acre ROOF TOPS FLAT 0.067 SIDEWALKS FLAT 0.018 Impervious Total 0.085 Basin Total 0.144 Element Flows To: Surface Interflow Groundwater N. FC Trench 21022 full site 1 8/3/2017 10:14:46 AM Page 9 E. PGIS Basin Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre PARKING FLAT 0.251 Impervious Total 0.251 Basin Total 0.251 Element Flows To: Surface Interflow Groundwater E. Flow Splitter 21022 full site 1 8/3/2017 10:14:46 AM Page 10 E. Sidewalk Bypass: No Impervious Land Use acre SIDEWALKS FLAT LAT 0.016 Element Flows To: Outlet 1 Outlet 2 E. Planter 21022 full site 1 8/3/2017 10:14:46 AM Page 11 E. Planter Bypass: No GroundWater: No Pervious Land Use acre A B, Pasture, Flat .013 Element Flows To: Surface Interflow Groundwater E. Flow Splitter 21022 full site 1 8/3/2017 10:14:46 AM Page 12 E. NPGIS Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Pasture, Flat 0.081 A B, Lawn, Flat 0.096 Pervious Total 0.177 Impervious Land Use acre ROOF TOPS FLAT 0.128 SIDEWALKS FLAT 0.004 Impervious Total 0.132 Basin Total 0.309 Element Flows To: Surface Interflow Groundwater E. FC Trench 21022 full site 1 8/3/2017 10:14:46 AM Page 13 S. PGIS Basin Bypass: No GroundWater: No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre PARKING FLAT 0.233 Impervious Total 0.233 Basin Total 0.233 Element Flows To: Surface Interflow Groundwater S. Flow Splitter 21022 full site 1 8/3/2017 10:14:46 AM Page 14 S. Sidewalk Bypass: No Impervious Land Use acre SIDEWALKS FLAT LAT 0.018 Element Flows To: Outlet 1 Outlet 2 S. Planter 21022 full site 1 8/3/2017 10:14:46 AM Page 15 S. Planter Bypass: No GroundWater: No Pervious Land Use acre A B, Pasture, Flat .014 Element Flows To: Surface Interflow Groundwater S. Flow Splitter 21022 full site 1 8/3/2017 10:14:46 AM Page 16 S. NPGIS Basin Bypass: No GroundWater: No Pervious Land Use acre A B, Pasture, Flat 0.084 Pervious Total 0.084 Impervious Land Use acre ROOF TOPS FLAT 0.069 SIDEWALKS FLAT 0.017 Impervious Total 0.086 Basin Total 0.17 Element Flows To: Surface Interflow Groundwater S. FC Trench 21022 full site 1 8/3/2017 10:14:46 AM Page 17 Routing Elements Predeveloped Routing 21022 full site 1 8/3/2017 10:14:46 AM Page 18 Mitigated Routing N. Flow Splitter Bottom Length: 10.00 ft. Bottom Length: 10.00 ft. Depth: 10 ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Threshold Splitter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Primary(cfs) Secondary(cfs) 0.000 0.002 0.000 0.026 0.000 0.111 0.002 0.000 0.026 0.000 0.222 0.002 0.000 0.026 0.000 0.333 0.002 0.000 0.026 0.000 0.444 0.002 0.001 0.026 0.000 0.555 0.002 0.001 0.026 0.000 0.666 0.002 0.001 0.026 0.000 0.777 0.002 0.001 0.026 0.000 0.888 0.002 0.002 0.026 0.000 1.000 0.002 0.002 0.026 0.000 1.111 0.002 0.002 0.026 0.000 1.222 0.002 0.002 0.026 0.000 1.333 0.002 0.003 0.026 0.000 1.444 0.002 0.003 0.026 0.000 1.555 0.002 0.003 0.026 0.000 1.666 0.002 0.003 0.026 0.000 1.777 0.002 0.004 0.026 0.000 1.888 0.002 0.004 0.026 0.000 2.000 0.002 0.004 0.026 0.000 2.111 0.002 0.004 0.026 0.000 2.222 0.002 0.005 0.026 0.000 2.333 0.002 0.005 0.026 0.000 2.444 0.002 0.005 0.026 0.000 2.555 0.002 0.005 0.026 0.000 2.666 0.002 0.006 0.026 0.000 2.777 0.002 0.006 0.026 0.000 2.888 0.002 0.006 0.026 1000 3.000 0.002 0.006 0.026 1000 3.111 0.002 0.007 0.026 1000 3.222 0.002 0.007 0.026 1000 3.333 0.002 0.007 0.026 1000 3.444 0.002 0.007 0.026 1000 3.555 0.002 0.008 0.026 1000 3.666 0.002 0.008 0.026 1000 3.777 0.002 0.008 0.026 1000 3.888 0.002 0.008 0.026 1000 4.000 0.002 0.009 0.026 1000 4.111 0.002 0.009 0.026 1000 4.222 0.002 0.009 0.026 1000 4.333 0.002 0.009 0.026 1000 4.444 0.002 0.010 0.026 1000 4.555 0.002 0.010 0.026 1000 4.666 0.002 0.010 0.026 1000 4.777 0.002 0.011 0.026 1000 4.888 0.002 0.011 0.026 1000 21022 full site 1 8/3/2017 10:14:46 AM Page 19 5.000 0.002 0.011 0.026 1000 5.111 0.002 0.011 0.026 1000 5.222 0.002 0.012 0.026 1000 5.333 0.002 0.012 0.026 1000 5.444 0.002 0.012 0.026 1000 5.555 0.002 0.012 0.026 1000 5.666 0.002 0.013 0.026 1000 5.777 0.002 0.013 0.026 1000 5.888 0.002 0.013 0.026 1000 6.000 0.002 0.013 0.026 1000 6.111 0.002 0.014 0.026 1000 6.222 0.002 0.014 0.026 1000 6.333 0.002 0.014 0.026 1000 6.444 0.002 0.014 0.026 1000 6.555 0.002 0.015 0.026 1000 6.666 0.002 0.015 0.026 1000 6.777 0.002 0.015 0.026 1000 6.888 0.002 0.015 0.026 1000 7.000 0.002 0.016 0.026 1000 7.111 0.002 0.016 0.026 1000 7.222 0.002 0.016 0.026 1000 7.333 0.002 0.016 0.026 1000 7.444 0.002 0.017 0.026 1000 7.555 0.002 0.017 0.026 1000 7.666 0.002 0.017 0.026 1000 7.777 0.002 0.017 0.026 1000 7.888 0.002 0.018 0.026 1000 8.000 0.002 0.018 0.026 1000 8.111 0.002 0.018 0.026 1000 8.222 0.002 0.018 0.026 1000 8.333 0.002 0.019 0.026 1000 8.444 0.002 0.019 0.026 1000 8.555 0.002 0.019 0.026 1000 8.666 0.002 0.019 0.026 1000 8.777 0.002 0.020 0.026 1000 8.888 0.002 0.020 0.026 1000 9.000 0.002 0.020 0.026 1000 9.111 0.002 0.020 0.026 1000 9.222 0.002 0.021 0.026 1000 9.333 0.002 0.021 0.026 1000 9.444 0.002 0.021 0.026 1000 9.555 0.002 0.021 0.026 1000 9.666 0.002 0.022 0.026 1000 9.777 0.002 0.022 0.026 1000 9.888 0.002 0.022 0.026 1000 10.00 0.002 0.023 0.026 1000 10.11 0.002 0.023 0.026 1000 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 N. WQ Trench N. FC Trench 21022 full site 1 8/3/2017 10:14:46 AM Page 20 N. WQ Trench Bottom Length: 60.00 ft. Bottom Width: 8.10 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 1.5 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 41.818 Total Volume Through Riser (ac-ft.): 0.001 Total Volume Through Facility (ac-ft.): 41.819 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.6 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 N. FC Trench Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.011 0.000 0.000 0.000 0.0178 0.011 0.000 0.000 0.022 0.0356 0.011 0.000 0.000 0.022 0.0533 0.011 0.000 0.000 0.022 0.0711 0.011 0.000 0.000 0.022 0.0889 0.011 0.000 0.000 0.022 0.1067 0.011 0.000 0.000 0.022 0.1244 0.011 0.000 0.000 0.022 0.1422 0.011 0.000 0.000 0.022 0.1600 0.011 0.000 0.000 0.022 0.1778 0.011 0.000 0.000 0.022 0.1956 0.011 0.000 0.000 0.022 0.2133 0.011 0.001 0.000 0.022 0.2311 0.011 0.001 0.000 0.022 0.2489 0.011 0.001 0.000 0.022 0.2667 0.011 0.001 0.000 0.022 0.2844 0.011 0.001 0.000 0.022 0.3022 0.011 0.001 0.000 0.022 0.3200 0.011 0.001 0.000 0.022 0.3378 0.011 0.001 0.000 0.022 0.3556 0.011 0.001 0.000 0.022 0.3733 0.011 0.001 0.000 0.022 0.3911 0.011 0.001 0.000 0.022 0.4089 0.011 0.001 0.000 0.022 0.4267 0.011 0.001 0.000 0.022 0.4444 0.011 0.002 0.000 0.022 21022 full site 1 8/3/2017 10:14:46 AM Page 21 0.4622 0.011 0.002 0.000 0.022 0.4800 0.011 0.002 0.000 0.022 0.4978 0.011 0.002 0.000 0.022 0.5156 0.011 0.002 0.000 0.022 0.5333 0.011 0.002 0.000 0.022 0.5511 0.011 0.002 0.000 0.022 0.5689 0.011 0.002 0.000 0.022 0.5867 0.011 0.002 0.000 0.022 0.6044 0.011 0.002 0.000 0.022 0.6222 0.011 0.002 0.000 0.022 0.6400 0.011 0.002 0.000 0.022 0.6578 0.011 0.002 0.000 0.022 0.6756 0.011 0.003 0.000 0.022 0.6933 0.011 0.003 0.000 0.022 0.7111 0.011 0.003 0.000 0.022 0.7289 0.011 0.003 0.000 0.022 0.7467 0.011 0.003 0.000 0.022 0.7644 0.011 0.003 0.000 0.022 0.7822 0.011 0.003 0.000 0.022 0.8000 0.011 0.003 0.000 0.022 0.8178 0.011 0.003 0.000 0.022 0.8356 0.011 0.003 0.000 0.022 0.8533 0.011 0.003 0.000 0.022 0.8711 0.011 0.003 0.000 0.022 0.8889 0.011 0.004 0.000 0.022 0.9067 0.011 0.004 0.000 0.022 0.9244 0.011 0.004 0.000 0.022 0.9422 0.011 0.004 0.000 0.022 0.9600 0.011 0.004 0.000 0.022 0.9778 0.011 0.004 0.000 0.022 0.9956 0.011 0.004 0.000 0.022 1.0133 0.011 0.004 0.000 0.022 1.0311 0.011 0.004 0.000 0.022 1.0489 0.011 0.004 0.000 0.022 1.0667 0.011 0.004 0.000 0.022 1.0844 0.011 0.004 0.000 0.022 1.1022 0.011 0.004 0.000 0.022 1.1200 0.011 0.005 0.000 0.022 1.1378 0.011 0.005 0.000 0.022 1.1556 0.011 0.005 0.000 0.022 1.1733 0.011 0.005 0.000 0.022 1.1911 0.011 0.005 0.000 0.022 1.2089 0.011 0.005 0.000 0.022 1.2267 0.011 0.005 0.000 0.022 1.2444 0.011 0.005 0.000 0.022 1.2622 0.011 0.005 0.000 0.022 1.2800 0.011 0.005 0.000 0.022 1.2978 0.011 0.005 0.000 0.022 1.3156 0.011 0.005 0.000 0.022 1.3333 0.011 0.006 0.000 0.022 1.3511 0.011 0.006 0.000 0.022 1.3689 0.011 0.006 0.000 0.022 1.3867 0.011 0.006 0.000 0.022 1.4044 0.011 0.006 0.000 0.022 1.4222 0.011 0.006 0.000 0.022 1.4400 0.011 0.006 0.000 0.022 1.4578 0.011 0.006 0.000 0.022 1.4756 0.011 0.006 0.000 0.022 21022 full site 1 8/3/2017 10:14:46 AM Page 22 1.4933 0.011 0.006 0.000 0.022 1.5111 0.011 0.006 0.000 0.022 1.5289 0.011 0.007 0.000 0.022 1.5467 0.011 0.007 0.000 0.022 1.5644 0.011 0.007 0.000 0.022 1.5822 0.011 0.007 0.000 0.022 1.6000 0.011 0.007 0.000 0.022 21022 full site 1 8/3/2017 10:14:46 AM Page 23 N. FC Trench Bottom Length: 85.00 ft. Bottom Width: 11.15 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 3 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 18.384 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 18.384 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 3 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.021 0.000 0.000 0.000 0.0344 0.021 0.000 0.000 0.043 0.0689 0.021 0.000 0.000 0.043 0.1033 0.021 0.000 0.000 0.043 0.1378 0.021 0.001 0.000 0.043 0.1722 0.021 0.001 0.000 0.043 0.2067 0.021 0.001 0.000 0.043 0.2411 0.021 0.002 0.000 0.043 0.2756 0.021 0.002 0.000 0.043 0.3100 0.021 0.002 0.000 0.043 0.3444 0.021 0.003 0.000 0.043 0.3789 0.021 0.003 0.000 0.043 0.4133 0.021 0.003 0.000 0.043 0.4478 0.021 0.003 0.000 0.043 0.4822 0.021 0.004 0.000 0.043 0.5167 0.021 0.004 0.000 0.043 0.5511 0.021 0.004 0.000 0.043 0.5856 0.021 0.005 0.000 0.043 0.6200 0.021 0.005 0.000 0.043 0.6544 0.021 0.005 0.000 0.043 0.6889 0.021 0.006 0.000 0.043 0.7233 0.021 0.006 0.000 0.043 0.7578 0.021 0.006 0.000 0.043 0.7922 0.021 0.006 0.000 0.043 0.8267 0.021 0.007 0.000 0.043 0.8611 0.021 0.007 0.000 0.043 21022 full site 1 8/3/2017 10:14:46 AM Page 24 0.8956 0.021 0.007 0.000 0.043 0.9300 0.021 0.008 0.000 0.043 0.9644 0.021 0.008 0.000 0.043 0.9989 0.021 0.008 0.000 0.043 1.0333 0.021 0.009 0.000 0.043 1.0678 0.021 0.009 0.000 0.043 1.1022 0.021 0.009 0.000 0.043 1.1367 0.021 0.009 0.000 0.043 1.1711 0.021 0.010 0.000 0.043 1.2056 0.021 0.010 0.000 0.043 1.2400 0.021 0.010 0.000 0.043 1.2744 0.021 0.011 0.000 0.043 1.3089 0.021 0.011 0.000 0.043 1.3433 0.021 0.011 0.000 0.043 1.3778 0.021 0.012 0.000 0.043 1.4122 0.021 0.012 0.000 0.043 1.4467 0.021 0.012 0.000 0.043 1.4811 0.021 0.012 0.000 0.043 1.5156 0.021 0.013 0.000 0.043 1.5500 0.021 0.013 0.000 0.043 1.5844 0.021 0.013 0.000 0.043 1.6189 0.021 0.014 0.000 0.043 1.6533 0.021 0.014 0.000 0.043 1.6878 0.021 0.014 0.000 0.043 1.7222 0.021 0.015 0.000 0.043 1.7567 0.021 0.015 0.000 0.043 1.7911 0.021 0.015 0.000 0.043 1.8256 0.021 0.015 0.000 0.043 1.8600 0.021 0.016 0.000 0.043 1.8944 0.021 0.016 0.000 0.043 1.9289 0.021 0.016 0.000 0.043 1.9633 0.021 0.017 0.000 0.043 1.9978 0.021 0.017 0.000 0.043 2.0322 0.021 0.017 0.000 0.043 2.0667 0.021 0.018 0.000 0.043 2.1011 0.021 0.018 0.000 0.043 2.1356 0.021 0.018 0.000 0.043 2.1700 0.021 0.018 0.000 0.043 2.2044 0.021 0.019 0.000 0.043 2.2389 0.021 0.019 0.000 0.043 2.2733 0.021 0.019 0.000 0.043 2.3078 0.021 0.020 0.000 0.043 2.3422 0.021 0.020 0.000 0.043 2.3767 0.021 0.020 0.000 0.043 2.4111 0.021 0.021 0.000 0.043 2.4456 0.021 0.021 0.000 0.043 2.4800 0.021 0.021 0.000 0.043 2.5144 0.021 0.021 0.000 0.043 2.5489 0.021 0.022 0.000 0.043 2.5833 0.021 0.022 0.000 0.043 2.6178 0.021 0.022 0.000 0.043 2.6522 0.021 0.023 0.000 0.043 2.6867 0.021 0.023 0.000 0.043 2.7211 0.021 0.023 0.000 0.043 2.7556 0.021 0.024 0.000 0.043 2.7900 0.021 0.024 0.000 0.043 2.8244 0.021 0.024 0.000 0.043 2.8589 0.021 0.024 0.000 0.043 21022 full site 1 8/3/2017 10:14:46 AM Page 25 2.8933 0.021 0.025 0.000 0.043 2.9278 0.021 0.025 0.000 0.043 2.9622 0.021 0.025 0.000 0.043 2.9967 0.021 0.026 0.000 0.043 3.0311 0.021 0.026 0.174 0.043 3.0656 0.021 0.027 0.534 0.043 21022 full site 1 8/3/2017 10:14:46 AM Page 26 E. Flow Splitter Bottom Length: 10.00 ft. Bottom Length: 10.00 ft. Depth: 10 ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Threshold Splitter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Primary(cfs) Secondary(cfs) 0.000 0.002 0.000 0.029 0.000 0.111 0.002 0.000 0.029 0.000 0.222 0.002 0.000 0.029 0.000 0.333 0.002 0.000 0.029 0.000 0.444 0.002 0.001 0.029 0.000 0.555 0.002 0.001 0.029 0.000 0.666 0.002 0.001 0.029 0.000 0.777 0.002 0.001 0.029 0.000 0.888 0.002 0.002 0.029 0.000 1.000 0.002 0.002 0.029 0.000 1.111 0.002 0.002 0.029 0.000 1.222 0.002 0.002 0.029 0.000 1.333 0.002 0.003 0.029 0.000 1.444 0.002 0.003 0.029 0.000 1.555 0.002 0.003 0.029 0.000 1.666 0.002 0.003 0.029 0.000 1.777 0.002 0.004 0.029 0.000 1.888 0.002 0.004 0.029 0.000 2.000 0.002 0.004 0.029 0.000 2.111 0.002 0.004 0.029 0.000 2.222 0.002 0.005 0.029 0.000 2.333 0.002 0.005 0.029 0.000 2.444 0.002 0.005 0.029 0.000 2.555 0.002 0.005 0.029 0.000 2.666 0.002 0.006 0.029 0.000 2.777 0.002 0.006 0.029 0.000 2.888 0.002 0.006 0.029 1000 3.000 0.002 0.006 0.029 1000 3.111 0.002 0.007 0.029 1000 3.222 0.002 0.007 0.029 1000 3.333 0.002 0.007 0.029 1000 3.444 0.002 0.007 0.029 1000 3.555 0.002 0.008 0.029 1000 3.666 0.002 0.008 0.029 1000 3.777 0.002 0.008 0.029 1000 3.888 0.002 0.008 0.029 1000 4.000 0.002 0.009 0.029 1000 4.111 0.002 0.009 0.029 1000 4.222 0.002 0.009 0.029 1000 4.333 0.002 0.009 0.029 1000 4.444 0.002 0.010 0.029 1000 4.555 0.002 0.010 0.029 1000 4.666 0.002 0.010 0.029 1000 4.777 0.002 0.011 0.029 1000 4.888 0.002 0.011 0.029 1000 5.000 0.002 0.011 0.029 1000 5.111 0.002 0.011 0.029 1000 21022 full site 1 8/3/2017 10:14:46 AM Page 27 5.222 0.002 0.012 0.029 1000 5.333 0.002 0.012 0.029 1000 5.444 0.002 0.012 0.029 1000 5.555 0.002 0.012 0.029 1000 5.666 0.002 0.013 0.029 1000 5.777 0.002 0.013 0.029 1000 5.888 0.002 0.013 0.029 1000 6.000 0.002 0.013 0.029 1000 6.111 0.002 0.014 0.029 1000 6.222 0.002 0.014 0.029 1000 6.333 0.002 0.014 0.029 1000 6.444 0.002 0.014 0.029 1000 6.555 0.002 0.015 0.029 1000 6.666 0.002 0.015 0.029 1000 6.777 0.002 0.015 0.029 1000 6.888 0.002 0.015 0.029 1000 7.000 0.002 0.016 0.029 1000 7.111 0.002 0.016 0.029 1000 7.222 0.002 0.016 0.029 1000 7.333 0.002 0.016 0.029 1000 7.444 0.002 0.017 0.029 1000 7.555 0.002 0.017 0.029 1000 7.666 0.002 0.017 0.029 1000 7.777 0.002 0.017 0.029 1000 7.888 0.002 0.018 0.029 1000 8.000 0.002 0.018 0.029 1000 8.111 0.002 0.018 0.029 1000 8.222 0.002 0.018 0.029 1000 8.333 0.002 0.019 0.029 1000 8.444 0.002 0.019 0.029 1000 8.555 0.002 0.019 0.029 1000 8.666 0.002 0.019 0.029 1000 8.777 0.002 0.020 0.029 1000 8.888 0.002 0.020 0.029 1000 9.000 0.002 0.020 0.029 1000 9.111 0.002 0.020 0.029 1000 9.222 0.002 0.021 0.029 1000 9.333 0.002 0.021 0.029 1000 9.444 0.002 0.021 0.029 1000 9.555 0.002 0.021 0.029 1000 9.666 0.002 0.022 0.029 1000 9.777 0.002 0.022 0.029 1000 9.888 0.002 0.022 0.029 1000 10.00 0.002 0.023 0.029 1000 10.11 0.002 0.023 0.029 1000 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 E. WQ Trench E. FC Trench 21022 full site 1 8/3/2017 10:14:46 AM Page 28 E. WQ Trench Bottom Length: 60.00 ft. Bottom Width: 8.75 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 1.5 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 46.073 Total Volume Through Riser (ac-ft.): 0.002 Total Volume Through Facility (ac-ft.): 46.075 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.6 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 E. FC Trench Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.012 0.000 0.000 0.000 0.0178 0.012 0.000 0.000 0.024 0.0356 0.012 0.000 0.000 0.024 0.0533 0.012 0.000 0.000 0.024 0.0711 0.012 0.000 0.000 0.024 0.0889 0.012 0.000 0.000 0.024 0.1067 0.012 0.000 0.000 0.024 0.1244 0.012 0.000 0.000 0.024 0.1422 0.012 0.000 0.000 0.024 0.1600 0.012 0.000 0.000 0.024 0.1778 0.012 0.000 0.000 0.024 0.1956 0.012 0.000 0.000 0.024 0.2133 0.012 0.001 0.000 0.024 0.2311 0.012 0.001 0.000 0.024 0.2489 0.012 0.001 0.000 0.024 0.2667 0.012 0.001 0.000 0.024 0.2844 0.012 0.001 0.000 0.024 0.3022 0.012 0.001 0.000 0.024 0.3200 0.012 0.001 0.000 0.024 0.3378 0.012 0.001 0.000 0.024 0.3556 0.012 0.001 0.000 0.024 0.3733 0.012 0.001 0.000 0.024 0.3911 0.012 0.001 0.000 0.024 0.4089 0.012 0.002 0.000 0.024 0.4267 0.012 0.002 0.000 0.024 0.4444 0.012 0.002 0.000 0.024 21022 full site 1 8/3/2017 10:14:46 AM Page 29 0.4622 0.012 0.002 0.000 0.024 0.4800 0.012 0.002 0.000 0.024 0.4978 0.012 0.002 0.000 0.024 0.5156 0.012 0.002 0.000 0.024 0.5333 0.012 0.002 0.000 0.024 0.5511 0.012 0.002 0.000 0.024 0.5689 0.012 0.002 0.000 0.024 0.5867 0.012 0.002 0.000 0.024 0.6044 0.012 0.002 0.000 0.024 0.6222 0.012 0.003 0.000 0.024 0.6400 0.012 0.003 0.000 0.024 0.6578 0.012 0.003 0.000 0.024 0.6756 0.012 0.003 0.000 0.024 0.6933 0.012 0.003 0.000 0.024 0.7111 0.012 0.003 0.000 0.024 0.7289 0.012 0.003 0.000 0.024 0.7467 0.012 0.003 0.000 0.024 0.7644 0.012 0.003 0.000 0.024 0.7822 0.012 0.003 0.000 0.024 0.8000 0.012 0.003 0.000 0.024 0.8178 0.012 0.003 0.000 0.024 0.8356 0.012 0.004 0.000 0.024 0.8533 0.012 0.004 0.000 0.024 0.8711 0.012 0.004 0.000 0.024 0.8889 0.012 0.004 0.000 0.024 0.9067 0.012 0.004 0.000 0.024 0.9244 0.012 0.004 0.000 0.024 0.9422 0.012 0.004 0.000 0.024 0.9600 0.012 0.004 0.000 0.024 0.9778 0.012 0.004 0.000 0.024 0.9956 0.012 0.004 0.000 0.024 1.0133 0.012 0.004 0.000 0.024 1.0311 0.012 0.005 0.000 0.024 1.0489 0.012 0.005 0.000 0.024 1.0667 0.012 0.005 0.000 0.024 1.0844 0.012 0.005 0.000 0.024 1.1022 0.012 0.005 0.000 0.024 1.1200 0.012 0.005 0.000 0.024 1.1378 0.012 0.005 0.000 0.024 1.1556 0.012 0.005 0.000 0.024 1.1733 0.012 0.005 0.000 0.024 1.1911 0.012 0.005 0.000 0.024 1.2089 0.012 0.005 0.000 0.024 1.2267 0.012 0.005 0.000 0.024 1.2444 0.012 0.006 0.000 0.024 1.2622 0.012 0.006 0.000 0.024 1.2800 0.012 0.006 0.000 0.024 1.2978 0.012 0.006 0.000 0.024 1.3156 0.012 0.006 0.000 0.024 1.3333 0.012 0.006 0.000 0.024 1.3511 0.012 0.006 0.000 0.024 1.3689 0.012 0.006 0.000 0.024 1.3867 0.012 0.006 0.000 0.024 1.4044 0.012 0.006 0.000 0.024 1.4222 0.012 0.006 0.000 0.024 1.4400 0.012 0.006 0.000 0.024 1.4578 0.012 0.007 0.000 0.024 1.4756 0.012 0.007 0.000 0.024 21022 full site 1 8/3/2017 10:14:46 AM Page 30 1.4933 0.012 0.007 0.000 0.024 1.5111 0.012 0.007 0.000 0.024 1.5289 0.012 0.007 0.000 0.024 1.5467 0.012 0.007 0.000 0.024 1.5644 0.012 0.008 0.000 0.024 1.5822 0.012 0.008 0.000 0.024 1.6000 0.012 0.008 0.000 0.024 21022 full site 1 8/3/2017 10:14:46 AM Page 31 E. FC Trench Bottom Length: 100.00 ft. Bottom Width: 11.60 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 3 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 27.962 Total Volume Through Riser (ac-ft.): 0.001 Total Volume Through Facility (ac-ft.): 27.963 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 3 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.026 0.000 0.000 0.000 0.0344 0.026 0.000 0.000 0.053 0.0689 0.026 0.000 0.000 0.053 0.1033 0.026 0.001 0.000 0.053 0.1378 0.026 0.001 0.000 0.053 0.1722 0.026 0.001 0.000 0.053 0.2067 0.026 0.002 0.000 0.053 0.2411 0.026 0.002 0.000 0.053 0.2756 0.026 0.002 0.000 0.053 0.3100 0.026 0.003 0.000 0.053 0.3444 0.026 0.003 0.000 0.053 0.3789 0.026 0.004 0.000 0.053 0.4133 0.026 0.004 0.000 0.053 0.4478 0.026 0.004 0.000 0.053 0.4822 0.026 0.005 0.000 0.053 0.5167 0.026 0.005 0.000 0.053 0.5511 0.026 0.005 0.000 0.053 0.5856 0.026 0.006 0.000 0.053 0.6200 0.026 0.006 0.000 0.053 0.6544 0.026 0.007 0.000 0.053 0.6889 0.026 0.007 0.000 0.053 0.7233 0.026 0.007 0.000 0.053 0.7578 0.026 0.008 0.000 0.053 0.7922 0.026 0.008 0.000 0.053 0.8267 0.026 0.008 0.000 0.053 0.8611 0.026 0.009 0.000 0.053 21022 full site 1 8/3/2017 10:14:46 AM Page 32 0.8956 0.026 0.009 0.000 0.053 0.9300 0.026 0.009 0.000 0.053 0.9644 0.026 0.010 0.000 0.053 0.9989 0.026 0.010 0.000 0.053 1.0333 0.026 0.011 0.000 0.053 1.0678 0.026 0.011 0.000 0.053 1.1022 0.026 0.011 0.000 0.053 1.1367 0.026 0.012 0.000 0.053 1.1711 0.026 0.012 0.000 0.053 1.2056 0.026 0.012 0.000 0.053 1.2400 0.026 0.013 0.000 0.053 1.2744 0.026 0.013 0.000 0.053 1.3089 0.026 0.013 0.000 0.053 1.3433 0.026 0.014 0.000 0.053 1.3778 0.026 0.014 0.000 0.053 1.4122 0.026 0.015 0.000 0.053 1.4467 0.026 0.015 0.000 0.053 1.4811 0.026 0.015 0.000 0.053 1.5156 0.026 0.016 0.000 0.053 1.5500 0.026 0.016 0.000 0.053 1.5844 0.026 0.016 0.000 0.053 1.6189 0.026 0.017 0.000 0.053 1.6533 0.026 0.017 0.000 0.053 1.6878 0.026 0.018 0.000 0.053 1.7222 0.026 0.018 0.000 0.053 1.7567 0.026 0.018 0.000 0.053 1.7911 0.026 0.019 0.000 0.053 1.8256 0.026 0.019 0.000 0.053 1.8600 0.026 0.019 0.000 0.053 1.8944 0.026 0.020 0.000 0.053 1.9289 0.026 0.020 0.000 0.053 1.9633 0.026 0.020 0.000 0.053 1.9978 0.026 0.021 0.000 0.053 2.0322 0.026 0.021 0.000 0.053 2.0667 0.026 0.022 0.000 0.053 2.1011 0.026 0.022 0.000 0.053 2.1356 0.026 0.022 0.000 0.053 2.1700 0.026 0.023 0.000 0.053 2.2044 0.026 0.023 0.000 0.053 2.2389 0.026 0.023 0.000 0.053 2.2733 0.026 0.024 0.000 0.053 2.3078 0.026 0.024 0.000 0.053 2.3422 0.026 0.024 0.000 0.053 2.3767 0.026 0.025 0.000 0.053 2.4111 0.026 0.025 0.000 0.053 2.4456 0.026 0.026 0.000 0.053 2.4800 0.026 0.026 0.000 0.053 2.5144 0.026 0.026 0.000 0.053 2.5489 0.026 0.027 0.000 0.053 2.5833 0.026 0.027 0.000 0.053 2.6178 0.026 0.027 0.000 0.053 2.6522 0.026 0.028 0.000 0.053 2.6867 0.026 0.028 0.000 0.053 2.7211 0.026 0.029 0.000 0.053 2.7556 0.026 0.029 0.000 0.053 2.7900 0.026 0.029 0.000 0.053 2.8244 0.026 0.030 0.000 0.053 2.8589 0.026 0.030 0.000 0.053 21022 full site 1 8/3/2017 10:14:46 AM Page 33 2.8933 0.026 0.030 0.000 0.053 2.9278 0.026 0.031 0.000 0.053 2.9622 0.026 0.031 0.000 0.053 2.9967 0.026 0.031 0.000 0.053 3.0311 0.026 0.032 0.174 0.053 3.0656 0.026 0.033 0.534 0.053 21022 full site 1 8/3/2017 10:14:46 AM Page 34 S. Flow Splitter Bottom Length: 10.00 ft. Bottom Length: 10.00 ft. Depth: 10 ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Threshold Splitter Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Primary(cfs) Secondary(cfs) 0.000 0.002 0.000 0.027 0.000 0.111 0.002 0.000 0.027 0.000 0.222 0.002 0.000 0.027 0.000 0.333 0.002 0.000 0.027 0.000 0.444 0.002 0.001 0.027 0.000 0.555 0.002 0.001 0.027 0.000 0.666 0.002 0.001 0.027 0.000 0.777 0.002 0.001 0.027 0.000 0.888 0.002 0.002 0.027 0.000 1.000 0.002 0.002 0.027 0.000 1.111 0.002 0.002 0.027 0.000 1.222 0.002 0.002 0.027 0.000 1.333 0.002 0.003 0.027 0.000 1.444 0.002 0.003 0.027 0.000 1.555 0.002 0.003 0.027 0.000 1.666 0.002 0.003 0.027 0.000 1.777 0.002 0.004 0.027 0.000 1.888 0.002 0.004 0.027 0.000 2.000 0.002 0.004 0.027 0.000 2.111 0.002 0.004 0.027 0.000 2.222 0.002 0.005 0.027 0.000 2.333 0.002 0.005 0.027 0.000 2.444 0.002 0.005 0.027 0.000 2.555 0.002 0.005 0.027 0.000 2.666 0.002 0.006 0.027 0.000 2.777 0.002 0.006 0.027 0.000 2.888 0.002 0.006 0.027 1000 3.000 0.002 0.006 0.027 1000 3.111 0.002 0.007 0.027 1000 3.222 0.002 0.007 0.027 1000 3.333 0.002 0.007 0.027 1000 3.444 0.002 0.007 0.027 1000 3.555 0.002 0.008 0.027 1000 3.666 0.002 0.008 0.027 1000 3.777 0.002 0.008 0.027 1000 3.888 0.002 0.008 0.027 1000 4.000 0.002 0.009 0.027 1000 4.111 0.002 0.009 0.027 1000 4.222 0.002 0.009 0.027 1000 4.333 0.002 0.009 0.027 1000 4.444 0.002 0.010 0.027 1000 4.555 0.002 0.010 0.027 1000 4.666 0.002 0.010 0.027 1000 4.777 0.002 0.011 0.027 1000 4.888 0.002 0.011 0.027 1000 5.000 0.002 0.011 0.027 1000 5.111 0.002 0.011 0.027 1000 21022 full site 1 8/3/2017 10:14:46 AM Page 35 5.222 0.002 0.012 0.027 1000 5.333 0.002 0.012 0.027 1000 5.444 0.002 0.012 0.027 1000 5.555 0.002 0.012 0.027 1000 5.666 0.002 0.013 0.027 1000 5.777 0.002 0.013 0.027 1000 5.888 0.002 0.013 0.027 1000 6.000 0.002 0.013 0.027 1000 6.111 0.002 0.014 0.027 1000 6.222 0.002 0.014 0.027 1000 6.333 0.002 0.014 0.027 1000 6.444 0.002 0.014 0.027 1000 6.555 0.002 0.015 0.027 1000 6.666 0.002 0.015 0.027 1000 6.777 0.002 0.015 0.027 1000 6.888 0.002 0.015 0.027 1000 7.000 0.002 0.016 0.027 1000 7.111 0.002 0.016 0.027 1000 7.222 0.002 0.016 0.027 1000 7.333 0.002 0.016 0.027 1000 7.444 0.002 0.017 0.027 1000 7.555 0.002 0.017 0.027 1000 7.666 0.002 0.017 0.027 1000 7.777 0.002 0.017 0.027 1000 7.888 0.002 0.018 0.027 1000 8.000 0.002 0.018 0.027 1000 8.111 0.002 0.018 0.027 1000 8.222 0.002 0.018 0.027 1000 8.333 0.002 0.019 0.027 1000 8.444 0.002 0.019 0.027 1000 8.555 0.002 0.019 0.027 1000 8.666 0.002 0.019 0.027 1000 8.777 0.002 0.020 0.027 1000 8.888 0.002 0.020 0.027 1000 9.000 0.002 0.020 0.027 1000 9.111 0.002 0.020 0.027 1000 9.222 0.002 0.021 0.027 1000 9.333 0.002 0.021 0.027 1000 9.444 0.002 0.021 0.027 1000 9.555 0.002 0.021 0.027 1000 9.666 0.002 0.022 0.027 1000 9.777 0.002 0.022 0.027 1000 9.888 0.002 0.022 0.027 1000 10.00 0.002 0.023 0.027 1000 10.11 0.002 0.023 0.027 1000 Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 S. WQ Trench S. FC Trench 21022 full site 1 8/3/2017 10:14:46 AM Page 36 S. WQ Trench Bottom Length: 48.00 ft. Bottom Width: 10.40 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 1.5 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 42.901 Total Volume Through Riser (ac-ft.): 0.001 Total Volume Through Facility (ac-ft.): 42.901 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.6 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 S. FC Trench Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.011 0.000 0.000 0.000 0.0178 0.011 0.000 0.000 0.023 0.0356 0.011 0.000 0.000 0.023 0.0533 0.011 0.000 0.000 0.023 0.0711 0.011 0.000 0.000 0.023 0.0889 0.011 0.000 0.000 0.023 0.1067 0.011 0.000 0.000 0.023 0.1244 0.011 0.000 0.000 0.023 0.1422 0.011 0.000 0.000 0.023 0.1600 0.011 0.000 0.000 0.023 0.1778 0.011 0.000 0.000 0.023 0.1956 0.011 0.000 0.000 0.023 0.2133 0.011 0.001 0.000 0.023 0.2311 0.011 0.001 0.000 0.023 0.2489 0.011 0.001 0.000 0.023 0.2667 0.011 0.001 0.000 0.023 0.2844 0.011 0.001 0.000 0.023 0.3022 0.011 0.001 0.000 0.023 0.3200 0.011 0.001 0.000 0.023 0.3378 0.011 0.001 0.000 0.023 0.3556 0.011 0.001 0.000 0.023 0.3733 0.011 0.001 0.000 0.023 0.3911 0.011 0.001 0.000 0.023 0.4089 0.011 0.001 0.000 0.023 0.4267 0.011 0.002 0.000 0.023 0.4444 0.011 0.002 0.000 0.023 21022 full site 1 8/3/2017 10:14:46 AM Page 37 0.4622 0.011 0.002 0.000 0.023 0.4800 0.011 0.002 0.000 0.023 0.4978 0.011 0.002 0.000 0.023 0.5156 0.011 0.002 0.000 0.023 0.5333 0.011 0.002 0.000 0.023 0.5511 0.011 0.002 0.000 0.023 0.5689 0.011 0.002 0.000 0.023 0.5867 0.011 0.002 0.000 0.023 0.6044 0.011 0.002 0.000 0.023 0.6222 0.011 0.002 0.000 0.023 0.6400 0.011 0.002 0.000 0.023 0.6578 0.011 0.003 0.000 0.023 0.6756 0.011 0.003 0.000 0.023 0.6933 0.011 0.003 0.000 0.023 0.7111 0.011 0.003 0.000 0.023 0.7289 0.011 0.003 0.000 0.023 0.7467 0.011 0.003 0.000 0.023 0.7644 0.011 0.003 0.000 0.023 0.7822 0.011 0.003 0.000 0.023 0.8000 0.011 0.003 0.000 0.023 0.8178 0.011 0.003 0.000 0.023 0.8356 0.011 0.003 0.000 0.023 0.8533 0.011 0.003 0.000 0.023 0.8711 0.011 0.004 0.000 0.023 0.8889 0.011 0.004 0.000 0.023 0.9067 0.011 0.004 0.000 0.023 0.9244 0.011 0.004 0.000 0.023 0.9422 0.011 0.004 0.000 0.023 0.9600 0.011 0.004 0.000 0.023 0.9778 0.011 0.004 0.000 0.023 0.9956 0.011 0.004 0.000 0.023 1.0133 0.011 0.004 0.000 0.023 1.0311 0.011 0.004 0.000 0.023 1.0489 0.011 0.004 0.000 0.023 1.0667 0.011 0.004 0.000 0.023 1.0844 0.011 0.005 0.000 0.023 1.1022 0.011 0.005 0.000 0.023 1.1200 0.011 0.005 0.000 0.023 1.1378 0.011 0.005 0.000 0.023 1.1556 0.011 0.005 0.000 0.023 1.1733 0.011 0.005 0.000 0.023 1.1911 0.011 0.005 0.000 0.023 1.2089 0.011 0.005 0.000 0.023 1.2267 0.011 0.005 0.000 0.023 1.2444 0.011 0.005 0.000 0.023 1.2622 0.011 0.005 0.000 0.023 1.2800 0.011 0.005 0.000 0.023 1.2978 0.011 0.005 0.000 0.023 1.3156 0.011 0.006 0.000 0.023 1.3333 0.011 0.006 0.000 0.023 1.3511 0.011 0.006 0.000 0.023 1.3689 0.011 0.006 0.000 0.023 1.3867 0.011 0.006 0.000 0.023 1.4044 0.011 0.006 0.000 0.023 1.4222 0.011 0.006 0.000 0.023 1.4400 0.011 0.006 0.000 0.023 1.4578 0.011 0.006 0.000 0.023 1.4756 0.011 0.006 0.000 0.023 21022 full site 1 8/3/2017 10:14:46 AM Page 38 1.4933 0.011 0.006 0.000 0.023 1.5111 0.011 0.007 0.000 0.023 1.5289 0.011 0.007 0.000 0.023 1.5467 0.011 0.007 0.000 0.023 1.5644 0.011 0.007 0.000 0.023 1.5822 0.011 0.007 0.000 0.023 1.6000 0.011 0.008 0.000 0.023 21022 full site 1 8/3/2017 10:14:46 AM Page 39 S. FC Trench Bottom Length: 85.00 ft. Bottom Width: 11.20 ft. Trench bottom slope 1: 0 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 3 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 18.669 Total Volume Through Riser (ac-ft.): 0.001 Total Volume Through Facility (ac-ft.): 18.669 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 3 ft. Riser Diameter: 36 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.021 0.000 0.000 0.000 0.0344 0.021 0.000 0.000 0.044 0.0689 0.021 0.000 0.000 0.044 0.1033 0.021 0.000 0.000 0.044 0.1378 0.021 0.001 0.000 0.044 0.1722 0.021 0.001 0.000 0.044 0.2067 0.021 0.001 0.000 0.044 0.2411 0.021 0.002 0.000 0.044 0.2756 0.021 0.002 0.000 0.044 0.3100 0.021 0.002 0.000 0.044 0.3444 0.021 0.003 0.000 0.044 0.3789 0.021 0.003 0.000 0.044 0.4133 0.021 0.003 0.000 0.044 0.4478 0.021 0.003 0.000 0.044 0.4822 0.021 0.004 0.000 0.044 0.5167 0.021 0.004 0.000 0.044 0.5511 0.021 0.004 0.000 0.044 0.5856 0.021 0.005 0.000 0.044 0.6200 0.021 0.005 0.000 0.044 0.6544 0.021 0.005 0.000 0.044 0.6889 0.021 0.006 0.000 0.044 0.7233 0.021 0.006 0.000 0.044 0.7578 0.021 0.006 0.000 0.044 0.7922 0.021 0.006 0.000 0.044 0.8267 0.021 0.007 0.000 0.044 0.8611 0.021 0.007 0.000 0.044 21022 full site 1 8/3/2017 10:14:46 AM Page 40 0.8956 0.021 0.007 0.000 0.044 0.9300 0.021 0.008 0.000 0.044 0.9644 0.021 0.008 0.000 0.044 0.9989 0.021 0.008 0.000 0.044 1.0333 0.021 0.009 0.000 0.044 1.0678 0.021 0.009 0.000 0.044 1.1022 0.021 0.009 0.000 0.044 1.1367 0.021 0.009 0.000 0.044 1.1711 0.021 0.010 0.000 0.044 1.2056 0.021 0.010 0.000 0.044 1.2400 0.021 0.010 0.000 0.044 1.2744 0.021 0.011 0.000 0.044 1.3089 0.021 0.011 0.000 0.044 1.3433 0.021 0.011 0.000 0.044 1.3778 0.021 0.012 0.000 0.044 1.4122 0.021 0.012 0.000 0.044 1.4467 0.021 0.012 0.000 0.044 1.4811 0.021 0.012 0.000 0.044 1.5156 0.021 0.013 0.000 0.044 1.5500 0.021 0.013 0.000 0.044 1.5844 0.021 0.013 0.000 0.044 1.6189 0.021 0.014 0.000 0.044 1.6533 0.021 0.014 0.000 0.044 1.6878 0.021 0.014 0.000 0.044 1.7222 0.021 0.015 0.000 0.044 1.7567 0.021 0.015 0.000 0.044 1.7911 0.021 0.015 0.000 0.044 1.8256 0.021 0.016 0.000 0.044 1.8600 0.021 0.016 0.000 0.044 1.8944 0.021 0.016 0.000 0.044 1.9289 0.021 0.016 0.000 0.044 1.9633 0.021 0.017 0.000 0.044 1.9978 0.021 0.017 0.000 0.044 2.0322 0.021 0.017 0.000 0.044 2.0667 0.021 0.018 0.000 0.044 2.1011 0.021 0.018 0.000 0.044 2.1356 0.021 0.018 0.000 0.044 2.1700 0.021 0.019 0.000 0.044 2.2044 0.021 0.019 0.000 0.044 2.2389 0.021 0.019 0.000 0.044 2.2733 0.021 0.019 0.000 0.044 2.3078 0.021 0.020 0.000 0.044 2.3422 0.021 0.020 0.000 0.044 2.3767 0.021 0.020 0.000 0.044 2.4111 0.021 0.021 0.000 0.044 2.4456 0.021 0.021 0.000 0.044 2.4800 0.021 0.021 0.000 0.044 2.5144 0.021 0.022 0.000 0.044 2.5489 0.021 0.022 0.000 0.044 2.5833 0.021 0.022 0.000 0.044 2.6178 0.021 0.022 0.000 0.044 2.6522 0.021 0.023 0.000 0.044 2.6867 0.021 0.023 0.000 0.044 2.7211 0.021 0.023 0.000 0.044 2.7556 0.021 0.024 0.000 0.044 2.7900 0.021 0.024 0.000 0.044 2.8244 0.021 0.024 0.000 0.044 2.8589 0.021 0.025 0.000 0.044 21022 full site 1 8/3/2017 10:14:46 AM Page 41 2.8933 0.021 0.025 0.000 0.044 2.9278 0.021 0.025 0.000 0.044 2.9622 0.021 0.025 0.000 0.044 2.9967 0.021 0.026 0.000 0.044 3.0311 0.021 0.026 0.174 0.044 3.0656 0.021 0.027 0.534 0.044 21022 full site 1 8/3/2017 10:14:46 AM Page 42 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.403 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.073 Total Impervious Area: 0.33 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.000463 5 year 0.001003 10 year 0.001609 25 year 0.002811 50 year 0.004153 100 year 0.006025 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.000 0.000 1950 0.001 0.000 1951 0.001 0.000 1952 0.000 0.000 1953 0.000 0.000 1954 0.002 0.000 1955 0.002 0.000 1956 0.000 0.000 1957 0.000 0.000 1958 0.000 0.000 21022 full site 1 8/3/2017 10:14:46 AM Page 43 1959 0.001 0.000 1960 0.001 0.000 1961 0.002 0.001 1962 0.000 0.000 1963 0.000 0.000 1964 0.001 0.000 1965 0.000 0.000 1966 0.000 0.000 1967 0.001 0.000 1968 0.000 0.000 1969 0.000 0.000 1970 0.000 0.000 1971 0.002 0.000 1972 0.000 0.000 1973 0.000 0.000 1974 0.001 0.000 1975 0.000 0.000 1976 0.001 0.000 1977 0.000 0.000 1978 0.000 0.000 1979 0.001 0.000 1980 0.000 0.000 1981 0.000 0.000 1982 0.000 0.000 1983 0.000 0.000 1984 0.000 0.000 1985 0.001 0.000 1986 0.003 0.000 1987 0.002 0.000 1988 0.000 0.000 1989 0.000 0.000 1990 0.000 0.000 1991 0.000 0.000 1992 0.000 0.000 1993 0.000 0.000 1994 0.000 0.000 1995 0.000 0.000 1996 0.004 0.000 1997 0.010 0.000 1998 0.000 0.000 1999 0.000 0.000 2000 0.001 0.000 2001 0.000 0.000 2002 0.000 0.000 2003 0.000 0.000 2004 0.000 0.000 2005 0.000 0.000 2006 0.011 0.000 2007 0.000 0.000 2008 0.000 0.000 2009 0.000 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0107 0.0014 2 0.0100 0.0000 3 0.0036 0.0000 21022 full site 1 8/3/2017 10:15:28 AM Page 44 4 0.0028 0.0000 5 0.0022 0.0000 6 0.0019 0.0000 7 0.0017 0.0000 8 0.0016 0.0000 9 0.0015 0.0000 10 0.0011 0.0000 11 0.0009 0.0000 12 0.0008 0.0000 13 0.0007 0.0000 14 0.0007 0.0000 15 0.0007 0.0000 16 0.0006 0.0000 17 0.0006 0.0000 18 0.0006 0.0000 19 0.0006 0.0000 20 0.0005 0.0000 21 0.0005 0.0000 22 0.0005 0.0000 23 0.0004 0.0000 24 0.0003 0.0000 25 0.0003 0.0000 26 0.0003 0.0000 27 0.0003 0.0000 28 0.0003 0.0000 29 0.0003 0.0000 30 0.0003 0.0000 31 0.0003 0.0000 32 0.0003 0.0000 33 0.0003 0.0000 34 0.0003 0.0000 35 0.0003 0.0000 36 0.0003 0.0000 37 0.0003 0.0000 38 0.0003 0.0000 39 0.0003 0.0000 40 0.0003 0.0000 41 0.0003 0.0000 42 0.0003 0.0000 43 0.0003 0.0000 44 0.0003 0.0000 45 0.0003 0.0000 46 0.0003 0.0000 47 0.0003 0.0000 48 0.0003 0.0000 49 0.0003 0.0000 50 0.0003 0.0000 51 0.0003 0.0000 52 0.0003 0.0000 53 0.0003 0.0000 54 0.0003 0.0000 55 0.0003 0.0000 56 0.0003 0.0000 57 0.0003 0.0000 58 0.0003 0.0000 59 0.0003 0.0000 60 0.0003 0.0000 61 0.0002 0.0000 21022 full site 1 8/3/2017 10:15:28 AM Page 45 21022 full site 1 8/3/2017 10:15:28 AM Page 46 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0002 2363 2 0 Pass 0.0003 1321 2 0 Pass 0.0003 447 2 0 Pass 0.0004 112 2 1 Pass 0.0004 103 2 1 Pass 0.0004 89 2 2 Pass 0.0005 77 2 2 Pass 0.0005 66 2 3 Pass 0.0005 61 2 3 Pass 0.0006 58 2 3 Pass 0.0006 54 2 3 Pass 0.0007 50 2 4 Pass 0.0007 49 2 4 Pass 0.0007 47 2 4 Pass 0.0008 43 2 4 Pass 0.0008 40 2 5 Pass 0.0009 36 2 5 Pass 0.0009 36 2 5 Pass 0.0009 32 2 6 Pass 0.0010 31 2 6 Pass 0.0010 31 2 6 Pass 0.0011 29 2 6 Pass 0.0011 29 2 6 Pass 0.0011 27 2 7 Pass 0.0012 26 2 7 Pass 0.0012 26 2 7 Pass 0.0013 26 2 7 Pass 0.0013 25 2 8 Pass 0.0013 23 2 8 Pass 0.0014 23 2 8 Pass 0.0014 23 2 8 Pass 0.0015 23 0 0 Pass 0.0015 23 0 0 Pass 0.0015 21 0 0 Pass 0.0016 19 0 0 Pass 0.0016 18 0 0 Pass 0.0017 17 0 0 Pass 0.0017 16 0 0 Pass 0.0017 16 0 0 Pass 0.0018 15 0 0 Pass 0.0018 15 0 0 Pass 0.0019 14 0 0 Pass 0.0019 13 0 0 Pass 0.0019 13 0 0 Pass 0.0020 13 0 0 Pass 0.0020 13 0 0 Pass 0.0021 13 0 0 Pass 0.0021 13 0 0 Pass 0.0021 13 0 0 Pass 0.0022 13 0 0 Pass 0.0022 13 0 0 Pass 0.0023 11 0 0 Pass 0.0023 11 0 0 Pass 21022 full site 1 8/3/2017 10:15:28 AM Page 47 0.0023 11 0 0 Pass 0.0024 11 0 0 Pass 0.0024 11 0 0 Pass 0.0024 11 0 0 Pass 0.0025 11 0 0 Pass 0.0025 11 0 0 Pass 0.0026 11 0 0 Pass 0.0026 11 0 0 Pass 0.0026 11 0 0 Pass 0.0027 11 0 0 Pass 0.0027 11 0 0 Pass 0.0028 10 0 0 Pass 0.0028 10 0 0 Pass 0.0028 9 0 0 Pass 0.0029 9 0 0 Pass 0.0029 8 0 0 Pass 0.0030 8 0 0 Pass 0.0030 8 0 0 Pass 0.0030 8 0 0 Pass 0.0031 8 0 0 Pass 0.0031 8 0 0 Pass 0.0032 8 0 0 Pass 0.0032 8 0 0 Pass 0.0032 8 0 0 Pass 0.0033 8 0 0 Pass 0.0033 8 0 0 Pass 0.0034 8 0 0 Pass 0.0034 8 0 0 Pass 0.0034 8 0 0 Pass 0.0035 8 0 0 Pass 0.0035 7 0 0 Pass 0.0036 7 0 0 Pass 0.0036 7 0 0 Pass 0.0036 7 0 0 Pass 0.0037 6 0 0 Pass 0.0037 6 0 0 Pass 0.0038 6 0 0 Pass 0.0038 6 0 0 Pass 0.0038 6 0 0 Pass 0.0039 6 0 0 Pass 0.0039 6 0 0 Pass 0.0040 6 0 0 Pass 0.0040 6 0 0 Pass 0.0040 6 0 0 Pass 0.0041 6 0 0 Pass 0.0041 5 0 0 Pass 0.0042 5 0 0 Pass 21022 full site 1 8/3/2017 10:15:28 AM Page 48 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. 21022 full site 1 8/3/2017 10:15:28 AM Page 49 LID Report 21022 full site 1 8/3/2017 10:15:28 AM Page 50 POC 2 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #2 Total Pervious Area: 0.589 Total Impervious Area: 0 Mitigated Landuse Totals for POC #2 Total Pervious Area: 0.19 Total Impervious Area: 0.399 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #2 Return Period Flow(cfs) 2 year 0.000676 5 year 0.001466 10 year 0.002352 25 year 0.004108 50 year 0.00607 100 year 0.008805 Flow Frequency Return Periods for Mitigated. POC #2 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #2 Year Predeveloped Mitigated 1949 0.000 0.000 1950 0.001 0.000 1951 0.001 0.000 1952 0.000 0.000 1953 0.000 0.000 1954 0.003 0.000 1955 0.002 0.000 1956 0.000 0.000 1957 0.000 0.000 1958 0.000 0.000 1959 0.001 0.000 21022 full site 1 8/3/2017 10:17:38 AM Page 51 1960 0.001 0.000 1961 0.002 0.023 1962 0.000 0.000 1963 0.000 0.000 1964 0.002 0.000 1965 0.000 0.000 1966 0.000 0.000 1967 0.001 0.000 1968 0.000 0.000 1969 0.000 0.000 1970 0.000 0.000 1971 0.002 0.000 1972 0.000 0.000 1973 0.000 0.000 1974 0.001 0.000 1975 0.000 0.000 1976 0.001 0.000 1977 0.000 0.000 1978 0.000 0.000 1979 0.001 0.000 1980 0.000 0.000 1981 0.000 0.000 1982 0.001 0.000 1983 0.000 0.000 1984 0.000 0.000 1985 0.001 0.000 1986 0.004 0.000 1987 0.003 0.000 1988 0.000 0.000 1989 0.000 0.000 1990 0.000 0.000 1991 0.000 0.000 1992 0.000 0.000 1993 0.000 0.000 1994 0.000 0.000 1995 0.001 0.000 1996 0.005 0.000 1997 0.015 0.000 1998 0.000 0.000 1999 0.000 0.000 2000 0.001 0.000 2001 0.000 0.000 2002 0.000 0.000 2003 0.000 0.000 2004 0.000 0.000 2005 0.000 0.000 2006 0.016 0.000 2007 0.000 0.000 2008 0.001 0.000 2009 0.000 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #2 Rank Predeveloped Mitigated 1 0.0157 0.0225 2 0.0146 0.0000 3 0.0053 0.0000 4 0.0041 0.0000 21022 full site 1 8/3/2017 10:18:08 AM Page 52 5 0.0032 0.0000 6 0.0027 0.0000 7 0.0025 0.0000 8 0.0023 0.0000 9 0.0022 0.0000 10 0.0015 0.0000 11 0.0014 0.0000 12 0.0012 0.0000 13 0.0011 0.0000 14 0.0011 0.0000 15 0.0010 0.0000 16 0.0009 0.0000 17 0.0009 0.0000 18 0.0009 0.0000 19 0.0009 0.0000 20 0.0008 0.0000 21 0.0007 0.0000 22 0.0007 0.0000 23 0.0006 0.0000 24 0.0005 0.0000 25 0.0005 0.0000 26 0.0005 0.0000 27 0.0005 0.0000 28 0.0005 0.0000 29 0.0005 0.0000 30 0.0005 0.0000 31 0.0005 0.0000 32 0.0005 0.0000 33 0.0005 0.0000 34 0.0005 0.0000 35 0.0005 0.0000 36 0.0005 0.0000 37 0.0005 0.0000 38 0.0005 0.0000 39 0.0005 0.0000 40 0.0005 0.0000 41 0.0005 0.0000 42 0.0005 0.0000 43 0.0005 0.0000 44 0.0005 0.0000 45 0.0005 0.0000 46 0.0005 0.0000 47 0.0005 0.0000 48 0.0005 0.0000 49 0.0005 0.0000 50 0.0005 0.0000 51 0.0005 0.0000 52 0.0005 0.0000 53 0.0005 0.0000 54 0.0005 0.0000 55 0.0005 0.0000 56 0.0005 0.0000 57 0.0005 0.0000 58 0.0005 0.0000 59 0.0004 0.0000 60 0.0004 0.0000 61 0.0003 0.0000 21022 full site 1 8/3/2017 10:18:08 AM Page 53 21022 full site 1 8/3/2017 10:18:08 AM Page 54 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0003 2357 2 0 Pass 0.0004 1343 2 0 Pass 0.0005 449 2 0 Pass 0.0005 112 2 1 Pass 0.0006 103 2 1 Pass 0.0006 89 2 2 Pass 0.0007 77 2 2 Pass 0.0007 66 2 3 Pass 0.0008 61 2 3 Pass 0.0009 58 2 3 Pass 0.0009 54 2 3 Pass 0.0010 50 2 4 Pass 0.0010 49 2 4 Pass 0.0011 47 2 4 Pass 0.0011 43 2 4 Pass 0.0012 40 2 5 Pass 0.0013 36 2 5 Pass 0.0013 36 2 5 Pass 0.0014 32 2 6 Pass 0.0014 31 2 6 Pass 0.0015 31 2 6 Pass 0.0016 29 2 6 Pass 0.0016 29 2 6 Pass 0.0017 27 2 7 Pass 0.0017 26 2 7 Pass 0.0018 26 2 7 Pass 0.0018 26 2 7 Pass 0.0019 25 2 8 Pass 0.0020 23 2 8 Pass 0.0020 23 2 8 Pass 0.0021 23 2 8 Pass 0.0021 23 2 8 Pass 0.0022 23 2 8 Pass 0.0022 21 2 9 Pass 0.0023 19 2 10 Pass 0.0024 18 2 11 Pass 0.0024 17 2 11 Pass 0.0025 16 2 12 Pass 0.0025 16 2 12 Pass 0.0026 15 2 13 Pass 0.0027 15 2 13 Pass 0.0027 14 2 14 Pass 0.0028 13 2 15 Pass 0.0028 13 2 15 Pass 0.0029 13 2 15 Pass 0.0029 13 2 15 Pass 0.0030 13 2 15 Pass 0.0031 13 2 15 Pass 0.0031 13 2 15 Pass 0.0032 13 2 15 Pass 0.0032 13 2 15 Pass 0.0033 11 2 18 Pass 0.0033 11 2 18 Pass 21022 full site 1 8/3/2017 10:18:08 AM Page 55 0.0034 11 2 18 Pass 0.0035 11 2 18 Pass 0.0035 11 2 18 Pass 0.0036 11 2 18 Pass 0.0036 11 2 18 Pass 0.0037 11 2 18 Pass 0.0038 11 2 18 Pass 0.0038 11 2 18 Pass 0.0039 11 2 18 Pass 0.0039 11 2 18 Pass 0.0040 11 2 18 Pass 0.0040 10 2 20 Pass 0.0041 10 2 20 Pass 0.0042 9 2 22 Pass 0.0042 9 2 22 Pass 0.0043 8 2 25 Pass 0.0043 8 2 25 Pass 0.0044 8 2 25 Pass 0.0044 8 2 25 Pass 0.0045 8 2 25 Pass 0.0046 8 2 25 Pass 0.0046 8 2 25 Pass 0.0047 8 2 25 Pass 0.0047 8 2 25 Pass 0.0048 8 2 25 Pass 0.0049 8 2 25 Pass 0.0049 8 2 25 Pass 0.0050 8 2 25 Pass 0.0050 8 2 25 Pass 0.0051 8 2 25 Pass 0.0051 7 2 28 Pass 0.0052 7 2 28 Pass 0.0053 7 2 28 Pass 0.0053 7 2 28 Pass 0.0054 6 2 33 Pass 0.0054 6 2 33 Pass 0.0055 6 2 33 Pass 0.0055 6 2 33 Pass 0.0056 6 2 33 Pass 0.0057 6 2 33 Pass 0.0057 6 2 33 Pass 0.0058 6 2 33 Pass 0.0058 6 2 33 Pass 0.0059 6 2 33 Pass 0.0060 6 2 33 Pass 0.0060 5 2 40 Pass 0.0061 5 2 40 Pass 21022 full site 1 8/3/2017 10:18:08 AM Page 56 Water Quality Water Quality BMP Flow and Volume for POC #2 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. 21022 full site 1 8/3/2017 10:18:08 AM Page 57 LID Report 21022 full site 1 8/3/2017 10:18:08 AM Page 58 POC 3 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #3 Total Pervious Area: 0.435 Total Impervious Area: 0 Mitigated Landuse Totals for POC #3 Total Pervious Area: 0.098 Total Impervious Area: 0.337 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #3 Return Period Flow(cfs) 2 year 0.000499 5 year 0.001083 10 year 0.001737 25 year 0.003034 50 year 0.004483 100 year 0.006503 Flow Frequency Return Periods for Mitigated. POC #3 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #3 Year Predeveloped Mitigated 1949 0.000 0.000 1950 0.001 0.000 1951 0.001 0.000 1952 0.000 0.000 1953 0.000 0.000 1954 0.002 0.000 1955 0.002 0.000 1956 0.000 0.000 1957 0.000 0.000 1958 0.000 0.000 1959 0.001 0.000 21022 full site 1 8/3/2017 10:18:09 AM Page 59 1960 0.001 0.000 1961 0.002 0.016 1962 0.000 0.000 1963 0.000 0.000 1964 0.001 0.000 1965 0.000 0.000 1966 0.000 0.000 1967 0.001 0.000 1968 0.000 0.000 1969 0.000 0.000 1970 0.000 0.000 1971 0.002 0.000 1972 0.000 0.000 1973 0.000 0.000 1974 0.001 0.000 1975 0.000 0.000 1976 0.001 0.000 1977 0.000 0.000 1978 0.000 0.000 1979 0.001 0.000 1980 0.000 0.000 1981 0.000 0.000 1982 0.001 0.000 1983 0.000 0.000 1984 0.000 0.000 1985 0.001 0.000 1986 0.003 0.000 1987 0.002 0.000 1988 0.000 0.000 1989 0.000 0.000 1990 0.000 0.000 1991 0.000 0.000 1992 0.000 0.000 1993 0.000 0.000 1994 0.000 0.000 1995 0.000 0.000 1996 0.004 0.000 1997 0.011 0.000 1998 0.000 0.000 1999 0.000 0.000 2000 0.001 0.000 2001 0.000 0.000 2002 0.000 0.000 2003 0.000 0.000 2004 0.000 0.000 2005 0.000 0.000 2006 0.012 0.000 2007 0.000 0.000 2008 0.001 0.000 2009 0.000 0.000 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #3 Rank Predeveloped Mitigated 1 0.0116 0.0155 2 0.0108 0.0000 3 0.0039 0.0000 4 0.0031 0.0000 21022 full site 1 8/3/2017 10:18:42 AM Page 60 5 0.0024 0.0000 6 0.0020 0.0000 7 0.0018 0.0000 8 0.0017 0.0000 9 0.0016 0.0000 10 0.0011 0.0000 11 0.0010 0.0000 12 0.0009 0.0000 13 0.0008 0.0000 14 0.0008 0.0000 15 0.0007 0.0000 16 0.0007 0.0000 17 0.0007 0.0000 18 0.0006 0.0000 19 0.0006 0.0000 20 0.0006 0.0000 21 0.0005 0.0000 22 0.0005 0.0000 23 0.0004 0.0000 24 0.0004 0.0000 25 0.0004 0.0000 26 0.0004 0.0000 27 0.0003 0.0000 28 0.0003 0.0000 29 0.0003 0.0000 30 0.0003 0.0000 31 0.0003 0.0000 32 0.0003 0.0000 33 0.0003 0.0000 34 0.0003 0.0000 35 0.0003 0.0000 36 0.0003 0.0000 37 0.0003 0.0000 38 0.0003 0.0000 39 0.0003 0.0000 40 0.0003 0.0000 41 0.0003 0.0000 42 0.0003 0.0000 43 0.0003 0.0000 44 0.0003 0.0000 45 0.0003 0.0000 46 0.0003 0.0000 47 0.0003 0.0000 48 0.0003 0.0000 49 0.0003 0.0000 50 0.0003 0.0000 51 0.0003 0.0000 52 0.0003 0.0000 53 0.0003 0.0000 54 0.0003 0.0000 55 0.0003 0.0000 56 0.0003 0.0000 57 0.0003 0.0000 58 0.0003 0.0000 59 0.0003 0.0000 60 0.0003 0.0000 61 0.0002 0.0000 21022 full site 1 8/3/2017 10:18:42 AM Page 61 21022 full site 1 8/3/2017 10:18:42 AM Page 62 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0002 2376 3 0 Pass 0.0003 1334 3 0 Pass 0.0003 435 3 0 Pass 0.0004 112 3 2 Pass 0.0004 103 3 2 Pass 0.0005 89 3 3 Pass 0.0005 77 3 3 Pass 0.0005 66 3 4 Pass 0.0006 61 3 4 Pass 0.0006 58 3 5 Pass 0.0007 54 3 5 Pass 0.0007 50 2 4 Pass 0.0008 49 2 4 Pass 0.0008 47 2 4 Pass 0.0008 43 2 4 Pass 0.0009 40 2 5 Pass 0.0009 36 2 5 Pass 0.0010 36 2 5 Pass 0.0010 32 2 6 Pass 0.0011 31 2 6 Pass 0.0011 31 2 6 Pass 0.0011 29 2 6 Pass 0.0012 29 2 6 Pass 0.0012 27 2 7 Pass 0.0013 26 2 7 Pass 0.0013 26 2 7 Pass 0.0014 26 2 7 Pass 0.0014 25 2 8 Pass 0.0014 23 2 8 Pass 0.0015 23 2 8 Pass 0.0015 23 2 8 Pass 0.0016 23 2 8 Pass 0.0016 23 2 8 Pass 0.0017 21 2 9 Pass 0.0017 19 2 10 Pass 0.0017 18 2 11 Pass 0.0018 17 2 11 Pass 0.0018 16 2 12 Pass 0.0019 16 2 12 Pass 0.0019 15 2 13 Pass 0.0020 15 2 13 Pass 0.0020 14 2 14 Pass 0.0020 13 2 15 Pass 0.0021 13 2 15 Pass 0.0021 13 2 15 Pass 0.0022 13 2 15 Pass 0.0022 13 2 15 Pass 0.0023 13 2 15 Pass 0.0023 13 2 15 Pass 0.0023 13 2 15 Pass 0.0024 13 2 15 Pass 0.0024 11 2 18 Pass 0.0025 11 2 18 Pass 21022 full site 1 8/3/2017 10:18:42 AM Page 63 0.0025 11 2 18 Pass 0.0026 11 2 18 Pass 0.0026 11 2 18 Pass 0.0026 11 2 18 Pass 0.0027 11 2 18 Pass 0.0027 11 2 18 Pass 0.0028 11 2 18 Pass 0.0028 11 2 18 Pass 0.0029 11 2 18 Pass 0.0029 11 2 18 Pass 0.0029 11 2 18 Pass 0.0030 10 2 20 Pass 0.0030 10 2 20 Pass 0.0031 9 2 22 Pass 0.0031 9 2 22 Pass 0.0032 8 2 25 Pass 0.0032 8 2 25 Pass 0.0032 8 2 25 Pass 0.0033 8 2 25 Pass 0.0033 8 2 25 Pass 0.0034 8 2 25 Pass 0.0034 8 2 25 Pass 0.0035 8 2 25 Pass 0.0035 8 2 25 Pass 0.0035 8 2 25 Pass 0.0036 8 2 25 Pass 0.0036 8 2 25 Pass 0.0037 8 2 25 Pass 0.0037 8 2 25 Pass 0.0038 8 2 25 Pass 0.0038 7 2 28 Pass 0.0038 7 2 28 Pass 0.0039 7 2 28 Pass 0.0039 7 2 28 Pass 0.0040 6 2 33 Pass 0.0040 6 2 33 Pass 0.0041 6 2 33 Pass 0.0041 6 2 33 Pass 0.0041 6 2 33 Pass 0.0042 6 2 33 Pass 0.0042 6 2 33 Pass 0.0043 6 2 33 Pass 0.0043 6 2 33 Pass 0.0044 6 2 33 Pass 0.0044 6 2 33 Pass 0.0044 5 2 40 Pass 0.0045 5 2 40 Pass 21022 full site 1 8/3/2017 10:18:42 AM Page 64 Water Quality Water Quality BMP Flow and Volume for POC #3 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. 21022 full site 1 8/3/2017 10:18:42 AM Page 65 LID Report 21022 full site 1 8/3/2017 10:18:42 AM Page 66 POC 4 POC #4 was not reported because POC must exist in both scenarios and both scenarios must have been run. 21022 full site 1 8/3/2017 10:18:42 AM Page 67 POC 5 POC #5 was not reported because POC must exist in both scenarios and both scenarios must have been run. 21022 full site 1 8/3/2017 10:18:42 AM Page 68 POC 6 POC #6 was not reported because POC must exist in both scenarios and both scenarios must have been run. 21022 full site 1 8/3/2017 10:18:42 AM Page 69 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. 21022 full site 1 8/3/2017 10:18:42 AM Page 70 Appendix Predeveloped Schematic 21022 full site 1 8/3/2017 10:18:42 AM Page 71 Mitigated Schematic 21022 full site 1 8/3/2017 10:18:42 AM Page 72 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 21022 full site 1.wdm MESSU 25 Pre21022 full site 1.MES 27 Pre21022 full site 1.L61 28 Pre21022 full site 1.L62 30 POC21022 full site 11.dat 31 POC21022 full site 12.dat 32 POC21022 full site 13.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 1 COPY 501 COPY 502 COPY 503 DISPLY 1 DISPLY 2 DISPLY 3 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 N. Basin MAX 1 2 30 9 2 E. Basin MAX 1 2 31 9 3 S. Basin MAX 1 2 32 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 502 1 1 503 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 A/B, Forest, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** 21022 full site 1 8/3/2017 10:18:42 AM Page 73 # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 1 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 1 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 1 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 1 0 5 2 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 1 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 1 0.2 0.5 0.35 0 0.7 0.7 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 1 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC END IWAT-PARM2 21022 full site 1 8/3/2017 10:18:42 AM Page 74 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** N. Basin*** PERLND 1 0.403 COPY 501 12 PERLND 1 0.403 COPY 501 13 E. Basin*** PERLND 1 0.589 COPY 502 12 PERLND 1 0.589 COPY 502 13 S. Basin*** PERLND 1 0.435 COPY 503 12 PERLND 1 0.435 COPY 503 13 ******Routing****** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 COPY 502 OUTPUT MEAN 1 1 48.4 DISPLY 2 INPUT TIMSER 1 COPY 503 OUTPUT MEAN 1 1 48.4 DISPLY 3 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** END HYDR-PARM2 21022 full site 1 8/3/2017 10:18:42 AM Page 75 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 501 OUTPUT MEAN 1 1 48.4 WDM 501 FLOW ENGL REPL COPY 502 OUTPUT MEAN 1 1 48.4 WDM 502 FLOW ENGL REPL COPY 503 OUTPUT MEAN 1 1 48.4 WDM 503 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 END MASS-LINK END RUN 21022 full site 1 8/3/2017 10:18:42 AM Page 76 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 21022 full site 1.wdm MESSU 25 Mit21022 full site 1.MES 27 Mit21022 full site 1.L61 28 Mit21022 full site 1.L62 30 POC21022 full site 11.dat 31 POC21022 full site 12.dat 32 POC21022 full site 13.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 IMPLND 11 IMPLND 16 PERLND 4 IMPLND 4 IMPLND 8 IMPLND 17 PERLND 7 IMPLND 18 PERLND 38 PERLND 39 PERLND 40 RCHRES 1 RCHRES 2 RCHRES 3 RCHRES 4 RCHRES 5 RCHRES 6 RCHRES 7 RCHRES 8 RCHRES 9 COPY 1 COPY 501 COPY 2 COPY 502 COPY 3 COPY 503 DISPLY 1 DISPLY 2 DISPLY 3 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 N. FC Trench MAX 1 2 30 9 2 E. FC Trench MAX 1 2 31 9 3 S. FC Trench MAX 1 2 32 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 2 1 1 21022 full site 1 8/3/2017 10:18:42 AM Page 77 502 1 1 3 1 1 503 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 4 A/B, Pasture, Flat 1 1 1 1 27 0 7 A/B, Lawn, Flat 1 1 1 1 27 0 38 A/B, Pasture, Flat 1 1 1 1 27 0 39 A/B, Pasture, Flat 1 1 1 1 27 0 40 A/B, Pasture, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 4 0 0 1 0 0 0 0 0 0 0 0 0 7 0 0 1 0 0 0 0 0 0 0 0 0 38 0 0 1 0 0 0 0 0 0 0 0 0 39 0 0 1 0 0 0 0 0 0 0 0 0 40 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 4 0 0 4 0 0 0 0 0 0 0 0 0 1 9 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 38 0 0 4 0 0 0 0 0 0 0 0 0 1 9 39 0 0 4 0 0 0 0 0 0 0 0 0 1 9 40 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 4 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 4 0 5 1.5 400 0.05 0.3 0.996 7 0 5 0.8 400 0.05 0.3 0.996 38 0 5 1.5 400 0.05 0.3 0.996 39 0 5 1.5 400 0.05 0.3 0.996 40 0 5 1.5 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 4 0 0 2 2 0 0 0 21022 full site 1 8/3/2017 10:18:42 AM Page 78 7 0 0 2 2 0 0 0 38 0 0 2 2 0 0 0 39 0 0 2 2 0 0 0 40 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 4 0.15 0.5 0.3 0 0.7 0.4 7 0.1 0.5 0.25 0 0.7 0.25 38 0.15 0.5 0.3 0 0.7 0.4 39 0.15 0.5 0.3 0 0.7 0.4 40 0.15 0.5 0.3 0 0.7 0.4 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 4 0 0 0 0 3 1 0 7 0 0 0 0 3 1 0 38 0 0 0 0 3 1 0 39 0 0 0 0 3 1 0 40 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 11 PARKING/FLAT 1 1 1 27 0 16 SIDEWALKS/FLAT LAT 1 1 1 27 0 4 ROOF TOPS/FLAT 1 1 1 27 0 8 SIDEWALKS/FLAT 1 1 1 27 0 17 SIDEWALKS/FLAT LAT 1 1 1 27 0 18 SIDEWALKS/FLAT LAT 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 11 0 0 1 0 0 0 16 0 0 1 0 0 0 4 0 0 1 0 0 0 8 0 0 1 0 0 0 17 0 0 1 0 0 0 18 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 11 0 0 4 0 0 0 1 9 16 0 0 4 0 0 0 1 9 4 0 0 4 0 0 0 1 9 8 0 0 4 0 0 0 1 9 17 0 0 4 0 0 0 1 9 18 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 11 0 0 0 0 0 16 0 0 0 0 0 4 0 0 0 0 0 21022 full site 1 8/3/2017 10:18:42 AM Page 79 8 0 0 0 0 0 17 0 0 0 0 0 18 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 11 400 0.01 0.1 0.1 16 400 0.01 0.1 0.1 4 400 0.01 0.1 0.1 8 400 0.01 0.1 0.1 17 400 0.01 0.1 0.1 18 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 11 0 0 16 0 0 4 0 0 8 0 0 17 0 0 18 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 11 0 0 16 0 0 4 0 0 8 0 0 17 0 0 18 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** N. PGIS Basin*** IMPLND 11 0.227 RCHRES 1 5 N. Sidewalk*** IMPLND 16 1.2857 PERLND 38 50 N. Planter*** PERLND 38 0.014 RCHRES 1 2 N. NPGIS Basin*** PERLND 4 0.059 RCHRES 7 2 IMPLND 4 0.067 RCHRES 7 5 IMPLND 8 0.018 RCHRES 7 5 E. PGIS Basin*** IMPLND 11 0.251 RCHRES 2 5 E. Sidewalk*** IMPLND 17 1.2308 PERLND 39 50 E. Planter*** PERLND 39 0.013 RCHRES 2 2 E. NPGIS Basin*** PERLND 4 0.081 RCHRES 8 2 PERLND 7 0.096 RCHRES 8 2 IMPLND 4 0.128 RCHRES 8 5 IMPLND 8 0.004 RCHRES 8 5 S. PGIS Basin*** IMPLND 11 0.233 RCHRES 3 5 S. NPGIS Basin*** PERLND 4 0.084 RCHRES 9 2 IMPLND 4 0.069 RCHRES 9 5 IMPLND 8 0.017 RCHRES 9 5 21022 full site 1 8/3/2017 10:18:42 AM Page 80 S. Sidewalk*** IMPLND 18 1.2857 PERLND 40 50 S. Planter*** PERLND 40 0.014 RCHRES 3 2 ******Routing****** RCHRES 1 1 RCHRES 4 7 RCHRES 1 1 RCHRES 7 8 RCHRES 1 COPY 1 18 PERLND 4 0.059 COPY 1 12 IMPLND 4 0.067 COPY 1 15 IMPLND 8 0.018 COPY 1 15 RCHRES 4 1 RCHRES 7 7 RCHRES 4 COPY 1 17 RCHRES 2 1 RCHRES 5 7 RCHRES 2 1 RCHRES 8 8 RCHRES 2 COPY 2 18 PERLND 4 0.081 COPY 2 12 PERLND 7 0.096 COPY 2 12 IMPLND 4 0.128 COPY 2 15 IMPLND 8 0.004 COPY 2 15 RCHRES 5 1 RCHRES 8 7 RCHRES 5 COPY 2 17 RCHRES 3 1 RCHRES 6 7 RCHRES 3 1 RCHRES 9 8 RCHRES 3 COPY 3 18 PERLND 4 0.084 COPY 3 12 IMPLND 4 0.069 COPY 3 15 IMPLND 8 0.017 COPY 3 15 RCHRES 6 1 RCHRES 9 7 RCHRES 6 COPY 3 17 RCHRES 7 1 COPY 501 17 RCHRES 8 1 COPY 502 17 RCHRES 9 1 COPY 503 17 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 COPY 502 OUTPUT MEAN 1 1 48.4 DISPLY 2 INPUT TIMSER 1 COPY 503 OUTPUT MEAN 1 1 48.4 DISPLY 3 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** 1 N. Flow Splitter-009 2 1 1 1 28 0 1 2 E. Flow Splitter-016 2 1 1 1 28 0 1 3 S. Flow Splitter-023 2 1 1 1 28 0 1 4 N. WQ Trench 2 1 1 1 28 0 1 5 E. WQ Trench 2 1 1 1 28 0 1 6 S. WQ Trench 2 1 1 1 28 0 1 7 N. FC Trench 2 1 1 1 28 0 1 8 E. FC Trench 2 1 1 1 28 0 1 9 S. FC Trench 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 21022 full site 1 8/3/2017 10:18:42 AM Page 81 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 7 1 0 0 0 0 0 0 0 0 0 8 1 0 0 0 0 0 0 0 0 0 9 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 4 4 0 0 0 0 0 0 0 0 0 1 9 5 4 0 0 0 0 0 0 0 0 0 1 9 6 4 0 0 0 0 0 0 0 0 0 1 9 7 4 0 0 0 0 0 0 0 0 0 1 9 8 4 0 0 0 0 0 0 0 0 0 1 9 9 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 2 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 4 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 5 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 6 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 7 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 8 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 9 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.5 0.0 2 2 0.01 0.0 0.0 0.5 0.0 3 3 0.01 0.0 0.0 0.5 0.0 4 4 0.01 0.0 0.0 0.5 0.0 5 5 0.01 0.0 0.0 0.5 0.0 6 6 0.01 0.0 0.0 0.5 0.0 7 7 0.02 0.0 0.0 0.5 0.0 8 8 0.02 0.0 0.0 0.5 0.0 9 9 0.02 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES 21022 full site 1 8/3/2017 10:18:42 AM Page 82 SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 1 90 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.002296 0.000000 0.026800 0.000000 0.111111 0.002296 0.000255 0.026800 0.000000 0.222222 0.002296 0.000510 0.026800 0.000000 0.333333 0.002296 0.000765 0.026800 0.000000 0.444444 0.002296 0.001020 0.026800 0.000000 0.555556 0.002296 0.001275 0.026800 0.000000 0.666667 0.002296 0.001530 0.026800 11.00000 0.777778 0.002296 0.001786 0.026800 21.00000 0.888889 0.002296 0.002041 0.026800 31.00000 1.000000 0.002296 0.002296 0.026800 41.00000 1.111111 0.002296 0.002551 0.026800 51.00000 1.222222 0.002296 0.002806 0.026800 61.00000 1.333333 0.002296 0.003061 0.026800 71.00000 1.444444 0.002296 0.003316 0.026800 81.00000 1.555556 0.002296 0.003571 0.026800 91.00000 1.666667 0.002296 0.003826 0.026800 101.0000 1.777778 0.002296 0.004081 0.026800 111.0000 1.888889 0.002296 0.004336 0.026800 121.0000 2.000000 0.002296 0.004591 0.026800 131.0000 2.111111 0.002296 0.004846 0.026800 141.0000 2.222222 0.002296 0.005102 0.026800 151.0000 2.333333 0.002296 0.005357 0.026800 161.0000 2.444444 0.002296 0.005612 0.026800 171.0000 2.555556 0.002296 0.005867 0.026800 181.0000 2.666667 0.002296 0.006122 0.026800 191.0000 2.777778 0.002296 0.006377 0.026800 201.0000 2.888889 0.002296 0.006632 0.026800 211.0000 3.000000 0.002296 0.006887 0.026800 221.0000 3.111111 0.002296 0.007142 0.026800 231.0000 3.222222 0.002296 0.007397 0.026800 241.0000 3.333333 0.002296 0.007652 0.026800 251.0000 3.444444 0.002296 0.007907 0.026800 261.0000 3.555556 0.002296 0.008162 0.026800 271.0000 3.666667 0.002296 0.008418 0.026800 281.0000 3.777778 0.002296 0.008673 0.026800 291.0000 3.888889 0.002296 0.008928 0.026800 301.0000 4.000000 0.002296 0.009183 0.026800 311.0000 4.111111 0.002296 0.009438 0.026800 321.0000 4.222222 0.002296 0.009693 0.026800 331.0000 4.333333 0.002296 0.009948 0.026800 341.0000 4.444444 0.002296 0.010203 0.026800 351.0000 4.555556 0.002296 0.010458 0.026800 361.0000 4.666667 0.002296 0.010713 0.026800 371.0000 4.777778 0.002296 0.010968 0.026800 381.0000 4.888889 0.002296 0.011223 0.026800 391.0000 5.000000 0.002296 0.011478 0.026800 401.0000 5.111111 0.002296 0.011733 0.026800 411.0000 5.222222 0.002296 0.011989 0.026800 421.0000 5.333333 0.002296 0.012244 0.026800 431.0000 5.444444 0.002296 0.012499 0.026800 441.0000 5.555556 0.002296 0.012754 0.026800 451.0000 5.666667 0.002296 0.013009 0.026800 461.0000 5.777778 0.002296 0.013264 0.026800 471.0000 5.888889 0.002296 0.013519 0.026800 481.0000 6.000000 0.002296 0.013774 0.026800 491.0000 6.111111 0.002296 0.014029 0.026800 501.0000 6.222222 0.002296 0.014284 0.026800 511.0000 6.333333 0.002296 0.014539 0.026800 521.0000 6.444444 0.002296 0.014794 0.026800 531.0000 6.555556 0.002296 0.015049 0.026800 541.0000 6.666667 0.002296 0.015305 0.026800 551.0000 6.777778 0.002296 0.015560 0.026800 561.0000 6.888889 0.002296 0.015815 0.026800 571.0000 21022 full site 1 8/3/2017 10:18:42 AM Page 83 7.000000 0.002296 0.016070 0.026800 581.0000 7.111111 0.002296 0.016325 0.026800 591.0000 7.222222 0.002296 0.016580 0.026800 601.0000 7.333333 0.002296 0.016835 0.026800 611.0000 7.444444 0.002296 0.017090 0.026800 621.0000 7.555556 0.002296 0.017345 0.026800 631.0000 7.666667 0.002296 0.017600 0.026800 641.0000 7.777778 0.002296 0.017855 0.026800 651.0000 7.888889 0.002296 0.018110 0.026800 661.0000 8.000000 0.002296 0.018365 0.026800 671.0000 8.111111 0.002296 0.018621 0.026800 681.0000 8.222222 0.002296 0.018876 0.026800 691.0000 8.333333 0.002296 0.019131 0.026800 701.0000 8.444444 0.002296 0.019386 0.026800 711.0000 8.555556 0.002296 0.019641 0.026800 721.0000 8.666667 0.002296 0.019896 0.026800 731.0000 8.777778 0.002296 0.020151 0.026800 741.0000 8.888889 0.002296 0.020406 0.026800 751.0000 9.000000 0.002296 0.020661 0.026800 761.0000 9.111111 0.002296 0.020916 0.026800 771.0000 9.222222 0.002296 0.021171 0.026800 781.0000 9.333333 0.002296 0.021426 0.026800 791.0000 9.444444 0.002296 0.021681 0.026800 801.0000 9.555556 0.002296 0.021937 0.026800 811.0000 9.666667 0.002296 0.022192 0.026800 821.0000 9.777778 0.002296 0.022447 0.026800 831.0000 9.888889 0.002296 0.022702 0.026800 841.0000 END FTABLE 1 FTABLE 4 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.011157 0.000000 0.000000 0.000000 0.017778 0.011157 0.000079 0.000000 0.022500 0.035556 0.011157 0.000159 0.000000 0.022500 0.053333 0.011157 0.000238 0.000000 0.022500 0.071111 0.011157 0.000317 0.000000 0.022500 0.088889 0.011157 0.000397 0.000000 0.022500 0.106667 0.011157 0.000476 0.000000 0.022500 0.124444 0.011157 0.000555 0.000000 0.022500 0.142222 0.011157 0.000635 0.000000 0.022500 0.160000 0.011157 0.000714 0.000000 0.022500 0.177778 0.011157 0.000793 0.000000 0.022500 0.195556 0.011157 0.000873 0.000000 0.022500 0.213333 0.011157 0.000952 0.000000 0.022500 0.231111 0.011157 0.001031 0.000000 0.022500 0.248889 0.011157 0.001111 0.000000 0.022500 0.266667 0.011157 0.001190 0.000000 0.022500 0.284444 0.011157 0.001269 0.000000 0.022500 0.302222 0.011157 0.001349 0.000000 0.022500 0.320000 0.011157 0.001428 0.000000 0.022500 0.337778 0.011157 0.001507 0.000000 0.022500 0.355556 0.011157 0.001587 0.000000 0.022500 0.373333 0.011157 0.001666 0.000000 0.022500 0.391111 0.011157 0.001745 0.000000 0.022500 0.408889 0.011157 0.001825 0.000000 0.022500 0.426667 0.011157 0.001904 0.000000 0.022500 0.444444 0.011157 0.001983 0.000000 0.022500 0.462222 0.011157 0.002063 0.000000 0.022500 0.480000 0.011157 0.002142 0.000000 0.022500 0.497778 0.011157 0.002221 0.000000 0.022500 0.515556 0.011157 0.002301 0.000000 0.022500 0.533333 0.011157 0.002380 0.000000 0.022500 0.551111 0.011157 0.002460 0.000000 0.022500 0.568889 0.011157 0.002539 0.000000 0.022500 0.586667 0.011157 0.002618 0.000000 0.022500 0.604444 0.011157 0.002698 0.000000 0.022500 0.622222 0.011157 0.002777 0.000000 0.022500 0.640000 0.011157 0.002856 0.000000 0.022500 0.657778 0.011157 0.002936 0.000000 0.022500 21022 full site 1 8/3/2017 10:18:42 AM Page 84 0.675556 0.011157 0.003015 0.000000 0.022500 0.693333 0.011157 0.003094 0.000000 0.022500 0.711111 0.011157 0.003174 0.000000 0.022500 0.728889 0.011157 0.003253 0.000000 0.022500 0.746667 0.011157 0.003332 0.000000 0.022500 0.764444 0.011157 0.003412 0.000000 0.022500 0.782222 0.011157 0.003491 0.000000 0.022500 0.800000 0.011157 0.003570 0.000000 0.022500 0.817778 0.011157 0.003650 0.000000 0.022500 0.835556 0.011157 0.003729 0.000000 0.022500 0.853333 0.011157 0.003808 0.000000 0.022500 0.871111 0.011157 0.003888 0.000000 0.022500 0.888889 0.011157 0.003967 0.000000 0.022500 0.906667 0.011157 0.004046 0.000000 0.022500 0.924444 0.011157 0.004126 0.000000 0.022500 0.942222 0.011157 0.004205 0.000000 0.022500 0.960000 0.011157 0.004284 0.000000 0.022500 0.977778 0.011157 0.004364 0.000000 0.022500 0.995556 0.011157 0.004443 0.000000 0.022500 1.013333 0.011157 0.004522 0.000000 0.022500 1.031111 0.011157 0.004602 0.000000 0.022500 1.048889 0.011157 0.004681 0.000000 0.022500 1.066667 0.011157 0.004760 0.000000 0.022500 1.084444 0.011157 0.004840 0.000000 0.022500 1.102222 0.011157 0.004919 0.000000 0.022500 1.120000 0.011157 0.004998 0.000000 0.022500 1.137778 0.011157 0.005078 0.000000 0.022500 1.155556 0.011157 0.005157 0.000000 0.022500 1.173333 0.011157 0.005236 0.000000 0.022500 1.191111 0.011157 0.005316 0.000000 0.022500 1.208889 0.011157 0.005395 0.000000 0.022500 1.226667 0.011157 0.005474 0.000000 0.022500 1.244444 0.011157 0.005554 0.000000 0.022500 1.262222 0.011157 0.005633 0.000000 0.022500 1.280000 0.011157 0.005712 0.000000 0.022500 1.297778 0.011157 0.005792 0.000000 0.022500 1.315556 0.011157 0.005871 0.000000 0.022500 1.333333 0.011157 0.005950 0.000000 0.022500 1.351111 0.011157 0.006030 0.000000 0.022500 1.368889 0.011157 0.006109 0.000000 0.022500 1.386667 0.011157 0.006188 0.000000 0.022500 1.404444 0.011157 0.006268 0.000000 0.022500 1.422222 0.011157 0.006347 0.000000 0.022500 1.440000 0.011157 0.006426 0.000000 0.022500 1.457778 0.011157 0.006506 0.000000 0.022500 1.475556 0.011157 0.006585 0.000000 0.022500 1.493333 0.011157 0.006664 0.000000 0.022500 1.511111 0.011157 0.006863 0.000000 0.022500 1.528889 0.011157 0.007061 0.000000 0.022500 1.546667 0.011157 0.007260 0.000000 0.022500 1.564444 0.011157 0.007458 0.000000 0.022500 1.582222 0.011157 0.007656 0.000000 0.022500 1.600000 0.011157 0.007855 0.000000 0.022500 1.617778 0.011157 0.008053 0.075506 0.022500 END FTABLE 4 FTABLE 7 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.021757 0.000000 0.000000 0.000000 0.034444 0.021757 0.000300 0.000000 0.043877 0.068889 0.021757 0.000600 0.000000 0.043877 0.103333 0.021757 0.000899 0.000000 0.043877 0.137778 0.021757 0.001199 0.000000 0.043877 0.172222 0.021757 0.001499 0.000000 0.043877 0.206667 0.021757 0.001799 0.000000 0.043877 0.241111 0.021757 0.002098 0.000000 0.043877 0.275556 0.021757 0.002398 0.000000 0.043877 0.310000 0.021757 0.002698 0.000000 0.043877 0.344444 0.021757 0.002998 0.000000 0.043877 21022 full site 1 8/3/2017 10:18:42 AM Page 85 0.378889 0.021757 0.003297 0.000000 0.043877 0.413333 0.021757 0.003597 0.000000 0.043877 0.447778 0.021757 0.003897 0.000000 0.043877 0.482222 0.021757 0.004197 0.000000 0.043877 0.516667 0.021757 0.004497 0.000000 0.043877 0.551111 0.021757 0.004796 0.000000 0.043877 0.585556 0.021757 0.005096 0.000000 0.043877 0.620000 0.021757 0.005396 0.000000 0.043877 0.654444 0.021757 0.005696 0.000000 0.043877 0.688889 0.021757 0.005995 0.000000 0.043877 0.723333 0.021757 0.006295 0.000000 0.043877 0.757778 0.021757 0.006595 0.000000 0.043877 0.792222 0.021757 0.006895 0.000000 0.043877 0.826667 0.021757 0.007194 0.000000 0.043877 0.861111 0.021757 0.007494 0.000000 0.043877 0.895556 0.021757 0.007794 0.000000 0.043877 0.930000 0.021757 0.008094 0.000000 0.043877 0.964444 0.021757 0.008394 0.000000 0.043877 0.998889 0.021757 0.008693 0.000000 0.043877 1.033333 0.021757 0.008993 0.000000 0.043877 1.067778 0.021757 0.009293 0.000000 0.043877 1.102222 0.021757 0.009593 0.000000 0.043877 1.136667 0.021757 0.009892 0.000000 0.043877 1.171111 0.021757 0.010192 0.000000 0.043877 1.205556 0.021757 0.010492 0.000000 0.043877 1.240000 0.021757 0.010792 0.000000 0.043877 1.274444 0.021757 0.011091 0.000000 0.043877 1.308889 0.021757 0.011391 0.000000 0.043877 1.343333 0.021757 0.011691 0.000000 0.043877 1.377778 0.021757 0.011991 0.000000 0.043877 1.412222 0.021757 0.012290 0.000000 0.043877 1.446667 0.021757 0.012590 0.000000 0.043877 1.481111 0.021757 0.012890 0.000000 0.043877 1.515556 0.021757 0.013190 0.000000 0.043877 1.550000 0.021757 0.013490 0.000000 0.043877 1.584444 0.021757 0.013789 0.000000 0.043877 1.618889 0.021757 0.014089 0.000000 0.043877 1.653333 0.021757 0.014389 0.000000 0.043877 1.687778 0.021757 0.014689 0.000000 0.043877 1.722222 0.021757 0.014988 0.000000 0.043877 1.756667 0.021757 0.015288 0.000000 0.043877 1.791111 0.021757 0.015588 0.000000 0.043877 1.825556 0.021757 0.015888 0.000000 0.043877 1.860000 0.021757 0.016187 0.000000 0.043877 1.894444 0.021757 0.016487 0.000000 0.043877 1.928889 0.021757 0.016787 0.000000 0.043877 1.963333 0.021757 0.017087 0.000000 0.043877 1.997778 0.021757 0.017387 0.000000 0.043877 2.032222 0.021757 0.017686 0.000000 0.043877 2.066667 0.021757 0.017986 0.000000 0.043877 2.101111 0.021757 0.018286 0.000000 0.043877 2.135556 0.021757 0.018586 0.000000 0.043877 2.170000 0.021757 0.018885 0.000000 0.043877 2.204444 0.021757 0.019185 0.000000 0.043877 2.238889 0.021757 0.019485 0.000000 0.043877 2.273333 0.021757 0.019785 0.000000 0.043877 2.307778 0.021757 0.020084 0.000000 0.043877 2.342222 0.021757 0.020384 0.000000 0.043877 2.376667 0.021757 0.020684 0.000000 0.043877 2.411111 0.021757 0.020984 0.000000 0.043877 2.445556 0.021757 0.021284 0.000000 0.043877 2.480000 0.021757 0.021583 0.000000 0.043877 2.514444 0.021757 0.021883 0.000000 0.043877 2.548889 0.021757 0.022183 0.000000 0.043877 2.583333 0.021757 0.022483 0.000000 0.043877 2.617778 0.021757 0.022782 0.000000 0.043877 2.652222 0.021757 0.023082 0.000000 0.043877 2.686667 0.021757 0.023382 0.000000 0.043877 2.721111 0.021757 0.023682 0.000000 0.043877 2.755556 0.021757 0.023981 0.000000 0.043877 21022 full site 1 8/3/2017 10:18:42 AM Page 86 2.790000 0.021757 0.024281 0.000000 0.043877 2.824444 0.021757 0.024581 0.000000 0.043877 2.858889 0.021757 0.024881 0.000000 0.043877 2.893333 0.021757 0.025181 0.000000 0.043877 2.927778 0.021757 0.025480 0.000000 0.043877 2.962222 0.021757 0.025780 0.000000 0.043877 2.996667 0.021757 0.026080 0.000000 0.043877 3.031111 0.021757 0.026829 0.174756 0.043877 3.065556 0.021757 0.027579 0.534249 0.043877 3.100000 0.021757 0.028328 1.006079 0.043877 END FTABLE 7 FTABLE 2 90 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.002296 0.000000 0.029200 0.000000 0.111111 0.002296 0.000255 0.029200 0.000000 0.222222 0.002296 0.000510 0.029200 0.000000 0.333333 0.002296 0.000765 0.029200 0.000000 0.444444 0.002296 0.001020 0.029200 0.000000 0.555556 0.002296 0.001275 0.029200 0.000000 0.666667 0.002296 0.001530 0.029200 11.00000 0.777778 0.002296 0.001786 0.029200 21.00000 0.888889 0.002296 0.002041 0.029200 31.00000 1.000000 0.002296 0.002296 0.029200 41.00000 1.111111 0.002296 0.002551 0.029200 51.00000 1.222222 0.002296 0.002806 0.029200 61.00000 1.333333 0.002296 0.003061 0.029200 71.00000 1.444444 0.002296 0.003316 0.029200 81.00000 1.555556 0.002296 0.003571 0.029200 91.00000 1.666667 0.002296 0.003826 0.029200 101.0000 1.777778 0.002296 0.004081 0.029200 111.0000 1.888889 0.002296 0.004336 0.029200 121.0000 2.000000 0.002296 0.004591 0.029200 131.0000 2.111111 0.002296 0.004846 0.029200 141.0000 2.222222 0.002296 0.005102 0.029200 151.0000 2.333333 0.002296 0.005357 0.029200 161.0000 2.444444 0.002296 0.005612 0.029200 171.0000 2.555556 0.002296 0.005867 0.029200 181.0000 2.666667 0.002296 0.006122 0.029200 191.0000 2.777778 0.002296 0.006377 0.029200 201.0000 2.888889 0.002296 0.006632 0.029200 211.0000 3.000000 0.002296 0.006887 0.029200 221.0000 3.111111 0.002296 0.007142 0.029200 231.0000 3.222222 0.002296 0.007397 0.029200 241.0000 3.333333 0.002296 0.007652 0.029200 251.0000 3.444444 0.002296 0.007907 0.029200 261.0000 3.555556 0.002296 0.008162 0.029200 271.0000 3.666667 0.002296 0.008418 0.029200 281.0000 3.777778 0.002296 0.008673 0.029200 291.0000 3.888889 0.002296 0.008928 0.029200 301.0000 4.000000 0.002296 0.009183 0.029200 311.0000 4.111111 0.002296 0.009438 0.029200 321.0000 4.222222 0.002296 0.009693 0.029200 331.0000 4.333333 0.002296 0.009948 0.029200 341.0000 4.444444 0.002296 0.010203 0.029200 351.0000 4.555556 0.002296 0.010458 0.029200 361.0000 4.666667 0.002296 0.010713 0.029200 371.0000 4.777778 0.002296 0.010968 0.029200 381.0000 4.888889 0.002296 0.011223 0.029200 391.0000 5.000000 0.002296 0.011478 0.029200 401.0000 5.111111 0.002296 0.011733 0.029200 411.0000 5.222222 0.002296 0.011989 0.029200 421.0000 5.333333 0.002296 0.012244 0.029200 431.0000 5.444444 0.002296 0.012499 0.029200 441.0000 5.555556 0.002296 0.012754 0.029200 451.0000 5.666667 0.002296 0.013009 0.029200 461.0000 5.777778 0.002296 0.013264 0.029200 471.0000 5.888889 0.002296 0.013519 0.029200 481.0000 6.000000 0.002296 0.013774 0.029200 491.0000 21022 full site 1 8/3/2017 10:18:42 AM Page 87 6.111111 0.002296 0.014029 0.029200 501.0000 6.222222 0.002296 0.014284 0.029200 511.0000 6.333333 0.002296 0.014539 0.029200 521.0000 6.444444 0.002296 0.014794 0.029200 531.0000 6.555556 0.002296 0.015049 0.029200 541.0000 6.666667 0.002296 0.015305 0.029200 551.0000 6.777778 0.002296 0.015560 0.029200 561.0000 6.888889 0.002296 0.015815 0.029200 571.0000 7.000000 0.002296 0.016070 0.029200 581.0000 7.111111 0.002296 0.016325 0.029200 591.0000 7.222222 0.002296 0.016580 0.029200 601.0000 7.333333 0.002296 0.016835 0.029200 611.0000 7.444444 0.002296 0.017090 0.029200 621.0000 7.555556 0.002296 0.017345 0.029200 631.0000 7.666667 0.002296 0.017600 0.029200 641.0000 7.777778 0.002296 0.017855 0.029200 651.0000 7.888889 0.002296 0.018110 0.029200 661.0000 8.000000 0.002296 0.018365 0.029200 671.0000 8.111111 0.002296 0.018621 0.029200 681.0000 8.222222 0.002296 0.018876 0.029200 691.0000 8.333333 0.002296 0.019131 0.029200 701.0000 8.444444 0.002296 0.019386 0.029200 711.0000 8.555556 0.002296 0.019641 0.029200 721.0000 8.666667 0.002296 0.019896 0.029200 731.0000 8.777778 0.002296 0.020151 0.029200 741.0000 8.888889 0.002296 0.020406 0.029200 751.0000 9.000000 0.002296 0.020661 0.029200 761.0000 9.111111 0.002296 0.020916 0.029200 771.0000 9.222222 0.002296 0.021171 0.029200 781.0000 9.333333 0.002296 0.021426 0.029200 791.0000 9.444444 0.002296 0.021681 0.029200 801.0000 9.555556 0.002296 0.021937 0.029200 811.0000 9.666667 0.002296 0.022192 0.029200 821.0000 9.777778 0.002296 0.022447 0.029200 831.0000 9.888889 0.002296 0.022702 0.029200 841.0000 END FTABLE 2 FTABLE 5 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.012052 0.000000 0.000000 0.000000 0.017778 0.012052 0.000086 0.000000 0.024306 0.035556 0.012052 0.000171 0.000000 0.024306 0.053333 0.012052 0.000257 0.000000 0.024306 0.071111 0.012052 0.000343 0.000000 0.024306 0.088889 0.012052 0.000429 0.000000 0.024306 0.106667 0.012052 0.000514 0.000000 0.024306 0.124444 0.012052 0.000600 0.000000 0.024306 0.142222 0.012052 0.000686 0.000000 0.024306 0.160000 0.012052 0.000771 0.000000 0.024306 0.177778 0.012052 0.000857 0.000000 0.024306 0.195556 0.012052 0.000943 0.000000 0.024306 0.213333 0.012052 0.001028 0.000000 0.024306 0.231111 0.012052 0.001114 0.000000 0.024306 0.248889 0.012052 0.001200 0.000000 0.024306 0.266667 0.012052 0.001286 0.000000 0.024306 0.284444 0.012052 0.001371 0.000000 0.024306 0.302222 0.012052 0.001457 0.000000 0.024306 0.320000 0.012052 0.001543 0.000000 0.024306 0.337778 0.012052 0.001628 0.000000 0.024306 0.355556 0.012052 0.001714 0.000000 0.024306 0.373333 0.012052 0.001800 0.000000 0.024306 0.391111 0.012052 0.001886 0.000000 0.024306 0.408889 0.012052 0.001971 0.000000 0.024306 0.426667 0.012052 0.002057 0.000000 0.024306 0.444444 0.012052 0.002143 0.000000 0.024306 0.462222 0.012052 0.002228 0.000000 0.024306 0.480000 0.012052 0.002314 0.000000 0.024306 0.497778 0.012052 0.002400 0.000000 0.024306 0.515556 0.012052 0.002485 0.000000 0.024306 21022 full site 1 8/3/2017 10:18:42 AM Page 88 0.533333 0.012052 0.002571 0.000000 0.024306 0.551111 0.012052 0.002657 0.000000 0.024306 0.568889 0.012052 0.002743 0.000000 0.024306 0.586667 0.012052 0.002828 0.000000 0.024306 0.604444 0.012052 0.002914 0.000000 0.024306 0.622222 0.012052 0.003000 0.000000 0.024306 0.640000 0.012052 0.003085 0.000000 0.024306 0.657778 0.012052 0.003171 0.000000 0.024306 0.675556 0.012052 0.003257 0.000000 0.024306 0.693333 0.012052 0.003343 0.000000 0.024306 0.711111 0.012052 0.003428 0.000000 0.024306 0.728889 0.012052 0.003514 0.000000 0.024306 0.746667 0.012052 0.003600 0.000000 0.024306 0.764444 0.012052 0.003685 0.000000 0.024306 0.782222 0.012052 0.003771 0.000000 0.024306 0.800000 0.012052 0.003857 0.000000 0.024306 0.817778 0.012052 0.003942 0.000000 0.024306 0.835556 0.012052 0.004028 0.000000 0.024306 0.853333 0.012052 0.004114 0.000000 0.024306 0.871111 0.012052 0.004200 0.000000 0.024306 0.888889 0.012052 0.004285 0.000000 0.024306 0.906667 0.012052 0.004371 0.000000 0.024306 0.924444 0.012052 0.004457 0.000000 0.024306 0.942222 0.012052 0.004542 0.000000 0.024306 0.960000 0.012052 0.004628 0.000000 0.024306 0.977778 0.012052 0.004714 0.000000 0.024306 0.995556 0.012052 0.004800 0.000000 0.024306 1.013333 0.012052 0.004885 0.000000 0.024306 1.031111 0.012052 0.004971 0.000000 0.024306 1.048889 0.012052 0.005057 0.000000 0.024306 1.066667 0.012052 0.005142 0.000000 0.024306 1.084444 0.012052 0.005228 0.000000 0.024306 1.102222 0.012052 0.005314 0.000000 0.024306 1.120000 0.012052 0.005399 0.000000 0.024306 1.137778 0.012052 0.005485 0.000000 0.024306 1.155556 0.012052 0.005571 0.000000 0.024306 1.173333 0.012052 0.005657 0.000000 0.024306 1.191111 0.012052 0.005742 0.000000 0.024306 1.208889 0.012052 0.005828 0.000000 0.024306 1.226667 0.012052 0.005914 0.000000 0.024306 1.244444 0.012052 0.005999 0.000000 0.024306 1.262222 0.012052 0.006085 0.000000 0.024306 1.280000 0.012052 0.006171 0.000000 0.024306 1.297778 0.012052 0.006257 0.000000 0.024306 1.315556 0.012052 0.006342 0.000000 0.024306 1.333333 0.012052 0.006428 0.000000 0.024306 1.351111 0.012052 0.006514 0.000000 0.024306 1.368889 0.012052 0.006599 0.000000 0.024306 1.386667 0.012052 0.006685 0.000000 0.024306 1.404444 0.012052 0.006771 0.000000 0.024306 1.422222 0.012052 0.006856 0.000000 0.024306 1.440000 0.012052 0.006942 0.000000 0.024306 1.457778 0.012052 0.007028 0.000000 0.024306 1.475556 0.012052 0.007114 0.000000 0.024306 1.493333 0.012052 0.007199 0.000000 0.024306 1.511111 0.012052 0.007414 0.000000 0.024306 1.528889 0.012052 0.007628 0.000000 0.024306 1.546667 0.012052 0.007842 0.000000 0.024306 1.564444 0.012052 0.008056 0.000000 0.024306 1.582222 0.012052 0.008271 0.000000 0.024306 1.600000 0.012052 0.008485 0.000000 0.024306 1.617778 0.012052 0.008699 0.075506 0.024306 END FTABLE 5 FTABLE 8 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.026630 0.000000 0.000000 0.000000 0.034444 0.026630 0.000367 0.000000 0.053704 0.068889 0.026630 0.000734 0.000000 0.053704 21022 full site 1 8/3/2017 10:18:42 AM Page 89 0.103333 0.026630 0.001101 0.000000 0.053704 0.137778 0.026630 0.001468 0.000000 0.053704 0.172222 0.026630 0.001835 0.000000 0.053704 0.206667 0.026630 0.002201 0.000000 0.053704 0.241111 0.026630 0.002568 0.000000 0.053704 0.275556 0.026630 0.002935 0.000000 0.053704 0.310000 0.026630 0.003302 0.000000 0.053704 0.344444 0.026630 0.003669 0.000000 0.053704 0.378889 0.026630 0.004036 0.000000 0.053704 0.413333 0.026630 0.004403 0.000000 0.053704 0.447778 0.026630 0.004770 0.000000 0.053704 0.482222 0.026630 0.005137 0.000000 0.053704 0.516667 0.026630 0.005504 0.000000 0.053704 0.551111 0.026630 0.005870 0.000000 0.053704 0.585556 0.026630 0.006237 0.000000 0.053704 0.620000 0.026630 0.006604 0.000000 0.053704 0.654444 0.026630 0.006971 0.000000 0.053704 0.688889 0.026630 0.007338 0.000000 0.053704 0.723333 0.026630 0.007705 0.000000 0.053704 0.757778 0.026630 0.008072 0.000000 0.053704 0.792222 0.026630 0.008439 0.000000 0.053704 0.826667 0.026630 0.008806 0.000000 0.053704 0.861111 0.026630 0.009173 0.000000 0.053704 0.895556 0.026630 0.009539 0.000000 0.053704 0.930000 0.026630 0.009906 0.000000 0.053704 0.964444 0.026630 0.010273 0.000000 0.053704 0.998889 0.026630 0.010640 0.000000 0.053704 1.033333 0.026630 0.011007 0.000000 0.053704 1.067778 0.026630 0.011374 0.000000 0.053704 1.102222 0.026630 0.011741 0.000000 0.053704 1.136667 0.026630 0.012108 0.000000 0.053704 1.171111 0.026630 0.012475 0.000000 0.053704 1.205556 0.026630 0.012842 0.000000 0.053704 1.240000 0.026630 0.013208 0.000000 0.053704 1.274444 0.026630 0.013575 0.000000 0.053704 1.308889 0.026630 0.013942 0.000000 0.053704 1.343333 0.026630 0.014309 0.000000 0.053704 1.377778 0.026630 0.014676 0.000000 0.053704 1.412222 0.026630 0.015043 0.000000 0.053704 1.446667 0.026630 0.015410 0.000000 0.053704 1.481111 0.026630 0.015777 0.000000 0.053704 1.515556 0.026630 0.016144 0.000000 0.053704 1.550000 0.026630 0.016511 0.000000 0.053704 1.584444 0.026630 0.016877 0.000000 0.053704 1.618889 0.026630 0.017244 0.000000 0.053704 1.653333 0.026630 0.017611 0.000000 0.053704 1.687778 0.026630 0.017978 0.000000 0.053704 1.722222 0.026630 0.018345 0.000000 0.053704 1.756667 0.026630 0.018712 0.000000 0.053704 1.791111 0.026630 0.019079 0.000000 0.053704 1.825556 0.026630 0.019446 0.000000 0.053704 1.860000 0.026630 0.019813 0.000000 0.053704 1.894444 0.026630 0.020180 0.000000 0.053704 1.928889 0.026630 0.020546 0.000000 0.053704 1.963333 0.026630 0.020913 0.000000 0.053704 1.997778 0.026630 0.021280 0.000000 0.053704 2.032222 0.026630 0.021647 0.000000 0.053704 2.066667 0.026630 0.022014 0.000000 0.053704 2.101111 0.026630 0.022381 0.000000 0.053704 2.135556 0.026630 0.022748 0.000000 0.053704 2.170000 0.026630 0.023115 0.000000 0.053704 2.204444 0.026630 0.023482 0.000000 0.053704 2.238889 0.026630 0.023849 0.000000 0.053704 2.273333 0.026630 0.024215 0.000000 0.053704 2.307778 0.026630 0.024582 0.000000 0.053704 2.342222 0.026630 0.024949 0.000000 0.053704 2.376667 0.026630 0.025316 0.000000 0.053704 2.411111 0.026630 0.025683 0.000000 0.053704 2.445556 0.026630 0.026050 0.000000 0.053704 2.480000 0.026630 0.026417 0.000000 0.053704 21022 full site 1 8/3/2017 10:18:42 AM Page 90 2.514444 0.026630 0.026784 0.000000 0.053704 2.548889 0.026630 0.027151 0.000000 0.053704 2.583333 0.026630 0.027518 0.000000 0.053704 2.617778 0.026630 0.027885 0.000000 0.053704 2.652222 0.026630 0.028251 0.000000 0.053704 2.686667 0.026630 0.028618 0.000000 0.053704 2.721111 0.026630 0.028985 0.000000 0.053704 2.755556 0.026630 0.029352 0.000000 0.053704 2.790000 0.026630 0.029719 0.000000 0.053704 2.824444 0.026630 0.030086 0.000000 0.053704 2.858889 0.026630 0.030453 0.000000 0.053704 2.893333 0.026630 0.030820 0.000000 0.053704 2.927778 0.026630 0.031187 0.000000 0.053704 2.962222 0.026630 0.031554 0.000000 0.053704 2.996667 0.026630 0.031920 0.000000 0.053704 3.031111 0.026630 0.032838 0.174756 0.053704 3.065556 0.026630 0.033755 0.534249 0.053704 3.100000 0.026630 0.034672 1.006079 0.053704 END FTABLE 8 FTABLE 3 90 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.002296 0.000000 0.027500 0.000000 0.111111 0.002296 0.000255 0.027500 0.000000 0.222222 0.002296 0.000510 0.027500 0.000000 0.333333 0.002296 0.000765 0.027500 0.000000 0.444444 0.002296 0.001020 0.027500 0.000000 0.555556 0.002296 0.001275 0.027500 0.000000 0.666667 0.002296 0.001530 0.027500 11.00000 0.777778 0.002296 0.001786 0.027500 21.00000 0.888889 0.002296 0.002041 0.027500 31.00000 1.000000 0.002296 0.002296 0.027500 41.00000 1.111111 0.002296 0.002551 0.027500 51.00000 1.222222 0.002296 0.002806 0.027500 61.00000 1.333333 0.002296 0.003061 0.027500 71.00000 1.444444 0.002296 0.003316 0.027500 81.00000 1.555556 0.002296 0.003571 0.027500 91.00000 1.666667 0.002296 0.003826 0.027500 101.0000 1.777778 0.002296 0.004081 0.027500 111.0000 1.888889 0.002296 0.004336 0.027500 121.0000 2.000000 0.002296 0.004591 0.027500 131.0000 2.111111 0.002296 0.004846 0.027500 141.0000 2.222222 0.002296 0.005102 0.027500 151.0000 2.333333 0.002296 0.005357 0.027500 161.0000 2.444444 0.002296 0.005612 0.027500 171.0000 2.555556 0.002296 0.005867 0.027500 181.0000 2.666667 0.002296 0.006122 0.027500 191.0000 2.777778 0.002296 0.006377 0.027500 201.0000 2.888889 0.002296 0.006632 0.027500 211.0000 3.000000 0.002296 0.006887 0.027500 221.0000 3.111111 0.002296 0.007142 0.027500 231.0000 3.222222 0.002296 0.007397 0.027500 241.0000 3.333333 0.002296 0.007652 0.027500 251.0000 3.444444 0.002296 0.007907 0.027500 261.0000 3.555556 0.002296 0.008162 0.027500 271.0000 3.666667 0.002296 0.008418 0.027500 281.0000 3.777778 0.002296 0.008673 0.027500 291.0000 3.888889 0.002296 0.008928 0.027500 301.0000 4.000000 0.002296 0.009183 0.027500 311.0000 4.111111 0.002296 0.009438 0.027500 321.0000 4.222222 0.002296 0.009693 0.027500 331.0000 4.333333 0.002296 0.009948 0.027500 341.0000 4.444444 0.002296 0.010203 0.027500 351.0000 4.555556 0.002296 0.010458 0.027500 361.0000 4.666667 0.002296 0.010713 0.027500 371.0000 4.777778 0.002296 0.010968 0.027500 381.0000 4.888889 0.002296 0.011223 0.027500 391.0000 5.000000 0.002296 0.011478 0.027500 401.0000 5.111111 0.002296 0.011733 0.027500 411.0000 21022 full site 1 8/3/2017 10:18:42 AM Page 91 5.222222 0.002296 0.011989 0.027500 421.0000 5.333333 0.002296 0.012244 0.027500 431.0000 5.444444 0.002296 0.012499 0.027500 441.0000 5.555556 0.002296 0.012754 0.027500 451.0000 5.666667 0.002296 0.013009 0.027500 461.0000 5.777778 0.002296 0.013264 0.027500 471.0000 5.888889 0.002296 0.013519 0.027500 481.0000 6.000000 0.002296 0.013774 0.027500 491.0000 6.111111 0.002296 0.014029 0.027500 501.0000 6.222222 0.002296 0.014284 0.027500 511.0000 6.333333 0.002296 0.014539 0.027500 521.0000 6.444444 0.002296 0.014794 0.027500 531.0000 6.555556 0.002296 0.015049 0.027500 541.0000 6.666667 0.002296 0.015305 0.027500 551.0000 6.777778 0.002296 0.015560 0.027500 561.0000 6.888889 0.002296 0.015815 0.027500 571.0000 7.000000 0.002296 0.016070 0.027500 581.0000 7.111111 0.002296 0.016325 0.027500 591.0000 7.222222 0.002296 0.016580 0.027500 601.0000 7.333333 0.002296 0.016835 0.027500 611.0000 7.444444 0.002296 0.017090 0.027500 621.0000 7.555556 0.002296 0.017345 0.027500 631.0000 7.666667 0.002296 0.017600 0.027500 641.0000 7.777778 0.002296 0.017855 0.027500 651.0000 7.888889 0.002296 0.018110 0.027500 661.0000 8.000000 0.002296 0.018365 0.027500 671.0000 8.111111 0.002296 0.018621 0.027500 681.0000 8.222222 0.002296 0.018876 0.027500 691.0000 8.333333 0.002296 0.019131 0.027500 701.0000 8.444444 0.002296 0.019386 0.027500 711.0000 8.555556 0.002296 0.019641 0.027500 721.0000 8.666667 0.002296 0.019896 0.027500 731.0000 8.777778 0.002296 0.020151 0.027500 741.0000 8.888889 0.002296 0.020406 0.027500 751.0000 9.000000 0.002296 0.020661 0.027500 761.0000 9.111111 0.002296 0.020916 0.027500 771.0000 9.222222 0.002296 0.021171 0.027500 781.0000 9.333333 0.002296 0.021426 0.027500 791.0000 9.444444 0.002296 0.021681 0.027500 801.0000 9.555556 0.002296 0.021937 0.027500 811.0000 9.666667 0.002296 0.022192 0.027500 821.0000 9.777778 0.002296 0.022447 0.027500 831.0000 9.888889 0.002296 0.022702 0.027500 841.0000 END FTABLE 3 FTABLE 6 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.011460 0.000000 0.000000 0.000000 0.017778 0.011460 0.000081 0.000000 0.023111 0.035556 0.011460 0.000163 0.000000 0.023111 0.053333 0.011460 0.000244 0.000000 0.023111 0.071111 0.011460 0.000326 0.000000 0.023111 0.088889 0.011460 0.000407 0.000000 0.023111 0.106667 0.011460 0.000489 0.000000 0.023111 0.124444 0.011460 0.000570 0.000000 0.023111 0.142222 0.011460 0.000652 0.000000 0.023111 0.160000 0.011460 0.000733 0.000000 0.023111 0.177778 0.011460 0.000815 0.000000 0.023111 0.195556 0.011460 0.000896 0.000000 0.023111 0.213333 0.011460 0.000978 0.000000 0.023111 0.231111 0.011460 0.001059 0.000000 0.023111 0.248889 0.011460 0.001141 0.000000 0.023111 0.266667 0.011460 0.001222 0.000000 0.023111 0.284444 0.011460 0.001304 0.000000 0.023111 0.302222 0.011460 0.001385 0.000000 0.023111 0.320000 0.011460 0.001467 0.000000 0.023111 0.337778 0.011460 0.001548 0.000000 0.023111 0.355556 0.011460 0.001630 0.000000 0.023111 0.373333 0.011460 0.001711 0.000000 0.023111 21022 full site 1 8/3/2017 10:18:42 AM Page 92 0.391111 0.011460 0.001793 0.000000 0.023111 0.408889 0.011460 0.001874 0.000000 0.023111 0.426667 0.011460 0.001956 0.000000 0.023111 0.444444 0.011460 0.002037 0.000000 0.023111 0.462222 0.011460 0.002119 0.000000 0.023111 0.480000 0.011460 0.002200 0.000000 0.023111 0.497778 0.011460 0.002282 0.000000 0.023111 0.515556 0.011460 0.002363 0.000000 0.023111 0.533333 0.011460 0.002445 0.000000 0.023111 0.551111 0.011460 0.002526 0.000000 0.023111 0.568889 0.011460 0.002608 0.000000 0.023111 0.586667 0.011460 0.002689 0.000000 0.023111 0.604444 0.011460 0.002771 0.000000 0.023111 0.622222 0.011460 0.002852 0.000000 0.023111 0.640000 0.011460 0.002934 0.000000 0.023111 0.657778 0.011460 0.003015 0.000000 0.023111 0.675556 0.011460 0.003097 0.000000 0.023111 0.693333 0.011460 0.003178 0.000000 0.023111 0.711111 0.011460 0.003260 0.000000 0.023111 0.728889 0.011460 0.003341 0.000000 0.023111 0.746667 0.011460 0.003423 0.000000 0.023111 0.764444 0.011460 0.003504 0.000000 0.023111 0.782222 0.011460 0.003586 0.000000 0.023111 0.800000 0.011460 0.003667 0.000000 0.023111 0.817778 0.011460 0.003749 0.000000 0.023111 0.835556 0.011460 0.003830 0.000000 0.023111 0.853333 0.011460 0.003912 0.000000 0.023111 0.871111 0.011460 0.003993 0.000000 0.023111 0.888889 0.011460 0.004075 0.000000 0.023111 0.906667 0.011460 0.004156 0.000000 0.023111 0.924444 0.011460 0.004238 0.000000 0.023111 0.942222 0.011460 0.004319 0.000000 0.023111 0.960000 0.011460 0.004401 0.000000 0.023111 0.977778 0.011460 0.004482 0.000000 0.023111 0.995556 0.011460 0.004564 0.000000 0.023111 1.013333 0.011460 0.004645 0.000000 0.023111 1.031111 0.011460 0.004727 0.000000 0.023111 1.048889 0.011460 0.004808 0.000000 0.023111 1.066667 0.011460 0.004890 0.000000 0.023111 1.084444 0.011460 0.004971 0.000000 0.023111 1.102222 0.011460 0.005053 0.000000 0.023111 1.120000 0.011460 0.005134 0.000000 0.023111 1.137778 0.011460 0.005216 0.000000 0.023111 1.155556 0.011460 0.005297 0.000000 0.023111 1.173333 0.011460 0.005379 0.000000 0.023111 1.191111 0.011460 0.005460 0.000000 0.023111 1.208889 0.011460 0.005542 0.000000 0.023111 1.226667 0.011460 0.005623 0.000000 0.023111 1.244444 0.011460 0.005705 0.000000 0.023111 1.262222 0.011460 0.005786 0.000000 0.023111 1.280000 0.011460 0.005868 0.000000 0.023111 1.297778 0.011460 0.005949 0.000000 0.023111 1.315556 0.011460 0.006031 0.000000 0.023111 1.333333 0.011460 0.006112 0.000000 0.023111 1.351111 0.011460 0.006194 0.000000 0.023111 1.368889 0.011460 0.006275 0.000000 0.023111 1.386667 0.011460 0.006357 0.000000 0.023111 1.404444 0.011460 0.006438 0.000000 0.023111 1.422222 0.011460 0.006519 0.000000 0.023111 1.440000 0.011460 0.006601 0.000000 0.023111 1.457778 0.011460 0.006682 0.000000 0.023111 1.475556 0.011460 0.006764 0.000000 0.023111 1.493333 0.011460 0.006845 0.000000 0.023111 1.511111 0.011460 0.007049 0.000000 0.023111 1.528889 0.011460 0.007253 0.000000 0.023111 1.546667 0.011460 0.007457 0.000000 0.023111 1.564444 0.011460 0.007660 0.000000 0.023111 1.582222 0.011460 0.007864 0.000000 0.023111 1.600000 0.011460 0.008068 0.000000 0.023111 1.617778 0.011460 0.008272 0.075506 0.023111 21022 full site 1 8/3/2017 10:18:43 AM Page 93 END FTABLE 6 FTABLE 9 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.021855 0.000000 0.000000 0.000000 0.034444 0.021855 0.000301 0.000000 0.044074 0.068889 0.021855 0.000602 0.000000 0.044074 0.103333 0.021855 0.000903 0.000000 0.044074 0.137778 0.021855 0.001204 0.000000 0.044074 0.172222 0.021855 0.001506 0.000000 0.044074 0.206667 0.021855 0.001807 0.000000 0.044074 0.241111 0.021855 0.002108 0.000000 0.044074 0.275556 0.021855 0.002409 0.000000 0.044074 0.310000 0.021855 0.002710 0.000000 0.044074 0.344444 0.021855 0.003011 0.000000 0.044074 0.378889 0.021855 0.003312 0.000000 0.044074 0.413333 0.021855 0.003613 0.000000 0.044074 0.447778 0.021855 0.003914 0.000000 0.044074 0.482222 0.021855 0.004216 0.000000 0.044074 0.516667 0.021855 0.004517 0.000000 0.044074 0.551111 0.021855 0.004818 0.000000 0.044074 0.585556 0.021855 0.005119 0.000000 0.044074 0.620000 0.021855 0.005420 0.000000 0.044074 0.654444 0.021855 0.005721 0.000000 0.044074 0.688889 0.021855 0.006022 0.000000 0.044074 0.723333 0.021855 0.006323 0.000000 0.044074 0.757778 0.021855 0.006624 0.000000 0.044074 0.792222 0.021855 0.006926 0.000000 0.044074 0.826667 0.021855 0.007227 0.000000 0.044074 0.861111 0.021855 0.007528 0.000000 0.044074 0.895556 0.021855 0.007829 0.000000 0.044074 0.930000 0.021855 0.008130 0.000000 0.044074 0.964444 0.021855 0.008431 0.000000 0.044074 0.998889 0.021855 0.008732 0.000000 0.044074 1.033333 0.021855 0.009033 0.000000 0.044074 1.067778 0.021855 0.009334 0.000000 0.044074 1.102222 0.021855 0.009636 0.000000 0.044074 1.136667 0.021855 0.009937 0.000000 0.044074 1.171111 0.021855 0.010238 0.000000 0.044074 1.205556 0.021855 0.010539 0.000000 0.044074 1.240000 0.021855 0.010840 0.000000 0.044074 1.274444 0.021855 0.011141 0.000000 0.044074 1.308889 0.021855 0.011442 0.000000 0.044074 1.343333 0.021855 0.011743 0.000000 0.044074 1.377778 0.021855 0.012044 0.000000 0.044074 1.412222 0.021855 0.012346 0.000000 0.044074 1.446667 0.021855 0.012647 0.000000 0.044074 1.481111 0.021855 0.012948 0.000000 0.044074 1.515556 0.021855 0.013249 0.000000 0.044074 1.550000 0.021855 0.013550 0.000000 0.044074 1.584444 0.021855 0.013851 0.000000 0.044074 1.618889 0.021855 0.014152 0.000000 0.044074 1.653333 0.021855 0.014453 0.000000 0.044074 1.687778 0.021855 0.014754 0.000000 0.044074 1.722222 0.021855 0.015056 0.000000 0.044074 1.756667 0.021855 0.015357 0.000000 0.044074 1.791111 0.021855 0.015658 0.000000 0.044074 1.825556 0.021855 0.015959 0.000000 0.044074 1.860000 0.021855 0.016260 0.000000 0.044074 1.894444 0.021855 0.016561 0.000000 0.044074 1.928889 0.021855 0.016862 0.000000 0.044074 1.963333 0.021855 0.017163 0.000000 0.044074 1.997778 0.021855 0.017465 0.000000 0.044074 2.032222 0.021855 0.017766 0.000000 0.044074 2.066667 0.021855 0.018067 0.000000 0.044074 2.101111 0.021855 0.018368 0.000000 0.044074 2.135556 0.021855 0.018669 0.000000 0.044074 2.170000 0.021855 0.018970 0.000000 0.044074 2.204444 0.021855 0.019271 0.000000 0.044074 21022 full site 1 8/3/2017 10:18:43 AM Page 94 2.238889 0.021855 0.019572 0.000000 0.044074 2.273333 0.021855 0.019873 0.000000 0.044074 2.307778 0.021855 0.020175 0.000000 0.044074 2.342222 0.021855 0.020476 0.000000 0.044074 2.376667 0.021855 0.020777 0.000000 0.044074 2.411111 0.021855 0.021078 0.000000 0.044074 2.445556 0.021855 0.021379 0.000000 0.044074 2.480000 0.021855 0.021680 0.000000 0.044074 2.514444 0.021855 0.021981 0.000000 0.044074 2.548889 0.021855 0.022282 0.000000 0.044074 2.583333 0.021855 0.022583 0.000000 0.044074 2.617778 0.021855 0.022885 0.000000 0.044074 2.652222 0.021855 0.023186 0.000000 0.044074 2.686667 0.021855 0.023487 0.000000 0.044074 2.721111 0.021855 0.023788 0.000000 0.044074 2.755556 0.021855 0.024089 0.000000 0.044074 2.790000 0.021855 0.024390 0.000000 0.044074 2.824444 0.021855 0.024691 0.000000 0.044074 2.858889 0.021855 0.024992 0.000000 0.044074 2.893333 0.021855 0.025293 0.000000 0.044074 2.927778 0.021855 0.025595 0.000000 0.044074 2.962222 0.021855 0.025896 0.000000 0.044074 2.996667 0.021855 0.026197 0.000000 0.044074 3.031111 0.021855 0.026950 0.174756 0.044074 3.065556 0.021855 0.027702 0.534249 0.044074 3.100000 0.021855 0.028455 1.006079 0.044074 END FTABLE 9 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** RCHRES 7 HYDR RO 1 1 1 WDM 1000 FLOW ENGL REPL RCHRES 7 HYDR O 1 1 1 WDM 1001 FLOW ENGL REPL RCHRES 7 HYDR O 2 1 1 WDM 1002 FLOW ENGL REPL RCHRES 7 HYDR STAGE 1 1 1 WDM 1003 STAG ENGL REPL COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL RCHRES 8 HYDR RO 1 1 1 WDM 1004 FLOW ENGL REPL RCHRES 8 HYDR O 1 1 1 WDM 1005 FLOW ENGL REPL RCHRES 8 HYDR O 2 1 1 WDM 1006 FLOW ENGL REPL RCHRES 8 HYDR STAGE 1 1 1 WDM 1007 STAG ENGL REPL COPY 2 OUTPUT MEAN 1 1 48.4 WDM 702 FLOW ENGL REPL COPY 502 OUTPUT MEAN 1 1 48.4 WDM 802 FLOW ENGL REPL RCHRES 9 HYDR RO 1 1 1 WDM 1008 FLOW ENGL REPL RCHRES 9 HYDR O 1 1 1 WDM 1009 FLOW ENGL REPL RCHRES 9 HYDR O 2 1 1 WDM 1010 FLOW ENGL REPL RCHRES 9 HYDR STAGE 1 1 1 WDM 1011 STAG ENGL REPL COPY 3 OUTPUT MEAN 1 1 48.4 WDM 703 FLOW ENGL REPL COPY 503 OUTPUT MEAN 1 1 48.4 WDM 803 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 5 21022 full site 1 8/3/2017 10:18:43 AM Page 95 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 7 RCHRES OFLOW OVOL 1 RCHRES INFLOW IVOL END MASS-LINK 7 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 17 RCHRES OFLOW OVOL 1 COPY INPUT MEAN END MASS-LINK 17 MASS-LINK 18 RCHRES OFLOW OVOL 2 COPY INPUT MEAN END MASS-LINK 18 MASS-LINK 50 IMPLND IWATER SURO PERLND EXTNL SURLI END MASS-LINK 50 END MASS-LINK END RUN 21022 full site 1 8/3/2017 10:18:43 AM Page 96 Predeveloped HSPF Message File 21022 full site 1 8/3/2017 10:18:43 AM Page 97 Mitigated HSPF Message File 21022 full site 1 8/3/2017 10:18:43 AM Page 98 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2017; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com 21022 full site 1 8/3/2017 10:18:43 AM Page 99 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: 31st Avenue Apartments Permit No.: PWD#1083 Review Date: 4-2-2020 Contact: Randy Devoir Email: randy@cascadesurveying.com Review Phase: Revised Grading Report Date: Plans Reviewing Dept.: CED Applicant: MTT Holdings DWG Issue Date: 3/23/2020 # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH The driveway at the north end appears that vehicles may The driveway complies with standard drawing R- bottom out when traveling over. How will this be 090. The slope is 11% and looks a lot steeper addressed? because of the 10 to 1 exaggeration. 2. NEH The grades of the road compared to the curb need to be The grades along 31st have been realigned realigned. 3. NEH The north end of the sidewalk needs to extend to the An asphalt sidewalk has been added to the North adjacent driveway to provide a pedestrian pathway to the end of the sidewalk and the connection to the road development to the north, instead of turning west and has been removed terminating at 31st Ave. 4. NEH The south driveway is raised too steep off the sidewalk The driveway complies with standard drawing R- from the road. Please revise. 090. The slope is 11% and looks a lot steeper because of the exaggeration. Page 1 of 1 CASCADE SURVEYING S U R V E Y O R S & ENGINEERING, INC. E N G I N E E R S 105 E. Division · P. O. Box 326 · Arlington, WA 98223 Phone (360) 435-5551 Fax (360) 435-4012 P L A N N E R S w w w . ca s cad e s ur v e y i ng . com 31st Avenue Apartments (Proj. #22427) September 24th, 2021 Project Narrative: The grading of the northern parking lot of the 31st Avenue Apartments complex has resulted in an approximate 0.08-acre drainage basin that conveys runoff to the northeast corner of the parking lot. Management of this drainage basin is to be achieved through the implementation of an infiltration trench located east of the dumpster area onsite. Runoff is to be conveyed to the infiltration trench through the installment of a catch basin equipped with an oil / water separator located at the northeast corner of the parking lot. Runoff will then be conveyed from the catch basin through a 6†storm drainage pipe, sloped at a minimum of 0.75%, to a yard drain located within the infiltration trench; runoff is then conveyed through the infiltration trench by means of a perforated 6†pipe that will run from the northwest corner of the trench to the southeast corner of the trench. The trench has been designed within WWHM 2012, see figures below: Figure 1: Mitigated Layout Page 1 of 2 X:\22427\Misc\22754 Project Narrative.doc Figure 2: Basin Design Figure 3: Infiltration Design Figure 4: Flow Frequency Submitted alongside this narrative: • Drainage Update Worksheet • Contractor’s Drainage Basin Sketch Page 2 of 2 MEMORANDUM To: Marc Hayes, PE, City of Arlington From: Brad Lincoln, PE Subject: 31st Avenue Apartments Date: April 4, 2017 Project: GTC #16-318 Gibson Traffic Consultants, Inc. (GTC) has been retained to provide a traffic analysis for the proposed 31st Avenue Apartments development. The development is located on the west side of 31st Avenue NE, between 186th Place NE and 180th Street NE in the City of Arlington. A site vicinity map is included in Figure 1. Specifically, this memorandum addresses the trip generation, trip distribution and traffic mitigation fees. The site currently has one single-family residence on it that will be removed and credited to the development. The development will consist of 48 apartment units contained in three, three-story buildings. Brad Lincoln, responsible for this memorandum, is a licensed professional engineer (Civil) in the State of Washington and member of the Washington State section of ITE. 1. TRIP GENERATION Trip generation calculations were performed using trip generation data contained in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 9th Edition (2012) for Land Use Code (LUC) 223, Mid-Rise Apartments and LUC 210, Single-Family Detached Housing. The trips generated by the proposed 48 apartment units are summarized in Table 1. Table 1: Trip Generation Summary – 48 New Mid-Rise Apartments 48 Mid-Rise Apartments Average Daily Trips AM Peak-Hour Trips PM Peak-Hour Trips ITE LUC 223 Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total Generation Rate 4.18 trips per unit 0.30 trips per unit 0.39 trips per unit Splits 50% 50% 100% 31% 69% 100% 58% 42% 100% Trips 100.32 100.32 200.64 4.46 9.94 14.40 10.86 7.86 18.72 2813 Rockefeller Avenue ï‚ Suite B ï‚ Everett WA, 98201 Tel: 425-339-8266 ï‚ Fax: 425-258-2922 ï‚ E-mail: info@gibsontraffic.com 27TH AVE NE 204TH ST NE 200TH ST NE CEMETERY RD S M O K E Y P O NE I N H ST T 5T B 19 L V 23RD AVE NE D 47TH AVE NE 188TH ST NE 188TH ST NE 5 9 T H 35TH AVE NE D R N SITE E N 31ST AVE NE 180TH ST NE E V A E N A L G N I R P SMOKEY S POINT DR 174TH PL NE 43RD AVE NE 172ND ST NE GIBSON TRAFFIC CONSULTANTS TRAFFIC IMPACT STUDY GTC #16-318 31ST AVENUE APARTMENTS LEGEND FIGURE 1 48 MID-RISE APARTMENTS DEVELOPMENT SITE SITE VICINITY MAP SNOHOMISH COUNTY 31st Avenue Apartments Trip Generation and Distribution Memo The credit for the existing single family residence unit is summarized in Table 2. Table 2: Trip Generation Summary – 1 Existing Single Family Residence 1 Existing Single Average Daily Trips AM Peak-Hour Trips PM Peak-Hour Trips Family Residence ITE LUC 230 Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total Generation Rate 9.52 trips per unit 0.75 trips per unit 1.00 trips per unit Splits 50% 50% 100% 25% 75% 100% 63% 37% 100% Trips -4.76 -4.76 -9.52 -0.25 -0.75 -1.00 -0.63 -0.37 -1.00 The total new trips generated by the 31st Avenue Apartments development are summarized in Table 3. Table 3: Trip Generation Summary – Total New Trips Average Daily Trips AM Peak-Hour Trips PM Peak-Hour Trips Use Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total 48 Mid-Rise Apartments 100.32 100.32 200.64 4.46 9.94 14.40 10.86 7.49 17.72 (to be constructed) 1 Single-Family Unit -4.76 -4.76 -9.52 -0.19 -0.56 -0.75 -0.63 -0.37 -1.00 (to be removed) New Trips 95.56 95.56 191.12 4.27 9.38 13.65 10.23 7.49 17.72 The development is anticipated to generate 191.12 new average daily trips (ADT) with 13.65 new AM peak-hour trips and 17.72 new PM Peak-hour trips. Full calculations are included in the attachments of this memorandum. 2. TRIP DISTRIBUTION The trip distribution for the proposed 31st Avenue Apartments development is based on existing traffic patterns in the area as well as the location of major retail/commercial and residential land uses. It is anticipated that 10% of the development’s trips will travel to and from the north, five percent on Smokey Point Boulevard and five percent on I-5. Approximately 20% of the development’s trips will travel to and from the west along 172nd Street NE. An estimated 20% of the development’s trips will travel to and from the west, five percent along 188th Street NE and fifteen percent along 172nd Street NE. The remaining 50% of the development’s trips are expected to travel to and from the south, forty percent along I-5 and ten percent along 35th Avenue NE. Detailed trip distributions for the AM and PM peak-hours are included in Figure 2 and Figure 3, respectively. Gibson Traffic Consultants, Inc. April 2017 info@gibsontraffic.com 3 GTC #16-318 27TH AVE NE 204TH ST NE 200TH ST NE CEMETERY RD S M O K E Y P 1 O 1 5 NE I 0 N H ST T 5T B 19 L 0 V 23RD AVE NE D 47TH AVE NE 188TH ST NE 188TH ST NE 0 0 10 5 5 9 T H 35TH AVE NE D R N SITE E N 31ST AVE NE 180TH ST NE E V A 0 E N A 9 5 L G N I 0 R P SMOKEY S POINT DR 174TH PL NE 15 43RD AVE NE 29 1 1 172ND ST NE 2 1 0 38 2 7 20 6 40 1910 1 4 GIBSON TRAFFIC CONSULTANTS TRAFFIC IMPACT STUDY GTC #16-318 31ST AVENUE APARTMENTS LEGEND FIGURE 2 48 MID-RISE APARTMENTS AWDT NEW DAILY TRAFFIC AM PEAK NEW AM PEAK-HOUR TRIPS DEVELOPMENT 25 TRIP DISTRIBUTION % TRIP DISTRIBUTION SNOHOMISH COUNTY AM PEAK-HOUR 27TH AVE NE 204TH ST NE 200TH ST NE CEMETERY RD S M O K E Y P 0 O 1 5 NE I 0 N H ST T 5T B 19 L 1 V 23RD AVE NE D 47TH AVE NE 188TH ST NE 188TH ST NE 0 0 10 5 5 9 T H 35TH AVE NE D R N SITE E N 31ST AVE NE 180TH ST NE E V A 0 E N A 9 5 L G N I 0 R P SMOKEY S POINT DR 174TH PL NE 15 43RD AVE NE 29 2 1 172ND ST NE 2 2 1 38 4 7 20 6 40 1910 1 3 GIBSON TRAFFIC CONSULTANTS TRAFFIC IMPACT STUDY GTC #16-318 31ST AVENUE APARTMENTS LEGEND FIGURE 3 48 MID-RISE APARTMENTS AWDT NEW DAILY TRAFFIC PM PEAK NEW PM PEAK-HOUR TRIPS DEVELOPMENT 25 TRIP DISTRIBUTION % TRIP DISTRIBUTION SNOHOMISH COUNTY PM PEAK-HOUR 31st Avenue Apartments Trip Generation and Distribution Memo 3. MITIGATION 3.1 City of Arlington The 31st Avenue Apartments is anticipated to generate 17.72 PM peak-hour trips. The City of Arlington has a mitigation fee of $3,355 per PM peak-hour trip. This results in a mitigation fee to the City of Arlington of $59,450.60. It is important to note that City of Arlington traffic mitigation fees do not vest to the time of application. It is possible that the City of Arlington mitigation fees will increase between the time of this report and when the traffic mitigation fees are required to be paid. 3.2 Snohomish County The City of Arlington has an interlocal agreement with Snohomish County that provides for mitigation payments for impacts to Snohomish County arterials. City of Arlington developments that impact road improvement projects with 3 directional PM peak-hour trips identified in Snohomish County’s Transportation Needs Report (TNR) are required to pay mitigation fees to Snohomish County. The 31st Avenue Apartments development is not anticipated to impact any improvement projects with 3 or more directional PM peak-hour trips identified in Snohomish County’s TNR. The 31st Avenue Apartments development should therefore not be required to pay traffic mitigation fees to Snohomish County. 3.3 Washington State Department of Transportation WSDOT mitigation fees are based on the area wide mitigation fee or impacts to WSDOT improvement projects identified on the Exhibit C List of the interlocal agreement. The 31st Avenue Apartments development will not impact any WSDOT projects listed on the current Exhibit C List that are not fully constructed or fully funded with 3 directional PM peak-hour trips and is therefore not required to pay WSDOT traffic mitigation fees. 4. CONCLUSIONS The 31st Avenue Apartments development is proposed to consist of 48 mid-rise apartment units. The site was previously occupied by one single-family residential unit. The development will generate 191.12 average daily trips with 13.65 AM peak-hour trips and 17.72 PM peak-hour trips with credit for the existing single family dwelling. The City of Arlington traffic mitigation fees will be $59,450.60. Gibson Traffic Consultants, Inc. April 2017 info@gibsontraffic.com 6 GTC #16-318 Attachments NEW LINK DIVERTED In Out In Out In Out NEW PASS-BY In+Out(Total) 0.000.000.00200.64-9.52191.120.000.000.000.000.000.000.000.00 100.32 100.320.000.00-4.7695.56-4.7695.56 In+Out(Total) LINK NET EXTERNAL TRIPS BY TYPE DIVERTED 0%0% % ofExt.Trips 0.000.000.00 In+Out(Total) IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS % ofExt.Trips0%0% TOTALIn+Out(Total)PASS-BY Trips 0.000.000.00200.64-9.52191.12 In+Out(Total) GTC #16-318 Internal Crossover % of 0%0% GrossTrips 31st Avenue Apartments In+Out(Total) 191.12 % OUT50%50%200.64-9.52 % IN Gross Trips TripRate ITE LU code - 0.39 Daily 6.65 PM 0.62 48 units-1 units 223210 4.189.526.65*(0.39/0.62)50%50% (a.k.a.): Average Weekday Daily Trips (AWDT) Trip Generation for: Weekday LAND USESMid-Rise ApartmentsSingle Family ResidenceTotalsLand UseMid-Rise ApartmentsApartments, LUC 220Mid-Rise Daily RateVARIABLE A - 1 NEW LINK DIVERTED In Out In Out In Out NEW PASS-BY In+Out(Total) 0.00 13.65 0.00 0.00 0.00 0.00 4.27 9.38 In+Out(Total) LINK NET EXTERNAL TRIPS BY TYPE DIVERTED % ofExt.Trips 0.00 In+Out(Total) IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS % ofExt.Trips TOTALIn+Out(Total)PASS-BY Trips 0.00 13.65 In+Out(Total) GTC #16-318 Internal Crossover % ofGrossTrips 31st Avenue Apartments In+Out(Total) 13.65 % OUT69%75%14.40-0.75 0%0% 0.000.00 14.40-0.75 0%0% 0.000.00 0%0% 0.000.00 14.40-0.750.000.000.000.000.000.000.000.004.46-0.19 9.94-0.56 % IN Gross Trips r TripRate0.300.7531%25% ITE LU code 48 units-1 units 223210 (a.k.a.): Weekday AM Peak Hou Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 7 and 9 AM LAND USESMid-Rise ApartmentsSingle Family ResidenceTotals VARIABLE A - 2 NEW LINK DIVERTED In Out In Out In Out NEW PASS-BY In+Out(Total) 0.00 17.72 0.00 0.00 0.00 0.00 10.23 7.49 In+Out(Total) LINK NET EXTERNAL TRIPS BY TYPE DIVERTED % ofExt.Trips 0.00 In+Out(Total) IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS % ofExt.Trips TOTALIn+Out(Total)PASS-BY Trips 0.00 17.72 In+Out(Total) GTC #16-318 Internal Crossover % ofGrossTrips 31st Avenue Apartments In+Out(Total) 17.72 % OUT42%37%18.72-1.00 0%0% 0.000.00 18.72-1.00 0%0% 0.000.00 0%0% 0.000.00 18.72-1.000.000.000.000.000.000.000.000.0010.86-0.63 7.86-0.37 % IN Gross Trips r TripRate0.391.0058%63% ITE LU code 48 units-1 units 223210 (a.k.a.): Weekday PM Peak Hou Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 4 and 6 PM LAND USESMid-Rise ApartmentsSingle Family ResidenceTotals VARIABLE A - 3 31st Avenue Apartments GTC #16-318 AM Peak-Hour New New AM Peak Hour Trips New New AM Peak Hour Trips %% ADT In Out Total ADT In Out Total 100% 191 4 9 13.65 100% 191 4 9 14 1% 1.91 0.04 0.09 0.14 51% 97.47 2.18 4.78 6.96 2% 3.82 0.09 0.19 0.27 52% 99.38 2.22 4.88 7.10 3% 5.73 0.13 0.28 0.41 53% 101.29 2.26 4.97 7.23 4% 7.64 0.17 0.38 0.55 54% 103.20 2.31 5.07 7.37 5% 9.56 0.21 0.47 0.68 55% 105.12 2.35 5.16 7.51 6% 11.47 0.26 0.56 0.82 56% 107.03 2.39 5.25 7.64 7% 13.38 0.30 0.66 0.96 57% 108.94 2.43 5.35 7.78 8% 15.29 0.34 0.75 1.09 58% 110.85 2.48 5.44 7.92 9% 17.20 0.38 0.84 1.23 59% 112.76 2.52 5.53 8.05 10% 19.11 0.43 0.94 1.37 60% 114.67 2.56 5.63 8.19 11% 21.02 0.47 1.03 1.50 61% 116.58 2.60 5.72 8.33 12% 22.93 0.51 1.13 1.64 62% 118.49 2.65 5.82 8.46 13% 24.85 0.56 1.22 1.77 63% 120.41 2.69 5.91 8.60 14% 26.76 0.60 1.31 1.91 64% 122.32 2.73 6.00 8.74 15% 28.67 0.64 1.41 2.05 65% 124.23 2.78 6.10 8.87 16% 30.58 0.68 1.50 2.18 66% 126.14 2.82 6.19 9.01 17% 32.49 0.73 1.59 2.32 67% 128.05 2.86 6.28 9.15 18% 34.40 0.77 1.69 2.46 68% 129.96 2.90 6.38 9.28 19% 36.31 0.81 1.78 2.59 69% 131.87 2.95 6.47 9.42 20% 38.22 0.85 1.88 2.73 70% 133.78 2.99 6.57 9.56 21% 40.14 0.90 1.97 2.87 71% 135.70 3.03 6.66 9.69 22% 42.05 0.94 2.06 3.00 72% 137.61 3.07 6.75 9.83 23% 43.96 0.98 2.16 3.14 73% 139.52 3.12 6.85 9.96 24% 45.87 1.02 2.25 3.28 74% 141.43 3.16 6.94 10.10 25% 47.78 1.07 2.35 3.41 75% 143.34 3.20 7.04 10.24 26% 49.69 1.11 2.44 3.55 76% 145.25 3.25 7.13 10.37 27% 51.60 1.15 2.53 3.69 77% 147.16 3.29 7.22 10.51 28% 53.51 1.20 2.63 3.82 78% 149.07 3.33 7.32 10.65 29% 55.42 1.24 2.72 3.96 79% 150.98 3.37 7.41 10.78 30% 57.34 1.28 2.81 4.10 80% 152.90 3.42 7.50 10.92 31% 59.25 1.32 2.91 4.23 81% 154.81 3.46 7.60 11.06 32% 61.16 1.37 3.00 4.37 82% 156.72 3.50 7.69 11.19 33% 63.07 1.41 3.10 4.50 83% 158.63 3.54 7.79 11.33 34% 64.98 1.45 3.19 4.64 84% 160.54 3.59 7.88 11.47 35% 66.89 1.49 3.28 4.78 85% 162.45 3.63 7.97 11.60 36% 68.80 1.54 3.38 4.91 86% 164.36 3.67 8.07 11.74 37% 70.71 1.58 3.47 5.05 87% 166.27 3.71 8.16 11.88 38% 72.63 1.62 3.56 5.19 88% 168.19 3.76 8.25 12.01 39% 74.54 1.67 3.66 5.32 89% 170.10 3.80 8.35 12.15 40% 76.45 1.71 3.75 5.46 90% 172.01 3.84 8.44 12.29 41% 78.36 1.75 3.85 5.60 91% 173.92 3.89 8.54 12.42 42% 80.27 1.79 3.94 5.73 92% 175.83 3.93 8.63 12.56 43% 82.18 1.84 4.03 5.87 93% 177.74 3.97 8.72 12.69 44% 84.09 1.88 4.13 6.01 94% 179.65 4.01 8.82 12.83 45% 86.00 1.92 4.22 6.14 95% 181.56 4.06 8.91 12.97 46% 87.92 1.96 4.31 6.28 96% 183.48 4.10 9.00 13.10 47% 89.83 2.01 4.41 6.42 97% 185.39 4.14 9.10 13.24 48% 91.74 2.05 4.50 6.55 98% 187.30 4.18 9.19 13.38 49% 93.65 2.09 4.60 6.69 99% 189.21 4.23 9.29 13.51 50% 95.56 2.14 4.69 6.83 100% 191.12 4.27 9.38 13.65 A - 4 31st Avenue Apartments GTC #16-318 PM Peak-Hour New New PM Peak Hour Trips New New PM Peak Hour Trips %% ADT In Out Total ADT In Out Total 100% 191 10 7 17.72 100% 191 10 7 18 1% 1.91 0.10 0.07 0.18 51% 97.47 5.22 3.82 9.04 2% 3.82 0.20 0.15 0.35 52% 99.38 5.32 3.89 9.21 3% 5.73 0.31 0.22 0.53 53% 101.29 5.42 3.97 9.39 4% 7.64 0.41 0.30 0.71 54% 103.20 5.52 4.04 9.57 5% 9.56 0.51 0.37 0.89 55% 105.12 5.63 4.12 9.75 6% 11.47 0.61 0.45 1.06 56% 107.03 5.73 4.19 9.92 7% 13.38 0.72 0.52 1.24 57% 108.94 5.83 4.27 10.10 8% 15.29 0.82 0.60 1.42 58% 110.85 5.93 4.34 10.28 9% 17.20 0.92 0.67 1.59 59% 112.76 6.04 4.42 10.45 10% 19.11 1.02 0.75 1.77 60% 114.67 6.14 4.49 10.63 11% 21.02 1.13 0.82 1.95 61% 116.58 6.24 4.57 10.81 12% 22.93 1.23 0.90 2.13 62% 118.49 6.34 4.64 10.99 13% 24.85 1.33 0.97 2.30 63% 120.41 6.44 4.72 11.16 14% 26.76 1.43 1.05 2.48 64% 122.32 6.55 4.79 11.34 15% 28.67 1.53 1.12 2.66 65% 124.23 6.65 4.87 11.52 16% 30.58 1.64 1.20 2.84 66% 126.14 6.75 4.94 11.70 17% 32.49 1.74 1.27 3.01 67% 128.05 6.85 5.02 11.87 18% 34.40 1.84 1.35 3.19 68% 129.96 6.96 5.09 12.05 19% 36.31 1.94 1.42 3.37 69% 131.87 7.06 5.17 12.23 20% 38.22 2.05 1.50 3.54 70% 133.78 7.16 5.24 12.40 21% 40.14 2.15 1.57 3.72 71% 135.70 7.26 5.32 12.58 22% 42.05 2.25 1.65 3.90 72% 137.61 7.37 5.39 12.76 23% 43.96 2.35 1.72 4.08 73% 139.52 7.47 5.47 12.94 24% 45.87 2.46 1.80 4.25 74% 141.43 7.57 5.54 13.11 25% 47.78 2.56 1.87 4.43 75% 143.34 7.67 5.62 13.29 26% 49.69 2.66 1.95 4.61 76% 145.25 7.77 5.69 13.47 27% 51.60 2.76 2.02 4.78 77% 147.16 7.88 5.77 13.64 28% 53.51 2.86 2.10 4.96 78% 149.07 7.98 5.84 13.82 29% 55.42 2.97 2.17 5.14 79% 150.98 8.08 5.92 14.00 30% 57.34 3.07 2.25 5.32 80% 152.90 8.18 5.99 14.18 31% 59.25 3.17 2.32 5.49 81% 154.81 8.29 6.07 14.35 32% 61.16 3.27 2.40 5.67 82% 156.72 8.39 6.14 14.53 33% 63.07 3.38 2.47 5.85 83% 158.63 8.49 6.22 14.71 34% 64.98 3.48 2.55 6.02 84% 160.54 8.59 6.29 14.88 35% 66.89 3.58 2.62 6.20 85% 162.45 8.70 6.37 15.06 36% 68.80 3.68 2.70 6.38 86% 164.36 8.80 6.44 15.24 37% 70.71 3.79 2.77 6.56 87% 166.27 8.90 6.52 15.42 38% 72.63 3.89 2.85 6.73 88% 168.19 9.00 6.59 15.59 39% 74.54 3.99 2.92 6.91 89% 170.10 9.10 6.67 15.77 40% 76.45 4.09 3.00 7.09 90% 172.01 9.21 6.74 15.95 41% 78.36 4.19 3.07 7.27 91% 173.92 9.31 6.82 16.13 42% 80.27 4.30 3.15 7.44 92% 175.83 9.41 6.89 16.30 43% 82.18 4.40 3.22 7.62 93% 177.74 9.51 6.97 16.48 44% 84.09 4.50 3.30 7.80 94% 179.65 9.62 7.04 16.66 45% 86.00 4.60 3.37 7.97 95% 181.56 9.72 7.12 16.83 46% 87.92 4.71 3.45 8.15 96% 183.48 9.82 7.19 17.01 47% 89.83 4.81 3.52 8.33 97% 185.39 9.92 7.27 17.19 48% 91.74 4.91 3.60 8.51 98% 187.30 10.03 7.34 17.37 49% 93.65 5.01 3.67 8.68 99% 189.21 10.13 7.42 17.54 50% 95.56 5.12 3.75 8.86 100% 191.12 10.23 7.49 17.72 A - 5 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department 18204 59th Avenue NE City of Arlington ï¬ ï¬ Arlington WA 98223 ï¬ (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows: ï¬ Type I permits complete all sections. ï¬ Type II permits complete as follows: - Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private ï¬ Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST $ 90,552.50 $ 44,768.00 $ 135,320.50 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ - GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ - An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows: ï¬ Road and Alley (Public) ï¬ Landscaping (Public and Private) ï¬ Stormwater Drainage and Grading (Public) ï¬ Utilities (Public) ï¬ Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 90,552.50 PERFORMANCE DEVICE 150% Amount Due $ 135,828.75 Base Calculation of Maintenance Device $ 83,815.00 MAINTENANCE DEVICE 20% Amount Due $ 16,763.00 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 8 $ 284.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF 228 $ 456.00 BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE 0.25 $ 1,050.00 BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH 1 $ 3,600.00 BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR $ - Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 5,390.00 MOBILIZATION 10%: $ 539.00 CONTINGENCY 15%: $ 808.50 TOTAL: $ 6,737.50 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH 3 $ 4,950.00 5 $ 8,250.00 CB Type IL $ 1,850.00 EACH 5 $ 9,250.00 6 $ 11,100.00 CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - $ - Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY 228 $ 1,140.00 800 $ 4,000.00 Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS Infiltration Trench $ 35.00 LF 205 $ 7,175.00 438 $ 15,330.00 Excavation Trench $ 5.00 CY 123 $ 615.00 713 $ 3,565.00 Topsoil Type A (imported) $ 30.00 CY 18.9 $ 567.00 84.1 $ 2,523.00 SUBTOTAL: $ 23,697.00 $ 44,768.00 MOBILIZATION 10%: $ 2,369.70 CONTINGENCY 15%: $ 3,554.55 TOTAL: $ 29,621.25 $ 44,768.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Description Unit Price Unit Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - Backfill & Compaction- trench $ 11.00 CY $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - Bollards - fixed $ 325.00 EACH $ - Bollards - removable $ 600.00 EACH $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - Excavation - bulk $ 2.50 CY $ - Excavation - Trench $ 5.00 CY $ - Fencing, cedar, 6' high $ 25.00 LF $ - Fencing, chain link, 4' $ 19.50 LF $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - Fencing, chain link, gate, vinyl coated, 2 $ 1,563.00 EACH $ - Fencing, split rail, 3' high $ 14.00 LF $ - Fill & compact - common barrow $ 27.00 CY $ - Fill & compact - gravel base $ 30.00 CY $ - Fill & compact - screened topsoil $ 45.00 CY $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - Grading, fine, by hand $ 2.00 SY $ - Grading, fine, with grader $ 1.25 SY $ - Guard Post $ 90.00 EACH $ - Monuments $ 104.00 EACH $ - Sensitive Areas Sign $ 20.00 EACH $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - Topsoil Type A (imported) $ 30.00 CY $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - Trail, 4" chipped wood $ 9.00 SY $ - Trail, 4" crushed cinder $ 10.00 SY $ - Trail, 4" top course $ 9.50 SY $ - Wall, retaining, concrete $ 66.00 SF $ - Wall, rockery $ 13.00 SF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Description Unit Price Unit Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - AC Grinding, 4' wide machine 1000-2000$ 8.50 SY $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - AC Removal/Disposal/Repair $ 60.00 SY $ - Barricade, Type I $ 36.00 LF $ - Barricade Type II $ 25.00 LF $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - Conduit, 2" $ 5.00 LF $ - Curb & Gutter, rolled $ 20.00 LF $ - Curb & Gutter, vertical $ 15.00 LF 215 $ 3,225.00 Curb and Gutter, demolition and disposa $ 20.00 LF $ - Curb, extruded asphalt $ 5.00 LF $ - Curb, extruded concrete $ 4.50 LF $ - Guard Rail $ 30.00 LF $ - Sawcut, asphalt, 3" depth $ 3.50 LF 287 $ 1,004.50 Sawcut, concrete, per 1" depth $ 3.00 LF $ - Sealant, asphalt $ 2.00 LF $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - Sidewalk, 4" thick $ 40.00 SY $ - Sidewalk, 4" thick, demolition and dispos $ 36.00 SY $ - Sidewalk, 6" thick $ 45.00 SY $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - Signs $ - LS $ - Sign, Handicap $ 100.00 EACH $ - Striping, per stall $ 7.50 EACH $ - Street Light System $ - LS $ - Traffic Signal $ - LS $ - Traffic Signal Modification $ - LS $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - Striping, 4" reflectorized line $ 0.40 LF $ - AC Patching/Trenching Restoration $ 100.00 TON $ - Controlled Density Fill (CDF) $ 90.00 CY $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 4,229.50 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Description Unit Price Unit Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - Asphalt Road 3", First 2500 SY $ 15.00 SY $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY 145 $ 1,885.00 Asphalt Road 5", First 2500 SY $ 22.00 SY $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - Gravel Base Course 2" $ 7.50 SY 145 $ 1,087.50 Gravel Base Course 4" $ 15.00 SY $ - Gravel Base Course 6" $ 22.50 SY $ - Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - Concrete Road, 5", no base, over 2500 S$ 22.00 SY $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY $ - Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 2,972.50 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Description Unit Price Unit Quantity Cost Blowoff $ 1,800.00 EACH $ - Connection to Existing Water Main $ 2,000.00 EACH 2 $ 4,000.00 Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF 65 $ 4,225.00 Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - Gate Valve, 6 inch Dia $ 250.00 EACH 3 $ 750.00 Gate Valve, 8 Inch Dia $ 380.00 EACH $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH 2 $ 5,000.00 Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - Pressure Reducing Valve Assembly, 10 In. D $ 4,200.00 EACH $ - Pressure Reducing Valve Assembly, 12 In. D $ 5,000.00 EACH $ - Valve Marker Post $ 350.00 EACH $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - Subtotal $ 13,975.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Description Unit Price Unit Quantity Cost Connection to Existing Sewer Main $ - EACH $ - Clean Outs $ 500.00 EACH $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - Sewer Pipe, PVC, _10_ Inch Dia $ 37.00 LF 286 $ 10,582.00 Lift Station (Entire System) $ - LS $ - Manhole, 48 Inch Dia $ 3,000.00 EACH 2 $ 6,000.00 for additional depth over 4 feet/per foo$ 532.00 FEET 3 $ 1,596.00 Manhole, 54 Inch Dia $ 3,500.00 EACH $ - for additional depth over 4 feet/per fo $ 532.00 FEET $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - for additional depth over 4 feet/per fo $ 532.00 FEET $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - for additional depth over 4 feet/per fo $ 625.00 FEET $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - for additional depth over 4 feet/per foo $ 625.00 FEET $ - Outside Drop $ - LS $ - Inside Drop $ - LS $ - Pipe, C-900 $ 90.00 LF $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 18,178.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH 8 $ 4,000.00 Root Barrier EACH 8 $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 4,000.00 (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC SEWER, LANDSCAPING) SUBTOTAL $ 43,355.00 MOBILIZATION 10%: $ 4,335.50 CONTINGENCY 15%: $ 6,503.25 GRANDTOTAL: $ 54,193.75 Rev 7/2017 NOTES: 1. MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 7. FOR DEPTHS OVER 25' MANHOLE BASE SLAB DESIGN AASHTO M-199 (ASTM C 478) UNLESS OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. ON PLANS OR NOTED IN STANDARD SPECIFICATIONS. 8. ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED 2. ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE (SEE GROUT SPECIFICATIONS). GROUT TO BE 1/2" CLASS 4000. NON-REINFORCED CONCRETE IN CHANNEL THICK MINIMUM AND 3• EACH SIDE OF JOINT MINIMUM. AND SHELF SHALL BE CLASS 3000. ALL PRECAST THEY MUST BE INSPECTED PRIOR TO BACKFILL CONCRETE SHALL BE CLASS 4000. 9. CORE DRILLING ONLY, HAMMERING KNOCKOUTS WILL 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS. NOT BE ALLOWED. KOR-N-SEAL FACTORY INSTALLED BOOTS ARE ALLOWED. 4. ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE 10. MANHOLES 5'-7' DEEP MUST BE FLAT TOPS. UPPER HALF OF THE BASE WITH 1 • MINIMUM CLEARANCE. 5. CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS MANHOLE WALL THICKNESS. MAXIMUM PIPE SIZE IS 12• FOR X �z :::::E :ii 48• MANHOLE, 24• FOR � . . co co 54• MANHOLE. • N MINIMUM DISTANCE r::- BETWEEN HOLES IS a•(MEASURED ON THE INSIDE OF THE z MANHOLE). w w ,.-.---PRECAST CONE en (ECCENTRIC UNLESS 6. MANHOLE SIZE OTHERWISE SPECIFIED) DEPENDS ON SIZES, LOCATION AND NUMBERS OF HOLES ::c " FOR PIPES. MANHOLE [ij DESIGN AND SIZE ::c 48• OR 54• SHALL BE APPROVED SEE NOTE 6 AND WARRANTED BY THE MANHOLE SUPPLIER. I >--PRECAST RISER ....... 0 :-� SECTIONS w ti .. ,, z . w MAX. HOLE SIZE IS 12• w ......, en . ' FOR 48" MANHOLE, 24• ---+-- • FOR 54• MANHOLE. (SEE j.... ... rt:".,_ ___ SLOPE = 1 /2• /FT (TYP) NOTES 5 & 6 ABOVE) " CONSTRUCT CHANNEL AND [ij SHELF TO THE CROWN OF THE PIPE z REINFORCING STEEL (FOR PRECAST BASE WITH INTEGRAL RISER) 0. 15 SQ IN/FT IN EACH DIRECTION FOR 48• MORTAR FILLET --� 1 DIA. 0.19 SQ IN/FT IN EACH DIRECTION FOR 54" DIA. ��;:;;�::;::::�...;..�:;:;�:::;:;;::;��---PRECAST BASE WITH INTEGRAL RISER CRUSHED SURFACING BASE COURSE 48• DIA.-6" 5• MIN. DEPTH COMPACTED TO MIN. 54• DIA.-8" , 95% OF STANDARD DENSITY ---11 _01----- SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ IN/FT IN EACH DIRECTION FOR 48" DIA 0.30 SQ IN/FT IN EACH DIRECTION FOR 54" DIA APPROVED IY L OIJVE DEPARTKENT OF PUBUC WORKS STANDARD DETAIL DATE STANDARD DETAIL NUMBER REF SfMJ SPEC SS-010 MANHOLE TYPE I From: Brian Grieve To: Jesse Oman; Joe Wilson Cc: Gus Tararan; Launa Peterson; Brian Grieve Subject: FW: 31st Ave Apartments Punch List (PWD#1083) Date: Thursday, January 20, 2022 1:17:42 PM Attachments: GR R Properties 31ST Ave. Apartments Punchlist.msg FW 31ST APARTMENT PUNCH LIST.msg Jesse/Joe, Bob called me asking about the status of his civil permit and what he needs. He has completed all of the items on my list. I called Jesse who confirmed that the water items have been completed. Joe told me that the only thing remaining for sewer was to change the lids to say SEWER. They have completed that, but they still need to get Joe out there to confirm that the sewer manholes are ok. If you could confirm that the above is accurate by email, or let me know if there are reaming items, that would be appreciated. Thanks, Brian From: Brian Grieve Sent: Monday, August 23, 2021 4:03 PM To: Raelynn Jones (rjones@arlingtonwa.gov) <rjones@arlingtonwa.gov> Cc: Nova Heaton (NHeaton@arlingtonwa.gov) <NHeaton@arlingtonwa.gov>; Kevin Olander (kolander@arlingtonwa.gov) <kolander@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Ameresia Lawlis <alawlis@arlingtonwa.gov> Subject: 31st Ave Apartments Punch List (PWD#1083) Raelynn, Below is the punch list for the 31st Ave Apartments civil permit. The list includes comments from water and sewer. 1. Install Dumpster Enclosure 2. Parking stall striping on the south side of the buildings 3. Drive Lane striping (Fire Lane where applicable) 4. Parking signing (handicap) 5. Landscaping & Irrigation 6. Remove temporary power poles 7. Address parking lot drainage issue in the northeast corner of the lot 8. st Block walls around 1 floor patios as needed 9. Stairs to FDC rooms 10. Temporary fence removal 11. Remove inlet socks and other remaining temporary erosion control devices 12. Existing Sewer Manhole: a. Grout inside neck of manhole b. Grout around 10†pipe c. Clean asphalt chunks out of channel and off shelf d. Clean asphalt from lid 13. Sewer Manhole-1: a. Needs a 6’x6’ Concrete pad around the lid b. Add a ladder rung 26â€max c. Grout top of pipes d. Grout interior seams 14. Sewer Manhole-2: a. Grout around pipes b. Remove concrete forms and fill around edges 15. Sewer Manhole-4: a. Clean lid b. Clean inside channel and shelf c. Fix ladder 16. All four 6†sewer cleanouts to buildings: a. Cut to grade b. They all need a ring and cover that say sewer c. Need grouted and a Cherne plug d. All need a 3’x3’ concrete pad around the ring and cover 17. Adjust fire hydrants to grade as needed (Contact Gus Tararan for details) 18. Adjust the Building #2 water meter as needed (Contact Gus Tararan for details) Thanks, Brian From: Jesse Oman To: Brian Grieve Cc: Nova Heaton; Launa Peterson; Gus Tararan Subject: RE: 31st Ave Apartments Punch List (PWD#1083) Date: Thursday, January 20, 2022 2:30:19 PM The punch list for 31st Apartments is complete for City of Arlington water department . From: Brian Grieve <bgrieve@arlingtonwa.gov> Sent: Thursday, January 20, 2022 1:17 PM To: Jesse Oman <joman@arlingtonwa.gov>; Joe Wilson <jwilson@arlingtonwa.gov> Cc: Gus Tararan <gtararan@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Brian Grieve <bgrieve@arlingtonwa.gov> Subject: FW: 31st Ave Apartments Punch List (PWD#1083) Jesse/Joe, Bob called me asking about the status of his civil permit and what he needs. He has completed all of the items on my list. I called Jesse who confirmed that the water items have been completed. Joe told me that the only thing remaining for sewer was to change the lids to say SEWER. They have completed that, but they still need to get Joe out there to confirm that the sewer manholes are ok. If you could confirm that the above is accurate by email, or let me know if there are reaming items, that would be appreciated. Thanks, Brian From: Brian Grieve Sent: Monday, August 23, 2021 4:03 PM To: Raelynn Jones (rjones@arlingtonwa.gov) <rjones@arlingtonwa.gov> Cc: Nova Heaton (NHeaton@arlingtonwa.gov) <NHeaton@arlingtonwa.gov>; Kevin Olander (kolander@arlingtonwa.gov) <kolander@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Ameresia Lawlis <alawlis@arlingtonwa.gov> Subject: 31st Ave Apartments Punch List (PWD#1083) Raelynn, Below is the punch list for the 31st Ave Apartments civil permit. The list includes comments from water and sewer. 1. Install Dumpster Enclosure 2. Parking stall striping on the south side of the buildings 3. Drive Lane striping (Fire Lane where applicable) 4. Parking signing (handicap) 5. Landscaping & Irrigation 6. Remove temporary power poles 7. Address parking lot drainage issue in the northeast corner of the lot 8. st Block walls around 1 floor patios as needed 9. Stairs to FDC rooms 10. Temporary fence removal 11. Remove inlet socks and other remaining temporary erosion control devices 12. Existing Sewer Manhole: a. Grout inside neck of manhole b. Grout around 10†pipe c. Clean asphalt chunks out of channel and off shelf d. Clean asphalt from lid 13. Sewer Manhole-1: a. Needs a 6’x6’ Concrete pad around the lid b. Add a ladder rung 26â€max c. Grout top of pipes d. Grout interior seams 14. Sewer Manhole-2: a. Grout around pipes b. Remove concrete forms and fill around edges 15. Sewer Manhole-4: a. Clean lid b. Clean inside channel and shelf c. Fix ladder 16. All four 6†sewer cleanouts to buildings: a. Cut to grade b. They all need a ring and cover that say sewer c. Need grouted and a Cherne plug d. All need a 3’x3’ concrete pad around the ring and cover 17. Adjust fire hydrants to grade as needed (Contact Gus Tararan for details) 18. Adjust the Building #2 water meter as needed (Contact Gus Tararan for details) Thanks, Brian LETTER OF TRANSMITTAL Date: 11/11/2019 Contractor: Lawson & Sons 6730 Silvana Terrace Rd Stanwood, WA 98292 Project: GR & R Attn: Roy/Matt/Cameron C&M Bid #: 1055975 _____________________________________________________________________________________________________________________________________________________________ To whom it may concern, Attached you will find the requested submittal documents request for the above referenced project. If there are any questions please contact Core & Main. ï‚· JM Eagle Perforated Sewer Pipe – 2 Pages ï‚· JM Eagle Sewer Pipe – 2 Pages ï‚· GPK Sewer Fittings – 3 Pages ï‚· Detectable Marking Tape – 3 Pages ï‚· K100S Trench Drain – 2 Pages ï‚· Mechanical Twist-Tite Plugs – 1 Page ï‚· Plan 45 Clean-out Ring & Cover – 1 Page ï‚· McWane Ductile Iron Pipe – 6 Pages ï‚· Sigma C110 Flange Ductile Iron Fittings – 1 Page ï‚· Sigma C153 Mechanical Joint Ductile Iron Fittings – 1 Page ï‚· Star Pipe Products C110 Flanged Ductile Iron Fittings – 1 Page ï‚· Star Pipe Products C153 Mechanical Joint Ductile Iron Fittings – 1 Page ï‚· Star Pipe Products Stargrip Wedge Action Retainer Kits – 2 Pages ï‚· McWane Sure Stop Gaskets – 1 Page ï‚· Flange Bolt Kits – 1 Page ï‚· Neoprene Flange Gaskets – 1 Page ï‚· JM Eagle C900 Pipe – 1 Page ï‚· 10 Gauge Tracer Wire – 1 Page ï‚· Fabricated Ductile Iron Spools – 1 Page ï‚· Mueller Gate Valves – 1 Page ï‚· 940 Valve Box – 2 Pages ï‚· Mueller Fire Hydrant – 5 Pages ï‚· Harrington Storz Adapter – 2 Pages ï‚· Watts 757 Double Check – 4 Pages ï‚· Oldcastle 675-LA Vault – 2 Pages ï‚· ADS Poly Pipe – 2 Pages ï‚· Mueller Service Brass – 4 Pages ï‚· Ford Meter Box Company Meter Setter – 1 Page ï‚· Ford Meter Box Company Service Saddle – 1 Page Page 1 of 78 ï‚· Romac RFCA – 1 Page ï‚· Standon Pipe Supports – 2 Pages ï‚· Miscellaneous Threaded Brass & Galvanized Fittings – 4 Pages ï‚· Watts LF007 Double Check – 4 Pages ï‚· JM Eagle Schedule 40 PVC Pipe – 6 Pages ï‚· Carson/Midstates Meter Box with Lid – 2 Pages ï‚· Romac Meter Companion Flange – 1 Page Grady Robertson Project Manager Core & Main 4106 134th STREET NE Marysville Wa. 98271 Office: 360-651-1147 Mobile: 360-913-0203 Email: grady.robertson@coreandmain.com Page 2 of 78 GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM. I.D. MIN. T. MIN. E APPROX. D9 APPROX. WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — Page 3 of 78 I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Product Standard: ASTM 3034 (4â€â€“15â€) ASTM F679 (18â€â€“48â€) Pipe Compound: ASTM D1784 Cells Class 12454 or 12364 Gasket: ASTM F477 Integral Bell Joint: ASTM D3212 Pipe Stiffness: ASTM D2412 F/ Y = 46 PSI or 115 PSI Pipe Length: 14 or 20 feet laying length Installation: ASTM D 2321 JM Eagleâ„¢ Installation Guide Page 4 of 78 GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM. I.D. MIN. T. MIN. E APPROX. D9 APPROX. WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — Page 5 of 78 I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Product Standard: ASTM 3034 (4â€â€“15â€) ASTM F679 (18â€â€“48â€) Pipe Compound: ASTM D1784 Cells Class 12454 or 12364 Gasket: ASTM F477 Integral Bell Joint: ASTM D3212 Pipe Stiffness: ASTM D2412 F/ Y = 46 PSI or 115 PSI Pipe Length: 14 or 20 feet laying length Installation: ASTM D 2321 JM Eagleâ„¢ Installation Guide Page 6 of 78 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4†(100mm) through 12†(300mm) diameter. Fabricated Fittings are produced in sizes 4†(100mm) through 36†(973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, “PVCâ€, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturer’s date and shIft code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 ½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12†(305mm) over the fittings and between the trench walls shall be applied in accordance with the engineers’ specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than ¼†per foot (20.8mm/meter) for 4†(100mm) nominal pipe and 1/8†(10.4mm/meter) per foot for 6†(150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is 1 | P a g e 811 Page 7 of 78 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a “French Drainâ€. Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4†(100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer’s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4†(100mm) through 12†(300mm) diameter. Fabricated fittings are produced in sizes 4†(100mm) through 36†(973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4†– 5†150 Ft-Lbs 6†– 8†210 Ft-Lbs 10†– 36†220 Ft-Lbs (100mm – 125mm 203 J) (150mm – 200mm 284 J) (250mm – 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4†50 Ft-Lbs 6†– 8†75 Ft-Lbs 10†– 12†90 Ft-Lbs (100mm 68 J) (150mm – 200mm 102 J) (250mm – 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. 2 | P a g e 811 Page 8 of 78 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. Threads: Threads shall be American National Standard Taper Pipe Threads (ANSI B1.20.1) which shall be gauged in accordance with ASTM Method D-2122. 3 | P a g e 811 Page 9 of 78 Christy's Detectable Marking Tape Our DETECTABLE marking tape provides for easy buried pipeline detection and below ground identification and warning. The tape can be located below ground with a non-ferrous metal detector when buried at the proper depths. All Christy's tape meets or exceeds the industry standards including the American Public Works Association (APWA) color code. TAPE MUST BE BURIED FLAT FOR MAXIMUM DETECTABILITY AND LINE PROTECTION. CONSULT YOUR SPECIFIC LOCATOR MANUFACTURER FOR BURIAL LIMITATIONS. Tape Width Tape Bury Depth 2" 6" - 18" NOTE: Not all widths are available as standard for the stock color/legend combinations shown. 3" 6" - 28" Contact Christy'sâ„¢ for stock availability of specific products. Non-stock combinations are subject 6" 6" - 36" to minimum requirements and plate charges. 12" or wider 6" - 36" SPECIFICATIONS • Christy'sâ„¢ DETECTABLE marking tape consists of a 5.0 mil (0.005") thickness; five-ply composition; ultra-high molecular weight; 100 percent virgin polyethylene; acid, alkaline and corrosion resistant. • The tape tensile strength is in accordance with ASTM D882-80A and will not be less than 7800 PSI. • Elongation properties are in accordance with ASTM D882-80A and are less than 150% at break point. • Tape color & legend combination will be in accordance with APWA or local requirements. The color is __________. The legend reads_____________________ • Tape is 5 mil overall thickness, with a .35 mil solid aluminum foil core. A .8 mil clear film, reverse printed with a repeating warning message is laminated to aluminum foll with a 3.75 mil clear film backing. • Tape width shall be _______. (For best results we recommend a tape width at least ¾ of the diameter of the pipeline being protected. A 4" diameter line would use 3" or wider tape for optimum protection). Standard widths are 2", 3", 6", & 12". • Tape lettering shall be 1" tall on 2" detectable tape and 1.5" tall on 3"- 12" tape. SPECIAL AND CUSTOM LEGENDS T. Christy Enterprises, Inc. â„¢ Christy's offers a full range of non-standard tapes, including specialty applications such as Telemetry, Irrigation 655 E. Ball Rd. • Anaheim, CA 92805 and additional water line wording. All standard combinations listed are available in at least one color/width Tel: (714) 507-3300 • Fax: (714) 507-3310 www.TChristy.com • 800-BLU-GLUE combination. We offer specific agency legends, designations or color combinations. Custom legends can include the use of specific wording, insignias and phone numbers. Call for special pricing. AUGUST 2016 LIT-4031 Page 10 of 78 How To Order Marking Tapes STANDARD COLOR/LEGEND COMBINATIONS TA.XX.XX.XXXXX Example: TA.DT.2.PRW is 2†Detectable Purple Reclaimed Water. Type of Tape Width of Tape Colors Legend Code DT - Detectable 2 - 2" B - Blue CP - Cathodic Protection PL - Pipeline ND - Non-Detectable 3 - 3" P - Purple CTV - Cable TV PW - Potable Water 6 - 6" Y - Yellow E - Electric RAW - Raw Water 12 - 12" G - Green F - Fire RJ - Restrained Joint R - Red FM - Force main RW - Reclaimed Water W - White FO - Fiber Optic S -Sewer O - Orange G - Gas STDR - Storm Drain DETECTABLE & NON-DETECTABLE BR - Brown IRR - Irrigation TEL - Telephone MARKING TAPE NPW - Non-Potable Water W - Water NS - Hydrant Not in Service NOTE: Not all widths are available as standard for STANDARD COLOR/LEGEND COMBINATIONS the stock color/legend combinations shown. Contact Christy'sâ„¢ for stock availability of specific Color Legend Code Printed Text on Tape products. Non-stock combinations are subject Blue BIRR "Caution Irrigation Line Buried Below" to minimum requirements and plate charges. Blue BNPW "Caution Non-Potable Water Line Buried Below" Blue BPW "Caution Potable Water Line Buried Below" Blue BRJ "Caution Restrained Joint Buried Below" Blue BRW "Caution Raw Water Buried Below" Blue BW “Caution Water Line Buried Below†Brown BRFM "Caution Force Main Buried Below" Green GFM "Caution Force Main Buried Below" Green GIRR "Caution Irrigation Line Buried Below" Green GNPW "Caution Non-Potable Line Buried Below" Green GPW "Caution Potable Line Buried Below" Green GRAW "Caution Raw Water Line Buried Below" Green GS "Caution Sewer Line Buried Below " Green GSTDR "Caution Storm Drain Buried Below" Orange OFO "Caution Fiber Optic Line Buried Below" Orange OTEL "Caution Telephone Line Buried Below" Orange OCP "Caution Cathodic Protection Cable Buried Below" Orange OCTV “Caution Cable TV Line Buried Below†Orange ONS "Caution Hydrant Not in Service Line Buried Below" Purple PIRR “Caution Irrigation Line Buried Below†Purple PRW "Caution Recycled/Reclaimed Water Line Buried Below" Purple PNPW "Caution Non-Potable Line Buried Below" Red RE "Caution Electric Line Buried Below" Red RCP “Caution Cathodic Protection Cable Buried Belowâ€â€œ T. Christy Enterprises, Inc. Red RF "Caution Fire Line Buried Below" Yellow YE “Caution Electric Line Buried Below†655 E. Ball Rd. • Anaheim, CA 92805 Yellow YG "Caution Gas Line Buried Below" Tel: (714) 507-3300 • Fax: (714) 507-3310 Yellow YCP “Caution Cathodic Protection Buried Below†www.TChristy.com • 800-BLU-GLUE Yellow YPL “Caution Pipeline Buried Below†AUGUST 2016 LIT-4031 Page 11 of 78 Marking Tapes DETECTABLE MARKING TAPES ORDERING INFORMATION Size Color Description Part No. 2" x 1000' BLUE Potable Water TA.DT.2.BPW 2" x 1000' BLUE Water Line TA.DT.2.BW 2" x 1000' GREEN Force Main TA.DT.2.GFM 2" x 1000' GREEN Sewer Line TA.DT.2.GS 2" x 1000' GREEN Storm Drain TA.DT.2.GSTDR 2" x 1000' ORANGE Fiber Optic TA.DT.2.OFO 2" x 1000' ORANGE Telephone TA.DT.2.OTEL 2" x 1000' PURPLE Irrigation Line TA.DT.2.PIRR DETECTABLE & NON-DETECTABLE 2" x 1000' PURPLE Recycled/Reclaimed Water TA.DT.2.PRW MARKING TAPE 2" x 1000' RED Electrical Line TA.DT.2.RE 2" x 1000' YELLOW Gas Line TA.DT.2.YG 3" x 1000' BLUE Potable Water TA.DT.3.BPW NOTE: Not all widths are available as standard for 3" x 1000' BLUE Irrigation Water TA.DT.3.BIRR the stock color/legend combinations shown. 3" x 1000' BLUE Raw Water TA.DT.3.BRAW Contact Christy'sâ„¢ for stock availability of specific 3" x 1000' BLUE Water Line TA.DT.3.BW products. Non-stock combinations are subject 3" x 1000' GREEN Force Main TA.DT.3.GFM to minimum requirements and plate charges. 3" x 1000' GREEN Irrigation TA.DT.3.GIRR 3" x 1000' GREEN Sewer Line TA.DT.3.GS 3" x 1000' GREEN Storm Drain TA.DT.3.GSTDR 3" x 1000' ORANGE Fiber Optic TA.DT.3.OFO 3" x 1000' ORANGE Telephone TA.DT.3.OTEL 3" x 1000' PURPLE Non-Potable Water TA.DT.3.PNPW 3" x 1000' PURPLE Recycled/Reclaimed Water TA.DT.3.PRW 3" x 1000' RED Cathodic Protection TA.DT.3.RCP 3" x 1000' RED Electrical Line TA.DT.3.RE 3" x 1000' RED Fire Line TA.DT.3.RF 3" x 1000' RED Raw Water TA.DT.3.RRAW 3" x 1000' YELLOW Gas Line TA.DT.3.YG 6" x 1000' BLUE Irrigation Line TA.DT.6.BIRR 6" x 1000' BLUE Water TA.DT.6.BW 6" x 1000' GREEN Force Main TA.DT.6.GFM 6" x 1000' GREEN Irrigation Line TA.DT.6.GIRR 6" x 1000' GREEN Sewer Line TA.DT.6.GS 6" x 1000' GREEN Storm Drain TA.DT.6.GSTDR 6" x 1000' ORANGE Fiber Optic TA.DT.6.OFO 6" x 1000' PURPLE Recycled/Reclaimed Water TA.DT.6.PRW 6" x 1000' RED Cathodic Protection TA.DT.6.RCP 6" x 1000' RED Electrical Line TA.DT.6.RE 6" x 1000' RED Fire Line TA.DT.6.RF 6" x 1000' YELLOW Gas Line TA.DT.6.YG 12" x 1000' BLUE Water TA.DT.12.BW 12" x 1000' GREEN Force Main TA.DT.12.GFM T. Christy Enterprises, Inc. 12" x 1000' GREEN Storm Drain TA.DT.12.GSTDR 12" x 1000' GREEN Sewer Line TA.DT.12.GS 655 E. Ball Rd. • Anaheim, CA USA 92805 12" x 1000' PURPLE Recycled/Reclaimed Water TA.DT.12.PRW Tel: (714) 507-3300 • Fax: (714) 507-3310 * Custom options available. Call for details. www.TChristy.com • 800-BLU-GLUE AUGUST 2016 LIT-4031 Page 12 of 78 December 05 KlassikDrain - K100S, KS100S E K100S - Galvanized steel edge rail KS100S - Stainless steel edge rail One meter channel Half meter channel 39.37" (1 meter) 5.10" (130mm) 19.69" (500mm) 4.00" (100mm) 5.47†(139mm) 5.47" (139mm) to 7.83" (199mm) 12.55" (319mm) 10.19" (259mm) 12.55" (319mm) 3.54" (90mm) 1.37" (35mm) A B In-line catch basin End Caps - Closing/inlet/outlet cap 19.69" (500mm) 5.10" (130mm) 0.125" (3mm) 4.00" (100mm) Bell end to fit 4" Sch. 40 pipe C 12.55" (319mm) 15.55" (395mm) E G 18.70" (475mm) 1.85" (47mm) 24.00" (610mm) 25.00" (635mm) F H Oval inlet cap Total capacity = 6.5 gallons 0.79" (20mm) Outlet flow rates K204-6 10.19†(259mm) Plain end to fit 6" Sch. 40 pipe Outlet Product Outlet size Invert GPM CFS K304-6 D (Sch. 40) Depth 12.55†(319mm) A K01/KS01 channel 4†round 4.60 117 0.26 A K030/KS030 channel 4†round 11.69 185 0.41 5.50" (140mm) B K01/KS01 channel 6†oval 4.60 183 0.40 B K030/KS030 channel 6†oval 11.69 288 0.64 Oval outlet cap C K01/KS01 channel 4†round 4.60 119 0.27 C K030/KS030 channel 4†round 11.69 168 0.39 0.79" (20mm) D K020/KS020 channel 6†oval 9.33 220 0.50 D K030/KS030 channel 6†oval 11.69 255 0.59 E K900*/KS900* catch basin 4†round 15.60 200 0.45 K208-6 F K900*/KS900* catch basin 6†round 24.00 561 1.25 10.19†(259mm) Plain end to fit G K900*/KS900* catch basin 4†round 18.70 222 0.49 6" Sch. 40 pipe K308-6 D H K900*/KS900* catch basin 4†round 24.00 225 0.59 S pecification I nfor mation 12.55†(319mm) *Catch basin flow rates are without trash bucket - using trash bucket reduces flow. 5.50" (140mm) Page 13 of 78 K100S/KS100S trench drain system E K100S - Galvanized steel edge rail KS100S - Stainless steel edge rail Specifications Description Part No. Invert Depth Weight General K100S KS100S inches mm Lbs. The surface drainage system shall be ACO Drain K100S/KS100S* complete K01 Neutral channel - 39.37" (1m) 04040 06740 4.60 117 27.6 with gratings secured with ‘QuickLok’ K0003 Neutral channel - 19.69" (0.5m) 04035 06790 4.60 117 16.5 K1 Sloped channel - 39.37" (1m) 04041 06751 4.60 - 4.84 117 - 123 28.4 locking as manufactured by ACO K2 Sloped channel - 39.37" (1m) 04042 06752 4.84 - 5.07 123 - 129 29.3 Polymer Products, Inc. or equal K3 Sloped channel - 39.37" (1m) 04043 06753 5.07 - 5.31 129 - 135 30.1 approved. K4 Sloped channel - 39.37" (1m) 04044 06754 5.31 - 5.55 135 - 141 30.9 K5 Sloped channel - 39.37" (1m) 04045 06755 5.55 - 5.78 141 - 147 31.8 Materials K6 Sloped channel - 39.37" (1m) 04046 06756 5.78 - 6.02 147 - 153 32.6 The trench system bodies shall be K7 Sloped channel - 39.37" (1m) 04047 06757 6.02 - 6.25 153 - 159 33.5 manufactured from polyester polymer K8 Sloped channel - 39.37" (1m) 04048 06758 6.25 - 6.49 159 - 165 34.3 K9 Sloped channel - 39.37" (1m) 04049 06759 6.49 - 6.73 165 - 171 35.1 concrete with minimum properties as K10 Sloped channel - 39.37" (1m) 04050 06760 6.73 - 6.96 171 - 177 35.7 follows: K010 Neutral channel - 39.37" (1m) 99272 99362 6.96 177 36.8 K0103 Neutral channel - 19.69" (0.5m) 99281 99374 6.96 177 20.5 Compressive strength: 14,000 psi K11 Sloped channel - 39.37" (1m) 04051 06761 6.96 - 7.20 177 - 183 37.6 Flexural strength: 4,000 psi K12 Sloped channel - 39.37" (1m) 04052 06762 7.20 - 7.44 183 - 189 38.5 Water absorption 0.07% K13 Sloped channel - 39.37" (1m) 04053 06763 7.44 - 7.68 189 - 195 39.3 Frost proof K14 Sloped channel - 39.37" (1m) 04054 06764 7.68 - 7.92 195 - 201 40.1 K15 Sloped channel - 39.37" (1m) 04055 06765 7.92 - 8.14 201 - 207 41.0 Salt proof K16 Sloped channel - 39.37" (1m) 04056 06766 8.14 - 8.38 207 - 213 41.8 Dilute acid and alkali resistant K17 Sloped channel - 39.37" (1m) 04057 06767 8.38 - 8.62 213 - 219 42.7 K18 Sloped channel - 39.37" (1m) 04058 06768 8.62 - 8.86 219 - 225 43.5 The nominal clear opening shall be K19 Sloped channel - 39.37" (1m) 04059 06769 8.86 - 9.09 225 - 231 44.3 4.00†(100mm) with overall width of K20 Sloped channel - 39.37" (1m) 04060 06770 9.09 - 9.33 231 - 232 45.2 5.10†(130mm). Pre-cast units shall be K020 Neutral channel - 39.37" (1m) 99295 99388 9.33 237 46.0 manufactured with either an invert slope K0203 Neutral channel - 19.69" (0.5m) 99304 99399 9.33 237 24.5 K21 Sloped channel - 39.37" (1m) 04061 06771 9.33 - 9.56 237 - 243 46.8 of 0.6% or with neutral invert and have K22 Sloped channel - 39.37" (1m) 04062 06772 9.56 - 9.80 243 - 249 47.7 a wall thickness of at least 0.50†K23 Sloped channel - 39.37" (1m) 04063 06773 9.80 - 10.04 249 - 255 48.5 (13mm). Each unit will feature a full K24 Sloped channel - 39.37" (1m) 04064 06774 10.04 - 10-27 255 - 261 49.3 radius in the trench bottom and a male K25 Sloped channel - 39.37" (1m) 04065 06775 10.27 - 10.51 261 - 267 50.2 to female interconnecting end profile. K26 Sloped channel - 39.37" (1m) 04066 06776 10.51 - 10.74 267 - 273 51.0 Units shall have horizontal cast in K27 Sloped channel - 39.37" (1m) 04067 06777 10.74 - 10.98 273 - 279 51.9 anchoring features on the outside wall K28 Sloped channel - 39.37" (1m) 04068 06778 10.98 - 11.22 279 - 285 52.7 K29 Sloped channel - 39.37" (1m) 04069 06779 11.22 - 11.45 285 - 291 53.5 to ensure maximum mechanical bond K30 Sloped channel - 39.37" (1m) 04070 06780 11.45 - 11.69 291 - 297 54.4 to the surrounding bedding material and K030 Neutral channel - 39.37" (1m) 99317 99404 11.69 297 55.8 pavement surface. The galvanized/ K0303 Neutral channel - 19.69" (0.5m) 99328 99415 11.69 297 29.0 stainless* steel edge rail will be integrally cast in by the manufacturer to In-line Catch Basin ensure maximum homogeneity between polymer concrete body and edge rail. K900 in-line catch basin - 19.69†(0.5m) 96504 96495 24.00 610 71.2 900 QuickLok bar (removable) 98717 98717 - - 0.1 Each edge rail shall be at least 1/8†Series 900 plastic trash bucket 01498 01498 - - 1.1 (3mm) thick. Foul air trap 90854 90854 - - 1.2 Grates Accessories Grates should be specified. See seperate ACO Spec Info grate sheets Universal plastic closing/4†inlet/outlet cap 96825 96825 - - 0.4 for details. After removal of grates and K204-6 6†Sch. 40 inlet cap 97153 97162 9.33 237 2.5 K208-6 6†Sch. 40 outlet cap 97212 97229 9.33 237 3.9 ‘QuickLok’ bar there shall be K304-6 6†Sch. 40 inlet cap 97126 97139 11.69 297 3.3 uninterrupted access to the trench to K308-6 6†Sch. 40 outlet cap 97188 97197 11.69 297 4.9 aid maintenance. Type 824 6†Sch. 40 flumed PVC outlet 95140 95140 - - 1.1 QuickLok locking bar 02899 02899 - - 0.1 Installation QuickLok/PowerLok Grate Removal Tool 01318 01318 - - 0.3 The trench drain system shall be installed in accordance with the Notes: 1. Preformed 4†dia. & 6†flumed drill out outlet underside of every channel manufacturer’s installation instructions S pecification I nfor mation 2. Closing cap can be cut down for shallower channels and recommendations. 3. Add 0.87†(22mm) for overal depth of channels *delete as appropriate 4. Add 1†(25mm) for overall depth of catch basin 5. KS100S channels and catch basins have Grade 304 stainless steel rails ACO Polymer Products, Inc. INFO 12080 Ravenna Road PO Box 245 SPEC Chardon, OH 44024 Tel: (440) 285-7000 Fax: (440) 285-7005 © December 2005 ACO Polymer Products, Inc. Toll Free: (800) 543-4764 All reasonable care has been taken in compiling this document. All recommendations on E-mail: info@acousa.com the use of ACO products are made without guarantee since the conditions of use are www.acousa.com beyond the control of the company. ACO reserves the right to change the product and specifications without notice. Re-order #DL007 Page 14 of 78 Twist-Tite Mechanical Plugs The Twist Mechanical Test Plug is designed for use in standard sized DWV piping for the purpose of blocking or testing of the system. An over-sized wing nut with a wrench pad makes installation easy. Manufactured of high impact ABS, with a steel plated screw, and a zinc nut, this product is rust and corrosion resistant. The sealing gasket is neoprene. End of Pipe Inside Pipe Maximum Back Pipe Use Range End of Pipe Pressure Minimum Maximum Nominal Bypass Water Shipping Product Pipe Pipe Air Units/ Size Size Head Model # Weight Code Diameter Diameter (psig) Case (inches) (inches) (feet) (pounds) (inches) (inches) 1 1/2 83591 1.48 1.65 None 40 5 MWN 1 10 2 2 83592 1.90 2.17 None 40 5 MWN 2 10 2 3 83593 2.80 3.10 None 40 5 MWN 3 10 4 4 83594 3.78 4.06 None 40 5 MWN 4 10 6 6 83596 5.77 6.08 None 30 5 MWN 6 5 8 8 83598 7.76 8.03 None 30 5 MWN 8 5 12 Inside Pipe 4 83595 3.78 4.06 None 40 5 MWN 9 10 6 6 83597 5.77 6.08 None 30 5 MWN 10 5 8 8 83599 7.76 8.03 None 30 5 MWN 11 5 12 IPS CORPORATION Specifications subject to change without notice. Page 15 of 78 NOTES: OLYMPIC FOUNDRY INC. 8" X 4" LOCKING CLEAN-OUT RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. M1007 D/T APPROX WT: Ring - 42 Lbs, Cover 14 - Lbs REV: A DATE: 7/9/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 7/9/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 7/9/2003 DWG #: M1007 DT SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG Page 16 of 78 MCWANE DUCTILE IRON PIPE Boltless restrained joint systems • Multiple design options available from 3â€â€“36†• Fast and easy installation • 350 psi pressure rating • Independently tested mcwaneductile.com Page 17 of 78 SURE STOP® GASKET FOR TYTON® JOINT JOINT DEFLECTION CHART Size In. Rating psi Deflection Degrees 3 350 5 4 350 5 6 350 5 8 350 5 10 350 5 PUSH-ON JOINT PIPE 12 350 5 Maximum Allowable Joint Deflection 14 350 4 Pipe Y-Maximum X Deflection Approximate Radius in ft. of 16 350 4 Size Joint Deflection in Inches Curve Produced by Succession 18 350 4 In. in Degrees 18 ft. Length of Joints 18 ft. Length 20 350 2.5 3 5° 19 205 24 350 2.5 4 5° 19 205 SURE STOP 350® GASKETS are SURE STOP 350® GASKETS 6 5° 19 205 available in sizes 3 in. – 24 in., and are NSF 61 approved, UL listed, 8 5° 19 205 with a rating of 350 psi they will and FM approved. 10 5° 19 205 meet or exceed the capabilities of 12 5° 19 205 ductile iron pipe, valves, and fittings. FM Rating: 4 in. – 6 in. = 250 psi 18 in. –24 in. = 200 psi 14 5° 19 205 16 5° 19 205 APPLICATION NOTES 18 5° 19 205 1. For ductile iron applications utilizing TYTON® pipe, vales, and fittings made to 20 5° 19 205 AWWA specifications. 24 5° 19 205 2. In cold weather assembly maintain the temperature of the gasket above 40° F. 30 5° 19 205 3. The socket of the joint should be clean and free of debris or significant corrosion. 36 4° 15 260 4. Gasket should be properly seated in the bell socket. 5. Keep the pipe and joint in alignment during assembly. If installed out of alignment, MAXIMUM DEFLECTION FOR FULL LENGTH PIPE the gasket can be pushed out of position, creating the potential for leaks or failure. 6. If deflection is wanted in the joint, deflect before fully inserting the joint. 7. Some extension of the joint will occur when pressurized. To avoid this, the joint should be pulled out after assembly to “set†the stainless steel teeth in the inserted pipe. 8. Once assembled, the joint can be disassembled using steel shims. MECHANICAL JOINT PIPE Maximum Allowable Joint Deflection 9. When cut pipe is used, the following steps are required: Approximate Radius in a. Ensure that the spigot end is properly beveled Pipe Y-Maximum X Deflection ft. of Curve Produced by b. Mark the joint depth on the spigot so it is clear when the joint is fully inserted. Size Joint Deflection in Inches Succession of Joints In. in Degrees 18 ft. Length c. Ensure that the pipe meets the required dimensional tolerances. 18 ft. Length 10. Do not reuse SURE STOP 350® GASKETS, as they may have been damaged during 6 7°–7’ 27 145 any previous installation or during removal. 8 5°–21’ 20 195 11. Do not use SURE STOP 350® GASKETS to conduct electricity through the pipe 10 5°–21’ 20 195 joint, as they could be damaged and fail. 12 5°–21’ 20 195 ® 14 3°–35’ 13.5 285 12. Do not use SURE STOP 350 GASKETS in above ground applications. 16 3°–35’ 13.5 285 13. Do not use SURE STOP 350® GASKETS with thick coating on the pipe exterior. 18 3°–0’ 11 340 14. If SURE STOP 350® GASKETS are used in straight casings, you must pull the pipe 20 3°–0’ 11 340 through the casing. Do not push the pipe. 24 2°–23’ 9 450 TABLE 1: SUITABLE PIPE DIAMETERS FOR FIELD CUTS AND RESTRAINED JOINT FIELD CUT PIPE FIELD FABRICATION When pipe is cut in the field, the cut end may be readily conditioned so that it can be used to Pipe Size Min. Pipe Max. Pipe Min. Pipe Max. Pipe In. Diameter In. Diameter In. Circumference In. Circumference In. make up the next joint. The outside of the cut end should be beveled about 1/4 –inch at an 3 3.9 4.02 12-1/4 12-5/8 angle of about 30 degrees (Figure 1). This can be 4 4.74 4.86 14-29/32 15-9/32 quite easily done with a coarse file or a portable 6 6.84 6.96 21-1/2 21-7/8 8 8.99 9.11 28-1/4 28-5/8 grinder. The operation removes any sharp, rough Figure 1 10 11.04 11.16 34-11/16 35-1/16 edges which otherwise might damage the gasket. 12 13.14 13.26 41-9/32 41-21/32 14 15.22 15.35 47-13/16 48-7/32 When ductile iron pipe 14 in. and larger is to be cut in the field, the material should 16 17.32 17.45 54-13/32 54-13/16 be ordered as “GAUGED FULL LENGTHâ€. Pipe that is “gauged full length†is specially 18 19.42 19.55 61 61-13/32 marked to avoid confusion. The ANSI/AWWA standard for ductile iron pipe requires 20 21.52 21.65 67-19/32 68 factory gauging of the spigot end. Accordingly, pipe selected for field cutting should 24 25.72 25.85 80-13/16 81-7/32 also be field gauged in the location of the cut and found to be within the tolerances 30 31.94 32.08 100-11/32 100-25/32 shown in Table 1. In the field, a mechanical joint gland can be used as a gauging device. 36 38.24 38.38 120-1/8 120-9/16 Above Table Based on ANSI/AWWA C151/A21.51 Guidelines for Push-On Joints. THE BACKHOE METHOD OF ASSEMBLY A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the mcwaneductile.com previously assembled pipe. The bucket of the backhoe may then be used to push the pipe until fully seated. A timber header should be used between the pipe and backhoe bucket to avoid damage to the pipe. Page 18 of 78 TYTON® JOINT PIPE MECHANICAL JOINT PIPE Tyton® Joint Pipe Outside Pipe Size *Dimensions In. Thickness In. Diameter In. From To In. A B Pipe Gland** Outside 3 .25 .40 3.96 5.80 3.00 Pipe Thickness *Dimensions In. Bolts Bell Bolts Diameter 4 .25 .41 4.80 7.10 3.15 Size In. Weight Gasket 6 .25 .43 6.90 8.63 3.38 In. Lb. Weight Size Length 8 .25 .45 9.05 10.94 3.69 From To In. B J K1 K2 No. Lb. In. In. 10 .26 .47 11.10 13.32 3.75 3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 5/8 3 11 7 12 .28 .49 13.20 15.06 3.75 14 .28 .51 15.30 17.80 5.00 4 .26 .41 4.80 2.50 7.50 9.06 9.12 4 3/4 3-1/2 16 10 16 .30 .52 17.40 19.98 5.00 6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 3/4 3-1/2 18 16 18 .31 .53 19.50 22.00 5.00 8 .27 .45 9.05 2.50 11.75 13.31 13.37 6 3/4 4 24 25 20 .33 .54 21.60 24.12 5.25 10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 3/4 4 31 30 24 .33 .56 25.80 28.43 5.50 30 .34 .63 32.00 35.40 6.55 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 40 36 .38 .73 38.30 41.84 7.00 14 .33 .51 15.30 3.50 18.75 20.25 20.25 10 3/4 4-1/2 61 45 *Nominal laying length is 18 ft. 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 74 55 18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4-1/2 85 65 20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 85 24 .38 .56 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 105 * Nominal laying length is 18 ft. ** Weight shown for regular grey cast iron follower gland, corton bolts and rubber gasket. STANDARD DIMENSIONS AND WEIGHTS OF BALL AND SOCKET JOINT PIPE 3†THROUGH 36†PUSH-ON JOINT DUCTILE IRON PIPE Pipe Pressure Nominal Wt. of Tyton® Joint Size Class Thickness OD* Barrel Wt. Per Avg. Wt. In. Per Ft. Wt. of Lgth.†Per Ft.‡ In. psi In. Bell Lb. †Lb. Lb. Lb. 15° Max. T 3 350 0.25 3.96 8.90 7.00 185 9.20 4 350 0.25 4.80 10.90 9.00 225 11.30 A 6 350 0.25 6.90 16.00 11.00 300 16.60 B 8 350 0.25 9.05 21.10 17.00 395 22.00 10 350 0.26 11.10 27.10 24.00 510 28.40 Thickness A B Full Length Weight - Lb.** Safe 12 350 0.28 13.20 34.80 29.00 655 36.40 Pipe End 250 0.28 15.30 40.40 45.00 770 42.90 Size Under Water Class Pipe Retainer As Pull 14 300 0.30 15.30 43.30 45.00 825 45.80 In. T (A21.51) O.D. O.D. Shipped Full of Full of Lb. 350 0.31 15.30 44.70 45.00 850 47.20 Air Water 250 0.30 17.40 49.30 54.00 940 52.30 6 55 .40 6.90 13.88 545 240 465 50,000 16 300 0.32 17.40 52.50 54.00 1000 55.50 8 55 .42 9.05 16.63 770 240 655 70,000 350 0.34 17.40 55.80 54.00 1060 58.80 10 55 .44 11.10 19.13 1005 220 860 95,000 250 0.31 19.50 57.20 59.00 1090 60.50 12 55 .46 13.20 22.00 1270 155 1080 120,000 18 300 0.34 19.50 62.60 59.00 1185 65.90 14 56 .51 15.30 24.50 1655 160 1410 145,000 350 0.36 19.50 66.20 59.00 1250 69.50 16 56 .52 17.40 27.00 1990 45 1685 165,000 250 0.33 21.60 67.50 74.00 1290 71.60 56 .53 2375 -70 2015 20 300 0.36 21.60 73.50 74.00 1395 77.60 18 19.50 30.00 195,000 58* .59 2560 110 2170 350 0.38 21.60 77.50 74.00 1470 81.60 56 .54 2810 -200 2375 200 0.33 25.80 80.80 95.00 1550 86.10 20 21.60 32.75 210,000 59* .63 3110 100 2635 250 0.37 25.80 90.50 95.00 1725 95.80 24 56 .56 3700 -620 3110 300 0.40 25.80 97.70 95.00 1855 103.00 24 25.80 38.25 260,000 62* .74 4415 95 3715 350 0.43 25.80 104.90 95.00 1985 110.20 58 .71 5855 -900 4920 150 0.34 32.00 103.50 139.00 2000 111.20 30 32.00 46.25 335,000 61* .83 6435 -180 5360 200 0.38 32.00 115.50 139.00 2220 123.20 57 .78 8145 -1300 6880 30** 250 0.42 32.00 127.50 139.00 2435 135.20 36 38.30 54.25 400,000 59* .88 8725 -725 7330 300 0.45 32.00 136.50 139.00 2595 144.20 350 0.49 32.00 148.40 139.00 2810 156.10 * Thickness required to overcome buoyancy. 150 0.38 38.30 138.50 184.00 2675 148.70 ** Weights listed are for 18’– 0†laying lengths. Nominal full lengths vary by size. 200 0.42 38.30 152.90 184.00 2935 163.10 Pipe, Bell, Ball and Retainer are ductile iron. 36** 250 0.47 38.30 170.90 184.00 3260 181.10 Dimensions and weights are subject to manufacturing tolerances. 6 in. – 24 in. pressure rating: 350 psi 300 0.51 38.30 185.30 184.00 3520 195.50 30 in. – 36 in. pressure rating: 250 psi 350 0.56 38.30 203.20 184.00 3840 213.40 †Including bell; calculated weight of pipe rounded off to the nearest 5 lb. ‡ Including bell; average weight per foot, based on calculated weight of pipe before rounding. * Tolerances of OD of spigot end: 3 –12 in. = +0.06 in. & -0.06 in. ; 14–24 in. = +0.05 in. & -0.08 in. ; 30 – 36 in. = +0.08 in. & -0.06 in. ** Fastite® Joint Page 19 of 78 TR FLEX® RESTRAINED JOINT PIPE THRUST-LOCKâ„¢ BOLTLESS RESTRAINED JOINT PIPE C B A C B A 4â€â€“24†Thrust-Lockâ„¢ Boltless Restrained Joint *Pressure Deflection A B C Pipe Size In. Rating Inches Spigot psi Degrees Pipe O.D. Bell O.D. in 18ft Socket C 6 350 4 15 6.90 10.187 5.01 BA 30â€â€“36†8 350 4 15 9.05 13.187 5.57 10 350 4 15 11.10 15.187 5.88 C 12 350 4 15 13.20 17.250 6.13 BA A B C # of 14 350 4 15 15.30 20.625 7.63 *Pressure # of D.I. Max Pipe Rating Locking Rubber Deflection Pullout 16 350 4 15 17.40 22.375 7.88 Size In. PIPE Segments psi In. In. In. Segments Degrees 18 350 4 15 19.50 25.125 8.13 Retainers 20 350 4 15 21.60 27.250 8.38 4 350 4.80 7.25 4.84 2 1 5 0.03 24 350 4 15 25.80 31.562 8.63 6 350 6.90 9.52 5.27 2 1 5 0.04 30 250 2 7 32.00 39.06 10.53 8 350 9.05 11.93 5.82 2 1 5 0.04 *The THRUST-LOCKâ„¢ Restrained Joint has a working pressure rating equivalent to the working 10 350 11.10 14.37 6.03 2 1 5 0.05 pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 6 in. 12 350 13.20 16.68 6.30 4 2 5 0.06 through 24 in. and 250 psi for 30 in. 14 350 15.30 19.16 7.75 4 2 3-1/4 0.05 NOTE: These deflections are based on joints with nominal dimensions. 16 350 17.40 21.46 7.95 4 2 3-1/4 0.05 18 350 19.50 23.76 8.19 4 2 3 0.05 RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER 20 350 21.60 26.04 8.40 4 2 2-1/2 0.05 Laying Conditions 24 350 25.80 30.61 8.86 8 4 2-1/4 0.05 Pipe *Pressure Nominal 30 250 32.00 36.88 10.28 8 4 1-3/4 0.05 Size Rating Thickness Type 1 Type 2 Type 3 Type 4 Type 5 36 250 38.30 43.85 10.87 8 4 1-1/2 0.05 In. psi In. Trench Trench Trench Trench Trench *The TR FLEX® Restrained Joint has a working pressure rating equivalent to the working Maximum depth of cover ‡–ft pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 4 in. 3 350 0.25 78 88 99 100§ 100§ through 24 in. and 250 psi for 30 in. through 36 in. 4 350 0.25 53 61 69 85 100§ NOTE: These deflections are based on joints with nominal dimensions. 6 350 0.25 26 31 37 47 65 8 350 0.25 16 20 25 34 50 SUPER-LOCK® RESTRAINED JOINT PIPE 10 350 0.26 11** 15 19 28 45 12 350 0.28 10** 15 19 28 44 250 0.28 ††11** 15 23 36 TYTON® JOINT PIPE 14 300 0.30 ††13 17 26 42 Sizes 6â€â€“24†350 0.31 ††14 19 27 44 FASTITE® JOINT PIPE 250 0.30 ††11** 15 24 34 30†Size 16 300 0.32 ††13 17 26 39 350 0.34 ††15 20 28 44 250 0.31 ††10** 14 22 31 18 300 0.34 ††13 17 26 36 350 0.36 ††15 19 28 41 B 250 0.33 ††10 14 22 30 A 6â€â€“30†20 300 0.36 ††13 17 26 35 350 0.38 ††15 19 28 38 200 0.33 ††8** 12 17 25 Deflection A B 250 0.37 ††11 15 20 29 *Pressure 24 Pipe Rating 300 0.40 ††13 17 24 32 Size In. Inches Pipe Retainer psi Degrees 350 0.43 ††15 19 28 37 in 18ft O.D. O.D. 150 0.34 ††-- 9 14 22 6 350 4 15 6.90 11.75 200 0.38 ††8** 12 16 24 8 350 4 15 9.05 14.38 30 250 0.42 ††11 15 19 27 10 350 4 15 11.10 16.75 300 0.45 ††12 16 21 29 12 350 4 15 13.20 19.13 350 0.49 ††15 19 25 33 14 350 3 11 15.30 21.75 150 0.38 ††-- 9 14 21 16 350 3 11 17.40 24.00 200 0.42 ††8** 12 15 23 18 350 3 11 19.50 26.38 36 250 0.47 ††10 14 18 25 20 350 3 11 21.60 28.63 300 0.51 ††12 16 20 28 24 350 3 11 25.80 33.75 350 0.56 ††15 19 24 32 30 250 3 11 32.00 40.13 ‡ An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover. * In the 14 in. and larger sizes, pressure rating is limited to the rating of the pipe barrel § Calculated maximum depth of cover exceeds 100 ft. (30.5 m). ** Minimum allowable depth of cover is 3 ft. (0.9 m). thickness selected. ††For pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying Dimensions subject to manufacturing tolerances. Page 20 of 78 conditions other than Type 1. TYTON® AND FASTITE® PUSH-ON JOINTS TR FLEX® RESTRAINED JOINT ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS Step 1. Thoroughly clean out the bell with special attention to the gasket Step 1. (4â€â€“ 10â€) Lay pipe such that one of the bell slots is accessible. recess. Remove any foreign material or excess paint. Clean the spigot (12â€â€“ 20â€) Lay pipe such that both of the bell slots are accessible, in the horizontal or beveled plain end and remove any sharp edges with a standard file. position if possible. (24â€â€“ 36â€) Lay pipe such that all four of the bell slots are accessible, in the diagonal Step 2. After making sure that the correct gasket is being used, insert it into position if possible. the recess in the bell with the small end of the gasket facing the bell face. Step 2. Clean the bell socket and insert gasket. Step 3. Apply lubricant to the inside surface of the gasket, making sure that Step 3. Clean the spigot end to the assembly stripes. the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end. Step 4. Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead. Step 4. Guide the plain end into the bell and, while maintaining straight Step 5. Make a normal push-on joint assembly, completely homing the pipe until the first alignment, push the plain end into the bell socket. Once the joint assembly strip is in the bell socket. Keeping the joint in straight alignment during the is assembled, necessary deflection can be accomplished. When assembly process. assembly is complete, the bell face should be aligned between the Step 6. (4â€â€“ 10â€) Insert the right-hand locking segment into a bell slot and slide the segment two white depth rings, for Tyton® Joints. Fastite® Joints have only 1 clockwise around the pipe. assembly stripe. (12â€â€“ 36â€) Insert lower locking segment into a bell slot and slide the segment around the MECHANICAL JOINT pipe. ASSEMBLY INSTRUCTIONS Step 7. (4â€â€“ 10â€) Insert left-hand locking segment into the bell slot and slide the segment counter- Step 1. Clean the bell socket and spigot or plain end. Lubricate both the clockwise around the pipe. gasket and plain end by brushing an approved pipe lubricant. (12â€â€“ 36â€) Insert upper locking segment into the same bell slot and rotate around the pipe. Step 2. Place the gland on the plain end with the lip extension toward the Step 8. (4â€â€“ 10â€) Hold the segments apart and wedge the rubber retainer into the slot between plain end. Place the gasket on the plain end with the narrow edge the two locking segments. facing the plain end. (12â€â€“ 36â€) Hold the upper segment in place and wedge the rubber retainer into the slot Step 3. Insert the plain end into the bell and press the gasket into the bell between the two locking segments. recess. Push the gland toward the socket and center it around the Step 9. (4â€â€“ 10â€) None. pipe with the gland lip against the gasket. (12â€â€“ 20â€) Repeat steps 6–8 for other slot. Make sure that all 4 locking segments and 2 Step 4. Insert and tighten the bolts. It is important to maintain the same rubber retainers are securely in place. distance between the gland and the bell face at all times. This is best (24â€â€“ 36â€) Repeat steps 6–8 for other slot. Make sure that all 8 locking segments and 4 done by alternating side to side and top to bottom, while tightening the rubber retainers are securely in place. bolts. Step 10. Extend the joint to remove the slack in the locking segment cavity. Joint extension is Note: Achieving the recommended bolt torque, particularly with large necessary to attain the marked laying length on the pipe and to minimize growth or diameter pipe, may require repeating the process up to 5 times or extension of the line as it is pressurized. more. Recommended bolt torque ranges are as follows: Step 11. Set the joint deflection as required. Pipe Bolt Nut Across Wrench Torque Range THRUST-LOCKâ„¢ RESTRAINED JOINT Size In. Diameter In. Flats In. Length In. Foot Lbs. ASSEMBLY INSTRUCTIONS 3 5/8 1-1/16 8 45 to 60 Step 1. Ring Installation. Put lock ring on the spigot end of the pipe. Pry the lock ring over the 4–24 3/4 1-1/14 10 75 to 90 weldment. Use the hammer to tap the cover. Lock ring installation is complete. Step 2. Clean the Bell and Spigot. Thoroughly clean out the bell with special attention to the NOMINAL THICKNESS FOR STANDARD gasket recess. Remove any foreign material or excess paint. Clean the spigot end and PRESSURE CLASSES OF DUCTILE IRON PIPE remove any sharp edges. Pressure Class* Step 3. Insert the gasket into the recess in the bell with the small end of the gasket facing the bell Outside face. Size Diameter 150 200 250 300 350 In. In. Normal Thickness — in. Step 4. Lubricate the Bell and Spigot. Apply lubricant to the inside surface of the gasket. Apply a generous coating of lubricant to the spigot end. 3 3.96 — — — — 0.25** 4 4.80 — — — — 0.25** Step 5. Insert Pipe. Guide the spigot end into the bell and, while maintaining straight alignment, 6 6.90 — — — — 0.25** push the pipe into the bell socket. 8 9.05 — — — — 0.25** Step 6. Insert Lock Ring. Push lock ring into the bell. 10 11.10 — — — — 0.26 12 13.20 — — — — 0.28 Step 7. Rotate the lock ring until the lugs align. Use a hammer to tap the ring if required. Install the 14 15.30 — — 0.28 0.30 0.31 anti-rotation wedges at 3 and 9 o’clock if the pipe is being used inside of a casing. Deflect 16 17.40 — — 0.30 0.32 0.34 the joint if desired. 18 19.5 — — 0.31 0.34 0.36 20 21.60 — — 0.33 0.36 0.38 SUPER-LOCK® 24 25.80 — 0.33 0.37 0.40 0.43 ASSEMBLY INSTRUCTIONS 30 32.00 0.34 0.38 0.42 0.45 0.49 Step 1. Remove hook bolts securing retainer to plain end. Clean plain end of pipe. Clean out any 36 38.30 0.38 0.42 0.47 0.51 0.56 dirt behind retainer lugs. Lubricant should be applied to the beveled nose. * Pressure Classes are defined as NOTE: Per ANSI/AWWA C150/A21.50 Step 2. Assemble the joint in accordance with Clow Assembly Instructions (See Table A on page the rated water pressure of the the thicknesses above include the 13). Make certain that the bell is clean prior to gasket insertion. Be sure that the correct pipe in psi. The thicknesses shown 0.08 in. service allowance and the gasket is used. are adequate for the rated water casting tolerance listed below by size working pressure plus a surge ranges: Step 3. Guide plain end into Super-Lock® bell and provide reasonably straight alignment. “Make†allowance of 100 psi. Calculations joint by pushing the plain end into the bell. A jack or come-a-long may also be used to pull are based on a minimum yield the plain end into the bell. Position retainer so that the recesses line up with the lugs on strength of 42,000 and a 2.0 CASTING the bell. Slide retainer over bell and rotate until the lugs on the bell and the retainer line safety factor times the sum of the SIZE TOLERANCES up. working pressure and 100 psi surge (Inches) (Inches) allowance. 3–8 -0.05 Step 4. At drilled hole on retainer O.D., insert retainer lock in recess formed by lugs on bell and **Calculated thicknesses for these 10–12 -0.06 retainer. Insert roll pin in drilled hole and drive flush with retainer O.D. sizes and pressure ratings are 14–36 -0.07 Step 5. Take any necessary deflection after joint is completely assembled. less than those shown above. Presently, these are the lowest Caution: do not over deflect the joint beyond the maximum deflection column specified nominal thicknesses available in on page 2 or subject the joint to bending stress to obtain additional deflection. these sizes. Page 21 of 78 DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON DUCTILE IRON PIPE LAYING CONDITIONS Pipe Nominal Wt. of Tyton® Joint Thickness OD* Size Class Thickness In. Barrel Wt. of Wt. Per Avg. Wt. In. In. Per Ft. †Lb. Bell Lb. Lgth.†Lb. Per Ft.‡ Lb. 3 52 0.28 3.96 9.9 7 185 10.3 3 54 0.34 3.96 11.8 7 220 12.2 3 56 0.40 3.96 13.7 7 255 14.1 4 51 0.26 4.80 11.3 9 210 11.8 4 52 0.29 4.80 12.6 9 235 13.1 4 53 0.32 4.80 13.8 9 255 14.3 4 54 0.35 4.80 15 9 280 15.5 Type 1* Type 2 Type 3 4 56 0.41 4.80 17.3 9 320 17.8 Flat-bottom trench.†Loose backfill. Flat-bottom trench.†Backfill lightly Pipe bedded in 4 in. (100 mm) consolidated to centerline of pipe. minimum of loose soil.++ Backfill 6 50 0.25 6.90 16 11 300 16.6 lightly consolidated to top of pipe. 6 51 0.28 6.90 17.8 11 330 18.4 6 52 0.31 6.90 19.6 11 365 20.2 6 53 0.34 6.90 21.4 11 395 22.0 * For 14 in. (355-mm) and 6 54 0.37 6.90 23.2 11 430 23.8 larger pipe, consideration 6 55 0.40 6.90 25 11 460 25.6 should be given to the use 6 56 0.43 6.90 26.7 11 490 27.3 of laying conditions other 8 50 0.27 9.05 22.8 17 425 23.7 than Type 1. 8 51 0.30 9.05 25.2 17 470 26.1 8 52 0.33 9.05 27.7 17 515 28.6 †â€Flat-bottom†is defined as 8 53 0.36 9.05 30.1 17 560 31.0 undisturbed earth. 8 54 0.39 9.05 32.5 17 600 33.4 Type 4 Type 5 Pipe bedded in sand, gravel, or Pipe bedded in compacted ++ â€Loose soil†or “select 8 55 0.42 9.05 34.8 17 645 35.7 crushed stone to depth of 1/8 pipe granular material to centerline material†is defined as 8 56 0.45 9.05 37.2 17 685 38.1 diameter, 4 in. (100 mm) minimum. of pipe. Compacted granular native soil excavated from 10 50 0.29 11.10 30.1 24 565 31.4 Backfill compacted to top of or select material++ to top of the trench, free of rocks, 10 51 0.32 11.10 33.2 24 620 34.5 pipe. (Approximately 80 percent pipe. (Approximately 90 percent foreign materials, and 10 52 0.35 11.10 36.2 24 675 37.5 Standard Proctor, AASHTO T-99.) Standard Proctor, AASHTO T-99.) frozen earth. 10 53 0.38 11.10 39.2 24 730 40.5 10 54 0.41 11.10 42.1 24 780 43.4 Notes: 10 55 0.44 11.10 45.1 24 835 46.4 Consideration of the pipe-zone embedment 10 56 0.47 11.10 48 24 890 49.3 conditions included in this figure may be 12 50 0.31 13.20 38.4 29 720 40.0 American Association of State Highway and influenced by factors other than pipe strength. 12 51 0.34 13.20 42 29 785 43.6 For additional information on pipe bedding and Transportation Officials, 444 N. Capitol St. N.W., 12 52 0.37 13.20 45.6 29 850 47.2 backfill, see ANSI/AWWA C600. Suite 225, Washington, DC 20001. 12 53 0.40 13.20 49.2 29 915 50.8 12 54 0.43 13.20 52.8 29 980 54.4 12 55 0.46 13.20 56.3 29 1040 57.9 STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS 12 56 0.49 13.20 59.9 29 1105 61.5 14 50 0.33 15.30 47.5 45 900 50.0 THICKNESS DESIGN OF DUCTILE IRON PIPE ANSI/AWWA C150/A21.50 14 51 0.36 15.30 51.7 45 975 54.2 DUCTILE IRON PIPE FOR WATER AND OTHER LIQUIDS ANSI/AWWA C151/A21.51 14 52 0.39 15.30 55.9 45 1050 58.4 FEDERAL WWP421D, Grade C 14 53 0.42 15.30 60.1 45 1125 62.6 DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE ANSI/ASTM A746 14 54 0.45 15.30 64.2 45 1200 66.7 DUCTILE IRON FITTINGS FOR WATER AND OTHER LIQUIDS 14 55 0.48 15.30 68.4 45 1275 70.9 3 in. through 36 in. ANSI/AWWA C110/A21.10 14 56 0.51 15.30 72.5 45 1350 75.0 16 50 0.34 17.40 55.8 54 1060 58.8 DUCTILE IRON COMPACT FITTINGS 16 51 0.37 17.40 60.6 54 1145 63.6 3 in. through 24 in. ANSI/AWWA C153/A21.53 16 52 0.40 17.40 65.4 54 1230 68.4 FLANGED FITTINGS ANSI/AWWA C110/A21.10 16 53 0.43 17.40 70.1 54 1315 73.1 ANSI B16.1 16 54 0.46 17.40 74.9 54 1400 77.9 DUCTILE IRON PIPE WITH THREADED FLANGES ANSI/AWWA C115/21.15 16 55 0.49 17.40 79.7 54 1490 82.7 16 56 0.52 17.40 84.4 54 1575 87.4 COATINGS AND LININGS 18 50 0.35 19.50 64.4 59 1220 67.7 Asphaltic ANSI/AWWA C151/A21.51 18 51 0.38 19.50 69.8 59 1315 73.1 ANSI/AWWA C110/A21.10 18 52 0.41 19.50 75.2 59 1415 78.5 ANSI/AWWA C153/A21.53 18 53 0.44 19.50 80.6 59 1510 83.9 Cement Lining ANSI/AWWA C104/A21.4 18 54 0.47 19.50 86 59 1605 89.3 18 55 0.50 19.50 91.3 59 1700 94.6 Various Epoxy Linings and Coatings MANUFACTURER’S STANDARD 18 56 0.53 19.50 96.7 59 1800 100.0 Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5 20 50 0.36 21.60 73.5 74 1395 77.6 JOINTS – PIPE AND FITTINGS 20 51 0.39 21.60 79.5 74 1505 83.6 Push-On and Mechanical Rubber-Gasket Joints ANSI/AWWA C111/A21.11 20 52 0.42 21.60 85.5 74 1615 89.6 FEDERAL WWP421D 20 53 0.45 21.60 91.5 74 1720 95.6 Flanged ANSI/AWWA C115/A21.15 20 54 0.48 21.60 97.5 74 1830 101.6 ANSI B16.1 20 55 0.51 21.60 103.4 74 1935 107.5 20 56 0.54 21.60 109.3 74 2040 113.4 Grooved and Shouldered ANSI/AWWA C606 24 50 0.38 25.80 92.9 95 1765 98.2 PIPE THREADS ANSI B2.1 24 51 0.41 25.80 100.1 95 1895 105.4 INSTALLATION ANSI/AWWA C600 24 52 0.44 25.80 107.3 95 2025 112.6 24 53 0.47 25.80 114.4 95 2155 119.7 24 54 0.50 25.80 121.6 95 2385 126.9 24 55 0.53 25.80 128.8 95 2415 134.1 24 56 0.56 25.80 135.9 95 2540 141.2 30 50 0.39 32.00 118.5 139 2270 126.2 30 51 0.43 32.00 130.5 139 2490 138.2 30 52 0.47 32.00 142.5 139 2705 150.2 30 53 0.51 32.00 154.4 139 2920 162.1 30 54 0.55 32.00 166.3 139 3130 174.0 NEW JERSEY OHIO UTAH CANADA 30 55 0.59 32.00 178.2 139 3345 185.9 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 1757 Burlington St. E 30 56 0.63 32.00 190.0 139 3560 197.7 Phillipsburg, NJ 08865 Coshocton, OH 43812 Provo, UT 84603 Hamilton, ON L8N-3R5 36 50 0.43 38.30 156.5 184 3000 166.7 908-454-1161 740-622-6651 801-373-6910 905-547-3251 36 51 0.48 38.30 174.5 184 3325 184.7 mcwaneductile.com mcwaneductile.com mcwaneductile.com canadapipe.com 36 52 0.53 38.30 192.4 184 3645 202.6 36 53 0.58 38.30 210.3 184 3970 220.5 36 54 0.63 38.30 228.1 184 4290 238.3 36 55 0.68 38.30 245.9 184 4610 256.1 NSF 61 ISO 9001 DIPRA 36 56 0.73 38.30 263.7 184 4930 273.9 †Including bell; calculated weight of pipe rounded off to the nearest 5 lb. ‡Including bell; average weight per foot, based on calculated weight of pipe before rounding. *Tolerances of OD of spigot end; 3–12 in. ±0.06 in., 14–24 in. +0.05 in., -0.08 in., 30–36 in. +0.08 in., -0.06 in.Page 22 of 78 C110 DUCTILE IRON FLANGED FITTINGS C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2†- 64†MATERIAL: • Ductile Iron ASTM A536 Grade 60-42-10, 65-45-12 or 70-50-05. PRESSURE: • 250 PSI Water Working Pressure for Ductile Iron sizes 2†- 48â€. • 150 PSI Water Working Pressure for Ductile Iron sizes 54†- 64â€. TESTING: • In accordance with ANSI / AWWA C110 / A21.10 where applicable. • Other items are in accordance with manufacturer’s standards. • 54†and above Flanged Fittings are manufactured as per AWWA C153/A21.53. • All fittings are hydrostatically tested in accordance with SIGMA Quality Man- agement Standard. • All fittings are heat coded to ensure traceability and verification of metallurgi- cal properties in accordance with SIGMA Quality Management Standards. LAYING LENGTH: • In accordance with ANSI / AWWA C110 / A21.10 where applicable. • Other items are in accordance with manufacturer’s standards. • 54†and above Flanged Fittings are manufactured as per AWWA C153/A21.53. CEMENT LINING: • Double cement lined in accordance with ANSI/AWWA C104 / A21.4. COATING: • Interior of fitting is seal coated (asphalt material) in accordance with ANSI / AWWA C104/A21.4 and NSF61 approved. • Red Primer Outside. • For special conditions, other types of coatings and linings are available. • Please specify when ordering. GASKETS: • SBR in accordance with ANSI/AWWA C111/A21.11 & ANSI/AWWA C111/ A21.11. • Also available in EPDM, NBR and CR. APPROVALS: • 2â€-16†Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: • Certified to NSF61 Standard including Annex G. • ANSI / AWWA C110 / A21.10 Where applicable. • Other items are in accordance with manufacturer’s standards. • 54†and above Flanged Fittings are manufactured as per AWWA C153/A21.53. INSTALLATION: • Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905. ® ® Certified to ® ANSI/NSF 61 September 2015 SIGMA Corporation www.sigmaco.com Member Page 23 of 78 C153 DUCTILE IRON MECHANICAL JOINT FITTINGS C153 DUCTILE IRON MECHANICAL JOINT FITTINGS BASIC SPECIFICATIONS SIZES: • 2†- 64†MATERIAL: • Ductile Iron ASTM A536, Grade 65-45-12, 60-42-10 or 70-50-05. PRESSURE: • 350 PSI Water Working Pressure 2â€- 24â€. • 250 PSI Water Working Pressure 30â€- 48â€. • 150 PSI Water Working Pressure 54â€- 64â€. TESTING: • In accordance with ANSI/AWWA C153/A21.53. • In accordance with UL - FM requirements. • All fittings are hydrostatically tested in accordance with SIGMA Quality Man- agement Standard. • All fittings are heat coded to ensure traceability and verification of metallurgi- cal properties in accordance with the prevailing standards and SIGMA Quality Management Standards. LAYING LENGTH: • Short body design - straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characteristics. • In accordance with ANSI/AWWA C153/A21.53. DEFLECTION: • Maximum allowable deflection for MJ Joint on a full length pipe is as men- tioned below: 1. 3†- 4†= 8 Degrees 2. 6†= 7 Degrees 3. 8†- 12†= 5 Degrees 4. 14†- 48†= 3 Degrees CEMENT LINING: • Double cement lined in accordance with ANSI/AWWA C104 / A21.4. COATING: • Interior of fitting is seal coated (asphaltic material) in accordance with ANSI AWWA C104/A21.4 and NSF61 approved. • Exterior of fitting is seal coated (asphaltic material) in accordance with ANSI/ AWWA C153/A21.53 and NSF approved. GASKETS: • SBR in accordance with ANSI/AWWA C111/A21.11. • Also available in EPDM, NBR and CR. T-BOLTS: • Low Alloy corrosion resistant high strength steel in accordance with ANSI/ AWWA C111/A21.11. APPROVALS: • 3â€-16†Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: • Certified to NSF61 Standard including Annex G. • ANSI/AWWA C153/A21.53 for Compact Ductile Iron Fittings 2â€-64†for water and other liquids. INSTALLATION: • Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905. ® ® Certified to September 2015 SIGMA Corporation www.sigmaco.com ® ANSI/NSF 61 Member Page 24 of 78 Submittal Ductile Iron Flanged Fittings ANSI/A WW A C1 10/A21.10 GENERAL SPECIFICATIONS MATERIAL: Ductile iron per ASTM A536 PRESSURE: 250 PSI ratiing for 1" - 48" sizes and 150 PSI rating for 54" - 64" TESTING: In accordance with ANSI/AWWA C110/A21.10, UL and FM requirements LAYING LENGTH: 2" - 48" sizes in accordance with ANSI/AWWA C110/A21.10 and ANSI B16.1 and 54" - 64" sizes in accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings MEMBER DRILLING: In accordance with ANSI/AWWA C110/A21.10, ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4 -- sizes 1"- 3" single thickness and sizes 4"- 64" double thickness APPROVED COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside APPROVALS: 2" - 12" Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating. Please consult factory for detail listing and approvals. 2" and greater are UL/NSF-61. DIMENSIONS: All dimensions are in inches unless noted otherwise. INSTALLATION: Per ANSI/AWWA C110 and C111 SUBMITTAL INFORMATION T B.C. PROJECT NAME: ENGINEER: O.D. SIZE CONTRACTOR: SPEC. SECTION: FLANGE DETAILS NOM. BOLT HOLE BOLTS O.D. B.C. T SIZE DIA. SIZE NO. 1 4.25 3.12 0.44 0.62 ½ x 2 4 1 ½ 5.00 3.88 0.56 0.62 ½ x 2 4 2 6.00 4.75 0.62 0.75 â… x 2 ¼ 4 2 ½ 7.00 5.50 0.69 0.75 â… x 2 ½ 4 3 7.50 6.00 0.75 0.75 â… x 2 ½ 4 4 9.00 7.50 0.94 0.75 â… x 3 8 5 10.00 8.50 0.94 0.88 ¾ x 3 8 6 11.00 9.50 1.00 0.88 ¾ x 3 ½ 8 8 13.50 11.75 1.12 0.88 ¾ x 3 ½ 8 10 16.00 14.25 1.19 1.00 â…ž x 4 12 12 19.00 17.00 1.25 1.00 â…ž x 4 12 14 21.00 18.75 1.38 1.13 1 x 4 ½ 12 16 23.50 21.25 1.44 1.13 1 x 4 ½ 16 18 25.00 22.75 1.56 1.25 1 â…› x 5 16 20 27.50 25.00 1.69 1.25 1 â…› x 5 20 24 32.00 29.50 1.88 1.38 1 ¼ x 5 ½ 20 30 38.75 36.00 2.12 1.38 1 ¼ x 6 ½ 28 36 46.00 42.75 2.38 1.63 1 ½ x 7 32 42 53.00 49.50 2.62 1.63 1 ½ x 7 ½ 36 48 59.50 56.00 2.75 1.63 1 ½ x 8 44 54 66.25 62.75 3.00 2.00 1 ¾ x 8 ½ 44 60 73.00 69.25 3.12 2.00 1 ¾ x 9 52 64 80.00 76.00 3.38 2.00 1 ¾ x 9 52 SIZE RANGE (Please specify): LINING OPTIONS (Please check one): COATING OPTIONS (Please check one): Size Range _____________________________ Standard: Cement-lined and asphalt seal coat per Standard: Red Prime Coat ANSI/AWWA C104/A21.4 and UL/NSF-61 Optional: Asphaltic seal coat per ANSI/AWWA Optional: FBE (Fusion Bonded Epoxy) per ANSI/AWWA C104/A21.4 C116/A21.15 and UL/NSF-61 - ID & OD Only Optional: FBE (Fusion Bonded Epoxy) per ANSI/ Optional: P401 (Protecto 401) Ceramic Epoxy - AWWA C116/A21.15 and UL/NSF-61 - ID & OD Only sewer applications only. Not NSF-61 Optional: Other (specify) ________________ Optional: Other (specify) __________________ UCAT.15.01-SUB ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 1 Page 25 of 78 Submittal Ductile Iron MJ Compact Fittings ANSI/A WW A C153/A21.53 GENERAL SPECIFICATIONS MATERIAL: Ductile Iron per ASTM A536 PRESSURE: 350 PSI rating for 2" - 24" sizes, 250 PSI rating for 30" - 48" sizes and 150 PSI rating for 54" - 64" sizes TESTING: In accordance with ANSI/AWWA C153/A21.53 and UL requirements LAYING LENGTH: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) DEFLECTION: 2"- 4"=8° | 6"=7° | 8"-12"=5° | 14"-16"=3 ½° | 18"-24"=3° | 30"-48"=2° MEMBER WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating FLANGES: Flanged ends on fittings match ANSI/AWWA C115/A21.15 and ANSI B16.1 class 125 flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4 -- size 2" - 3" single thickness and sizes 4" - 64" double thickness COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 and referenced in ANSI/AWWA C153/A21.53 GASKETS: SBR in accordance with ANSI/AWWA C111/A21.11 T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWA C111/A21.11 APPROVALS: 3" - 12" UL/ULC Listed | 2" and greater are UL/ANSI/NSF Standards 61 and 372 | 3" - 16" FM APPROVED. Please consult factory for detail listing and approvals. DIMENSIONS: All dimensions are in inches unless noted otherwise. INSTALLATION: Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905 SUBMITTAL INFORMATION M L PROJECT NAME: X K1 Ø ENGINEER: 7° S K2 CONTRACTOR: J 2° D C 0.12 in. 0.75 in. SPEC. SECTION: F A 2"-24" = 0.31 in. 30"-64" = 0.38 in. B MECHANICALJOINT DIMENSIONS NOM. BOLTS A DIA. B C DIA. D DIA. F DIA. J DIA. K1 DIA. K2 DIA. L M S Ø X DIA. SIZE SIZE NO. 2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.36 28º ¾ â… x 3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 28º ¾ â… x 3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28º â…ž ¾ x 3 ½ 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 28º â…ž ¾ x 3 ½ 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28º â…ž ¾ x 3 ½ 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 28º â…ž ¾ x 3 ½ 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28º â…ž ¾ x 3 ½ 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 28º â…ž ¾ x 4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 28º â…ž ¾ x 4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.68 28º â…ž ¾ x 4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.69 28º â…ž ¾ x 4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 0.75 28º â…ž ¾ x 4 ½ 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 20º 1 â…› 1 x 5 ½ 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 20º 1 â…› 1 x 5 ½ 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 20º 1 â…œ 1 ¼ x 6 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20º 1 â…œ 1 ¼ x 6 32 54 60 {Fittings & Dimensions Available On Request } 64 SIZE RANGE (Please specify): LINING OPTIONS (Please check one): COATING OPTIONS (Please check one): Size Range _____________________________ Standard: Cement-lined and asphalt seal coat per ANSI/ Standard: Asphaltic seal coat per ANSI/AWWA C104/ AWWA C104/A21.4 and UL/NSF-61 A21.4 Optional: FBE (Fusion Bonded Epoxy) per ANSI/ Optional: FBE (Fusion Bonded Epoxy) per ANSI/ AWWA C116/A21.15 and UL/NSF-61 - ID & OD Only AWWA C116/A21.15 and UL/NSF-61 - ID & OD Only Optional: P401 (Protecto 401) Ceramic Epoxy - Optional: Other (specify) ___________________ sewer applications only. Not NSF-61 Optional: Other (specify) __________________ UCAT.15.01-SUB ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 1 Page 26 of 78 Joint Restraint Submittal Form Stargrip® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Patent #5,772,252 SUBMITTAL INFORMATION PROJECT NAME: ENGINEER: CONTRACTOR: SPEC. SECTION: Stargrip® series 3000 for Ductile Iron Pipe MEMBER FEATURES & ADVANTAGES • The Wedge Assembly is designed with a Break-Off Torque Control Nut that will only break off in one direction, ensuring proper installation. • The Stargrip® offers a full 5° deflection through 12" size, 3° on 14"-24", 2° on 30"-36" and 1° on 42"-48". • Minimum safety factor of 2:1 • Stargrip® sizes 3"-36" are listed with Underwriters Laboratories Inc. and sizes 3"-12" are approved by Factory Mutual Research. • The Wedge Assembly is designed to fit specific pipe sizes and is field repairable. • No special tools are required for installation of the Stargrip®. • Stargrip® eliminates tie rods and thrust blocks. • Stargrip® may also be used on steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and larger steel applications, contact Star Pipe. MATERIAL SPECIFICATIONS: • Gland: Ductile Iron per ASTM A536, Grade 65-45-12 • Wedges: Ductile Iron per ASTM A536, Grade 65-45-12 heat treated to a minimum of 370 BHN â—† Wedge Finish: Thermally cured fluoropolymer epoxy coating GLAND FINISH OPTIONS (Please check one): HARDWARE OPTIONS (Please check one): Standard: alkyd enamel coating Standard: T-bolts are high strength low alloy steel manufactured in accordance with ANSI/AWWA Optional: StarbondTM TGIC polyester powder coating C111/A21.11-00 applied by an electrostatic spray process Optional: T-bolts and nuts alloy SS 304 per ASTM F593 Optional: Other (specify) _____________________________ Optional: T-bolts and nuts alloy SS 316 per ASTM F593 Optional: T-bolts and nuts Fluoropolymer Star-Blue COUNTRY OF ORIGIN OPTION (Please check one): coated high strength low alloy steel manufactured in accordance with ANSI/AWWA C111/A21.11-00 Import 100% Domestic1 Domestic gland with import components1 (1Please see Domestic Restraint Options Available on our website.) REV.13-1 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 1 Page 27 of 78 Joint Restraint Submittal Form Stargrip® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Patent #5,772,252 TECHNICAL INFORMATION 0.75 0.12 STARGRIP® 3000 SPECIFICATIONS* MAX F W/NUTS APPROX NOM. PRESSURE NO. OF NO. OF Please A B C D E F TWISTED G WT. SIZE RATING WEDGES T-BOLTS check sizes: OFF (LBS) (PSI) 3 350 4.84 2.40 4.06 6.19 3/4 9.85 8.78 8.13 2 4 6 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 8 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 12 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 24 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 34 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 49 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 56 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 59 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 75 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 139 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.62 39.12 20 20 199 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.92 46.00 24 24 232 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 400 48 250 52.09 5.15 51.05 57.50 1-3/8 61.16 59.62 60.00 32 32 488 *All dimensions in inches except where indicated. Notes: • Stargrips® must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket. • For applications exceeding the maximum pressure ratings listed, please contact Star Pipe Products for recommendations (see Tandem Stargrip®). • For applications on existing pipe, the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in order for the wedges to function properly. Please contact Star Pipe Products for technical assistance. • Sizes 42" & 48" require extra long 1 ¼" x 8 ½" T-bolts. REV.13-1 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 2 Page 28 of 78 Page 29 of 78 ASTM A307B BOLT CARBON STEEL MECHANICAL PROPERTIES TENSILE ELONGATION HARDNESS STRENGTH,MIN IN 2 IN.,MIN, BRINELL ROCKWELL B KSI % MIN MAX MIN MAX 60 18 LESS THAN 3 X DIA 121 212 69 95 3 X DIA AND LONGER … 212 … 95 CHEMICAL PROPERTIES ELEMENT HEAT ANALYSIS PRODUCT ANALYSIS CARBON, MAX 0.29 0.33 MANGANESE, MAX 1.20 1.25 PHOSPHORUS, MAX 0.04 0.041 SULFUR, MAX 0.05 0.051 A307B BOLTS HAVE A TENSILE STRENGTH OF 60 TO 100 KSI AND ARE INTENDED FOR FLANGED JOINTS IN PIPING SYSTEMS. A307B BOLTS ARE SUPPLIED IN A HEAVY HEX HEAD PATTERN PER ASME B18.2.1 STANDARD FOR SQUARE AND HEX BOLTS AND SCREWS.THE NUT NORMALLY USED WITH AN A307B BOLT IS AN A563 GR A HEAVY HEX NUT. NOTE: PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. Page 30 of 78 Neoprene Commercial grade neoprene rubber ( cr ) Moderate oil, acid, and abrasion resistance Temperature range: -20 deg f to +190 deg f Maximum pressure: 150 p.S.I. Tensile strength: 1000 p.S.I. Durometer: 55 to 65 shore a Elongation: 350% Neoprene is a good general-purpose gasketing sheet, as it will resist a wide variety of media. For additional information please contact the sales office. DISCLAIMER: PROPERTIES AND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. FAILURE TO PROPERLY USE GASKET MATERIAL COULD RESULT IN SERIOUS INJURY OR DEATH. Page 31 of 78 DELIVERING GOOD WATER TO YOU BLUE BRUTEâ„¢ SUBMITTAL AND DATA SHEET PIPE AVERAGE NOM. APPROX. APPROX. PIPE AVERAGE NOM. APPROX. APPROX. MIN. T. E E MIN. T. E E SIZE O.D. I.D. (IN) (IN)1 (IN)2 D9 WEIGHT SIZE O.D. I.D. (IN) (IN)1 (IN)2 D9 WEIGHT (IN) (IN) (IN) (IN) (LBS/FT) (IN) (IN) (IN) (IN) (LBS/FT) Rated psi 305 (DR 14) Rated 165 psi (DR 25) 4 4.80 4.07 0.343 4.5 5.5 6.17 3.2 4 4.80 4.39 0.192 4.5 5.5 5.57 1.9 6 6.90 5.86 0.493 5.25 6.25 8.87 6.7 6 6.90 6.31 0.276 5.25 6.25 8.00 3.9 8 9.05 7.68 0.646 6.25 7.25 11.63 11.6 8 9.05 8.28 0.362 6.25 7.25 10.50 6.7 16 17.40 14.85 1.242 7 1/8 8 1/8 21.68 43.77 10 11.10 10.16 0.444 7.25 8.25 12.88 10.1 Rated 235 psi (DR 18) 12 13.20 12.08 0.528 8.25 9.25 15.31 14.4 4 4.80 4.23 0.267 4.5 5.5 5.87 2.6 14 15.30 14.00 0.612 7 1/8 8 1/8 17.94 19.48 6 6.90 6.09 0.383 5.25 6.25 8.43 5.3 16 17.40 15.92 0.696 8 1/2 9 1/2 20.41 25.38 8 9.05 7.98 0.503 6.25 7.25 11.06 9.2 18 19.50 17.85 0.780 8 3/8 9 1/8 22.87 31.99 10 11.10 9.79 0.617 7.25 8.25 13.57 13.9 20 21.60 19.77 0.864 9 10 1/8 25.34 39.46 12 13.20 11.65 0.733 8.25 9.25 16.13 19.7 24 25.80 23.61 1.032 10 11 1/4 30.27 56.98 14 15.30 13.50 0.850 7 1/8 8 1/8 19.00 26.75 30 32.00 29.29 1.280 11 7/8 13 1/8 37.12 88.49 16 17.40 15.35 0.967 8 1/2 9 1/4 21.62 34.86 36 38.30 35.05 1.532 12 3/8 14 1/8 44.43 128.41 18 19.50 17.20 1.083 8 3/8 9 1/8 24.22 48.95 42 44.50 40.73 1.780 14 1/8 16 3/8 51.85 176.02 20 21.60 19.06 1.200 9 10 1/8 26.85 54.22 48* 50.80 46.49 2.032 14 7/8 17 3/8 58.93 231.22 24 25.80 22.76 1.433 10 11 1/4 32.06 77.97 Rated 125 psi (DR 32.5)* 30 32.00 28.23 1.778 11 7/8 13 1/8 37.81 117.82 14 15.30 14.30 0.471 7 1/8 8 1/8 17.48 15.14 Rated 200 psi (DR 21)* 16 17.40 16.27 0.535 8 1/2 9 1/2 19.88 19.63 14 15.30 13.75 0.729 7 1/8 8 1/8 18.22 23.07 18 19.50 18.23 0.600 8 3/8 9 1/8 23.30 24.75 16 17.40 15.64 0.829 8 1/2 9 1/2 20.72 30.04 20 21.60 20.19 0.665 9 10 1/8 24.38 30.54 18 19.50 17.53 0.929 8 3/8 9 1/8 23.22 37.27 24 25.80 24.12 0.794 10 11 1/4 29.47 44.11 20 21.60 19.42 1.029 9 10 1/8 25.72 46.71 30 32.00 29.91 0.985 11 7/8 13 1/8 36.55 68.45 24 25.80 23.19 1.229 10 11 1/4 30.72 67.53 36 38.30 35.80 1.178 12 3/8 14 1/8 43.10 99.22 30 32.00 28.77 1.524 11 7/8 13 1/8 38.10 103.71 48 50.80 47.49 1.563 14 7/8 17 3/8 57.61 178.49 36 38.30 34.43 1.824 12 3/8 14 1/8 45.60 152.16 Rated 100 psi (DR 41) 14 15.30 14.52 0.37 7 1/8 8 1/8 16.07 12.01 16 17.40 16.51 0.42 8 1/2 9 1/2 18.28 15.63 18 19.50 18.50 0.47 8 3/8 9 1/8 20.49 19.72 20 21.60 20.49 0.52 9 10 1/8 22.70 24.31 24 25.80 24.48 0.62 10 11 1/4 27.11 35.10 30 32.00 30.35 0.78 11 7/8 13 1/8 36.12 54.65 36 38.30 36.30 0.93 12 3/8 14 1/8 42.60 78.97 I.D.: Inside Dameter E : Distan between 1st Insertion/ Assembly Mark to the end of spigot.1 42 44.50 42.18 1.08 14 1/8 16 3/8 50.34 108.19 O.D.: Outside Diameter T.: Wall Thickness E : Distance between 2nd Insertion/ 48 50.80 48.14 1.23 14 7/8 17 3/8 56.98 142.10 2 D9: Bell Outside Diameter Assembly Mark to the end of spigot. Rated 80 psi (DR 51)* 30 32.00 30.67 0.627 11 7/8 13 1/8 35.77 44.08 Product Standard: ANSI/AWWA C900 Pipe Compound: ASTM D1784 Cells Class 12454 36 38.30 36.71 0.751 12 3/8 14 1/8 42.15 64.32 Gasket: ASTM F477 42 44.50 42.65 0.872 14 1/8 16 3/8 49.85 88.10 Integral Bell Joint: ASTM D3139 48 50.80 48.69 0.996 14 7/8 17 3/8 56.43 115.79 Certifications: ANSI/NSF Standard 61, UL Standard 1285 Pipe Length: 20 feet (+/- 1â€) laying length, AWWA C605 Consult JM Eagleâ„¢ for CSA and other listing availability prior to shipment. Installation: JM Eagleâ„¢ Installation Guide Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. *Contact your JM EagleTM sales representative for location availability. Revised 1/27/2017. This information may have been updated. Please download the latest version at www.jmeagle.com/onesheets. Page 32 of 78 PRODUCT DATA SHEET Controlled Document - Engineering Drive 1530 Shields Drive Waukegan, IL 60085 Toll-Free (800) 323-9355 Fax: (847) 689-1192 PART NUMBER: 54493 DESCRIPTION: 10 AWG SOLID PE SPRINKLER WIRE CONSTRUCTION: This cable consists of one bare copper polyethylene insulated conductor. APPROVALS: UL Misc. Wires APPLICATION: Underground Golf Course Sprinkler Wire Applications, Tracer Wire or Lawn Sprinkler Systems Wire Construction Parameters: Conductor 10 AWG Bare Copper Stranding Solid Insulation Material PE Insulation Thickness 0.047" Nom. Insulated Conductor Diameter 0.196" Nom. Number of Conductors 1 Electrical Properties: Temperature Rating -20OC to 60OC Operating Voltage 600 V RMS Max. DC Resistance per Conductor @ 20OC 1 Ohms/1M' Nom. Insulation Colors Various Orange: Fiber Optic Tracer Wire Blue: Water Pipe Tracer Wire Yellow: Gas Pipe Tracer Wire Any other color: Dog Containment Wire Legend (Surface Ink Print) BARON WIRE E54868 BARO-LEAN (UL) TYPE SPRINKLER SYSTEM WIRE OR TRACER WIRE 600V PE 600C -- E323897 C(UL) TYPE GCS OR LSS 30V 10 AWG (5.26mm2) DIRECT BURIAL ONLY yyddd This product complies with European Directive 2002/95/EC (RoHS) On special orders, the customer will accept all factory lengths and +/- 10 percent of total order requested. The jacket is sequentially footmarked. The information presented here is, to the best of our knowledge, true and accurate. Since conditions of use are beyond Coleman Cable's control, all product data presented is for informational purposes only and does not create a binding obligation or liability on Coleman Cable or confer any rights on any customer. The sale of product(s) is conditioned upon acceptance of a purchase order subject to Coleman Cable's standard terms and conditions contained therein, including without limitation Coleman Cable's standard warranty. Coleman Cable disclaims all liability in connection with the use of information contained herein or otherwise. This specification is proprietary intellectual property of Coleman Cable. Any information contained herein shall not be disclosed to any party without written consent of Coleman Cable. Customer Name________________________________________ Customer Approval ______________________________________ Specification Issue Date: March 22, 2010 1-800-323-9355 (Phone) Designed By: PEP 1-847-689-1192 (Fax) 54493.XLS © 2010 Coleman Cable, Inc. Page 33 of 78 Page 34 of 78 10.8 3"- 12" A-2361 RESILIENT WEDGE GATE VALVES - M.J. x FL. Rev. 2-17 Shaded area indicates changes â Catalog number A-2361-16 mechanical joint x flanged ends (with accessories unassembled) A-2361-19 mechanical joint x flanged ends (less accessories) § â Sizes – 3â€, 4â€, 6â€, 8â€, 10â€, 12†â Meets or exceeds all applicable requirements of ANSI/AWWA C515 Standard, UL 262 Listed, FM 1120/130 Approved, and certified to ANSI/NSF 61 & 372 â Flanged end drilling complies with ASME/ANSI B16.1 Class 125** â Mechanical joint end complies with ANSI/AWWA C111 Standard â Iron body with nominal 10 mils MUELLER® Pro-Guard® Fusion Bonded Epoxy Coated interior and exterior surfaces â Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 Standard â Iron wedge, symmetrical and fully encapsulated with molded rubber; no exposed iron â Non-rising stem (NRS) â Triple O-ring seal (2 above the thrust collar and 1 below) â 2†square wrench nut - open left or open right â 350 psig (2400 kPa/24 barg) maximum working pressure; 700 psig (4800 kPa/48 barg) static test pressure A-2361-16 shown â UL Listed, FM Approved – 350 psig (2400 kPa/24 barg) M.J. accessories shipped unassembled â Mueller valves are designed for potable water applications Options See page 10.54 for more information on Resilient Wedge Gate Valve options â Position indicators â Stainless steel stem: Type 304, Type 316 â EPDM Disc and o-rings â ASTM B98-C66100/H02 stem â Handwheel â Stainless steel fasteners: Type 316 Resilient wedge gate valve parts Catalog Part Number Description Material Material Standard G-202 G-200 ASTM F593 (bolt) G-207 G-16 Bonnet Bolts & Nuts 304 Stainless Steel G-41 ASTM F594 (nut) ASTM F593 (bolt) G-201 G-41 Stuffing Box Bolts & Nuts 304 Stainless Steel ASTM F594 (nut) G-49 G-208 G-49 Stem O-rings (3) Nitrile ASTM D2000 G-200 Wrench Nut Cap Screw 304 Stainless Steel ASTM F593 G-203 G-210 G-201 Stuffing Box O-ring Nitrile ASTM D2000 G-202 Wrench Nut Ductile Iron ASTM A536 â–¼ G-16 G-203 Stem Bronze ASTM B138 G-204 Hand Wheel (not shown) Cast Iron + ASTM A126 CL.B G-205 Stem Nut Bronze ASTM B584 G-211 G-206 Guide Cap Bearings Acetal - Ductile Iron ASTM A536 â–¼ G-205 G-207 Stuffing Box with dirt seal ++ Nitrile ASTM D2000 G-212 G-208 Anti-friction Washers (2) Acetal - Ductile Iron* ASTM A536 â–¼ G-209 G-209 Wedge, Rubber Encapsulation SBR ASTM D2000 G-210 Bonnet Ductile Iron ASTM A536 â–¼ G-206 G-211 Bonnet O-ring +++ Nitrile ASTM D2000 G-212 Body Ductile Iron ASTM A536 â–¼ ++ Dirt seal on 4â€-12†valves +++ 3†valves use a bonnet gasket *Fully encapsulated in molded rubber with no iron exposed; 3†discs are cast iron ASTM A126 Class B â–¼ Material strength ASTM A536 65-45 minimum ** Per ANSI/AWWA C111 working pressure above 250psi requires the use of a special gasket rated for higher pressure. + Manufacturer’s option to change material to ductile iron ASTM A536 SEE PAGE 10.57 FOR ORDERING INSTRUCTIONS Page 35 of 78 STAR VBST940-8W&S CI VALVE BOX WATER Municipal & Construction Castings SEWERVALVE BOXES STAR VBST940-8W&S 940 8" VALVE BOX VB-0034 CI VALVE BOX ITEM 8.06 DETAILS CODE VBST940-8W COMPLETE WATER VBST940-8S COMPLETE SEWER STAR VBST940-8W&S 3.44 CI VALVE BOXWATER SEWER1 1.38 WATER SEWER 8.56 0.44 WATER 6 Notes: SEWER - Material - Cast Iron 9.5 Per ASTM A48 Class 30B STAR - Dimensions in Inches VBST940-8W&S 940 18" VALVE BOX VB-0035 CI VALVE BOX NOTE: ITEM 8.06 DETAILS CODE 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. 2. APPROXIMATE WEIGHT W/LID= 34.5 LBS (WATER) VBST940-18W COMPLETE WATER 3.44 3. APPROXIMATE WEIGHT W/LID= 30.5 LBS (SEWER) VBST940-18S COMPLETE SEWER VBST940-18T TOP ONLY STAR VBST940-8W&SFORM E-14 Rev. B 1 1.38 VBST940L WATER LID CI VALVE BOXWATER VBST940LS SEWER LID SEWER 11.88 WATER NOTE: 18 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. 0.31 2. APPROXIMATE WEIGHT W/LID= 34.5 LBS (WATER) 3. APPROXIMATE WEIGHT W/LID= 30.5 LBS (SEWER)SEWER FORM E-14 Rev. B NOTE: 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. Notes: 6 2. APPROXIMATE WEIGHT W/LID= 34.5 LBS (WATER) - Material - Cast Iron Per ASTM A48 Class 30B 9.31 3. APPROXIMATE WEIGHT W/LID= 30.5 LBS (SEWER) - Dimensions in Inches ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS FORM E-14 Rev. B STAR® PIPE PRODUCTS NOTE: HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. VBST940-18W&Swww.starpipeproducts.com 2. APPROXIMATE WEIGHT W/LID= 42.5 LBS (WATER)VB - 20 Page 36 of 78VER.12.01 3. APPROXIMATE WEIGHT W/LID= 38.5 LBS (SEWER) STAR CI VALVE BOX FORM E-14 Rev. B NOTE: 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. 2. APPROXIMATE WEIGHT W/LID= 34.5 LBS (WATER) 3. APPROXIMATE WEIGHT W/LID= 30.5 LBS (SEWER) FORM E-14 Rev. B NOTE: 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. 2. APPROXIMATE WEIGHT W/LID= 34.5 LBS (WATER) 3. APPROXIMATE WEIGHT W/LID= 30.5 LBS (SEWER) FORM E-14 Rev. B VBST950 STAR 950 CI VALVE BOX Municipal & Construction Castings VALVE BOXES WATER VBST950 STAR 950 VALVE BOX 950 CI VALVE BOX VB-0036 7.5 1 ITEM DETAILS CODE VBST950 COMPLETE LID 2 12 WATER 7.75 0.63 1 VBB__DW STAR 24, 30, 36 & 42 10 DEEP WELL CI VB BOTTOM 6.5 6.75 VBB__DW Notes: 7.5 - Material - Cast Iron STAR Per ASTM A48 Class 30B TOP - Dimensions in Inches 24, 30, 36 & 42 DEEP WELL VALVE BOX BOTTOM VB-0037 DEEP WELL CI VB BOTTOM NOTE: 5.59 ITEM DETAILS CODE (L) 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. 2. APPROXIMATE WEIGHT FOR LID = 15 LBS VBB24DW 24 FOR TOP = 40 LBS VBB30DW 30 0.25 VBB36DW 36 FORM E-14 Rev. B VBB42DW 42 L 1 NOTE: 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. 2. APPROXIMATE WEIGHT FOR LID = 15 LBS SIZE X FOR TOP = 40 LBS 24" 24.00 8.5 FORM E-14 Rev. B 30" 30.00 36" 36.00 42" 42.00 Notes: - Material - Cast Iron 0.38 7.5 Per ASTM A48 Class 30B 10.13 - Dimensions in Inches ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS NOTE: HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 30" = 45 LBS www.starpipeproducts.com 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B.VB - 21 36" = 50 LBS Page 37 of 78VER.12.01 2. APPROXIMATE WEIGHT 24" = 40 LBS 42" = 55 LBS SIZE X 24" 24.00 30" 30.00 36" 36.00 42" 42.00 NOTE: 30" = 45 LBS 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. 36" = 50 LBS 2. APPROXIMATE WEIGHT 24" = 40 LBS 42" = 55 LBS MUELLER® SUPER CENTURION® 9.3 FIRE HYDRANT Shaded area indicates change Rev. 4-14 MUELLER SUPER CENTURION 250â„¢ Fire Hydrant Features â PRESSURE RATED: standard max. â MEETS OR EXCEEDS all applicable working pressure 250 psig (1725 requirements of ANSI/AWWA C502 kPa, 17 barg), optional 350 psig Standard and UL 246 and FM 1510 (2400 kPa, 24 barg). Test pressures specifications. 500 psig (3450 kPa, 35 barg) â O-RING SEALS AT BONNET, and 700 psig (4800 kPa, 48 barg) GROUND, AND SHOE FLANGES - respectively. for better leak resistance, easier â HOLD-DOWN NUT - with integral maintenance. weather seal. Design discourages â SEALED OIL RESERVOIR - O-ring unauthorized removal of the hold- sealed to prevent leakage. Provides down nut or bronze operating nut. positive lubrication of stem threads and Resilient wiper seal between hold- bearing surfaces each time the hydrant down nut and operating nut prevents is operated. Filled at the factory. water entry to protect operating nut from freezing. Wiper seal material â FULL FLOW OPENINGS - large is resistant to ultra-violet ray radius hose and pumper openings deterioration. O-ring seal provides produce low friction loss. second level of protection. â FIELD REPLACEABLE HOSE AND â ANTI-FRICTION WASHER - Acetal PUMPER NOZZLES - O-ring sealed. washer on std. 250 psig hydrant; Threaded in place and retained by roller bearing on opt. 350 psig – stainless steel locks. Nozzles are helps assure easy operation for life easily replaced. of the hydrant. â ELECTRO-GALVANIZED BOLTS â OIL FILLER PLUG - permits quick AND NUTS - provide corrosion check of oil level. Lets you add oil protection. without removing bonnet. â NON-KINKING CHAINS - heavy- â OIL RESERVOIR O-RING SEALS - duty chains are securely attached to seal oil in, water out. the hydrant. Special chain loop permits free turning of the cap. â STAINLES STEEL SAFETY STEM COUPLING - pulls free if hydrant is â BRONZE SEAT RING - threaded into hit by a vehicle preventing damage drain ring and O-ring sealed. Seat to the stem and main valve. Coupling ring is easily removed or installed will not break into pieces that could from above ground. Each time main drop into lower barrel and affect valve valve is opened or closed, double operation. Top of lower stem is below drain valves force-flush both drain the top of the lower barrel so that valve openings to keep them open a tire cannot depress the stem and for effective barrel drainage. Bronze open the main valve. Repair is easy drain valves are integral parts of and economical. main valve assembly. â SAFETY FLANGE - breaks cleanly â PATENTED REVERSIBLE, to help prevent barrel damage, yet is COMPRESSION-TYPE MAIN strong enough to withstand normal VALVE - closes with pressure for handling. Allows economical repair, positive seal. Rubber material has adding of extension section, rotation long service life, yet is reversible or changing of upper barrel without providing a convenient spare in digging or water shut-off. place – 350 opt. includes reinforced â BRONZE UPPER VALVE PLATE - â SHOE DESIGNED FOR MAXIMUM main valve for higher pressure conical design for smooth flow. FLOW AND EASY CONNECTION - holding capability (both main valves with its smooth transitional contours, are interchangeable). â DRAIN VALVE FACINGS - specially extended neck and integral anti- designed, long-life facings provide rotation pads, allowing use of effective sealing. standard tee-head bolts. The inside of the shoe is covered with â CAST IRON CAP NUT -retains main ® MUELLER HP Epoxy Coating. This valve. Seats against cap thermosetting epoxy forms a tough nut gasket to prevent corrosion of corrosion-resistant barrier to stem threads. Locked in place by a chemicals, physical impact and stainless steel lock washer. Mueller electrical currents. HP Epoxy coated for durability. Manufactured under one or more of the following: U.S. Patent No. 4,717,178; 4,842,246. Page 38 of 78 PRODUCT SPECIFICATIONS SUPER CENTURION® 250â„¢ FIRE HYDRANT 1. GENERAL CLASSIFICATION 1.1 Suitable for general waterworks service. 1.2 Dry barrel, post type with compression main valve closing with the inlet pressure. 1.3 Replaceable Stem Coupling and a replaceable Traffic Flange at the ground line to prevent or minimize traffic damage. 1.4 Complies with AWWA Standard C502, are UL listed and FM approved. 1.5 Certified to ANSI/NSF 61/372. 2. SELECTIVE SPECIFICATIONS (SELECTED BY THE CUSTOMER) 2.1 Size of Hydrant -- 4-1/2" or 5-1/4" hydrants are sized by seat ring internal diameters. 2.2 Size and type of inlet connections: 2.2.1 Mueller® AquaGrip® Connection -- Horizontal or vertical in relation to hydrant barrel -- Stab compression connection with integral restraint. Furnished ready to install with all hardware and O-ring seal assembled. Use on Ductile Iron C900, PVC (DR14 & DR18), C909 PVC (DR25), DIPS PE (DR7 through DR17), IPS PVC (DR17 & DR21), IPS PE (DR7 through DR13) and IPS Steel. 6" size. 2.2.2 Flange -- Horizontal or vertical in relation to hydrant barrel -- American Standard complying to ANSI/ASME B16.1 Class 125 and ISO PN10/16 (4†& 6"). 2.2.3 Standardized Mechanical Joint -- Dimensions comply with ANSI/AWWA C111/A21.11. Furnished with integral anti-rotation pads on all bolt holes (allowing use of standard tee- head bolts) and with two strapping lugs. 4", 6" and 8" sizes. 2.2.4 D-150 Mechanical Joint -- With two specially designed gaskets to fit either of two diameters of Cast Iron or Ductile Iron pipe: duck-tipped rubber gasket for Class 150 pipe or plain rubber gasket for Class D pit cast pipe. 4" and 6" sizes. 2.2.5 Slip-On Joint* -- Complete with Mueller Slip-On Gasket, complies with ANSI/AWWA C111/A21.11. Fits Ductile Iron pipe manufactured to ANSI/AWWA C151/A21.51; including the plain end of all makes of Cast Iron or Ductile Iron of the slip connection type. Also fits Classes 150 and 200 Ductile Iron O.D. PVC plastic pipe.** 6" size. 2.3 Operating nut and nozzle cap nut -- Shape and dimension according to customer selection. 2.4 Opening direction -- Open left or right. Arrow on bonnet indicates opening direction. 2.5 Nozzle arrangement -- Furnished 3-way, with 2 hose nozzles 180 degrees apart, 1 pumper in between, and all on the same horizontal plane. 2.5.1 Hose nozzle threading -- Regularly furnished with 2-1/2" National Standard Hose Thread. Other 2-1/2" or 3" hose threads to customer specifications. 2.5.2 Pumper nozzle threading -- Regularly furnished with 4-1/2" National Standard Pumper Hose Thread. Other 3-1/2", 4", 4-1/4", 4-1/2", and 5" pumper hose threads to customer specifications. Integral 4" or 5" Storz pumper connection available. * Design and dimensions of the joint are manufactured under license of U.S. Pipe and Foundry Company. ** When using DI O.D. PVC pipe, the gaskets supplied by Mueller must be used with this hydrant connection. 3. WORKING AND TEST PRESSURES 3.1 Working pressure is 250 psi. 3.2 Mueller Super Centurion 250 Hydrants are subjected to two hydrostatic tests per AWWA C502 Standard. 3.2.1 500 PSI Shell test (hydrant pressurized with main valve open). 3.2.2 500 PSI Seat test (shoe pressurized with main valve closed). During the above tests, no indication of leakage is permitted through castings, joints, main valve, or stem seals. Drain valve leakage cannot exceed five (5) fluid ounces per minute. Form 11937 r09-18 page 1 of 3 Page 39 of 78 PRODUCT SPECIFICATIONS SUPER CENTURION® 250â„¢ FIRE HYDRANT 4. DESIGN FEATURES 4.1 Bonnet assembly -- Dry top, factory lubricated. Oil level checked by removing the oil filler plug on outside of bonnet. Cannot be overfilled with oil. 4.2 Upper operating system -- Bronze encased for O-ring seal surface contact. 4.3 Nozzles -- Interchangeable, threaded in place and retained by stainless steel locks. 4.4 Nozzle caps -- Attached to upper barrel with individual non-kinking chains. 4.5 Lower barrel flange -- Concealed for improved appearance. 4.6 Interchangeable design -- permits the upper barrel assembly to be used with existing Mueller Improved or 107 Hydrants. (For 107 hydrant, use upper barrel assembly with stop-in-bonnet option.) 4.7 Traffic flange -- Breaks cleanly upon impact, yet strong enough for normal handling, shipping, and use. Permits full 360-degree rotation of upper barrel to position nozzles in any desired direction. Extension sections or upper barrel with different nozzle size or arrangement can easily be added. Full size un-notched steel bolts used to retain traffic flange and connect the upper and lower barrels. 4.8 Stem coupling -- Stainless steel, connects the upper and lower stems and is retained with stainless steel clevis and cotter pins. When traffic damage occurs, the coupling breaks cleanly, flush with the lower stem. Lower stem retains bottom clevis and cotter pin with no loose parts to fall into hydrant barrel. Upper end of lower stem is located below lower barrel flange surface to prevent it from being held open by vehicle wheel after traffic damage. 4.9 Lower barrel -- Heavy wall sections where flange joins the barrel section for added strength. 4.10 Shoe -- Has lugs for strapping anchors on Mechanical Joint, D-150 and Slip-On Joint ends. Bottom has a support pad and side opposite inlet has a backing support pad. 4.11 Seat ring -- Bronze ring threads into bronze drain ring, which has two drain holes to provide an all bronze drain way. 4.12 Double drain valves (with replaceable thermoplastic drain valve facings) -- operate automatically to force flush the drain way each time the hydrant is opened or closed. No toggles, springs, or adjustable mechanisms are required, and the drain valve facings can be replaced when seat ring and main valve assembly is removed. 4.13 Main valve – Encapsulated molded rubber, reversible, compression type, closes with inlet pressure and remains closed during any above ground repairs or changes to upper barrel or bonnet assemblies. 4.14 Main valve opening -- Controlled by lug in bottom of shoe. Stop in bonnet also available. 4.15 Main valve and seat ring -- Removable from above ground with seat removal wrench. 4.16 Lower stem end threads -- Covered with an epoxy coated iron cap nut and sealed with rubber washer to protect them from corrosion. The cap nut is retained with a stainless-steel lock washer. 4.17 Shoe and upper valve plate design -- Permits maximum flow by minimizing friction loss. 4.18 Shoe interior, lower valve plate and cap nut -- Epoxy coated to resist corrosion. Form 11937 r09-18 page 2 of 3 Page 40 of 78 PRODUCT SPECIFICATIONS SUPER CENTURION® 250â„¢ FIRE HYDRANT 5. MATERIAL SPECIFICATIONS 5.1 Bonnet, nozzle caps, barrels, traffic flange, drain ring housing, lower valve plate, cap nut and shoe (Flanged, 8" Mechanical Joint and Slip-On) -- Cast Iron, ASTM A-126, Grade B. 5.1.1 AquaGrip® Shoe -- Ductile Iron, ASTM A-536. 5.1.2 4" and 6" Mechanical Joint Shoe -- Ductile Iron, ASTM A-536. 5.1.3 D-150 Mechanical Joint Shoe -- Ductile Iron, ASTM A-536. 5.2 Operating nut, hold down nut, nozzles, upper valve plate, seat ring and drain ring -- Bronze, in compliance with AWWA Standard C502. 5.3 Oil filler plug -- Brass, ASTM B-16. 5.4 O-ring seals -- Buna N, ASTM D2000. 5.5 Weather seal -- EPDM, ASTM D2000. 5.6 Anti-friction washer -- Thermoplastic polymer with high resistance to dynamic and static wear. 5.7 Bolts for bonnet, traffic flange, shoe and drain ring housing -- Steel, Electrogalvanized -- SAE J429 Grade 2. 5.8 Cap chains -- Steel, Electrogalvanized. 5.9 Upper and lower stems -- Steel, ASTM A-576. 5.10 Stem pin -- Stainless Steel, ASTM A-276 300 Series. 5.11 Drain valve facing screws -- Stainless Steel, ASTM A-276 300 Series. 5.12 Nozzle lock -- Stainless Steel, ASTM A-276 Type 410. 5.13 O-rings for bonnet and barrel flanges -- Buna N, ASTM D2000. 5.14 O-ring for drain ring housing flange -- Buna N, ASTM D2000. 5.15 Gaskets for nozzle caps -- Neoprene, ASTM D2000. 5.16 Stem coupling -- Stainless Steel, ASTM A-890. 5.17 Stem coupling clevis pins -- Stainless Steel, ASTM A-276 300 Series. 5.18 Stem coupling cotter pins -- Stainless Steel, ASTM A-276 300 Series. 5.19 Drain valve facings -- Resilient precision molded thermoplastic with unique sealing characteristics. 5.20 Reversible main valve – Encapsulated molded rubber, ASTM D2000. 5.21 Lower valve plate -- Cast Iron, ASTM A-126 Class B coated with high performance 2-part epoxy. NSF61 listed and AWWA C550 compliant. 5.22 Lock washer -- Stainless Steel, ASTM A-276 300 Series. 5.23 Cap nut -- Cast Iron ASTM A-126 Class B coated with high performance 2-part epoxy. NSF61 listed and AWWA C550 compliant. 5.24 Cap nut seal -- Rubber, ASTM D2000. 5.25 Shoe coating -- Interior and exterior coated with high performance 2-part epoxy. NSF61 listed and AWWA C550 compliant. 5.26 Paint -- Interior and exterior above and below ground line coated with high performance 2-part epoxy. Exterior above ground line -- one coat UV resistant high gloss 2-part polyurethane enamel, color as specified by customer. Water (U.S.) 1.800.423.1323 Mueller Canada 1.705.719.9965 International 1.423.490.9555 www.muellercompany.com www.muellercanada.com www.mueller-international.com moreinfo@muellercompany.com more-info@muellercanada.com international@muellercompany.com Copyright © 2016 Mueller Co., LLC. All Rights Reserved. The trademarks, logos and service marks displayed in this document herein are the property of Mueller Co., LLC, its affiliates or other third parties. These products are intended for use in potable water applications. Please contact your Mueller Sales or Customer Service Representative concerning any other application(s). Form 11937 r09-18 page 3 of 3 Page 41 of 78 Page 42 of 78 Page 43 of 78 pg 8 Harrington Inc. 2630 West 21st Street, Erie, PA USA 16506-2908 phone 800.553.0078 fax 814.838.7339 Page 44 of 78 ES-757DCDA/757NDCDA For Non-Health Hazard Applications Job Name ––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location ––––––––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Engineer ––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. –––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative –––––––––––––––––––––––––––––––––––––––– Series 757DCDA, 757NDCDA Double Check Detector Assemblies Sizes: 21â„ 2" – 10" (65 – 250mm) Series 757DCDA, 757NDCDA Double Check Detector Assemblies are used to prevent backflow of non-health hazard pollutants that are objectionable but not toxic, from entering the potable water supply system. The 757DCDA, 757NDCDA may be installed under continuous pressure service and may 757DCDAOSY be subjected to backpressure and backsiphonage. Series 757DCDA, 757NDCDA is used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. Features • Extremely compact design • 70% Lighter than traditional designs • 304 (Schedule 40) stainless steel housing & sleeve • Groove fittings allow integral pipeline adjustment 757DCDABFG • Patented tri-link spring check provides lowest pressure loss • Unmatched ease of serviceability • Available with grooved butterfly valve shutoffs • May be used for horizontal, vertical or N pattern installations • Replaceable check disc rubber Specifications The Double Check Detector Assembly shall consist of two independent tri-link check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tri-link checks shall be removable and serviceable, with- out the use of special tools. The housing shall be constructed 757NDCDAOSY of 304 Schedule 40 stainless steel pipe with groove end con- nections. Tri-link checks shall have reversible elastomer discs NOTICE and in operation shall produce drip tight closure against reverse The information contained herein is not intended to replace the flow caused by backpressure or backsiphonage. The bypass full product installation and safety information available or the assembly shall consist of a meter, which registers in either gal- experience of a trained product installer. You are required to lon or cubic measurement, a double check backflow assem- thoroughly read all installation instructions and product safety bly and required test cocks. Assembly shall be a Watts Series information before beginning the installation of this product. 757DCDA, 757NDCDA. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Page 45 of 78 Available Models Materials Suffix: Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna-N OSY – UL/FM outside stem and yoke resilient seated gate valves Tri-link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM BFG – UL/FM grooved gear operated butterfly valves Test Cocks: Bronze Body Nickel Plated with tamper switch Pins & Fasteners: 300 Series Stainless Steel *OSY FxG – Flanged inlet gate connection and grooved outlet Springs: Stainless Steel gate connection Pressure — Temperature *OSY GxF – Grooved inlet gate connection and flanged outlet Temperature Range: 33°F – 140°F (0.5°C – 60°C) gate connection Maximum Working Pressure: 175psi (12.1 bar) *OSY GxG – Grooved inlet gate connection and grooved outlet gate connection Approvals – Standards Available with grooved NRS gate valves - consult factory* • Approved by the Foundation for Cross-Connection Control Post indicator plate and operating nut available - consult factory* and Hydraulic Research at The University of Southern *Consult factory for dimensions California (FCCCHR-USC) Dimensions — Weight ** ** 1048 B64.5 (**BFG & oSY only) J C (open) I D H A G P 757DCDA , 757NDCDA SIze (DN) DImeNSIoNS WeIGHT A C (OSY) D G H I J P 757DCDA 757NDCDA in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. 21â„ 3 3 1 1 1 1 13 3 2 65 30 â„4 781 16 â„8 416 3 â„2 89 29 â„16 738 21 â„2 546 15 â„2 393 8 â„16 223 13 â„16 335 139 63 147 67 3 80 313â„ 7 11 1 1 1 3 1 4 806 18 â„8 479 3 â„16 94 30 â„4 768 22 â„4 565 17 â„8 435 9 â„16 233 14 â„2 368 159 72 172 78 4 100 333â„ 3 1 1 15 3 4 857 22 â„4 578 4 102 33 838 23 â„2 597 18 â„2 470 9 â„16 252 15 â„16 386 175 79 198 90 6 150 431â„ 1 1 3 1 3 1 2 1105 30 â„8 765 5 â„2 140 44 â„4 1137 33 â„4 845 23 â„16 589 13 â„16 332 19 483 309 140 350 159 8 200 493â„ 3 11 1 1 7 11 3 4 1264 37 â„4 959 6 â„16 170 54 â„8 1375 40 â„8 1019 27 â„16 697 15 â„16 399 21 â„16 538 494 224 569 258 10 250 573â„ 3 3 1 1 5 4 1467 45 â„4 1162 8 â„16 208 66 1676 49 â„2 1257 32 â„2 826 17 â„16 440 24 610 795 361 965 438 C J I D A H P 757DCDABFG , 757NDCDABFG G SIze (DN) DImeNSIoNS WeIGHT A C D G H I J P 757DCDABFG 757NDCDA BFG in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. 21â„ 3 1 7 1 15 13 2 65 27 â„4 705 8 203 3 â„2 89 29 â„8 759 21 â„2 546 14 â„16 379 8 â„16 223 13 330 70 32 78 35 3 80 281â„ 5 11 11 1 7 3 1 4 718 8 â„16 211 3 â„16 94 30 â„16 779 22 â„4 565 15 â„16 392 9 â„16 233 13 â„2 343 68 31 81 37 4 100 29 737 815â„ 11 15 1 1 15 16 227 3 â„16 94 31 â„16 811 23 â„2 597 16 â„4 412 9 â„16 252 14 356 75 34 98 44 6 150 361â„ 3 1 11 1 1 2 927 10 254 5 127 43 â„16 1097 33 â„4 845 19 â„16 500 13 â„16 332 14 â„2 368 131 59 171 78 8 200 423â„ 1 1 1 1 5 11 3 4 1086 12 â„4 311 6 â„2 165 51 â„16 1297 40 â„8 1019 23 â„16 592 15 â„16 399 18 â„16 462 275 125 351 159 Noryl® is a registered trademark of General Electric Company. Page 46 of 78 Capacity Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Series 757DCDA, 757NDCDA flow curves as tested by • Service Flow is typically determined by a rated Underwriters Laboratory. velocity of 7.5fps based upon schedule 40 pipe. • Rated Flow identifies maximum continuous duty Flow characteristics collected using butterfly shutoff valves performance determined by AWWA. • UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. Horizontal Vertical N - Pattern • AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than 10fps. 21â„ psi 2" (65mm) psi 6" (150mm) Service Flow Rated Flow *UL Rated Flow Service Flow Rated Flow *UL Rated Flow 14 12 N 12 N 10 H 10 V V 8 8 H 6 6 4 4 PSI DRoP PSI DRoP 2 2 (*FRICTI0oN LoSS) (*FRICTI0oN LoSS) 0 50 100 150 200 250 300 350 gpm 0 300 600 900 1200 1500 gpm 0 190 380 570 760 950 1140 1330 lpm 0 1140 2280 3420 4560 5700 lpm 7.5 15 fps 7.5 12 fps 3" (80mm) 8" (200mm) psi psi 12 Service Flow Rated Flow *UL Rated Flow 12 Service Flow Rated Flow *UL Rated Flow N 10 H 10 H V 8 N 8 6 V 6 PSI DRoP4 4 2 PSI DRoP (*FRICTIoN LoSS) 2 0 (*FRICTIoN LoSS) 0 0 100 200 300 400 500 gpm 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 1520 1900 lpm 0 1900 3800 5700 7600 9500 lpm 7.5 15 fps 7.5 10 fps 4" (100mm) 10" (250mm) psi psi 24 Service Flow Rated Flow *UL Rated Flow 12 Service Flow Rated Flow *UL Rated Flow 20 N 10 N V 16 H 8 H V 12 6 8 4 PSI DRoP 4 PSI DRoP2 (*FRICTI0oN LoSS) (*FRICTIoN LoSS) 0 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 lpm 0 500 1000 1500 2000 2500 3000 3500 gpm 7.5 13 fps 0 1900 3800 5700 7600 9500 11400 13300 lpm 7.5 10 fps NOTICE Inquire with governing authorities for local installation requirements ! WARNING It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. Page 47 of 78 A Watts Water Technologies Company USA: Tel: (978) 689-6066 • Fax: (978) 975-8350 • Watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • Watts.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • Watts.com ES-757DCDA_757NDCDA 1503 © 2015 Watts Page 48 of 78 675-LA/WA 675-LA/WA COVER No. 675-TL-2-332P VAULT No. 675-MLW BASE No. 675-BL OPTIONAL COVER SECTION Non Skid Covers Available FOR DETAILS, SEE REVERSE>>Non Skid Covers Available Items Shown Are Subject To Change Without NoticeFOR DETAILS, SEE REVERSE>> Issue Date: April 2016 22 © 1997-2016 Oldcastle Precast, Inc. ItemsShownAreSubjectToChangeWithoutNotice IssueDate:August 2012 19 Mailing Address Phone: 800-892-1538 Page 49 of 78 PO Box 588 Fax: 253-735-4201 opauburn.com Auburn, WA 98071 Email: opauburn@oldcastle.com 675-LA/WA 675-LA/WA B A A B PLAN VIEW SECTION AA SECTION BB SCALE: 3/8"=1'-0" 22.119.1 © 1997-2016 Oldcastle Precast, Inc. opauburn.com Page 50 of 78 ADS POTABLE GRADE PRESSURE PiPE (PE4710) ADS Potable Grade Pressure Pipe is a leader in today’s water service and landscape irrigation markets. Its flexibility and durability distinguish it from the competition and make it ideal for a variety of applications. ADS Potable Grade Pressure Pipe is strong and resistant to many common causes of damage such as vibrations, surface loads and pressure surges. ApplicAtionS: Landscape & Agricultural Irrigation Systems Residential & Commercial Water Service Pipe Well/Pump Water Systems Slurry Pipelines FeAtureS: • Certified to meet NSF 14/61 standard • Durable plastic material stands the test of time • Flexibility makes it ideal for a variety of projects • Strength withstands weather and the human element • Incremental footage markers printed every 2 feet throughout each coil length • Light weight • Chemically resistant BeneFitS: • Resistant to rot or corrosion • Fast and easy to install • Easy installation provides cost-efficiency • Flexible lengths can be installed in uneven terrain • Available in many lengths ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more. THE MOST ADVANCED NAME IN WATER MANAGEMENT SYSTEMS TM Page 51 of 78 ADS potABle WAter SerVice pipe (ipS) pipe SpeciFicAtionS Scope This specification describes ADS Potable Water Service Pipe (IPS) pipe SIDR 19, SIDR 15, SIDR 11.5, SIDR 9, and SIDR 7 for use in potable water service applications. pipe requirementS ADS potable water service pipe shall meet the requirements of ASTM D2239, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Iron Pipe Size (IPS) standards. mAteriAl propertieS Pipe material shall be high-density polyethylene conforming to the minimum requirements of cell classification 445574C as defined and described in ASTM D3350, except that carbon black content should not exceed 3.0%. The resin shall have a material designation code of PE4710 by the Plastic Pipe Institute. DiSinFection/mAintenAnce The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. inStAllAtion Installation is similar to other flexible pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. pipe propertieS SIDR 19 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.060 +0.02 0.060 +0.02 0.073 +0.02 0.085 +0.02 0.109 +0.020 (mm) (1.5 +0.51) (1.5 +0.51) (1.5 +0.51) (1.9 +0.51) (2.2 +0.51) (2.8 +0.51) Pressure Rating 100 100 100 100 100 100 @ 73º F, psi (kPa) (689) (689) (689) (689) (689) (689) Weight 28 ±2 38 ±2 47 ±2 80 ±3 96 ±3 190 ±5 gm/ft (gm/m) (92 ±7) (125 ±7) (154 ±7) (262 ±10) (315 ±10) (623 ±16) SIDR 15 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.060 +0.02 0.070 +0.02 0.092 +0.02 0.107 +0.02 0.138 +0.02 (mm) (1.5 +0.51) (1.5 +0.51) (1.8 +0.51) (2.3 +0.51) (2.7 +0.51) (3.5 +0.51) Pressure Rating 125 125 125 125 125 125 @ 73º F, psi (kPa) (862) (862) (862) (862) (862) (862) Weight 30 ±2 39 ±2 56 ±2 97 ±3 129 ±3 200 ±5 gm/ft (gm/m) (98 ±7) (128 ±7) (184 ±7) (318 ±10) (423 ±10) (656 ±16) SIDR 11.5 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.381) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.060 +0.02 0.072 +0.02 0.091 +0.02 0.120 +0.02 0.140 +0.02 0.180 +0.02 (mm) (1.5 +0.51) (1.8 +0.51) (2.3 +0.51) (3.0 +0.51) (3.6 +0.51) (4.6 +0.51) Pressure Rating 160 160 160 160 160 160 @ 73º F, psi (kPa) (1103) (1103) (1103) (1103) (1103) (1103) Weight 30 ±2 50 ±2 72 ±2 125 ±3 146 ±3 248 ±5 gm/ft (gm/m) (98 ±7) (164 ±7) (236 ±7) (410 ±10) (479 ±10) (814 ±16) SIDR 9 PE 4710 IPS ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.069 +0.02 0.092 +0.02 0.117 +0.02 0.153 +0.02 0.179 +0.02 0.230 +0.028 (mm) (1.8 +0.51) (2.3 +0.51) (3.0 +0.51) (3.9 +0.51) (4.5 +0.51) (5.8 +0.71) Pressure Rating 200 200 200 200 200 200 @ 73º F, psi (kPa) (1379) (1379) (1379) (1379) (1379) (1379) Weight 32 ±2 53 ±2 88 ±3 155 ±3 185 ±5 330 ±5 gm/ft (gm/m) (105 ±7) (174 ±7) (289 ±10) (509 ±10) (607 ±16) (1083 ±16) *Additional SIDRs may be available. SIDR 7 PE 4710 IPS Contact an ADS Representative for ½†¾†1†1 ¼†1 ½†2 Inside Diameter 0.622 ±0.01 0.824 ±0.015 1.049 ±0.02 1.380 ±0.02 1.610 ±0.02 2.067 ±0.02 regional availability. (mm) (15.8 ±0.25) (20.9 ±0.38) (26.6 ±0.51) (35.1 ±0.51) (40.9 ±0.51) (52.5 ±0.51) Wall Thickness 0.089 +0.02 0.118 +0.02 0.150 +0.02 0.197 +0.02 0.230 +0.03 0.295 +0.035 (mm) (2.3 +0.51) (3.0 +0.51) (3.8 +0.51) (5.0 +0.51) (5.8 +0.71) (7.5 +0.89) Pressure Rating 250 250 250 250 250 250 For more information on Potable Grade @ 73º F, psi (kPa) (1724) (1724) (1724) (1724) (1724) (1724) Pressure Pipe and other ADS products, Weight 38 ±2 71 ±2 116 ±3 210 ±5 227 ±5 448 ±8 please contact our Customer Service gm/ft (gm/m) (125 ±7) (233 ±7) (381 ±10) (689 ±16) (745 ±16) (1470 ±26) Representatives at 1-800-821-6710 THE MOST ADVANCED NAME IN WATER MANAGEMENT SYSTEMS TM Advanced Drainage Systems, Inc. 4640 Trueman Blvd., Hilliard, OH 43026 ADS “Terms and Conditions of Sale†are available on the ADS website, www.ads-pipe.com 1-800-821-6710 www.ads-pipe.com The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Page 52 of 78 © 2015 Advanced Drainage Systems, Inc. (AD050115) #10965 03/15 Page 53 of 78 Page 54 of 78 Page 55 of 78 Page 56 of 78 SUBMITTAL INFORMATION MWWP 175 MAX 180°F RD D R FO 1 80 Series Coppersetter - (VBH87-5HB-11-77-NL style) FORD FLANGED ANGLE BALL VALVE BY FLANGED ANGLE CHECK VALVE WITH HIGH BY-PASS (2" METER) FEMALE IRON PIPE THREAD VERTICAL INLET AND OUTLET Flanged Angle Ball Valve Flanged Angle Check Valve 7-1/4" 17" Meter Spacing MWWP 175 MAX 180°F 4-3/4" 6-3/4" RD FORD FORD 1 FORD High Bypass Ball Valve 1" FIP Inlet Copper Tube FIP Outlet SERVICE LINE CONNECTION APPROX. ✓ SUBMITTED CATALOG NUMBER FIP INLET FIP OUTLET WT. LBS. ITEM(S) 2" 2" 27.0 VBH87-5HB-11-77-NL FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters “NL†cast into the main body for lead-free identiï¬ cation • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Constructed with Type K copper and conforms to ASTM B88, UNS C12200 • All Ford Meter Setters are assembled with lead-free solder • Meter support brackets are standard • Padlock wing is standard on all angle meter ball valves or key valves The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 08/04/14 Page 57 of 78 SUBMITTAL INFORMATION Iron Service Saddles - (FC202-xxx-TAP-I style) FC202 EPOXY COATED DOUBLE BAND IRON SERVICE SADDLES Threads - CC or IP per AWWA C800 Finish: Approximately 12 mils of fusion epoxy coating Coated stainless steel nuts Nylon washers (both sides) EPDM Gasket Stainless steel bolts Closed Lug Stainless steel band width Stainless Stainless steel band steel washers 3-1/4" (3/4" and 1" taps) (Open lug side) 4" (1-1/4" through 2" taps) NOM. PIPE O.D. APPROX. CATALOG ✓ SUBMITTED SIZE RANGE WT. LBS. NUMBER ITEM(S) OUTLET TAP CODE 2" *2.35 - 2.50 2.8 FC202-250-TAP-I CC (AWWA) THREAD 2-1/2" *2.75 - 2.90 2.8 FC202-290-TAP-I THREAD CODE NUMBER ✓ SUBMITTED ITEM(S) **3.46 - 3.80 4.8 FC202-380-TAP-I 3/4" CC CC3 3" **3.80 - 4.25 5.5 FC202-425-TAP-I 1" CC CC4 4" **4.26 - 4.80 5.4 FC202-480-TAP-I 1-1/4" CC ∆ CC5 **4.74 - 5.26 5.4 FC202-526-TAP-I 1-1/2" CC CC6 5.94 - 6.69 5.7 FC202-669-TAP-I 2" CC CC7 6" 6.63 - 6.90 5.7 FC202-690-TAP-I 6.84 - 7.60 6.7 FC202-760-TAP-I IP THREAD *7.93 - 8.71 6.8 FC202-871-TAP-I THREAD CODE NUMBER ✓ SUBMITTED ITEM(S) 8" 8.63 - 9.05 8.2 FC202-905-TAP-I 3/4" IP IP3 8.99 - 9.79 8.4 FC202-979-TAP-I 1" IP IP4 10.00 - 10.75 9.4 FC202-1075-TAP-I 1-1/4" IP ∆ IP5 10" 10.75 - 11.10 9.0 FC202-1110-TAP-I 1-1/2" IP IP6 11.10 - 12.12 10.8 FC202-1212-TAP-I 12.00 - 12.75 11.0 FC202-1275-TAP-I 2" IP IP7 12" 12.75 - 13.20 9.0 FC202-1320-TAP-I 2-1/2" IP IP8 13.20 - 14.38 12.8 FC202-1438-TAP-I ∆ Contact factory for availability I = Imported casting * Saddles for this pipe range are only available with 3/4" and 1" taps ** Saddles for this pipe range are not available with 2" CC (CC7) or 2-1/2" IP (IP8) taps. FEATURES • Body made of high strength ductile iron per ASTM A536 • Double wide band and 5/8" UNC threaded bolts of 18-8 type 304 stainless steel 1/2" bolts are furnished on saddles 3" and smaller • Gasket is EPDM rubber, ASTM D2000 • Finish on saddle body is fusion epoxy coat approximately 12 mils thick • UL Classified to ANSI/NSF Standard 61 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 10/15/15 Page 58 of 78 ROMAC INDUSTRIES, INC. RESTRAINED FLANGED COUPLING ADAPTER FOR STEEL AND DUCTILE IRON PIPE 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Restrained Flanged Coupling Adapter is used to connect plain end IPS sizes steel pipe (minimum thickness STD weight class pipe) or ductile iron pipe to a flanged pipe or fitting. It provides flexibility before and after installation, and a RomaGrip wedge style restrainer provides restraint for the plain end pipe. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25 can be expected in restraints under 16â€. For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland and Flange Body Ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gaskets Gasket is made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Flange gasket is O ring style and is made of Nitrile Butadiene Rubber (NBR) in accordance with ASTM D 2000. Other compounds available for petroleum, chemical, or high temperature service on request. Restraining Bolt 7/8 –9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermal plastic. T-bolts and Nuts High strength low alloy steel T-head bolt. National coarse rolled thread and heavy hex nut. Steel meets AWWA C111 composition specifications. Stainless steel bolts and nuts available on request. Coatings Shop coat applied to cast parts for corrosion protection in transit. Fusion bonded epoxy, RomaGrip Romabond polyester available on request. FLANGE Compatible with ANSI Class 125 and 150 bolt circles. AWWA C219 Romac couplings meet the specifications set forth in the AWWA Standard C219 coupling spec. FM Approved FM approved for cast iron and ductile iron pipe. PERFORMANCE Nominal Max. Joint Pipe Size Pressure Rating (psi) Deflection Pipe Insertion (inches) (inches) Working Test (º) Minimum Maximum Δ 3 275 412 2.0 2.0 4.5 2.5 4 275 412 3.5 2.0 5.0 3.0 6 275 412 3.5 2.0 5.5 3.5 8 275 412 3.3 2.0 5.5 3.5 10 275 412 3.0 2.0 6.3 4.3 12 275 412 3.0 2.0 6.3 4.3 SIZES AND RANGES See Catalog. Document Number 20-8-0018 3/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Page 59 of 78 Page 60 of 78 Page 61 of 78 CERTIFICATE OF CONFORMANCE PRODUCTS SOLD BY SMITH-COOPER INTERNATIONAL, LLC ARE MANUFACTURED, CERTIFIED AND SUPPLIED IN ACCORDANCE WITH THE FOLLOWING NATIONALLY RECOGNIZED SPECIFICATIONS AND STANDARDS: CAST IRON FLANGED FITTINGS, CLASS 125 & 250 Grey Iron Castings conform to ASTM A126 and ASTM A48 Flanged Fitting Dimensions conform to ASME B16.1 and ANSI/AWWA C110/A21.10 CLASS 125 is UL LISTED through 12†Manufacturing Facility is ISO 9001:2008 CAST IRON FLANGES, CLASS 125 & 250 Grey Iron Castings conform to ASTM A126 and ASTM A48 Flange Dimensions conform to ASME B16.1 Flange faces are serrated per MSS SP-6, Class 250 flanges are raised face Hot-Dipped Galvanized Flanges conform to ASTM A153 Flange Threads conform to ASME B1.20.1 Manufacturing Facility is ISO 9001:2008 CAST IRON THREADED FITTINGS Grey Iron Castings conform to ASTM A126 Cast Iron Fitting Dimensions conform to ASME B16.4 Class 125 NPT Threads on fittings conform to ASME B1.20.1 Cast Iron Threaded Fittings are UL LISTED and FM APPROVED at 300psi Manufacturing Facility is ISO 9001:2008 and ISO 14001 Cast Iron Fittings have SCI Trademark and are 100% Air Tested DUCTILE IRON THREADED FITTINGS Ductile Iron Castings conform to ASTM A536 Ductile Iron Fitting Dimensions conform to ASME B16.3, Class 150 Ductile Iron Bushings and Plugs conform to ASME B16.14 NPT Threads on all fittings conform to ASME B1.20.1 Ductile Iron Threaded Fittings are UL LISTED and FM APPROVED at 500psi Ductile Iron Threaded Fittings are steam rated at 300psi saturated steam Manufacturing Facility is ISO 9001:2008 and ISO 14001 Ductile Iron Fittings have SCI Trademark and are 100% Air Tested MALLEABLE IRON THREADED FITTINGS, CLASS 150 & 300 Malleable Castings conform to ASTM A197 Hot-Dipped Galvanized Fittings conform to ASTM A153 Malleable Fitting Dimensions conform to ASME B16.3 Malleable Bushings, Plugs and Locknuts conform to ASME B16.14 Malleable Unions conform to ASME B16.39 NPT Threads on all fittings conform to ASME B1.20.1 Class 150 fittings are UL listed and FM approved at 300psi Class 300 fittings are UL listed Manufacturing Facility is ISO 9001:2008 and ISO 14001 CHINA fittings have SCI Trademark and are 100% Air Tested *Galvanized Fittings are approved to ANSI/NSF 61-4 Annex G and CA AB1953 (<0.25% Lead) Page 62 of 78 CERTIFICATE OF CONFORMANCE Page 2 GROOVED COUPLINGS AND FITTINGS Grooved Coupling Housing and Fitting material conform to ASTM A536 Groove dimensions conform to AWWA C606 Grooved Coupling Bolts conform to ASTM A183 Galvanized Couplings and Fittings conform to ASTM A153 Manufacturing Facility is ISO 9001:2008 MERCHANT STEEL STANDARD AND RECESSED COUPLINGS & FITTINGS Merchant Coupling dimensions and materials conform to ASTM A865 Merchant Coupling threads conform to ASME B1.20.1, Standard Couplings from 1/8 to 2 are NPSC (Straight Threads), 2-1/2 and larger are NPT (Tapered) Recessed Couplings are API 5L style for extra heavy pipe, all sizes have NPT threads Merchant Steel bushings and plugs conform to ASME B16.14 Manufacturing Facility is ISO 9001:2008 FORGED STEEL FITTINGS & OUTLETS Forged Steel Fitting Material conforms to ASME SA105N, NORMALIZED Forged Steel Fitting Dimensions conform to ASME B16.11 NPT threads on Forged Steel Fittings conform to ASME B1.20.1 Forged Steel Socket Weld Inserts conform to MSS-SP-79 Forged Steel Unions conform to MSS-SP-83 Forged Steel Outlet Fittings conform to MSS-SP-97 Manufacturing Facility is ISO 9001:2008 STEEL WELDED NIPPLES SCH 40 & SCH 80 Black and Hot-Dipped Galvanized Steel Pipe used conforms to ASTM A53 Welded Steel Nipples conform to ASTM A733 NPT threads on nipples conform to ASME B1.20.1 Manufacturing Facility is ISO 9001:2008 and ISO 14001 Import Nipples have SCI Trademark and tracking number Domestic Nipples available upon request *Galvanized Nipples are approved to ANSI/NSF 61-4 Annex G and CA AB1953 (<0.25% Lead) STEEL SEAMLESS NIPPLES SCH 40, SCH 80 & XXH Seamless Steel Pipe used conforms to ASTM A106 Grade B and ASTM A530 Seamless Steel Nipples conform to ASTM A733 NPT threads on nipples conform to ASME B1.20.1 Manufacturing Facility is ISO 9001:2008 and ISO 14001 Import Nipples have SCI Trademark and heat number Domestic Nipples available upon request BRONZE THREADED FITTINGS CLASS 125 & 250 (THAILAND and CHINA) Bronze Fittings conform to AWWA C800 Bronze Castings conform to ASTM B584, ASTM B62, UNS Alloy C83600 Bronze Fitting Dimensions conform to ASME B16.15 NPT Threads on all fittings conform to ASME B1.20.1 Bronze Unions conform to specification A-A-59617 Manufacturing Facilities are ISO 9001:2008 CHINA fittings have SCI Trademark and are 100% Air Tested “NO LEAD†BRONZE THREADED FITTINGS CLASS 125 Bronze Fittings conform to AWWA C800 Bronze Castings conform to ASTM B584, UNS Alloy C89836 Bronze Fitting Dimensions conform to ASME B16.15 NPT Threads on all fittings conform to ASME B1.20.1 Bronze Unions conform to specification A-A-59617 Manufacturing Facilities are ISO 9001:2008 Fittings have SCI Trademark and are 100% Air Tested *Approved to ANSI/NSF 61-4 Annex G and California AB 1953 (<0.25% Lead) Page 63 of 78 CERTIFICATE OF CONFORMANCE Page 3 BRONZE FLANGES CLASS 150 (THAILAND and CHINA) Bronze Castings conform to ASTM B584, ASTM B62, UNS Alloy C83600 Bronze Flange Dimensions conform to ASME B16.24 NPT Threads on all flanges conform to ASME B1.20.1 Manufacturing Facilities are ISO 9001:2008 SEAMLESS RED BRASS NIPPLES (Schedule 40) Seamless Brass pipe conforms to ASTM B43, UNS Alloy C23000 Seamless Brass Nipples conform to ASTM B687 NPT threads on nipples conform to ASME B1.20.1 *Approved to CA 1953 (<0.25% Lead) STAINLESS STEEL THREADED FITTINGS, TYPE 304 & 316, CLASS 150 & 1000 Stainless Castings conform to ASTM A351 Stainless Wrought Fittings conform to ASTM A182, Barstock to ASTM A479 Stainless Fitting Dimensions conform to MSS SP-114 (except Wall & Bands) NPT Threads conform to ASME B1.20.1 Stainless Fittings have SCI Trademark Manufacturing Facility is ISO 9001:2008 STAINLESS STEEL FORGED FITTINGS & OUTLETS, TYPE 304 & 316 Forged Stainless Steel Material conforms to ASME A182 Forged Stainless Steel Fitting Dimensions conform to ASME B16.11 NPT Threads conform to ASME B1.20.1 Socket Fittings conform to ASME B16.11 Forged Stainless Union conform to MSS SP-83 Forged Stainless Outlets conform to MSS SP-97 Forged Stainless SW Inserts conform to MSS SP-79 Manufacturing Facility is ISO 9001:2008 STAINLESS STEEL FORGED FLANGES, TYPE 304 & 316, ALL CLASSES Forged Stainless Steel Material conforms to ASME A182 Forged Stainless Steel Flange Dimensions conform to ASME B16.5 NPT Threads conform to ASME B1.20.1 Manufacturing Facility is ISO 9001:2008 STAINLESS STEEL MSS CAST FLANGES, TYPE 304 & 316, CLASS 150LW Cast Stainless Steel Material conforms to ASME A351 Flange Dimensions conform to MSS SP-51 NPT Threads conform to ASME B1.20.1 Manufacturing Facility is ISO 9001:2008 STAINLESS STEEL PLATE FLANGES, TYPE 304 & 316 Plate Stainless Steel Flange Dimensions conform to ASME B16.5 Class 150 Plate Stainless Steel Flanges made from ASTM A240 Plate or cast in conformance with ASTM A351 STAINLESS STEEL WELD FITTINGS, TYPE 304 & 316, ALL SCHEDULES Stainless Weld Fittings conform to ASTM A403, ASTM A960, MSS SP-43; (ASTM A774 available on request) Stainless Weld Fitting Dimensions conform to ASTM B16.9 (except Wall) and MSS SP-43 Stainless Weld Fittings have SCI Logo Manufacturing Facility is ISO 9001:2008 STAINLESS STEEL INSTRUMENTATION (COMPRESSION) FITTINGS Fittings meet ASME B31.1, ASME B31.3, ASME Section VIII Fitting wall thickness conforms to SAE-J-514 NPT pipe threads conform to ASME B1.20.1 Fitting materials conform to ASTM A-276 (Barstock) or ASTM A-182 (Forgings) Page 64 of 78 CERTIFICATE OF CONFORMANCE Page 4 STAINLESS STEEL PIPE, WELDED & SEAMLESS, TYPE 304 & 316, ALL SCHEDULES Welded & Seamless Pipe material conforms to ASTM A312, ASTM A999; (ASTM A778 available on request) Stainless Pipe Dimensions conform to ASTM A999, ASME B36.19, ASME B36.10 Manufacturing Facility is ISO 9001:2008 STAINLESS STEEL NIPPLES, WELDED & SEAMLESS, TYPE 304 & 316, ALL SCHEDULES Stainless Steel Nipple Material conforms to ASTM A312 Stainless Steel Nipple Dimensions conform to ASTM A733 and ASME B36.19 NPT Threads on Stainless Nipples conform to ASME B1.20.1 Manufacturing Facility is ISO 9001:2008 STAINLESS STEEL TUBING, WELDED & SEAMLESS, TYPE 304 & 316 Stainless Steel tubing dimensions and materials conform to ASTM A269 and ASTM A249 Mark Martelle Mark Martelle Product Engineer Revision : 10/10/13 Page 65 of 78 ES-LF007 For Non-Health Hazard Applications Job Name ––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location ––––––––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Engineer ––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. –––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative –––––––––––––––––––––––––––––––––––––––– LEAD FREE* Series LF007 Double Check Valve Assemblies Sizes: 1â„2" – 3" (15 – 80mm) Series LF007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backflow of polluted water into the potable water supply. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. 3â„4" (20mm) LF007M3QT The LF007 features Lead Free* construction to comply with Lead Free* installation requirements. Check with local authority having jurisdiction regarding vertical Test Cocks orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Features • Ease of maintenance — only one cover • Top entry • Replaceable seats and seat discs • Modular construction First Check Second Check • Compact design Module Assembly Module Assembly • Lead Free* cast copper silicon alloy body construction — 1â„2" – 2" (15 – 50mm) The LF007 Series features a modular design concept which facilitates • Fused epoxy coated cast iron body — 21â„2" – 3" (65 – 80mm) complete maintenance and assembly by retaining the spring load. • Top mounted Lead Free* ball valve test cocks • Low pressure drop • No special tools required for servicing Now Available • 1â„2" – 1" (15 – 25mm) have tee handles WattsBox Insulated Enclosures. For more information, send for literature ES-WB. Specifications A Double Check Valve Assembly shall be installed at each noted NOTICE location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check Inquire with governing authorities for local installation requirements module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover NOTICE secured with stainless steel bolts. The Double Check Valve Assemblies shall be constructed using Lead Free* cast copper The information contained herein is not intended to replace the full product installation and safety information available or the experience silicon alloy. Lead Free* Double Check Valve Assemblies shall of a trained product installer. You are required to thoroughly read comply with state codes and standards, where applicable, requir- all installation instructions and product safety information before ing reduced lead content. The assembly shall also include two beginning the installation of this product. resilient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University *The wetted surface of this product contacted by consumable of Southern California. Assembly shall be a Watts Series LF007. water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Page 66 of 78 Pressure — Temperature Models 1â„2" – 2" (15 – 50mm) Sizes: Temperature Range: 33°F – 180°F (0.5°C – 82°C). 1â„2" – 2" (15 – 50mm) Maximum Working Pressure: 175psi (12.1 bar). Suffix: 21â„2" – 3" (65 – 80mm) S – copper silicon alloy strainer Temperature Range: 33ËšF – 110°F (0.5ËšC – 43°C) continuous, LF – without shutoff valves 140°F (60°C) intermittent. W/Press** – press inlet x press outlet (1â„2" - 2" only) Maximum Working Pressure: 175psi (12.1 bar). Prefix: U – Union connections Standards 21â„2" – 3" (65 – 80mm) ASSE Std. 1015, AWWA Std. C510 Suffix: IAPMO PS31, CSA B64.5 NRS – non-rising stem resilient seated gate valves Approvals OSY – UL/FM outside stem and yoke resilient seated gate valves †ASSE, AWWA, IAPMO, CSA, UPC LF – without shutoff valves s Approved by the Foundation for Cross-Connection Control and QT-FDA – FDA epoxy coated quarter-turn ball valves Hydraulic Research at the University of Southern California. • Models with suffix LF and S are not listed. ** Viega ProPress® connections are optional factory-installed u UL Classified (without shutoff valves only) 3â„4" – 2" fitting on each end of the approved/certified assembly. (20 – 50mm) (except 007M3LF) u UL Classified with OSY gate valves (21â„2" and 3" horizontal only.) â–¼ 1â„2" - 2" models Lead Free* with strainer Horizontal and vertical “flow up" approval on all sizes As A C B Bs D F R T Subscript ‘S’ = strainer model Dimensions – Weights MODEL SIZE (DN) DIMENSIONS WEIGHT A B C D F G R T in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. †sâ–¼ LF007QT 1â„2 15 10 254 45â„8 117 27â„16 62 — — 5 127 33â„8 85 25â„16 59 21â„16 52 4.5 2 †sâ–¼ LF007M3QT 3â„4 20 111â„8 282 4 102 31â„8 79 — — 63â„16 157 37â„16 87 21â„8 54 15â„16 33 5 2.3 †sâ–¼ LF007M1QT 1 25 131â„4 337 51â„8 130 4 102 — — 71â„2 191 33â„8 85 111â„16 43 111â„16 43 12 5.4 †sâ–¼ LF007M2QT 11â„4 32 163â„8 416 5 127 35â„16 84 — — 91â„2 241 5 127 3 76 2 50 15 6.8 †sâ–¼ LF007M2QT 11â„2 40 163â„4 425 47â„8 124 31â„2 89 — — 93â„4 248 513â„16 148 31â„8 79 211â„16 68 15.9 7.2 †sâ–¼ LF007M1QT 2 50 191â„2 495 61â„4 159 4 102 — — 133â„8 340 61â„8 156 37â„16 87 211â„16 68 25.7 11.7 •▼ LF007QT-S 1â„2 15 13 330 6 152 27â„16 62 3 76 5 127 33â„8 85 25â„16 59 21â„16 52 5.5 2.5 •▼ LF007M3QT-S 3â„4 20 141â„2 368 61â„8 156 31â„8 79 3 76 63â„16 157 37â„16 87 21â„8 54 15â„16 33 6.7 3.1 •▼ LF007M1QT-S 1 25 1715â„16 157 73â„4 197 4 102 31â„4 83 71â„2 191 33â„8 85 111â„16 43 111â„16 43 14 6.4 •▼ LF007M2QT-S 11â„4 32 211â„2 546 71â„16 179 35â„16 84 31â„2 83 91â„2 241 5 127 3 76 2 50 19 8.6 •▼ LF007M2QT-S 11â„2 40 213â„4 552 71â„16 179 31â„2 89 33â„4 95 93â„4 248 513â„16 148 31â„8 79 211â„16 68 19.6 8.9 •▼ LF007M1QT-S 2 50 253â„4 654 83â„4 222 4 102 4 102 133â„8 340 61â„8 156 37â„16 87 211â„16 68 33.5 15.2 Page 67 of 78 Dimensions – Weights Sizes: 21â„2" – 3" (65 – 80mm) C (open) 9" (229mm) 45â„16" (109mm) N E1 E R M A Strainer Dimensions MODEL SIZE (DN) DIMENSIONS WEIGHT A B E, E1 R SIZE WEIGHT in. mm in. mm in. mm in. mm in. mm lbs. kgs. M N LF007QT-FDA 21/2 65 331/8 841 63/8 162 91â„16 230 83/4 222 155 70 in. mm in. mm in. mm lbs. kgs. s LF007-NRS 21/2 65 331/8 841 93/8 238 91â„16 230 83/4 222 155 70 21â„2 65 10 254 61â„2 165 28 13 su LF007-OSY 21/2 65 331/8 841 163/8 416 91â„16 230 83/4 222 158 72 3 80 101â„8 267 7 178 34 15 LF007-QT-FDA 3 80 341/4 870 63/8 162 91â„16 230 83/4 222 155 70 s LF007-NRS 3 80 341/4 870 101/4 260 91â„16 230 83/4 222 185 84 su LF007-OSY 3 80 341/4 870 187â„8 479 91â„16 230 83/4 222 185 84 1" LFU007M1QT Union Tailpiece Union Tailpiece Union Nut Union Nut A Sizes: 1â„2" – 2" (15 – 50mm) MODEL SIZE(DN) DIMENSIONS A in. mm in. mm LFU007QT 1â„2 15 1213â„16 326 LFU007M2QT 3â„4 20 1313â„16 350 LFU007M2QT 1 25 165â„8 422 LFU007M2QT 11â„4 32 203â„4 527 LFU007M2QT 11â„2 40 211â„2 546 LFU007M1QT 2 50 241â„2 622 Page 68 of 78 Capacity As compiled from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. ††Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) ** UL rated flow 1â„2" (15mm) 11â„2" (40mm) bars psi ††bars psi ††.8 12 .8 12 .7 10 .7 10 .5 8 .5 8 .4 6 .4 6 .3 4 .3 4 Pressure Drop.1 2 .1 2 0 0 Pressure Drop0 0 0 2 4 6 8 10 12 gpm 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 7.6 15.2 22.8 30.4 38 45.6 lpm 0 38 76 114 152 190 228 66 304 342 380 418 456 lpm 5 7.5 10 fps 5 7.5 10 15 fps 1.5 2.5 3.0 mps 1.5 2.5 3.0 4.5 mps Flow Flow 3â„4" (20mm) 2" (50mm) bars psi ††1.5 22 bars psi ††.8 12 1.2 18 .7 10 .5 8 .96 14 .4 6 .3 4 .69 10 Pressure Drop.1 2 0 0 Pressure Drop.41 6 0 25 50 75 100 125 150 175 200 gpm 0 95 190 285 380 475 570 665 760 lpm .14 2 5 7.5 10 15 fps 0 5 10 15 20 25 30 35 40 45 50 gpm 1.5 2.3 3.0 4.6 mps 0 19 38 57 76 95 114 133 152 171 190 lpm Flow 7.5 15 lps 2.3 4.6 mps Flow 1 2 â„2" (65mm) 1" (25mm) bars psi ††** .7 10 bars psi ††1.1 16 .5 8 .8 12 .4 6 .7 10 .3 4 .5 8 .4 6 Pressure Drop.1 2 .3 4 0 0 Pressure Drop.1 2 0 25 50 75 100 125 150 175 200 225 250 gpm 0 95 190 285 380 475 570 665 760 855 950 lpm 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 5 7.5 10 15 fps 0 19 38 57 76 95 114 133 152 171 190 209 228 lpm 1.5 2.3 3.0 4.6 mps 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Flow 3" (80mm) 11â„4" (32mm) bars psi ††bars psi ††.7 10 ** 1 14 .5 8 .8 12 .4 6 .7 10 .3 4 .5 8 .1 2 .4 6 Pressure Drop0 0 .3 4 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm Pressure Drop.1 2 0 95 190 285 380 475 570 665 760 855 950 1045 1140 1235 lpm 0 0 5 7.5 10 fps 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 1.5 2.3 3.0 mps 0 38 76 114 152 190 228 266 304 342 380 418 456 lpm Flow 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com ES-LF007 1808 © 2018 Watts Page 69 of 78 PVC Irrigation & Plumbing Pipe The Right Pipe for Many Uses Irrigation & Plumbing Products w w w. p w e a g l e i n c . c o m Page 70 of 78 Gasketed PVC PW Eagle’s gasketed PVC pipe is a pressure-rated Average Approx. Minimum Nominal Approx. pipe designed specifically for irrigation. Available in Pipe Category SDR Outside Inside Wall Weight Diameter Diameter Thickness diameters from 11â„2" to 24", it is most often used Size (lbs/100') (inches) (inches) (inches) for distribution mains from which smaller lines are 160 IPS 26 1.900 1.74 0.073 28 fed. 11â„2 200 IPS 21 1.900 1.70 0.090 44 The gasketed bell system provides the simplest, 160 IPS 26 2.375 2.18 0.091 44 easiest, and fastest installation available in any pipe 2 200 IPS 21 2.375 2.13 0.113 54 providing a similar high quality performance. 160 IPS 26 2.875 2.64 0.110 64 Gaskets are installed at the factory and all that is 21â„2 necessary to complete a water-tight, permanent 200 IPS 21 2.875 2.58 0.137 79 connection is to lubricate the plain end and insert it 125 IPS 32.5 3.500 3.26 0.108 77 into the bell in accordance with PW Eagle’s instal- 3 160 IPS 26 3.500 3.21 0.135 96 lation instructions. 200 IPS 21 3.500 3.14 0.167 120 Once the trench and bedding are prepared, a 100 IPS 41 4.500 4.26 0.110 100 PW Eagle gasketed pipe system can be installed 125 IPS 32.5 4.500 4.20 0.138 130 4 at a rapid pace. The gasketed joint is designed to 160 IPS 26 4.500 4.13 0.173 160 provide a positive leak-free seal under a wide 200 IPS 21 4.500 4.04 0.214 190 variety of temperature and pressure conditions, 100 IPS 41 5.563 5.27 0.136 160 ranging from vacuum to the rated pressure. 5 125 IPS 32.5 5.563 5.19 0.171 200 PIP Pipe 160 IPS 26 5.563 5.10 0.214 240 Standards 63 IPS 64 6.625 6.40 0.104 140 PVC Material: ASTM D 1784, cell class 12454 100 IPS 41 6.625 6.27 0.162 220 Pipe Design: ASTM D 2241 (15" – 24" except 125 IPS 32.5 6.625 6.18 0.204 280 SDR 64); SCS 430 DD (6" – 15" SDR 64); 160 IPS 26 6.625 6.07 0.255 340 ASAE S376.1 (except SDR 64, SDR 26, and 6 200 IPS 21 6.625 5.94 0.316 410 6" – 15" SDR 32.5) 80 PIP 51 6.140 5.88 0.120 150 Gasket: ASTM F 477 100 PIP 41 6.140 5.81 0.150 190 End finish: integral gasketed bell one end (gasket factory installed) 125 PIP 32.5 6.140 5.73 0.189 240 Length: 20-foot laying length 63 IPS 64 8.625 8.33 0.135 240 100 IPS 41 8.625 8.17 0.210 380 IPS Pipe 125 IPS 32.5 8.625 8.05 0.265 470 Standards 160 IPS 26 8.625 7.91 0.332 580 PVC Material: ASTM D 1784, cell class 12454 8 200 IPS 21 8.625 7.74 0.410 720 Pipe Design: ASTM D 2241 Gasket: ASTM F 477 80 PIP 51 8.160 7.81 0.160 270 End finish: integral gasketed bell one end (gasket 100 PIP 41 8.160 7.73 0.199 340 factory installed) 125 PIP 32.5 8.160 7.62 0.251 420 Length: 20-foot laying length Certification: All IPS pipe is certified to ANSI/NSF Standard 61 for potability. Design Note: Variables such as water velocity in the pipe, air entrapment, frequent pump cycling, water ham- mer or excessive operating pressures can have an adverse effect on any PVC pipe’s life expectancy. If you have any questions about design or the effects of these factors, contact our Technical Department at (800) 347-0200. Page 71 of 78 Gasketed PVC Solvent Weld PVC Average Approx. Minimum PW Eagle’s solvent-weld PVC pipe is Nominal Approx. Pipe Category SDR Outside Inside Wall Weight manufactured in diameters from 1â„2" to 20" in a Diameter Diameter Thickness Size (lbs/100') wide range of pressure ratings. It provides the (inches) (inches) (inches) most economy available in high performance 63 IPS 64 10.750 10.39 0.168 380 PVC irrigation systems. 100 IPS 41 10.750 10.18 0.262 590 125 IPS 32.5 10.750 10.04 0.331 740 Our pipe can be easily tailored on the job with 160 IPS 26 10.750 9.86 0.413 910 ordinary hand tools. This allows you to cut it 10 at any point to make connections or install 200 IPS 21 10.750 9.65 0.511 1120 sprinklers. The 20-foot lengths reduce the 80 PIP 51 10.200 9.77 0.200 430 number of joints required as well as the 100 PIP 41 10.200 9.66 0.249 530 installation time. 125 PIP 32.5 10.200 9.52 0.314 660 PW Eagle’s solvent weld bell joints are 63 IPS 64 12.750 12.32 0.199 530 precision manufactured so that a proper 100 IPS 41 12.750 12.08 0.311 830 installation produces a pressure-tight, non- 125 IPS 32.5 12.750 11.91 0.392 1040 leak, permanently sealed joint. 12 160 IPS 26 12.750 11.70 0.490 1280 200 IPS 21 12.750 11.45 0.606 1570 100-Foot Head Pipe Standards 80 PIP 51 12.240 11.72 0.240 610 PVC Material: ASTM D 1784, cell class 12454 100 PIP 41 12.240 11.60 0.299 760 Pipe Design: ASAE S376.1 125 PIP 32.5 12.240 11.43 0.377 950 End finish: integral solvent-cement bell one 63 PIP 64 15.300 14.78 0.239 770 end 80 PIP 51 15.300 14.65 0.300 960 Length 15 100 PIP 41 15.300 14.50 0.373 1190 All sizes: 20-foot overall length 125 PIP 32.5 15.300 14.29 0.471 1490 12" and 15" sizes: 40-foot overall length 160 PIP 26 15.300 14.04 0.588 1780 OD type 6" – 15" sizes: PIP OD 63 PIP 64 18.701 18.07 0.292 1160 18" and 20" sizes: IP OD 80 PIP 51 18.701 17.91 0.367 1450 18 Freight: FOB California; add freight elsewhere 100 PIP 41 18.701 17.72 0.456 1790 125 PIP 32.5 18.701 17.47 0.575 2240 IPS Pipe 80 PIP 51 22.047 21.12 0.432 2020 Standards 21 100 PIP 41 22.047 20.89 0.538 2500 PVC Material: ASTM D 1784, cell class 12454 Pipe Design: ASTM D 2241 (SDR pipe); 125 PIP 32.5 22.047 20.59 0.678 3130 ASTM D 1785 (Sch 40 and 80 pipe) 80 PIP 51 24.803 23.76 0.486 2430 End finish 24 100 PIP 41 24.803 23.50 0.605 3170 Sch 80: plain-end only 125 PIP 32.5 24.803 23.17 0.763 3980 All other: integral solvent-cement bell one end Length Sch 80: 20-foot overall length All other: 20-foot laying length Certification: All IPS pipe is certified to ANSI/NSF Standard 61 for potability. Page 72 of 78 Crop______ Solvent Weld PVC Average Approx. Minimum Average Approx. Minimum Nominal Approx. Nominal Approx. Outside Inside Wall Outside Inside Wall Pipe Category SDR Weight Pipe Category SDR Weight Diameter Diameter Thickness Diameter Diameter Thickness Size (lbs/100') Size (lbs/100') (inches) (inches) (inches) (inches) (inches) (inches) 315 IPS 13.5 0.840 0.70 0.062 10 63 IPS 64 5.563 5.37 0.087 98 1â„2 SCH 40/PR 600 NA 0.840 0.60 0.109 16 100 IPS 41 5.563 5.27 0.136 150 SCH 80/PR 850 NA 0.840 0.52 0.147 21 125 IPS 32.5 5.563 5.19 0.171 190 200 IPS 21 1.050 0.92 0.060 12 5 160 IPS 26 5.563 5.10 0.214 240 3â„4 SCH 40/PR 480 NA 1.050 0.80 0.113 22 200 IPS 21 5.563 4.99 0.265 300 SCH 80/PR 690 NA 1.050 0.72 0.154 29 SCH 40/PR 190 NA 5.563 5.01 0.258 290 200 IPS 21 1.315 1.18 0.063 16 SCH 80/PR 290 NA 5.563 4.76 0.375 400 1 SCH 40/PR 450 NA 1.315 1.03 0.133 32 63 IPS 64 6.625 6.40 0.087 140 SCH 80/PR 630 NA 1.315 0.93 0.179 42 100 IPS 41 6.625 6.27 0.162 220 125 IPS 32.5 1.660 1.53 0.060 20 125 IPS 32.5 6.625 6.18 0.204 270 160 IPS 26 1.660 1.52 0.064 21 6 160 IPS 26 6.625 6.07 0.255 330 11â„4 200 IPS 21 1.660 1.49 0.079 26 200 IPS 21 6.625 5.94 0.316 410 SCH 40/PR 370 NA 1.660 1.36 0.140 44 SCH 40/PR 180 NA 6.625 6.02 0.280 370 SCH 80/PR 520 NA 1.660 1.25 0.191 58 SCH 80/PR 280 NA 6.625 5.70 0.432 550 125 IPS 32.5 1.900 1.77 0.060 23 63 IPS 64 8.625 8.33 0.135 240 160 IPS 26 1.900 1.74 0.073 27 100 IPS 41 8.625 8.17 0.210 360 11â„2 200 IPS 21 1.900 1.70 0.090 34 125 IPS 32.5 8.625 8.05 0.265 460 SCH 40/PR 330 NA 1.900 1.59 0.145 52 8 200 IPS 21 8.625 7.74 0.410 690 SCH 80/PR 470 NA 1.900 1.47 0.200 70 SCH40/PR 160 NA/26 8.625 7.91 0.332 570 125 IPS 32.5 2.375 2.21 0.073 35 SCH80/PR 250 NA 8.625 7.55 0.500 840 160 IPS 26 2.375 2.18 0.091 43 100 FT HD 20' 93.5 8.160 7.97 0.087 140 200 IPS 21 2.375 2.13 0.113 53 100 IPS 41 10.750 10.18 0.262 570 2 315 IPS 13.5 2.375 1.99 0.176 80 125 IPS 32.5 10.750 10.04 0.331 710 SCH 40/PR 280 NA 2.375 2.04 0.154 70 160 IPS 26 10.750 9.86 0.413 900 SCH 80/PR 400 NA 2.375 1.90 0.218 97 10 200 IPS 21 10.750 9.65 0.511 1100 125 IPS 32.5 2.875 2.68 0.088 51 SCH 40/PR 140 NA 10.750 9.96 0.365 780 160 IPS 26 2.875 2.63 0.110 63 SCH 80/PR 230 NA 10.750 9.48 0.593 1250 200 IPS 21 2.875 2.58 0.137 77 100 FT HD 20' 93.5 10.200 9.96 0.109 230 21â„2 315 IPS 13.5 2.875 2.41 0.213 120 63 IPS 64 12.750 12.32 0.199 510 SCH 40/PR 300 NA 2.875 2.44 0.203 110 100 IPS 41 12.750 12.08 0.311 800 SCH 80/PR 420 NA 2.875 2.28 0.276 150 125 IPS 32.5 12.750 11.91 0.392 1000 100 IPS 41 3.500 3.31 0.085 60 160 IPS 26 12.750 11.70 0.490 1250 125 IPS 32.5 3.500 3.26 0.108 75 12 200 IPS 21 12.750 11.45 0.606 1530 160 IPS 26 3.500 3.21 0.135 94 SCH 40/PR 130 NA 12.750 11.88 0.406 1030 3 200 IPS 21 3.500 3.14 0.167 110 SCH 80/PR 230 NA 12.750 11.28 0.687 1720 315 IPS 13.5 3.500 2.94 0.259 170 100 FT HD 20' 93.5 12.240 11.96 0.131 330 SCH 40/PR 260 NA 3.500 3.03 0.216 150 100 FT HD 40' 93.5 12.240 11.96 0.131 330 SCH 80/PR 370 NA 3.500 2.85 0.300 200 100 FT HD 20' 93.5 15.300 14.94 0.164 510 63 IPS 64 4.500 4.35 0.070 64 15 100 FT HD 40' 93.5 15.300 14.94 0.164 510 100 IPS 41 4.500 4.26 0.110 99 100 PIP 41 15.300 14.50 0.373 1150 125 IPS 32.5 4.500 4.20 0.138 120 18 100 FT HD 20' 93.5 18.360 17.93 0.197 740 160 IPS 26 4.500 4.13 0.173 150 20 100 FT HD 20' 93.5 20.400 19.93 0.219 910 4 200 IPS 21 4.500 4.04 0.214 190 315 IPS 13.5 4.500 3.78 0.333 290 SCH 40/PR 220 NA 4.500 3.99 0.237 210 SCH 80/PR 320 NA 4.500 3.77 0.337 290 Page 73 of 78 Crop______ Crop______ Turf or Ag, PW Eagle offers Save time, money and more ways to move water resources with PW Eagle’s wisely... PVC products. PW Eagle gives you the widest range of PVC types • cuts easily and sizes available in North America. You can also • fast installation count on PW Eagle to meet your highest quality standards. In addition to consistently meeting • fewer joints standards requirements in outside agency inspec- • flexible tions, we run daily in-plant tests for impact, burst pressure, flattening and dimensions—all in strict • high strength-to-weight ratio accordance with ASTM specifications. • light weight ...and we move more pipe, • low maintenance too. • no deterioration With eleven manufacturing facilities across the • no evaporation loss nation, PW Eagle has the production capacity to meet nearly every need, on time. • low pumping cost • resists cracking and rupture • non-corrosive WARNING: Do not use PVC pipe for pressurized air systems. Injury or death may result due to the cata- strophic nature of pipe failure should failure occur. Rapid expansion of compressed air could propel shards of plastic throughout the area. WARNING: PVC pipe is intended for conveyance of water. Damage to pipe may occur from the conveyance of chemicals (including, but not limited to, herbicides and pesticides), partic- ularly at high concentrations or when pipes are not adequately flushed between applications. Page 74 of 78 Crop______ PW Eagle combines three decades of success with tomorrow’s technology PW Eagle manufactures ����������������������� PVC pipe for a variety of ����������� applications servicing the potable water, well casing, � ������������������ sewer, agriculture, turf, � ��������������������� plumbing, communications � ������������������������������������������� and electrical � ������������������������ markets. PW � ������������������� Eagle products � ������������������ are available � ����������������� from distributors � ������������������ throughout the � ������������� United States and parts of �� ������������������ Western Canada. �� ������������������������� Our facilities in Washington, Oregon, � � California, Utah, Nebraska, Texas, � Missouri and West Virginia assure � � � on-time delivery. � �� �� � � P.O. Box 10049, Eugene, OR 97440 • (800) 347-0200 • (541) 343-0200 • FAX (541) 686-9257 • www.pweagleinc.com Litho in USA on Recycled paper • Reorder No. MKT-I-810—Revised April 2005 Page 75 of 78 Municipal Water Products Water Meter Boxes & Covers Customer Service: 800-735-5566 Fax: 800-827-7111 Web: www.carsonind.com MSBCF Series Meter Boxes B A 0.75 in C 0.550 in Removable 3 in (minimum) Pipe Entry Area 4 in Top View 1.25 in D E Short Side View Long Side View Part Number A B C D E Weight MSBCF1015-12XL 10.5†15.5†12†10†13.5†13 lbs MSBCF1020-12 10.625†20.75†12†10.25†18.75†17 lbs MSBCF1118-12XL 11.25†18.125†12†10.125†17.375†15 lbs MSBCF1118-18XL 11.25†18.125†18†10.125†17.375†19.5 lbs MSBCF1324-12XL 13.75†23.1875†12†12.125†21.5†18 lbs MSBCF1324-18XL 13.75†23.1875†18†12.125†21.5†22.5 lbs MSBCF1416-12 14.5" 16.5" 12" 13.5" 14.5" 14 lbs MSBCF1527-12XL 15.75†26.875†12†13.5†25†21 lbs MSBCF1527-18XL 15.75†26.875†18†13.5†25†24 lbs MSBCF1730-12 17.625†30.5†12†16†28.75†23 lbs MSBCF1730-18XL 17.625†30.5†18†16†28.75†27 lbs **For detailed information on XL boxes, please see BCF-XL specifications. All dimensions and weights are nominal and subject to change without notice** Typical Specification: The Meter Box shall be high-density Polyethylene of one-piece molded construction for durability and impact strength and shall have a wall thickness of no less than .550â€. The Meter Box, with a ductile iron cover installed, shall be able to bear a 20,000lb load in a wheel load (H-20) style test. Meter Box shall be able to withstand a 200lb side load, applied with a 4"x4" plate 1" down for the top center of the box, without deflecting more than 1". The Meter Box shall be black on the exterior to prevent UV degradation, and bright white on the interior to reflect light and ease meter reading and service. The box shall be designed in such a way as to have a integral flange, no more that 3†from the top, to support the box in concrete, paving or soil, and a bottom flange a minimum of 1†wide, to help retard settling. The box shall have removable pre-cut pipe entry areas, 3†wide x 4†high, located on the center of each end (short side) of the box for single meter installations, and 3 pre-cut pipe entry areas (single in, dual out) for dual meter installations. The box shall be designed in such a way as to be securely stackable, and shall be available in 12†and 18†heights as installation conditions may require. The box shall weigh no more than listed weight for each meter size for safety and ease of handling, transport and installation. All dimensions shall be in accordance with the above drawing(s) for the appropriate size meter. The meter box shall be MSBCF as manufactured by Carson Industries. or equal. Page 76 of 78 8 7 6 5 4 3 2 1 30 1/2 1/16 4 3/4 TEXT HEIGHT MIN D 1/32 RAISED MIN 3 2 1/8 R1 3/8 D TYP 17 1/2 1/16 A A 7 1/8 4 7 3/8 CL C 7/8 C CL NON-SKID 1/2 TEXT HEIGHT MIN 1 1/8 5 1/2 6 5/8 94 GROOVE 1/32 DEEP x 1/32 RAISED MIN 4 4 1/16 WIDE TYP 1/4 1 1/2 SECTION A-A 2 1/16 26 3/4 SYM B B 1/4 TEXT HEIGHT MIN 1/32 RAISED MIN CL SOURCE CONTROL DRAWING ESTIMATED PART WEIGHT: 68 lbs. THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED NOTES: FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. 1. THE MECHANICAL SPECIFICATIONS FOR DUCTILE IRON COVERS IS AS FOLOWS: COPYRIGHT C 2008 Oldcastle Precast, Inc. GRADE: 65-45-12 ASTM: A536-80 TENSILE STREGTH (psi): 65,000 All Rights Reserved DRAWN TITLE A YIELD STRENGTH (psi): 45,000 SAE: J434C A JV / GC 5/8/2009 2. MINIMUM THICKNESS WALL AND RIBS .25 INCH UNLESS OTHERWISE SPECIFIED CHECKED 1730 BC FLUSH COVER DUCTILE IRON 3. FINISH TO BE BLACK POWDER COATING ALL DIMENSIONS ARE IN INCHES TDANG 4/27/2012 WATER METER SOLID CL 4. TEXT ORIENTATION CAN BE ROTATED 180 TOLERANCE: QA 13 3/8 REF .XXX = +/- .0005 .XX = +/- .005 MFG SIZE DWG NO REV .X = +/- .050 D 17304268 FRACTION = +/- 1/16 APPROVED ANGLE = +/- 1 SCALE SHEET 1 OF 2 8 7 6 5 4 3 2 1 Page 77 of 78 ROMAC METER COMPANION FLANGE SUBMITTAL INFORMATION MATERIALS FLANGE GASKET Meets or exceeds AWWA C700-95 and C701, cast from Neoprene 60 durometer compounded for water and ductile (nodular) iron, meeting or exceeding ASTM A sewer 1/8†thick. 536-80, Grade 65-45-12. COATING Shop coat (black) applied to the casting for corrosion protection during transit. SIZES 1 1/2 inch and 2 inch NPT thread per ANSI/ASME B1.20.1 PRESSURE When installed properly Romac Meter Flanges can accommodate pressures up to 300 psi. 1/17 This information is based on the best data available at the date printed above. Please check with Romac for any updates or changes. www.romac.com 21919 20th Avenue SE • Suite 100 • Bothell, WA 98021 Phone (425) 951-6200 • 1-800-426-9341 • Fax (425) 951-6201 Page 78 of 78 DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 06/04/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Rita Larsen NAME: Rice Insurance LLC PHONE (360) 734-1161 FAX (360) 734-1173 (A/C, No, Ext): (A/C, No): 1400 Broadway E-MAIL rita@riceinsurance.com ADDRESS: P.O. Box 639 INSURER(S) AFFORDING COVERAGE NAIC # Bellingham WA 98227 American Hallmark 43494 INSURER A : INSURED INSURER B : Lawson and Sons LLC INSURER C : 26910 92nd Ave NW INSURER D : C-5 PMB519 INSURER E : Stanwood WA 98292 INSURER F : COVERAGES CERTIFICATE NUMBER: CL1932161461 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ DAMAGE TO RENTED 100,000 CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ 5,000 MED EXP (Any one person) $ A $0 Deductible Y Y 44CL60530601 04/18/2019 04/18/2020 1,000,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- 2,000,000 POLICY JECT LOC PRODUCTS - COMP/OP AGG $ Employment Practices $ 100,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY (Per person) $ A OWNED SCHEDULED Y Y 44CL60530601 04/18/2019 04/18/2020 BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) Underinsured motorist $ 1,000,000 combined single limit UMBRELLA LIAB 4,000,000 OCCUR EACH OCCURRENCE $ A EXCESS LIAB 44CL60530601 04/18/2019 04/18/2020 4,000,000 CLAIMS-MADE AGGREGATE $ 10,000 DED RETENTION $ $ WORKERS COMPENSATION PER OTH- STATUTE ER AND EMPLOYERS' LIABILITY Y / N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ A OFFICER/MEMBER EXCLUDED? N / A 44CL60530601 04/18/2019 04/18/2020 (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Certificate Holder is Additional Insured for the General Liability and Auto policies, Primary Non-Contributory and Waiver of Subrogation applies per MP9767(1010), BA20031010 and BA20041010 attached. Completed Operations per attached form GC1024 0709. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Arlington ACCORDANCE WITH THE POLICY PROVISIONS. 18204 59th Ave NE AUTHORIZED REPRESENTATIVE Arlington WA 98223 © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Policy Number: 44CL605306 ARTISANS ADVANTAGE ENHANCED COVERAGE ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUILDING AND PERSONAL PROPERTY COVERAGE FORM CAUSES OF LOSS – SPECIAL FORM COMMERCIAL PROPERTY CONDITIONS COMMERCIAL GENERAL LIABILITY COVERAGE FORM When this endorsement is attached to the policy, insurance under the Building and Personal Property Coverage Form, the Causes of Loss – Special Form, the Commercial Property Conditions and the Commercial General Liability Coverage Form is enhanced to provide the coverages described in this endorsement. All other conditions of the policy continue to apply. This coverage is subject to the provisions applicable to the Building and Personal Property Coverage Form, Causes of Loss – Special Form, the Commercial Property Conditions and the General Liability Coverage Form. SCHEDULE Coverage Enhancements Limits of Insurance Each Location Property Coverage Premises Boundary 1,000 feet Property Coverage Extensions Newly Acquired or Constructed Property Buildings $500,000. at Each Building Business Personal Property $250,000. at Each Building Personal Effects and Property of Others $ 25,000. at Replacement Cost Valuable Papers and Records (Other than Electronic Data) $ 25,000. Property Off-Premises (Including Laptops and Other Electronic Equipment) $ 15,000. Outdoor Property (Named Perils) $ 1,000. per tree/shrub, max. limit $25,000. Non-Owned Detached Trailers $ 10,000. Accounts Receivable $ 50,000. Property in Transit (Including Laptops and Other Electronic Equipment) $ 15,000. Fine Arts $ 25,000. Property Additional Coverages Debris Removal $ 25,000. Fire Department Service Charge $ 5,000. Pollutant Clean-up and Removal $ 15,000. Electronic Data $ 25,000. Interruption of Computer Operations $ 15,000. Arson Reward $ 5,000. Water Back-Up and Sump Overflow $ 25,000. Brands and Labels $ 25,000. Employee Theft $ 10,000. Business Income Including Extra Expense $ 25,000. Business Income from Dependent Properties $ 10,000. Claims Expenses $ 10,000. Inventory or Appraisal Cost $ 5,000. Money and Securities Inside $ 10,000. Outside $ 5,000. Off Premises Power Failure – Direct Damage $ 10,000. Ordinance or Law Coverage Coverage A Included within Building Limit. Coverages B and C Combined 25% of Bldg. Limit, $150,000. maximum Outdoor Signs $ 10,000. Recharging of Fire Extinguishers $ 5,000. Unauthorized Business Card Use $ 5,000. Forgery or Alteration $ 10,000. Salespersons Samples $ 2,500. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 1 of 25 American Association of Insurance Services, Inc., with their permission Inland Marine Coverages Installation Coverage $ 10,000. Contractors Equipment Coverages: Small Tools $ 5,000. (Maximum limit per item $1,000) Employee Small Tools $ 1,000. (Maximum limit per item $250) Leased and Rented Equipment $ 5,000. Rental Reimbursement $ 1,000. General Liability Additional Coverages Blanket Additional Insured (Including Primary Non-Contributing Coverage) Included in Each Occurrence Limit Mobile Equipment Broadened Coverage Included in Each Occurrence Limit Aggregate Limit Per Project Included in Each Occurrence Limit Blanket Waiver Included in Each Occurrence Limit Voluntary Property Damage Coverage $ 2,500. The following applies to coverages under this endorsement only. __________________________________________________________________________________________________ Property Coverage _________________________________________________________________________________________________________________________ The phrase ‘within 100 feet of the described premises’ used in Paragraphs a.(5)(b), b. and c.(2) under A.1. Covered Property of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM and Paragraph 2.c.(1) under C. Limitations of the CAUSES OF LOSS – SPECIAL FORM is replaced by the phrase ‘within 1,000 feet of the described premises’. __________________________________________________________________________________________________ Property Coverage Extensions _________________________________________________________________________________________________________________________ Paragraph A.5. Coverage Extensions of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted in its entirety and replaced by the following: 5. Coverage Extensions Except as otherwise provided, the following Extensions apply to property located in or on the building described in the Declarations or in the open (or in a vehicle) within 1,000 feet of the described premises. If a Coinsurance percentage of 80% or more or, a Value Reporting period symbol, is shown in the Declarations, you may extend the insurance provided by this Coverage Part as follows: a. Newly Acquired Or Constructed Property (1) Buildings If this policy covers Building, you may extend that insurance to apply to: (a) Your new buildings while being built on the described premises; and (b) Buildings you acquire at locations, other than the described premises, intended for: (i) Similar use as the building described in the Declarations; or (ii) Use as a warehouse. The most we will pay for loss or damage under this Extension is $500,000 at each building. (2) Your Business Personal Property (a) If this policy covers Your Business Personal Property, you may extend that insurance to apply to: (i) Business personal property, including such property that you newly acquire, at any location you acquire, at any location you acquire other than at fairs, trade shows or exhibitions; (ii) Business personal property, including such property that you newly acquire, located at your newly constructed or acquired buildings at the location described in the Declarations; or (iii) Business personal property that you newly acquire, located at the described premises. The most we will pay for loss or damage under this Extension is $250,000 at each building. (b) This Extension does not apply to: Page 2 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (i) Personal property of others that is temporarily in your possession in the course of installing or performing work on such property; or (ii) Personal property of others that is temporarily in your possession in the course of your manufacturing or wholesaling activities. (3) Period of Coverage With respect to insurance on or at each newly acquired or constructed property, coverage will end when any of the following first occurs: (a) This policy expires; (b) 30 days expire after you acquire or begin construction of that part of the building that would qualify as covered property; or (c) You report values to us. We will charge you additional premium for values reported from the date you acquire the property or begin construction of that part of the building that would qualify as covered property. b. Personal Effects And Property Of Others (1) You may extend the insurance that applies to Your Business Personal Property to apply to: (a) Personal effects owned by you, your officers, your partners or members, your managers or your employees. (b) Personal property of others in your care, custody or control. This Extension does not apply to employee tools. (2) The most we will pay for loss or damage under this Extension is $25,000 at each described premises. Our payment for loss of or damage to personal property of others will only be for the account of the owner of the property. (3) Extension Of Replacement Cost To Personal Property Of Others (a) Replacement Cost coverage is extended to apply to personal property of others. (b) Paragraphs 3.b.(1) and 4. under G. Optional Coverages of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM are deleted and all other provisions of the Replacement Cost Optional Coverage apply to replacement cost on personal property of others. (c) With respect to replacement cost on the personal property of others the following limitation applies: If an item of personal property of others is subject to a written contract which governs your liability for loss or damage to that item, then valuation of that item will be based on the amount for which you are liable under such contract, but not to exceed the lesser of the replacement cost of the property or the applicable Limit of Insurance. c. Valuable Papers And Records (Other Than Electronic Data) (1) You may extend the insurance that applies to Your Business Personal Property to apply to direct physical loss or damage to valuable papers and records that you own, or that are in your care, custody or control, caused by or resulting from a Covered Cause of Loss. This Extension includes the cost to research lost information on valuable papers and records for which duplicates do not exist. But this Extension does not apply to valuable papers and records which exist as electronic data. Electronic data has the meaning described under Property Not Covered, Electronic Data. (2) Coverage under this Extension is limited to the “specified causes of loss†as defined in the CAUSES OF LOSS – SPECIAL FORM, and Collapse as set forth in that form. (3) This Extension does not apply to: (a) Property held as samples or for delivery after sale; (b) Property in storage away from the premises shown in the Declarations. (4) Section B. Exclusions in the CAUSES OF LOSS – SPECIAL FORM does not apply to this Extension, except for: (a) Paragraph B.1.c. Governmental Action; (b) Paragraph B.1.d. Nuclear Hazard; (c) Paragraph B.1.f. War And Military Action; (d) Paragraph B.2.f.; (e) Paragraph B.2.g.; and (f) Paragraph B.3. (5) The most we will pay under this Extension for loss or damage to valuable papers and records in any one occurrence at each described premises is $25,000. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 3 of 25 American Association of Insurance Services, Inc., with their permission For valuable papers and records not at a described premises, the most we will pay is $5,000 in any one occurrence. Such amounts are additional insurance. We will also pay for the cost of blank material for reproducing the records (whether or not duplicates exist), and (when there is a duplicate) for the cost of labor to transcribe or copy the records. The costs of blank material and labor are subject to the applicable Limit of Insurance on Your Business Personal Property and therefore coverage of such costs is not additional insurance. d. Property Off–Premises (Including Laptops And Other Electronic Equipment) (1) You may extend the insurance provided by this Coverage Form to apply to your Covered Property while it is away from the described premises, if it is: (a) Temporarily at a location you do not own, lease or operate; (b) In storage at a location you lease, provided the lease was executed after the beginning of the current policy term; or (c) At any fair, trade show or exhibition. (2) This Extension does not apply to property: (a) In or on a vehicle; or (b) In the care, custody or control of your salespersons, unless the property is in such care, custody or control at a fair, trade show or exhibition. (3) The most we will pay for loss or damage under this Extension is $15,000. e. Outdoor Property (Named Perils) You may extend the insurance provided by this Coverage Form to apply to your outdoor fences, retaining walls (other than retaining walls that are a part of a building), radio and television antennas (including satellite dishes), signs (other than signs attached to buildings), trees, shrubs and plants (other than “stock†of trees, shrubs or plants), including debris removal expense, caused by or resulting from any of the following causes of loss if they are Covered Causes of Loss: (1) Fire; (2) Lightning; (3) Explosion; (4) Vandalism; (5) Vehicle Damage; (6) Riot or Civil Commotion; or (7) Aircraft. The most we will pay for loss or damage under this Extension is $25,000, but not more than $1,000 for any one tree, shrub or plant. These limits apply to any one occurrence, regardless of the types or number of items lost or damaged in that occurrence. f. Non-Owned Detached Trailers (1) You may extend the insurance that applies to Your Business Personal Property to apply to loss or damage to trailers that you do not own, provided that: (a) The trailer is used in your business; (b) The trailer is in your care, custody or control at the premises described in the Declarations; and (c) You have a contractual responsibility to pay for loss or damage to the trailer. (2) We will not pay for any loss or damage that occurs: (a) While the trailer is attached to any motor vehicle or motorized conveyance, whether or not the motor vehicle or motorized conveyance is in motion; (b) During hitching or unhitching operations, or when a trailer becomes accidentally unhitched from a motor vehicle or motorized conveyance. (3) The most we will pay for loss or damage under this Extension is $10,000, unless a higher limit is shown in the Declarations. (4) This insurance is excess over the amount due (whether you can collect on it or not) from any other insurance covering such property. g. Accounts Receivable (1) You may extend the insurance that applies to Your Business Personal Property to accounts receivable. We will pay: Page 4 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (a) All amounts due from your customers that you are unable to collect; (b) Interest charges on any loan required to offset amounts you are unable to collect pending our payment of these amounts; (c) Collection expenses in excess of your normal collection expenses that are made necessary by “lossâ€; and (d) Other reasonable expenses that you incur to re-establish your records of accounts receivable; that result from direct physical loss or damage by any Covered Cause of Loss to your records of accounts receivable. (2) The most we will pay under this Extension for loss or damage in any one occurrence at each described “premises†is $50,000. (3) Section B.Exclusions in the CAUSES OF LOSS – SPECIAL FORM does not apply to this Extension, except for: (a) Paragraph B.1.c. Governmental Action; (b) Paragraph B.1.d. Nuclear Hazard; (c) Paragraph B.1.f. War And Military Action; (d) Paragraph B.2.f.; (e) Paragraph B.2.g.; and (f) Paragraph B.3. (4) The following additional exclusion applies to the Extension: We will not pay for: (a) Loss or damage caused by or resulting from alteration, falsification, concealment or destruction of records of accounts receivable done to conceal the wrongful giving, taking or withholding of “money,†“securities†or other property. This exclusion applies only to the extent of the wrongful giving, taking or withholding. (b) Loss or damage caused by or resulting from bookkeeping, accounting or billing errors or omissions. (c) Any loss or damage that requires any audit of records or any inventory computation to prove its factual existence. h. Property In Transit (Including Laptops And Other Electronic Equipment) F.1. under Additional Coverage Extensions of the CAUSES OF LOSS – SPECIAL FORM is deleted and replaced with the following: 1. Property In Transit (Including Laptops And Other Electronic Equipment) This Extension applies only to your personal property to which this form applies. a. You may extend the insurance provided by this Coverage Part to apply to your personal property (other than property in the care, custody or control of your salespersons) in transit more than 1,000 feet from the described premises. Property must be in or on a motor vehicle you own, lease or operate while between points in the coverage territory. b. Loss or damage must be caused by or result from one the following causes of loss: (1) Fire, lightning, explosion, windstorm or hail, riot or civil commotion, or vandalism. (2) Vehicle collision, upset or overturn. Collision means accidental contact of your vehicle with another vehicle or object. It does not mean your vehicle’s contact with the road bed. (3) Theft of an entire bale, case or package by forced entry into a securely locked body or compartment of the vehicle. There must be visible marks of the forced entry. c. The most we will pay for loss or damage under this Extension is $15,000. i. Fine Arts (1) You may extend the insurance that applies to Your Business Personal Property to cover “fine arts†owned by you and located on the premises described in the Declarations (2) In addition to the exclusions in CAUSES OF LOSS – SPECIAL FORM we will not pay for loss or damage caused by or resulting from repairing, restoration, or retouching processes. (3) In the event of loss or damage, we will pay the actual cash value of the item. The actual cash value will be the price you paid for the item, or the value as determined by an appraisal of the item not more than 360 days prior to the date of loss or damage. In no event will the actual cash value exceed the amount necessary to repair or replace the item with substantially like property. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 5 of 25 American Association of Insurance Services, Inc., with their permission (4) The most we will pay for “fine arts†at any premises described in the Declarations is $25,000. Each of these Extensions is additional insurance unless otherwise indicated. The Additional Condition, Coinsurance, does not apply to these Extensions. __________________________________________________________________________________________________ Property Additional Coverages _________________________________________________________________________________________________________________________ The following are Additional Coverages. The Additional Condition, Coinsurance, does not apply to these coverages. A. Debris Removal A.4.a. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: a. Debris Removal (1) Subject to Paragraphs (3) and (4), we will pay your expense to remove debris of Covered Property caused by or resulting from a Covered Cause of Loss that occurs during the policy period. The expenses will be paid only if they are reported to us in writing within 180 days of the date of direct physical loss or damage. (2) Debris Removal does not apply to costs to: (a) Extract "pollutants" from land or water; or (b) Remove, restore or replace polluted land or water. (3) Subject to the exceptions in Paragraph (4), the following provisions apply: (a) The most we will pay for the total of direct physical loss or damage plus debris removal expense is the Limit of Insurance applicable to the Covered Property that has sustained loss or damage. (b) Subject to (a) above, the amount we will pay for debris removal expense is limited to 25% of the sum of the deductible plus the amount that we pay for direct physical loss or damage to the Covered Property that has sustained loss or damage. (4) We will pay up to an additional $25,000 for debris removal expense, for each location, in any one occurrence of physical loss or damage to Covered Property, if one or both of the following circumstances apply: (a) The total of the actual debris removal expense plus the amount we pay for direct physical loss or damage exceeds the Limit of Insurance on the Covered Property that has sustained loss or damage. (b) The actual debris removal expense exceeds 25% of the sum of the deductible plus the amount that we pay for direct physical loss or damage to the Covered Property that has sustained loss or damage. Therefore, if (4)(a) and/or (4)(b) apply, our total payment for direct physical loss or damage and debris removal expense may reach but will never exceed the Limit of Insurance on the Covered Property that has sustained loss or damage, plus $25,000. (5) Examples Example #1 Limit of Insurance $ 90,000 Amount of Deductible $ 500 Amount of Loss $ 50,000 Amount of Loss Payable $ 49,500 ($50,000 – $500) Debris Removal Expense $ 10,000 Debris Removal Expense Payable $ 10,000 ($10,000 is 20% of $50,000) The debris removal expense is less than 25% of the sum of the loss payable plus the deductible. The sum of the loss payable and the debris removal expense ($49,500 + $10,000 = $59,500) is less than the Limit of Insurance. Therefore, the full amount of debris removal expense is payable in accordance with the terms of Paragraph (3). Example #2 Limit of Insurance $ 90,000 Amount of Deductible $ 500 Amount of Loss $ 80,000 Amount of Loss Payable $ 79,500 ($80,000 – $500) Debris Removal Expense $ 35,500 Page 6 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission Debris Removal Expense Payable Basic Amount $ 10,500 Additional Amount $ 25,000 The basic amount payable for debris removal expense under the terms of Paragraph (3) is calculated as follows: $80,000 ($79,500 + $500) x .25 = $20,000; capped at $10,500). The cap applies because the sum of the loss payable ($79,500) and the basic amount payable for debris removal expense ($10,500) cannot exceed the Limit of Insurance ($90,000). The additional amount payable for debris removal expense is provided in accordance with the terms of Paragraph (4), because the debris removal expense ($35,500) exceeds 25% of the loss payable plus the deductible ($35,500 is 44.375% of $80,000), and because the sum of the loss payable and debris removal expense ($79,500 + $35,500 = $115,000) would exceed the Limit of Insurance ($90,000). The additional amount of covered debris removal expense is $25,000, the maximum payable under Paragraph (4). Thus the total payable for debris removal expense in this example is $35,500. B. Fire Department Service Charge A.4.c. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: c. Fire Department Service Charge When the fire department is called to save or protect Covered Property from a Covered Cause of Loss, we will pay up to $5,000 for your liability for fire department service charges: (1) Assumed by contract or agreement prior to loss; or (2) Required by local ordinance. No Deductible applies to this Additional Coverage. C. Pollutant Clean-up And Removal A.4.d. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: d. Pollutant Clean-up And Removal We will pay your expense to extract "pollutants" from land or water at the described premises if the discharge, dispersal, seepage, migration, release or escape of the "pollutants" is caused by or results from a Covered Cause of Loss that occurs during the policy period. The expenses will be paid only if they are reported to us in writing within 180 days of the date on which the Covered Cause of Loss occurs. This Additional Coverage does not apply to costs to test for, monitor or assess the existence, concentration or effects of "pollutants". But we will pay for testing which is performed in the course of extracting the "pollutants" from the land or water. The most we will pay under this Additional Coverage for each described premises is $15,000 for the sum of all covered expenses arising out of Covered Causes of Loss occurring during each separate 12 month period of this policy. D. Electronic Data A.4.f. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: f. Electronic Data (1) Under this Additional Coverage, electronic data has the meaning described under Property Not Covered, Electronic Data. (2) Subject to the provisions of this Additional Coverage, we will pay for the cost to replace or restore electronic data, which has been destroyed or corrupted by a Covered Cause of Loss. To the extent that electronic data is not replaced or restored, the loss will be valued at the cost of replacement of the media on which the electronic data was stored, with blank media of substantially identical type. (3) In addition to the “specified causes of loss†as defined in the CAUSES OF LOSS – SPECIAL FORM, and Collapse as set forth in that form, the following are covered causes of loss: (a) A virus, harmful code or similar instruction introduced into or enacted on a computer system (including electronic data) or a network to which it is connected, designed to damage or destroy any part of the system or disrupt its normal operation. But there is no coverage for loss or damage caused by or resulting from manipulation of a computer system (including electronic data) by any employee, including a temporary or leased employee, or by an entity retained by you or for you to inspect, design, install, modify, maintain, repair or replace that system. (b) Changes in your electrical power supply, including interruption, power surge, blackout or brownout, if the cause of such event originates 100 feet or less from any premises described in the Declarations; (c) Dishonest acts committed by your employees acting alone or in collusion with other persons, except you or your partners, directors or trustees, but theft by employees is not covered; MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 7 of 25 American Association of Insurance Services, Inc., with their permission (d) Dampness or dryness of atmosphere or changes in or extremes of temperature; (e) Floods, surface water, waves, tides, tidal waves, overflow of any body of water, or their spray, all whether driven by wind or not; and (f) Earth movement, such as an earthquake, landslide or earth sinking, rising or shifting. (4) The most we will pay under this Additional Coverage – Electronic Data is $25,000 for all loss or damage sustained in any one policy year, regardless of the number of occurrences of loss or damage or the number of premises, locations or computer systems involved. E. Interruption Of Computer Operations We will pay your necessary “Extra Expense†to continue normal operations caused by an interruption in computer operations due to destruction or corruption of your electronic data due to a Covered Cause of Loss. We will also pay for your actual “Business Income†if you must close all or part of your business due to destruction or corruption of your electronic data due to a Covered Cause of Loss. The most we will pay under this coverage is $15,000 for any one occurrence. Under this Additional Coverage – Interruption Of Computer Operations, electronic data has the meaning set forth in Paragraph 5. Limitation – Interruption of Computer Operations included in Additional Coverage – Business Income Including Extra Expense of this form. F. Arson Reward We will reimburse you for an arson reward that you give to someone who discloses information that leads to the conviction of a person or persons for arson at the premises described in the Declarations. The most we will pay under this coverage is $5,000 each occurrence. G. Water Back-Up And Sump Overflow 1. We will pay for direct physical loss or damage to Covered Property caused by or resulting from: a. Water which backs up through or overflows from a sewer or drain; or b. Water which overflows from a sump, even if the overflow results from mechanical breakdown of a sump pump or its related equipment. However, with respect to Paragraph b. above, we will not pay the cost of repairing or replacing a sump pump or its related equipment in the event of mechanical breakdown. 2. The coverage described in Paragraph 1. above does not apply to loss or damage resulting from an insured’s failure to: a. Keep a sump pump or its related equipment in proper working condition; or b. Perform the routine maintenance or repair necessary to keep a sewer or drain free from obstructions. 3. The most we will pay under this coverage is $25,000 each occurrence. 4. With respect to the coverage provided in this Additional Coverage – Water Back-Up and Sump Overflow, Paragraph 3. of the Water Exclusion included in this Policy does not apply. H. Brands And Labels If branded or labeled merchandise that is Covered Property is damaged by a Covered Cause of Loss, we may take all or part of the property at an agreed or appraised value. If so, you may: 1. Stamp the word ‘Salvage’ on the merchandise or its containers, if the stamp will not physically damage the merchandise; or 2. Remove the brands and labels, if doing so will not physically damage the merchandise or its containers to comply with the law. We will pay reasonable costs you incur to perform the activity described in Paragraphs 1. and 2. above. The most we will pay for these costs and the value of the damaged property under this Additional Coverage is $25,000. Payments under this Additional Coverage are subject to and not in addition to the Limits of Insurance. I. Employee Theft 1. We will pay for direct loss of or damage to Your Business Personal Property and your “money†and “securities†resulting from “theft†committed by any of your “employees†acting alone or in collusion with other persons (except you or your partners, members or managers) with the manifest intent to: a. Cause you to sustain loss or damage; and also b. Obtain financial benefit (other than salaries, commissions, fees, bonuses, promotions, awards, profit sharing, pensions or other employee benefits earned in the normal course of employment) for: (1) Any “employeeâ€; or (2) Any other person or organization. Page 8 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 2. We will not pay for loss or damage: a. Resulting from any dishonest or criminal act that you or any of your partners, members, officers, “managers,†directors, trustees, authorized representatives or anyone to whom you entrust the property for any purpose commit, whether acting alone or in collusion with other persons; or b. The only proof of which as to its existence or amount is one or both of the following: (1) An inventory computation; or (2) A profit and loss computation. 3. The most we will pay under this Additional Coverage for loss or damage in any one occurrence is $10,000. 4. All loss or damage: a. Caused by one or more “employeesâ€; and b. Involving a single act or series of related acts; is considered one occurrence. 5. We will pay only for loss or damage you sustain through acts committed or events occurring during the policy period. Regardless of the number of years this policy remains in force or the number of premiums paid, no Limit of Insurance cumulates from year to year or period to period. 6. This Additional Coverage does not apply to loss caused by an “employee†after discovery by: a. You; or b. Any of your partners, officers or directors, or members or “managers†not in collusion with the “employeeâ€; of any “theft†or any other dishonest act committed by that “employee†before or after being hired by you. 7. Extended Period To Discover Loss a. We will pay for loss that you sustained prior to the effective date of termination or cancellation of this policy, which is discovered by you no later than 1 year from the date of that termination or cancellation. b. However, this extended period to discover loss terminates immediately upon the effective date of any other insurance obtained by you replacing in whole or in part the insurance afforded by this policy, whether or not such other insurance provides coverage for loss sustained prior to its effective date. 8. If you discover a loss or damage during the policy period that you (or any predecessor in interest) sustained during the period of any prior insurance that you could have recovered under that insurance except that the time within which to discover loss or damage had expired, we will pay for it under this Additional Coverage, provided: a. This Additional Coverage became effective at the time of cancellation or termination of the prior insurance; and b. The loss or damage would have been covered by this Additional Coverage had it been in effect when the acts or events causing the loss or damage were committed or occurred. 9. The insurance under Paragraph 8. above is provided within, and not in addition to, the Limit of Insurance applying to this Additional Coverage and is limited to the lesser of the amount recoverable under: a. This Additional Coverage as of its effective date; or b. The prior insurance, had it remained in effect. 10. None of the exclusions in Section B. Exclusions of the CAUSES OF LOSS – SPECIAL FORM apply to Employee Theft Coverage provided under this endorsement except: a. B.1.c. Governmental Action; b. B.1.d. Nuclear Hazard; and c. B.1.f. War And Military Action. 11. We will not pay for loss as specified below: a. Acts Committed by You or Your Partners Loss resulting from any dishonest or criminal act committed by your or any of your partners whether acting alone or in collusion with other persons. b. Indirect Loss Loss that is an indirect result of any act or occurrence covered by this insurance including, but not limited to, loss resulting from: (1) Your inability to realize income that you would have realized had there been no loss of, or loss from damage to “money†and “securitiesâ€. (2) Payment of damages of any type for which you are legally liable. But, we will pay compensatory damages arising directly from a loss covered under this Additional Coverage. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 9 of 25 American Association of Insurance Services, Inc., with their permission (3) Payment of costs, fees or other expenses you incur in establishing either the existence or the amount of loss under this Additional Coverage. c. Legal Expenses Expenses related to any legal action. 12. Ownership Of Property; Interests Covered The property covered under this Additional Coverage is limited to property: a. That you own or lease; b. That you hold for others; or c. For which you are legally liable, except for property inside the premises of a “client†of yours. However, this coverage is for your benefit only. It provides no rights or benefits to any other person or organization. Any claim for loss that is covered under this coverage must be presented by you. 13. Valuation – Settlement Subject to the Limit of Insurance, we will pay for: a. Loss of “money†but only up to and including its face value. We may, at our option, pay for loss of “money†issued by any country other than the United States of America: (1) At face value in the “money†issued by that country; or (2) In the United States of America dollar equivalent determined by the rate of exchange published in The Wall Street Journal on the day the loss was discovered. b. Loss of “securities†but only up to and including their value at the close of business on the day that loss was discovered. We may, at our option: (1) Pay the value of such “securities†or replace them in kind, in which event you must assign to us all your rights, title and interest in and to those “securitiesâ€; (2) Pay the cost of any Lost Securities Bond required in connection with issuing duplicates of the “securities.†However, we will be liable only for the payment of so much of the cost of the bond as would be charged for a bond having a penalty not exceeding the lesser of the: (a) Value of the “securities†at the close of business on the day the loss was discovered; or (b) Limit of Insurance. J. Business Income Including Extra Expense 1. Coverage a. Business Income Business Income means the: (1) Net Income (Net Profit or Loss before income taxes) that would have been earned or incurred; and (2) Continuing normal operating expenses incurred, including payroll. For manufacturing risks, Net Income includes the net sales value of production. Business Income includes “Rental Value.†We will pay the actual loss of Business Income you sustain due to the necessary "suspension" of your "operations" during the "period of restoration." The "suspension" must be caused by direct physical loss of or damage to property at the premises described in the Declarations, including personal property in the open (or in a vehicle) within 1,000 feet, caused by or resulting from any Covered Cause of Loss. b. Extra Expense Extra Expense means necessary expenses you incur during the "period of restoration" that you would not have incurred if there had been no direct physical loss or damage to property caused by or resulting from a Covered Cause of Loss. We will pay Extra Expense (other than the expenses to repair or replace property) to: (1) Avoid or minimize the “suspension†of business and to continue operations at the premises described in the Declarations or at replacement premises or temporary locations, including relocation expenses and costs to equip and operate the replacement location or temporary location; (2) Minimize the “suspension†of business if you cannot continue “operations.†We will pay Extra Expense to repair or replace property, but only to the extent it reduces the amount of loss that otherwise would have been payable under this Additional Coverage. Page 10 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 2. Additional Coverages a. Alterations And New Buildings We will pay for the actual loss of Business Income you sustain and necessary Extra Expense you incur due to direct physical loss or damage at the described premises caused by or resulting from any Covered Cause of Loss to: (1) New buildings or structures, whether complete or under construction; (2) Alterations or additions to existing buildings or structures; and (3) Machinery, equipment, supplies or building materials located on or within 1,000 feet of the described premises and: (a) Used in the construction, alterations or additions; or (b) Incidental to the occupancy of new buildings. If such direct physical loss or damage delays the start of “operations,†the “period of restoration†for Business Income Coverage will begin on the date “operations†would have begun if the direct physical loss or damage had not occurred. b. Civil Authority When a Covered Cause of Loss causes damage to property other than property at the described premises, we will pay for the actual loss of Business Income you sustain and necessary Extra Expense caused by action of civil authority that prohibits access to the described premises, provided both of the following apply: (1) Access to the area immediately surrounding the damaged property is prohibited by civil authority as a result of the damage, and the described premises are within that area but are not more than one mile from the damaged property; and (2) The action of civil authority is taken in response to dangerous physical conditions resulting from the damage or continuation of the Covered Cause of Loss that caused the damage, or the action is taken to enable a civil authority to have unimpeded access to the damaged property. Civil Authority Coverage for Business Income will begin 72 hours after the time of the first action of civil authority that prohibits access to the described premises and will apply for a period of up to four consecutive weeks from the date on which such coverage began. Civil Authority for Extra Expense will begin immediately after the time of the first action of civil authority that prohibits access to the described premises and will end: (1) Four consecutive weeks after the date of that action; or (2) When Civil Authority for Business Income ends; whichever is later. c. Extended Business Income (1) Business Income Other Than “Rental Value†If the necessary "suspension" of your "operations" produces a Business Income loss payable under this additional coverage, we will pay for the actual loss of Business Income you incur during the period that: (a) Begins on the date property (except "finished stock") is actually repaired, rebuilt or replaced and "operations" are resumed; and (b) Ends on the earlier of: (i) The date you could restore your "operations," with reasonable speed, to the level which would generate the "business income" amount that would have existed if no direct physical loss or damage had occurred; or (ii) 30 consecutive days after the date determined in (1)(a) above. However, Extended Business Income does not apply to loss of Business Income incurred as a result of unfavorable business conditions caused by the impact of the Covered Cause of Loss in the area where the described premises are located. Loss of Business Income must be caused by direct physical loss or damage at the described premises caused by or resulting from any Covered Cause of Loss. (2) “Rental Value†If the necessary "suspension" of your "operations" produces a "Rental Value" loss payable under this additional coverage, we will pay for the actual loss of "Rental Value" you incur during the period that: (a) Begins on the date property is actually repaired, rebuilt or replaced and tenantability is restored; and MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 11 of 25 American Association of Insurance Services, Inc., with their permission (b) Ends on the earlier of: (i) The date you could restore tenant occupancy, with reasonable speed, to the level which would generate the "Rental Value" that would have existed if no direct physical loss or damage had occurred; or (ii) 30 consecutive days after the date determined in (2)(a) above. However, Extended Business Income does not apply to loss of “Rental Value†incurred as a result of unfavorable business conditions caused by the impact of the Covered Cause of Loss in the area where the described premises are located. Loss of "Rental Value" must be caused by direct physical loss or damage at the described premises caused by or resulting from any Covered Cause of Loss. 3. Limits of Insurance The most we will pay for loss under this Additional Coverage - Business Income Including Extra Expense in any one occurrence is $25,000. Payments under the following additional coverages will not increase the applicable Limit of Insurance: a. Alterations and New Buildings; b. Civil Authority; or c. Extended Business Income. 4. Valuation The following is added to E.7. Valuation of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM: g. The amount of Business Income loss will be determined based on: (1) The Net Income of the business before the direct physical loss or damage occurred; (2) The likely Net Income of the business if no loss or damage occurred, but not including any Net Income that would likely have been earned as a result of an increase in the volume of business due to favorable business conditions caused by the impact of the Covered Cause of Loss on customers or on other businesses; (3) The operating expenses, including payroll expenses, necessary to resume "operations" with the same quality of service that existed just before the direct physical loss or damage; and (4) Other relevant sources of information, including: (a) Your financial records and accounting procedures; (b) Bills, invoices and other vouchers; and (b) Deeds, liens or contracts. h. The amount of Extra Expense will be determined based on: (1) All expenses that exceed the normal operating expenses that would have been incurred by "operations" during the "period of restoration" if no direct physical loss or damage had occurred. We will deduct from the total of such expenses: (a) The salvage value that remains of any property bought for temporary use during the "period of restoration" once "operations" are resumed; and (b) Any Extra Expense that is paid for by other insurance, except for insurance that is written subject to the same plan, terms, conditions and provisions as this insurance; and (2) Necessary expenses that reduce the Business Income loss that otherwise would have been incurred. i. Loss Payment We will pay for covered loss within 30 days after we receive the sworn proof of loss, if you have complied with all of the terms of this Additional Coverage and: (1) We have reached an agreement with you on the amount of loss; or (2) An appraisal award has been made. j. Resumption of Operations We will reduce the amount of your: (1) Business Income loss, other than Extra Expense, to the extent you can resume your "operations," in whole or in part, by using damaged or undamaged property (including merchandise or stock) at the described premises or elsewhere. (2) Extra Expense loss to the extent you can return "operations" to normal and discontinue such Extra Expense. If you do not resume "operations," or do not resume "operations" as quickly as possible, we will pay based on the length of time it would have taken to resume "operations" as quickly as possible. Page 12 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 5. Limitation – Interruption of Computer Operations a. Coverage for Business Income does not apply when action is taken to avoid or minimize a “suspension†of “operations†caused by destruction or corruption of electronic data, or any loss or damage to electronic data, except as provided under the Additional Coverage – Interruption Of Computer Operations. b. Coverage for Extra Expense does not apply when action is taken to avoid or minimize a “suspension†of “operations†caused by destruction or corruption of electronic data, or any loss or damage to electronic data, except as provided under the Additional Coverage – Interruption Of Computer Operations. c. Electronic data means information, facts or computer programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), on hard or floppy disks, CD-ROMs, tapes, drives, cells, data processing devices or any other repositories of computer software which are used with electronically controlled equipment. The term computer programs, referred to in the foregoing description of electronic data, means a set of related electronic instructions which direct the operations and functions of a computer or device connected to it, which enable the computer or device to receive, process, store, retrieve or send data. K. Business Income From Dependent Properties 1. We will pay for the actual loss of Business Income you sustain due to the necessary "suspension" of your "operations" during the coverage period. The "suspension" must be caused by direct physical loss of or damage at the premises of a dependent property caused by or resulting from a Covered Cause of Loss. However, this Additional Coverage does not apply when the only loss to dependent property is loss or damage to electronic data, including destruction or corruption of electronic data. If the dependent property sustains loss or damage to electronic data and other property, coverage under this Additional Coverage will not continue once the other property is repaired, rebuilt or replaced. Electronic data has the meaning set forth in Paragraph 5. Limitation – Interruption of Computer Operations included in Additional Coverage – Business Income Including Extra Expense of this form. The most we will pay under this Additional Coverage is $10,000 in any one occurrence. 2. We will reduce the amount of your Business Income loss, other than Extra Expense, to the extent you can resume "operations," in whole or in part, by using any other available: a. Source of materials; or b. Outlet for your products. 3. If you do not resume “operations,†or do not resume “operations†as quickly as possible, we will pay based on the length of time it would have taken to resume “operations†as quickly as possible. 4. Business Income, as it pertains to this Additional Coverage – Business Income From Dependent Properties, means: a. Net income (net profit or loss before income taxes) that would have been earned or incurred if no physical loss or damage had occurred, but not including any net income that would likely have been earned as a result of an increase in the volume of business due to favorable business conditions caused by the impact of the Covered Cause of Loss; and b. Continuing normal operating expenses incurred, including ordinary payroll. 5. Dependent property means property operated by others whom you depend on to: a. Deliver materials or services to you, or to others for your account. But services does not mean water, communication or power supply services; b. Accept your products or services; c. Manufacture your products for delivery to your customers under contract for sale; or d. Attract customers to your business. The dependent property must be located in the coverage territory of this policy. 6. The coverage period for Business Income under this Additional Coverage: a. Begins 72 hours after the time of direct physical loss or damage caused by or resulting from any Covered Cause of Loss at the premises of the dependent property; and b. Ends on the date when the property at the premises of the dependent property should be repaired, rebuilt or replaced with reasonable speed and similar quality. 7. The Business Income coverage period, as stated in Paragraph 6., does not include any increased period required due to the enforcement of any ordinance or law that: a. Regulates the construction, use or repair, or requires the tearing down, of any property; or b. Requires any insured or others to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to or assess the effects of "pollutants". The expiration date of this policy will not reduce the Business Income coverage period. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 13 of 25 American Association of Insurance Services, Inc., with their permission L. Claims Expenses In the event of covered loss or physical damage we will pay up to $10,000 in any one occurrence as an additional Limit of Insurance to cover reasonable expenses incurred by you at our specific request to assist us in: 1. The investigation of a claim or suit; or 2. The determination of the amount of loss, such as taking inventory, or auditing business records. M. Inventory Or Appraisal Cost We will pay up to $5,000 each occurrence for the cost of any inventory or appraisal required as a result of direct physical loss or damage to covered property caused by or resulting from a Covered Cause of Loss. N. Money And Securities 1. We will pay for loss of “money†and “securities†used in your business caused by “theft,†disappearance or destruction. The most we will pay for loss in any one “occurrence†under this coverage is: a. $10,000 for “money†and “securities†while inside the “premises†or a “banking premises.†b. $5,000 for “money†and “securities†while in the care and custody of a “messenger.†2. Additional Exclusions Applicable to Money And Securities We will not pay for loss as specified below: a. Loss resulting from accounting or arithmetical errors or omissions; b. Loss resulting from the giving or surrendering of property in any exchange or purchase. a. Loss of property contained in any money operated device unless the amount of “money†deposited in it is recorded by a continuous recording instrument in the device. d. Loss resulting from any dishonest or criminal act committed by any of your “employees,†directors, trustees or authorized representatives: (1) Acting alone or in collusion with other persons; or (2) While performing services for you or otherwise. e. Loss of property after it has been transferred or surrendered to a person or place outside the “premises†or “banking premises.†(1) On the basis of unauthorized instructions; or (2) As a result of a threat to do: (a) Bodily harm to any person; or (b) Damage to any property. (3) But, this exclusion does not apply to loss of “money†and “securities†while outside the “premises†or “banking premises†in the care and custody of a “messenger†if you: (a) Had no knowledge of any threat at the time the conveyance began; or (b) Had knowledge of a threat at the time the conveyance began, but the loss was not related to the threat. f. Loss resulting from your, or anyone acting on your express or implied authority, being induced by any dishonest act to voluntarily part with title to or possession of any property. 3. Additional Conditions a. The reference to “money†and “securities†in Subparagraph A.2.a. Property Not Covered of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM does not apply to the coverage provided by this form. b. You must keep records of all “money†and “securities†so we can verify the amount of loss or damage. O. Off Premises Power Failure – Direct Damage 1. With respect to coverage provided in this Additional Coverage – Off Premises Power Failure – Direct Damage, Exclusion B.1.e. of the CAUSES OF LOSS – SPECIAL FORM is deleted in its entirety and replaced as follows: e. Utility Services The failure of utility service (other than Power Supply Service) supplied to the described premises, however caused, if the failure occurs away from the described premises. Failure includes lack of sufficient capacity and reduction in supply. But if the failure of utility service results in a Covered Cause of Loss, we will pay for the loss or damage caused by that Covered Cause of Loss. This exclusion does not apply to the Business Income coverage or to Extra Expense coverage. Instead, the Special Exclusion in Paragraph B.4.a.(1) applies to these coverages. Page 14 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 2. The following Additional Coverage is added: Off Premises Power Failure – Direct Damage a. We will pay for loss of or damage to Covered Property caused by an interruption in Power Supply Service to the described premises. The interruption in Power Supply Service must result from direct physical loss or damage by a Covered Cause of Loss to property that is located off the described premises. b. Coverage under this Additional Coverage does not apply to loss or damage to electronic data, including destruction or corruption of electronic data. The term electronic data has the meaning set forth in Paragraph 5. Limitation – Interruption of Computer Operations included in Additional Coverage – Business Income Including Extra Expense of this form. c. Power Supply Service means the following types of property supplying electricity, steam or gas to the described premises: (1) Utility generating plants; (2) Switching stations; (3) Substations; (4) Transformers; and (5) Transmission lines, including overhead transmission lines. d. The most we will pay for any one occurrence is $10,000. P. Ordinance Or Law Coverage Exclusion B.1.a. Ordinance Or Law of the CAUSES OF LOSS – SPECIAL FORM is deleted and the following coverage applies: 1. Ordinance or Law Coverage applies only if the following is satisfied. a. The ordinance or law: (1) Regulates the demolition, construction or repair of buildings, or establishes zoning or land use requirements at the described premises; and (2) Is in force at the time of loss. But coverage under this endorsement applies only in response to the minimum requirements of the ordinance or law. Losses and costs incurred in complying with recommended actions or standards that exceed actual requirements are not covered under this endorsement. b. (1) The building sustains direct physical damage that is covered under this policy and such damage results in enforcement of the ordinance or law; or (2) The building sustains both direct physical damage that is covered under this policy and direct physical damage that is not covered under this policy, and the building damage in its entirety results in enforcement of the ordinance or law. (3) But if the building sustains direct physical damage that is not covered under this policy, and such damage is the subject of the ordinance or law, then there is no coverage under this additional coverage even if the building has also sustained covered direct physical damage. c. In the situation described in 1.b.(2) above, we will not pay the full amount of loss otherwise payable under the terms of Coverage A and/or Coverage B and C Combined of this additional coverage. Instead, we will pay a proportion of such loss; meaning the proportion that the covered direct physical damage bears to the total direct physical damage. However, if the covered direct physical damage, alone, would have resulted in enforcement of the ordinance or law, then we will pay the full amount of loss otherwise payable under the terms of Coverages A and/or B and C Combined of this endorsement. 2. Under this coverage, we will not pay for loss due to any ordinance or law that: a. You were required to comply with before the loss, even if the building was undamaged; and b. You failed to comply with. 3. Under this coverage, we will not pay for: a. Enforcement of any ordinance or law which requires the demolition, repair, replacement, reconstruction, remodeling or remediation of property due to contamination by “pollutants†or due to the presence, growth, proliferation, spread or any activity of “fungus,†wet or dry rot or bacteria; or b. The costs associated with the enforcement of any ordinance or law which requires any insured or others to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of “pollutants,†“fungus,†wet or dry rot or bacteria. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 15 of 25 American Association of Insurance Services, Inc., with their permission 4. Coverage A: Coverage for Loss to the Undamaged Portion of the Building a. If a Covered Cause of Loss occurs to covered building property at the premises described in the Declarations, we will pay for the loss in value of the undamaged portion of the building as a consequence of enforcement of an ordinance or law that requires demolition of undamaged parts of the same building. b. Coverage A is included within the Limit of Insurance applicable to the covered building property at the premises described in the Declarations. Coverage A does not increase the Limit of Insurance. c. Loss will be determined as follows: (1) If the Replacement Cost Coverage Option applies and the property is repaired or replaced, on the same premises or another premises, we will not pay more than the lesser of: (a) The amount you actually spend to repair, rebuild or reconstruct the building, but not for more than the amount it would cost to restore the building on the same premises and to the same height, floor area, style and comparable quality of the original property insured; or (b) The Limit of Insurance shown in the Declarations as applicable to the covered building property. (2) If the Replacement Cost Coverage Option applies and the property is not repaired or replaced, or if the Replacement Cost Coverage Option does not apply, we will not pay more than the lesser of: (a) The actual cash value of the building at the time of loss; or (b) The Limit of Insurance shown in the Declarations as applicable to the covered building property. 5. Coverages B: Demolition Cost and C: Increased Cost of Construction (Combined) If a Covered Cause of Loss occurs to covered building property, we will pay up to 25 percent (25%) of the Limit of Insurance applicable to building property at the premises described in the Declarations, subject to a maximum limit of $150,000, for the total of all covered losses (combined) for Demolition Cost and Increased Cost of Construction. Subject to these limits of coverage, the following conditions will apply: a. Demolition Cost (1) With respect to the building that has sustained covered direct physical damage, we will pay the cost to demolish and clear the site of undamaged parts of the same building, as a consequence of enforcement of an ordinance or law that requires demolition of such undamaged property. (2) The Coinsurance Additional Condition does not apply to Demolition Cost. (3) We will not pay more than the amount you actually spend to demolish and clear the site of the premises described in the Declarations. b. Increased Cost of Construction (1) With respect to the building that has sustained covered direct physical damage, we will pay the increased cost to: (a) Repair or reconstruct damaged portions of that building property; and/or (b) Reconstruct or remodel undamaged portions of that building property, whether or not demolition is required; when the increased cost is a consequence of enforcement of the minimum requirements of the ordinance or law. However: (a) This coverage applies only if the restored or remodeled property is intended for similar occupancy as the current property, unless such occupancy is not permitted by zoning or land use ordinance or law. (b) We will not pay for increased cost of construction if the building is not repaired, reconstructed or remodeled. The Coinsurance Additional Condition does not apply to Increased Cost of Construction. (2) When covered building property is damaged or destroyed by a Covered Cause of Loss and Increased Cost of Construction applies to that property in accordance with b.(1) above, coverage for the Increased Cost of Construction also applies to repair or reconstruction of the following, subject to the same conditions stated in b.(1): (a) The cost of excavations, grading, backfilling and filling; (b) Foundation of the building; (c) Pilings; and (d) Underground pipes, flues and drains. The items listed in (2)(a) through (2)(d) above are deleted from Property Not Covered, but only with respect to the coverage described in this provision 5.b. (3) Loss Payment will be determined as follows: Page 16 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (a) We will not pay: (i) Until the property is actually repaired or replaced, at the same or another premises; and (ii) Unless the repairs or replacement are made as soon as reasonably possible after the loss or damage, not to exceed two years. We may extend this period in writing during the two years. (b) If the building is repaired or replaced at the same premises, or you elect to rebuild at another premises, the most we will pay is the increased cost of construction at the same premises. Q. Outdoor Signs 1. We will pay for direct physical loss of or damage to all Outdoor Signs at the premises described in the Declarations: a. owned by you; or b. owned by others but in your care, custody or control. 2. None of the exclusions in Section B. Exclusions of the CAUSES OF LOSS – SPECIAL FORM apply to Outdoor Signs provided under this coverage except: a. B.1.c. Governmental Action; b. B.1.d. Nuclear Hazard; and c. B.1.f. War and Military Action. 3. We will not pay for loss or damage caused by or resulting from: a. wear and tear; b. hidden or latent defect; c. rust; d. corrosion; or e. mechanical breakdown. The most we will pay for loss of or damage in any one occurrence is $10,000. R. Recharging Of Fire Extinguishers We will pay for expenses you incur for the recharging of Fire Extinguishers made necessary by the fighting of a fire at the premises described in the Declarations or adjacent to such property. The most we will pay for any one occurrence is $5,000. S. Unauthorized Business Card Use We will pay for the loss of “money†resulting from theft, forgery or unauthorized use of credit, debit or charge cards issued in the business name to you, your partners or officers, including: 1. Fund transfer cards; 2. Charge plates; and 3. Telephone cards. The most we will pay under this Additional Coverage during each 12 month period of this policy (including any extension of less than one year), is $5,000. We will not pay for loss resulting from the use of any credit, debit or charge card if not customarily used in your business. T. Forgery Or Alteration 1. We will pay for loss resulting directly from "forgery" or alteration of checks, drafts, promissory notes, or similar written promises, orders or directions to pay a sum certain in "money" that are: (a) Made or drawn by or drawn upon you; or (b) Made or drawn by one acting as your agent; or that are purported to have been so made or drawn. For the purposes of this Insuring Agreement, a substitute check as defined in the Check Clearing for the 21st Century Act shall be treated the same as the original it replaced. 2. If you are sued for refusing to pay any instrument covered in Paragraph 1. above, on the basis that it has been forged or altered, and you have our written consent to defend against the suit, we will pay for any reasonable legal expenses that you incur and pay in that defense. 3. The most we will pay for any loss in any one “occurrence†including legal expenses is $10,000. U. Salespersons Samples 1. We will pay for loss of or damage to Covered Property from a Covered Cause of Loss to samples (including their containers) of your stock in trade that are: (a) Owned by you; or MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 17 of 25 American Association of Insurance Services, Inc., with their permission (b) The property of others for which you are legally liable. But this coverage applies only while such property is: (a) In the custody of your salespersons or authorized sales representatives; (b) In your custody, if you are an individual, while you are acting as a salesperson; or (c) In due course of transit to or from your premises and your salespersons or authorized sales representatives. 3. Additional Exclusion Applicable to Salespersons Samples We will not pay for loss as specified below: Theft from an unattended vehicle unless at the time of theft, its windows, doors and compartments were closed and locked and there are visible signs that the theft was the result of forced entry. 4. The most we will pay under this coverage is $2,500 in any one occurrence. __________________________________________________________________________________________________ Inland Marine Coverages _________________________________________________________________________________________________________________________ The following coverages are added under 4. Additional Coverages of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM. The Additional Condition, Coinsurance, does not apply to these coverages. A. Installation Coverage 1. Coverage a. We will pay for loss of or damage to the following property: (1) Materials, supplies, equipment, machinery and fixtures owned by you or in your care, custody or control, and which are to be installed by you or at your direction; and (2) Temporary structures built or assembled by you on site, including cribbing, scaffolding and construction forms. This property is covered while: (1) At any job site you do not own, lease or operate; (2) Awaiting and during installation, or awaiting acceptance by the purchaser; (3) At a "temporary storage location." But property in transit is not covered except as provided under Property Extension – Property In Transit. b. This Additional Coverage does not apply to: (1) An existing building or structure to which an addition, alteration, improvement or repair is being made; (2) Property stored at a permanent warehouse or storage yard that you own; (3) A plan, blueprint, design or specification; and (4) Machinery, tools, equipment, supplies or similar property that will not become a permanent part of the project. This includes contractors equipment and other tools belonging to a contractor or sub-contractor. c. We will not pay for loss or damage caused by or resulting from any of the following: (1) The cost to make good or replace faulty or defective materials or workmanship; (2) Penalties for noncompletion or non-compliance with any contract terms or conditions; (3) Testing including stand-up performance, stress, pressure, overload testing of the covered property; (4) A fault, defect, deficiency, error or omission in a plan, blueprint, design or specification; or (5) The weight of a load when it exceeds the designed capacity of any property covered under this Additional Coverage to lift, move or support the load from any position. 2. The following is added to E.7. Valuation of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM: f. As respects your materials, supplies, machinery, fixtures and equipment and similar property of others in your care, custody or control which will become a permanent part of your installation, fabrication or erection project, the value of covered property may be valued as follows: (1) Actual Cost to Repair, Replace or Rebuild. The value of covered property will be based on the lesser of the following accounts: (a) The actual cost to repair, replace or rebuild the covered property with materials of like kind and quality. The actual cost may include material, labor and reasonable overhead expenses; or (b) The amount you actually spend to repair, replace or rebuild the covered property. Page 18 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission This valuation provision does not apply to Paragraphs (2) or (3) below. (2) Pair or Set. The value of a lost or damaged article which is part of a pair or set is based on a reasonable proportion of the value of the entire pair or set. The loss is not considered a total loss of the pair or set. (3) Loss to Parts. The value of a lost or damaged part of an item that consists of several parts when it is complete is based on the value of only the lost or damaged part or the cost to repair or replace it. 3. Limit of Insurance The most we will pay for loss or damage to property covered under this Additional Coverage is $10,000 per occurrence. This is the most we will pay regardless of: a. The number of job sites you do not own, lease or operate; or b. "Temporary storage locations." 4. With respect to this coverage, Installation Coverage, Section D. Deductible of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced by the following: D. Deductible We will not pay for loss or damage in any one occurrence until the amount of loss or damage exceeds $500. We will then pay the amount of loss or damage in excess of $500 up to the applicable limit of insurance. 5. Paragraph e. of C.1. Limitations of the CAUSES OF LOSS – SPECIAL FORM is replaced by the following: e. Property that is missing, where the only evidence of the loss or damage is a shortage disclosed on taking inventory, or other instances where there is no physical evidence to show what happened to the property. But, this limitation does not apply to covered property in the custody of a carrier for hire. 6. The following are added to F. Additional Conditions of the BUILDING AND PERSONAL COVERAGE FORM: 3. Carriers for Hire You may accept bills of lading or shipping receipts issued by carriers for hire that limit their liability to less than the actual cash value of the covered property. 4. Coverage provided under the Installation Coverage will end when one of the following first occurs: (1) This policy expires or is cancelled; (2) The property covered under this Additional Coverage is accepted by the purchaser; (3) Your interest in the property covered under this Additional Coverage ceases; (4) You abandon the project to be performed by you for the purchaser, with no intention to complete it; (5) 90 days after the project to be performed by you for the purchaser is completed, unless we specify a different date in writing. B. Contractors Equipment Coverage 1. Your "Small Tools" and "Small Tools" Owned by Your Employees We will pay for your "small tools" and "small tools" owned by your employees. The most we will pay is as follows: Limit for Your "Small Tools": $5,000. (maximum limit per item $1,000) Limit for "Small Tools" Owned by Your Employees: $1,000. (maximum limit per item $250) Leased and Rented Equipment We will pay for contractors' equipment that is leased or rented from others to you. Contractors' equipment means machinery, equipment, and tools of a mobile nature that you use in your contracting, installation, erection, or moving operations or projects. The most we will pay for property leased or rented from others is $5,000. a. Coverage applies only to covered property while: (1) At the described premises; (2) On a "client's" premises; or (3) In transit directly between the described premises and a "client's" premises and while in a motor vehicle owned, leased or operated by the named insured. b. The coverage provided by this Additional Coverage applies only to loss caused by or resulting from the following causes of loss and only if they are Covered Causes of Loss: (1) Fire: (2) Lightning; (3) Explosion; (4) Aircraft; MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 19 of 25 American Association of Insurance Services, Inc., with their permission (5) Vandalism and malicious mischief; or (6) Theft. c. The following is added to A.2. Property Not Covered of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM: r. Property while stored or operated underground in connection with any mining operations. d. The following is added to Paragraph 2. of B. Exclusions of the CAUSES OF LOSS - SPECIAL FORM: n. We will not pay for loss or damage caused by puncture, blowout and road damage to tires and tubes mounted on vehicles. However, we do pay for puncture, blowout or road damage caused by a specified peril. o. We will not pay for loss caused by humidity, dampness, dryness or changes in or extremes of temperature. p. We will not pay for loss caused by the weight of a load which, under the operating conditions at the time of a loss, exceeds the registered lifting capacity of any equipment or machine. q. We will not pay for loss due to theft or mysterious disappearance from any vehicle or attached container. We will pay for loss due to burglary when there are signs of forcible entry to a locked vehicle or container. e. E.7. Valuation of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced by the following: 7. Valuation We will determine the value of covered property in the event of loss or damage as follows: a. At actual cash value at the time of the loss (with a deduction for depreciation) except as provided in Paragraphs b. and c. following. b. Pair or Set. The value of a lost or damaged article which is part of a pair or set is based on a reasonable proportion of the value of the entire pair or set. The loss is not considered a total loss of the pair or set. c. Loss to Parts. The value of a lost or damaged part of an item that consists of several parts when it is complete is based on the value of only the lost or damaged part or the cost to repair or replace it. 2. Rental Reimbursement In the event of loss by a covered peril to covered contractors' equipment that you own, we will reimburse you for your expense to rent similar equipment while your equipment is inoperable. The most we will reimburse you for rental reimbursement expenses is $1,000. We will continue to reimburse you for the rental of equipment after the expiration date of this coverage provided the loss occurred before the expiration date. We will not reimburse you: a. If you can continue or resume your operations with similar equipment that is available to you at no additional expense to you; or b. For the rental expense of any equipment unless you make every reasonable effort to repair, replace or rebuild the inoperable equipment after the covered loss occurs. 3. With respect to this Additional Coverage, Contractors Equipment Coverage, Section D. Deductible of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced by the following: D. Deductible We will not pay for loss or damage in any one occurrence until the amount of loss or damage exceeds $500. We will then pay the amount of loss or damage in excess of $500 up to the applicable limit of insurance. We will not reimburse you for the rental of equipment until after 72 hours have passed since the covered property was rendered inoperable. After 72 hours have passed, we will only reimburse you for the rental expense that you actually incur. The deductible of $500 does not apply to rental reimbursement expenses. __________________________________________________________________________________________________ General Liability Additional Coverages _________________________________________________________________________________________________________________________ The following Additional Coverages are added to the COMMERCIAL GENERAL LIABILITY COVERAGE FORM. A. Blanket Additional Insured Coverage 1. SECTION II – WHO IS AN INSURED of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended to include as an insured any person or organization (referred to as Additional Insured) whom you are required to add as an Additional Insured on this policy under: a. A written contract or agreement; and b. Where a certificate of insurance showing that person or organization as an additional insured has been issued; and Page 20 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission c. When the written contract or agreement and certificate of insurance are currently in effect or becoming in effect during the term of the policy and executed prior to the "bodily injury," "property damage," or "personal and advertising injury." 2. The insurance provided to the Additional Insured is limited as follows: a. The Additional Insured is only an additional insured for: (1) "Bodily injury," "property damage," or "personal and advertising injury" caused in whole or in part by negligent acts or omissions of the Named Insured or anyone directly or indirectly employed by the Named Insured or for whose acts a Named Insured may be liable. (2) Liability arising out of your ongoing operations for the Additional Insured by or for you. A person’s or organization’s status as an insured under this coverage ends when your operations for that insured are completed. b. The Limits of Insurance applicable to the Additional Insured are those specified in the written contract or agreement but not more than the Limits of Insurance specified in the Declarations for this policy. The Limits of Insurance applicable to the Additional Insured are inclusive of and not in addition to the Limits of Insurance shown in the Declarations for the Named Insured. 3. In addition to the other exclusions applicable to Section I, Coverages A., B. and C. of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM, the insurance provided to the Additional Insured does not apply to: a. "Property damage" to: (1) Property owned, used, occupied by, loaned or rented to the Additional Insured; (2) Property in the care, custody or control of the Additional Insured or over which the Additional Insured are for any purpose exercising physical control; or (3) "Your work" performed for the Additional Insured. b. "Bodily injury," "property damage," or "personal and advertising injury" arising out of an architect's, engineer's or surveyor's rendering or failure to render any professional services for you, for the Additional Insured or for others, including, but not limited to: (1) The preparing, approving or failure to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection or engineering services. c. “Bodily injury†or “property damage†occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured at the site of the covered operations has been completed; or (2) That portion of “your work†out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 4. SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 4. Other Insurance, is amended to add the following subparagraph: d. Additional Insured’s Other Insurance As Excess Insurance To the extent required by an “insured contract,†this insurance is primary on behalf of the Additional Insured; and any other insurance maintained by the Additional Insured is excess and not contributory with this insurance. If the “insured contract†does not require this provision, then Paragraph a. above will apply. B. Mobile Equipment Broadened Coverage V.12.f.(1) of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM is replaced by the following: (1) Equipment designed primarily for: (a) Snow Removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning. Except the above provisions do not apply to self-propelled vehicles of less than 1,000 pounds gross vehicle weight which are not intended for use on a highway. C. Aggregate Limit Per Project The General Aggregate Limit under SECTION III – LIMITS OF INSURANCE of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM applies separately to each of your projects away from premises owned by or rented to you. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 21 of 25 American Association of Insurance Services, Inc., with their permission D. Blanket Waiver Of Transfer Of Rights Of Recovery Against Others To Us The Transfer Of Rights Of Recovery Against Others To Us Condition (SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against any person or organization to whom you by written contract or written agreement have waived your own right or recovery for loss caused by that person or organization because of payments we make for injury or damage arising out of your ongoing operations or “your work†done under a written contract or written agreement with that person or organization and included in the “products-completed operations hazard.†This provision does not apply unless the written contract or written agreement has been executed prior to the “occurrence†or offense giving rise to the “bodily injury†or “property damage.†E. Voluntary Property Damage Coverage 1. We will, at your request, pay but not defend any claim for "property damage" to the property of others otherwise excluded under A.2.j.(4), (5) and (6) of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM provided that: a. Such "property damage" takes place while such property is in your care, custody or control, or is property of others over which you, for any purpose, are exercising or have exercised physical control; and b. Such "property damage" takes place away from any premises you own, rent or lease; and c. Such "property damage" takes place within the "coverage territory" and during the policy term; and d. Such "property damage" takes place only during your operations that are known to us, are scheduled on the policy and for which a premium has been charged. 2. The insurance under this additional coverage does not apply to "property damage" to property: a. Held by you for servicing, repair, storage or sale at premises owned by, rented or leased to you; b. While being transported by or caused by the ownership, maintenance, operation, use, “loading or unloading†of any "auto," watercraft or aircraft; or c. Owned or occupied by or rented to you. 3. Deductible This additional coverage will apply only to that amount of any loss in each "occurrence" that exceeds $500. The terms of the policy with respect to your duties in the event of "occurrence," claim or "suit" and the Company's right to investigate, negotiate and settle any claim or "suit" apply irrespective of the application of the deductible amount of $500. We may pay any part or all of the deductible amount of $500 to effect settlement of any claim or "suit." Upon notification of the action taken, you must promptly reimburse us for such part of the deductible amount as has been paid by us. 4. Limits of Liability The Limit of Liability for this additional coverage shall not exceed $2,500 for each "occurrence" and is the limit of the Company's liability for all damages on account of each claim or "suit" covered herein. The annual aggregate Limit of Liability is $2,500 and is, subject to the above provisions respecting each claim, the total limit of the Company's liability for all damages. 5. Settlement In the event of loss covered by this additional coverage, you shall, if requested by us, replace the property or furnish the labor and materials necessary for repairs thereto at actual cost to you, excluding prospective profit or overhead charges of any nature. Any property so paid for or replaced shall, at our option, become the property of the Company. Payment hereunder shall not constitute an admission of liability of you or, except as stated herein, of the Company. __________________________________________________________________________________________________ Additional Conditions _________________________________________________________________________________________________________________________ A. Insurance Under Two Or More Coverages The following is added to Paragraph C. Insurance under Two or More Coverages of the COMMERCIAL PROPERTY CONDITIONS: If a Coverage Form is attached to this policy that provides a limit for any coverage provided by this endorsement; the limit shown in the SCHEDULE and the coverage provided by this endorsement are deleted and replaced by the limit and coverage provided by the Coverage Form. B. Limits Of Insurance Regardless of the number of buildings at a location covered by this endorsement, the most we will pay under this Coverage Enhancement endorsement in any one occurrence is the applicable Limits of Insurance shown in the SCHEDULE on page 1 of this endorsement. Page 22 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission C. Deductibles The Deductible described in section D. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM applies to each of the Coverage Enhancements except as shown below: We will not pay for loss or damage in any one occurrence until the amount of loss or damage exceeds $500. We will then pay the amount of loss or damage in excess of $500 up to the applicable Limit of Insurance for the following enhancements: 1. Personal Effects and Property of Others 2. Valuable Papers and Records (Other than Electronic Data) 3. Property Off-Premises (Including Laptops and Other Electronic Equipment) 4. Outdoor Property (Named Perils) 5. Accounts Receivable 6. Property in Transit (Including Laptops and Other Electronic Equipment) 7. Fine Arts 8. Electronic Data 9. Water Back-Up and Sump Overflow 10. Employee Theft 11. Money and Securities 12. Forgery or Alteration No deductible provisions apply to the following enhancements: 1. Fire Department Service Charge 2. Arson Reward 3. Claims Expenses 4. Inventory or Appraisal Cost 5. Recharging of Fire Extinguishers 6. Rental Reimbursement D. Additional Definitions The following Additional Definitions apply to this endorsement only: 1. "Banking Premises" means the interior of that portion of any building occupied by a banking institution or similar safe depository. 2. "Business Income" means the: a. Net income (Net Profit or Loss before income taxes) that would have been earned had no loss occurred; and b. Continuing normal operating expenses incurred, including payroll. For manufacturing risks, Net Income includes the net sales value of production. 3. “Client†as used in Employee Theft Coverage means any entity for whom you perform services under a written agreement. 4. "Client" as used in Contractors Equipment Coverage means an individual, company or organization with whom you have a written contract or work order for your services for a described premises and have billed for your services. 5. "Employee" as used in Employee Theft and Money And Securities Coverages means: a. "Employee" means: (1) Any natural person: (a) While in your service or for 30 days after termination of service; (b) Who you compensate directly by salary, wages or commissions; and (c) Who you have the right to direct and control while performing services for you; (2) Any natural person who is furnished temporarily to you: (a) To substitute for a permanent "employee" as defined in Paragraph (1) above, who is on leave; or (b) To meet seasonal or short-term work load conditions; while that person is subject to your direction and control and performing services for you, excluding, however, any such person while having care and custody of property outside the "premises"; MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 23 of 25 American Association of Insurance Services, Inc., with their permission (3) Any natural person who is leased to you under a written agreement between you and a labor leasing firm, to perform duties related to the conduct of your business, but does not mean a temporary employee as defined in Paragraph (2) above; (4) Any natural person who is your director or trustee while that person is handling "money" or "securities." (5) Any natural person who is a former "employee," director, partner, member (an owner of a limited liability company represented by its membership interest, who also may serve as a manager), manager (a person serving in a directorial capacity for a limited liability company), representative or trustee retained as a consultant while performing services for you; or (6) Any natural person who is a guest student or intern pursuing studies or duties, excluding, however, any such person while having care and custody of "money" or "securities" outside the "premises." b. "Employee" does not mean: (1) Any agent, broker, factor, commission merchant, consignee, independent contractor or representative of the same general character; or (2) Any manager (a person serving in a directorial capacity for a limited liability company), director or trustee except while performing acts coming within the scope of the usual duties of an "employee." 6. "Extra Expense" means necessary expenses you incur during the "period of restoration" that you would not have incurred if there had been no direct physical loss or damage to property caused by or resulting from a Covered Cause of Loss. Coverage pertains to expenses (other than the expense to repair or replace property) which are incurred to a. Avoid or minimize the "suspension" of business and to continue "operations" at the described premises or at replacement premises or temporary locations, including relocation expenses and costs to equip and operate the replacement location or temporary location. b. Minimize the "suspension" of business if you cannot continue "operations." 7. "Fine Arts" means paintings, etchings, pictures, tapestries, art glass windows, valuable rugs, statuary, marbles, bronzes, antique furniture, rare books, antique silver, manuscripts, porcelains, rare glass, bric–a–brac, and similar property of rarity, historical value or artistic merit. 8. "Finished Stock" means stock you have manufactured. Finished stock also includes whiskey and alcoholic products being aged. 9. “Forgery†means the signing of the name of another person or organization with intent to deceive; it does not mean a signature which consists in whole or in part of one's own name signed with or without authority, in any capacity, for any purpose. 10. "Loss" as used in the Accounts Receivable Extension means accidental loss or damage. 11. "Manager" as used in Employee Theft Coverage means a person serving in a directorial capacity for a limited liability company. 12. "Messenger" means you, any of your partners or any employee while having care and custody of the property outside the "premises." 13. "Money" means: a. Currency, coins and bank notes whether or not in current use; and b. Travelers checks, register checks and money orders held for sale to the public. 14. "Occurrence" as used in the Money And Securities Coverage means an act or series of related acts involving one or more persons; or an act or event, or a series of related acts or events not involving any person. 15. "Occurrence" as used in the Forgery Or Alteration Coverage means all loss caused by any person or in which that person is involved, whether the loss involves one or more instruments. 16. "Operations" as used in the Business Income Including Extra Expense and Business Income From Dependent Properties Coverages "Extra Expense" Definition means your business activities occurring at the address shown in the Declaration that you occupy for your business. 17. "Period of Restoration" means the period of time that: a. Begins with the date of direct physical loss or damage caused by or resulting from any Covered Cause of Loss at the described premises; and b. Ends on the date when the property at the described premises should be repaired, rebuilt or replaced with reasonable speed and similar quality. "Period of Restoration" does not include any increased period required due to the enforcement of any ordinance of law that: (1) Regulates the construction, use or repair, or requires the tearing down of any property; or Page 24 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (2) Requires any insured or others to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of "pollutants." 18. "Pollutants" as used in the Business Income From Dependent Properties Coverage and the "Period of Restoration" Definition means any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. 19. "Premises" as used in the Money And Securities Coverage and "Employee" and "Messenger" Definitions means the interior of that portion of any building you occupy in conducting your business. 20. "Premises" as used in the Accounts Receivable Extension means that interior of the building at the address shown in the Declarations that you occupy for your business. 21. “Rental Value†means the: a. Total anticipated rental income from tenant occupancy of the premises described in the Declarations as furnished and equipped by you, and b. Amount of all charges which are the legal obligation of the tenant(s) and which would otherwise be your obligations, and c. Fair rental value of any portion of the described premises which is occupied by you. 22. "Securities" means negotiable and non-negotiable instruments or contracts representing either "money" or other property and include: a. Tokens, tickets, revenue and other stamps whether or not in current use; and b. Evidences of debt issued in connection with credit or charge cards, which are not of your own issue but does not include "money." 23. "Small Tools" means any tool which can be moved easily by one person without mechanical assistance and/or can be hand held for the purpose of doing labor. 24. "Suspension" means the slowdown or cessation of your business activities. 25. "Temporary Storage Location" means a location where property that is to become a permanent part of a completed project is stored while waiting to be delivered to the job site: a. That you do not own, lease or operate; and b. Where work is in progress, or will begin in 30 days. 26. "Theft" as used in the Employee Theft and Money And Securities Coverages means the unlawful taking of "money" or "securities" to the deprivation of the insured. All Other Conditions of this Policy apply. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 25 of 25 American Association of Insurance Services, Inc., with their permission COMMERCIAL GENERAL LIABILITY GC 10 24 07 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II Who Is An Insured is amended to include as an additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured for completed operations. Such person or organization is an additional insured only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" performed for that additional insured and included in the "products-completed operations hazard." B. With respect to the insurance afforded to these additional insureds, the following limitations apply: 1. This additional insured status is granted only at the locations listed in the written contract. 2. shown in the General Liability Declarations of this policy. C. With respect to the insurance afforded to these additional insureds, the following exclusion applies: This insurance does not apply to: e date of this endorsement. GC 10 24 07 09 Includes copyrighted material of Page 1 of 1 Insurance Services Office, Inc., with its permission DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/11/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Rita Larsen NAME: Rice Insurance LLC PHONE (360) 734-1161 FAX (360) 734-1173 (A/C, No, Ext): (A/C, No): 1400 Broadway E-MAIL rita@riceinsurance.com ADDRESS: P.O. Box 639 INSURER(S) AFFORDING COVERAGE NAIC # Bellingham WA 98227 American Hallmark 43494 INSURER A : INSURED INSURER B : Lawson and Sons LLC INSURER C : 26910 92nd Ave NW INSURER D : C-5 PMB519 INSURER E : Stanwood WA 98292 INSURER F : COVERAGES CERTIFICATE NUMBER: CL1932161461 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ DAMAGE TO RENTED 100,000 CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ 5,000 MED EXP (Any one person) $ A $0 Deductible Y Y 44CL605306 04/18/2019 04/18/2020 1,000,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- 2,000,000 POLICY JECT LOC PRODUCTS - COMP/OP AGG $ Employment Practices $ 100,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY (Per person) $ A OWNED SCHEDULED Y Y 44CL605306 04/18/2019 04/18/2020 BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) Underinsured motorist $ 1,000,000 combined single limit UMBRELLA LIAB 4,000,000 OCCUR EACH OCCURRENCE $ A EXCESS LIAB 44CL605306 04/18/2019 04/18/2020 4,000,000 CLAIMS-MADE AGGREGATE $ 10,000 DED RETENTION $ $ WORKERS COMPENSATION PER OTH- STATUTE ER AND EMPLOYERS' LIABILITY Y / N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ A OFFICER/MEMBER EXCLUDED? N / A 44CL605306 04/18/2019 04/18/2020 (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: 21st Ave Apartments MTT Construction, Inc. and MTT Holdings, Inc. and their affiliates and subsidiaries are Additional Insured for the General Liability and Auto policies, Primary Non-Contributory and Waiver of Subrogation applies per MP9767(1010), BA20031010 and BA20041010 attached. Completed Operations per attached form GC1024 0709. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MTT Construction, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. 16000 Christensen Rd #150 AUTHORIZED REPRESENTATIVE Tukwila WA 98188 © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY GC 10 24 07 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II Who Is An Insured is amended to include as an additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured for completed operations. Such person or organization is an additional insured only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" performed for that additional insured and included in the "products-completed operations hazard." B. With respect to the insurance afforded to these additional insureds, the following limitations apply: 1. This additional insured status is granted only at the locations listed in the written contract. 2. shown in the General Liability Declarations of this policy. C. With respect to the insurance afforded to these additional insureds, the following exclusion applies: This insurance does not apply to: e date of this endorsement. GC 10 24 07 09 Includes copyrighted material of Page 1 of 1 Insurance Services Office, Inc., with its permission Policy Number: 44CL605306 ARTISANS ADVANTAGE ENHANCED COVERAGE ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUILDING AND PERSONAL PROPERTY COVERAGE FORM CAUSES OF LOSS – SPECIAL FORM COMMERCIAL PROPERTY CONDITIONS COMMERCIAL GENERAL LIABILITY COVERAGE FORM When this endorsement is attached to the policy, insurance under the Building and Personal Property Coverage Form, the Causes of Loss – Special Form, the Commercial Property Conditions and the Commercial General Liability Coverage Form is enhanced to provide the coverages described in this endorsement. All other conditions of the policy continue to apply. This coverage is subject to the provisions applicable to the Building and Personal Property Coverage Form, Causes of Loss – Special Form, the Commercial Property Conditions and the General Liability Coverage Form. SCHEDULE Coverage Enhancements Limits of Insurance Each Location Property Coverage Premises Boundary 1,000 feet Property Coverage Extensions Newly Acquired or Constructed Property Buildings $500,000. at Each Building Business Personal Property $250,000. at Each Building Personal Effects and Property of Others $ 25,000. at Replacement Cost Valuable Papers and Records (Other than Electronic Data) $ 25,000. Property Off-Premises (Including Laptops and Other Electronic Equipment) $ 15,000. Outdoor Property (Named Perils) $ 1,000. per tree/shrub, max. limit $25,000. Non-Owned Detached Trailers $ 10,000. Accounts Receivable $ 50,000. Property in Transit (Including Laptops and Other Electronic Equipment) $ 15,000. Fine Arts $ 25,000. Property Additional Coverages Debris Removal $ 25,000. Fire Department Service Charge $ 5,000. Pollutant Clean-up and Removal $ 15,000. Electronic Data $ 25,000. Interruption of Computer Operations $ 15,000. Arson Reward $ 5,000. Water Back-Up and Sump Overflow $ 25,000. Brands and Labels $ 25,000. Employee Theft $ 10,000. Business Income Including Extra Expense $ 25,000. Business Income from Dependent Properties $ 10,000. Claims Expenses $ 10,000. Inventory or Appraisal Cost $ 5,000. Money and Securities Inside $ 10,000. Outside $ 5,000. Off Premises Power Failure – Direct Damage $ 10,000. Ordinance or Law Coverage Coverage A Included within Building Limit. Coverages B and C Combined 25% of Bldg. Limit, $150,000. maximum Outdoor Signs $ 10,000. Recharging of Fire Extinguishers $ 5,000. Unauthorized Business Card Use $ 5,000. Forgery or Alteration $ 10,000. Salespersons Samples $ 2,500. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 1 of 25 American Association of Insurance Services, Inc., with their permission Inland Marine Coverages Installation Coverage $ 10,000. Contractors Equipment Coverages: Small Tools $ 5,000. (Maximum limit per item $1,000) Employee Small Tools $ 1,000. (Maximum limit per item $250) Leased and Rented Equipment $ 5,000. Rental Reimbursement $ 1,000. General Liability Additional Coverages Blanket Additional Insured (Including Primary Non-Contributing Coverage) Included in Each Occurrence Limit Mobile Equipment Broadened Coverage Included in Each Occurrence Limit Aggregate Limit Per Project Included in Each Occurrence Limit Blanket Waiver Included in Each Occurrence Limit Voluntary Property Damage Coverage $ 2,500. The following applies to coverages under this endorsement only. __________________________________________________________________________________________________ Property Coverage _________________________________________________________________________________________________________________________ The phrase ‘within 100 feet of the described premises’ used in Paragraphs a.(5)(b), b. and c.(2) under A.1. Covered Property of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM and Paragraph 2.c.(1) under C. Limitations of the CAUSES OF LOSS – SPECIAL FORM is replaced by the phrase ‘within 1,000 feet of the described premises’. __________________________________________________________________________________________________ Property Coverage Extensions _________________________________________________________________________________________________________________________ Paragraph A.5. Coverage Extensions of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted in its entirety and replaced by the following: 5. Coverage Extensions Except as otherwise provided, the following Extensions apply to property located in or on the building described in the Declarations or in the open (or in a vehicle) within 1,000 feet of the described premises. If a Coinsurance percentage of 80% or more or, a Value Reporting period symbol, is shown in the Declarations, you may extend the insurance provided by this Coverage Part as follows: a. Newly Acquired Or Constructed Property (1) Buildings If this policy covers Building, you may extend that insurance to apply to: (a) Your new buildings while being built on the described premises; and (b) Buildings you acquire at locations, other than the described premises, intended for: (i) Similar use as the building described in the Declarations; or (ii) Use as a warehouse. The most we will pay for loss or damage under this Extension is $500,000 at each building. (2) Your Business Personal Property (a) If this policy covers Your Business Personal Property, you may extend that insurance to apply to: (i) Business personal property, including such property that you newly acquire, at any location you acquire, at any location you acquire other than at fairs, trade shows or exhibitions; (ii) Business personal property, including such property that you newly acquire, located at your newly constructed or acquired buildings at the location described in the Declarations; or (iii) Business personal property that you newly acquire, located at the described premises. The most we will pay for loss or damage under this Extension is $250,000 at each building. (b) This Extension does not apply to: Page 2 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (i) Personal property of others that is temporarily in your possession in the course of installing or performing work on such property; or (ii) Personal property of others that is temporarily in your possession in the course of your manufacturing or wholesaling activities. (3) Period of Coverage With respect to insurance on or at each newly acquired or constructed property, coverage will end when any of the following first occurs: (a) This policy expires; (b) 30 days expire after you acquire or begin construction of that part of the building that would qualify as covered property; or (c) You report values to us. We will charge you additional premium for values reported from the date you acquire the property or begin construction of that part of the building that would qualify as covered property. b. Personal Effects And Property Of Others (1) You may extend the insurance that applies to Your Business Personal Property to apply to: (a) Personal effects owned by you, your officers, your partners or members, your managers or your employees. (b) Personal property of others in your care, custody or control. This Extension does not apply to employee tools. (2) The most we will pay for loss or damage under this Extension is $25,000 at each described premises. Our payment for loss of or damage to personal property of others will only be for the account of the owner of the property. (3) Extension Of Replacement Cost To Personal Property Of Others (a) Replacement Cost coverage is extended to apply to personal property of others. (b) Paragraphs 3.b.(1) and 4. under G. Optional Coverages of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM are deleted and all other provisions of the Replacement Cost Optional Coverage apply to replacement cost on personal property of others. (c) With respect to replacement cost on the personal property of others the following limitation applies: If an item of personal property of others is subject to a written contract which governs your liability for loss or damage to that item, then valuation of that item will be based on the amount for which you are liable under such contract, but not to exceed the lesser of the replacement cost of the property or the applicable Limit of Insurance. c. Valuable Papers And Records (Other Than Electronic Data) (1) You may extend the insurance that applies to Your Business Personal Property to apply to direct physical loss or damage to valuable papers and records that you own, or that are in your care, custody or control, caused by or resulting from a Covered Cause of Loss. This Extension includes the cost to research lost information on valuable papers and records for which duplicates do not exist. But this Extension does not apply to valuable papers and records which exist as electronic data. Electronic data has the meaning described under Property Not Covered, Electronic Data. (2) Coverage under this Extension is limited to the “specified causes of loss†as defined in the CAUSES OF LOSS – SPECIAL FORM, and Collapse as set forth in that form. (3) This Extension does not apply to: (a) Property held as samples or for delivery after sale; (b) Property in storage away from the premises shown in the Declarations. (4) Section B. Exclusions in the CAUSES OF LOSS – SPECIAL FORM does not apply to this Extension, except for: (a) Paragraph B.1.c. Governmental Action; (b) Paragraph B.1.d. Nuclear Hazard; (c) Paragraph B.1.f. War And Military Action; (d) Paragraph B.2.f.; (e) Paragraph B.2.g.; and (f) Paragraph B.3. (5) The most we will pay under this Extension for loss or damage to valuable papers and records in any one occurrence at each described premises is $25,000. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 3 of 25 American Association of Insurance Services, Inc., with their permission For valuable papers and records not at a described premises, the most we will pay is $5,000 in any one occurrence. Such amounts are additional insurance. We will also pay for the cost of blank material for reproducing the records (whether or not duplicates exist), and (when there is a duplicate) for the cost of labor to transcribe or copy the records. The costs of blank material and labor are subject to the applicable Limit of Insurance on Your Business Personal Property and therefore coverage of such costs is not additional insurance. d. Property Off–Premises (Including Laptops And Other Electronic Equipment) (1) You may extend the insurance provided by this Coverage Form to apply to your Covered Property while it is away from the described premises, if it is: (a) Temporarily at a location you do not own, lease or operate; (b) In storage at a location you lease, provided the lease was executed after the beginning of the current policy term; or (c) At any fair, trade show or exhibition. (2) This Extension does not apply to property: (a) In or on a vehicle; or (b) In the care, custody or control of your salespersons, unless the property is in such care, custody or control at a fair, trade show or exhibition. (3) The most we will pay for loss or damage under this Extension is $15,000. e. Outdoor Property (Named Perils) You may extend the insurance provided by this Coverage Form to apply to your outdoor fences, retaining walls (other than retaining walls that are a part of a building), radio and television antennas (including satellite dishes), signs (other than signs attached to buildings), trees, shrubs and plants (other than “stock†of trees, shrubs or plants), including debris removal expense, caused by or resulting from any of the following causes of loss if they are Covered Causes of Loss: (1) Fire; (2) Lightning; (3) Explosion; (4) Vandalism; (5) Vehicle Damage; (6) Riot or Civil Commotion; or (7) Aircraft. The most we will pay for loss or damage under this Extension is $25,000, but not more than $1,000 for any one tree, shrub or plant. These limits apply to any one occurrence, regardless of the types or number of items lost or damaged in that occurrence. f. Non-Owned Detached Trailers (1) You may extend the insurance that applies to Your Business Personal Property to apply to loss or damage to trailers that you do not own, provided that: (a) The trailer is used in your business; (b) The trailer is in your care, custody or control at the premises described in the Declarations; and (c) You have a contractual responsibility to pay for loss or damage to the trailer. (2) We will not pay for any loss or damage that occurs: (a) While the trailer is attached to any motor vehicle or motorized conveyance, whether or not the motor vehicle or motorized conveyance is in motion; (b) During hitching or unhitching operations, or when a trailer becomes accidentally unhitched from a motor vehicle or motorized conveyance. (3) The most we will pay for loss or damage under this Extension is $10,000, unless a higher limit is shown in the Declarations. (4) This insurance is excess over the amount due (whether you can collect on it or not) from any other insurance covering such property. g. Accounts Receivable (1) You may extend the insurance that applies to Your Business Personal Property to accounts receivable. We will pay: Page 4 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (a) All amounts due from your customers that you are unable to collect; (b) Interest charges on any loan required to offset amounts you are unable to collect pending our payment of these amounts; (c) Collection expenses in excess of your normal collection expenses that are made necessary by “lossâ€; and (d) Other reasonable expenses that you incur to re-establish your records of accounts receivable; that result from direct physical loss or damage by any Covered Cause of Loss to your records of accounts receivable. (2) The most we will pay under this Extension for loss or damage in any one occurrence at each described “premises†is $50,000. (3) Section B.Exclusions in the CAUSES OF LOSS – SPECIAL FORM does not apply to this Extension, except for: (a) Paragraph B.1.c. Governmental Action; (b) Paragraph B.1.d. Nuclear Hazard; (c) Paragraph B.1.f. War And Military Action; (d) Paragraph B.2.f.; (e) Paragraph B.2.g.; and (f) Paragraph B.3. (4) The following additional exclusion applies to the Extension: We will not pay for: (a) Loss or damage caused by or resulting from alteration, falsification, concealment or destruction of records of accounts receivable done to conceal the wrongful giving, taking or withholding of “money,†“securities†or other property. This exclusion applies only to the extent of the wrongful giving, taking or withholding. (b) Loss or damage caused by or resulting from bookkeeping, accounting or billing errors or omissions. (c) Any loss or damage that requires any audit of records or any inventory computation to prove its factual existence. h. Property In Transit (Including Laptops And Other Electronic Equipment) F.1. under Additional Coverage Extensions of the CAUSES OF LOSS – SPECIAL FORM is deleted and replaced with the following: 1. Property In Transit (Including Laptops And Other Electronic Equipment) This Extension applies only to your personal property to which this form applies. a. You may extend the insurance provided by this Coverage Part to apply to your personal property (other than property in the care, custody or control of your salespersons) in transit more than 1,000 feet from the described premises. Property must be in or on a motor vehicle you own, lease or operate while between points in the coverage territory. b. Loss or damage must be caused by or result from one the following causes of loss: (1) Fire, lightning, explosion, windstorm or hail, riot or civil commotion, or vandalism. (2) Vehicle collision, upset or overturn. Collision means accidental contact of your vehicle with another vehicle or object. It does not mean your vehicle’s contact with the road bed. (3) Theft of an entire bale, case or package by forced entry into a securely locked body or compartment of the vehicle. There must be visible marks of the forced entry. c. The most we will pay for loss or damage under this Extension is $15,000. i. Fine Arts (1) You may extend the insurance that applies to Your Business Personal Property to cover “fine arts†owned by you and located on the premises described in the Declarations (2) In addition to the exclusions in CAUSES OF LOSS – SPECIAL FORM we will not pay for loss or damage caused by or resulting from repairing, restoration, or retouching processes. (3) In the event of loss or damage, we will pay the actual cash value of the item. The actual cash value will be the price you paid for the item, or the value as determined by an appraisal of the item not more than 360 days prior to the date of loss or damage. In no event will the actual cash value exceed the amount necessary to repair or replace the item with substantially like property. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 5 of 25 American Association of Insurance Services, Inc., with their permission (4) The most we will pay for “fine arts†at any premises described in the Declarations is $25,000. Each of these Extensions is additional insurance unless otherwise indicated. The Additional Condition, Coinsurance, does not apply to these Extensions. __________________________________________________________________________________________________ Property Additional Coverages _________________________________________________________________________________________________________________________ The following are Additional Coverages. The Additional Condition, Coinsurance, does not apply to these coverages. A. Debris Removal A.4.a. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: a. Debris Removal (1) Subject to Paragraphs (3) and (4), we will pay your expense to remove debris of Covered Property caused by or resulting from a Covered Cause of Loss that occurs during the policy period. The expenses will be paid only if they are reported to us in writing within 180 days of the date of direct physical loss or damage. (2) Debris Removal does not apply to costs to: (a) Extract "pollutants" from land or water; or (b) Remove, restore or replace polluted land or water. (3) Subject to the exceptions in Paragraph (4), the following provisions apply: (a) The most we will pay for the total of direct physical loss or damage plus debris removal expense is the Limit of Insurance applicable to the Covered Property that has sustained loss or damage. (b) Subject to (a) above, the amount we will pay for debris removal expense is limited to 25% of the sum of the deductible plus the amount that we pay for direct physical loss or damage to the Covered Property that has sustained loss or damage. (4) We will pay up to an additional $25,000 for debris removal expense, for each location, in any one occurrence of physical loss or damage to Covered Property, if one or both of the following circumstances apply: (a) The total of the actual debris removal expense plus the amount we pay for direct physical loss or damage exceeds the Limit of Insurance on the Covered Property that has sustained loss or damage. (b) The actual debris removal expense exceeds 25% of the sum of the deductible plus the amount that we pay for direct physical loss or damage to the Covered Property that has sustained loss or damage. Therefore, if (4)(a) and/or (4)(b) apply, our total payment for direct physical loss or damage and debris removal expense may reach but will never exceed the Limit of Insurance on the Covered Property that has sustained loss or damage, plus $25,000. (5) Examples Example #1 Limit of Insurance $ 90,000 Amount of Deductible $ 500 Amount of Loss $ 50,000 Amount of Loss Payable $ 49,500 ($50,000 – $500) Debris Removal Expense $ 10,000 Debris Removal Expense Payable $ 10,000 ($10,000 is 20% of $50,000) The debris removal expense is less than 25% of the sum of the loss payable plus the deductible. The sum of the loss payable and the debris removal expense ($49,500 + $10,000 = $59,500) is less than the Limit of Insurance. Therefore, the full amount of debris removal expense is payable in accordance with the terms of Paragraph (3). Example #2 Limit of Insurance $ 90,000 Amount of Deductible $ 500 Amount of Loss $ 80,000 Amount of Loss Payable $ 79,500 ($80,000 – $500) Debris Removal Expense $ 35,500 Page 6 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission Debris Removal Expense Payable Basic Amount $ 10,500 Additional Amount $ 25,000 The basic amount payable for debris removal expense under the terms of Paragraph (3) is calculated as follows: $80,000 ($79,500 + $500) x .25 = $20,000; capped at $10,500). The cap applies because the sum of the loss payable ($79,500) and the basic amount payable for debris removal expense ($10,500) cannot exceed the Limit of Insurance ($90,000). The additional amount payable for debris removal expense is provided in accordance with the terms of Paragraph (4), because the debris removal expense ($35,500) exceeds 25% of the loss payable plus the deductible ($35,500 is 44.375% of $80,000), and because the sum of the loss payable and debris removal expense ($79,500 + $35,500 = $115,000) would exceed the Limit of Insurance ($90,000). The additional amount of covered debris removal expense is $25,000, the maximum payable under Paragraph (4). Thus the total payable for debris removal expense in this example is $35,500. B. Fire Department Service Charge A.4.c. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: c. Fire Department Service Charge When the fire department is called to save or protect Covered Property from a Covered Cause of Loss, we will pay up to $5,000 for your liability for fire department service charges: (1) Assumed by contract or agreement prior to loss; or (2) Required by local ordinance. No Deductible applies to this Additional Coverage. C. Pollutant Clean-up And Removal A.4.d. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: d. Pollutant Clean-up And Removal We will pay your expense to extract "pollutants" from land or water at the described premises if the discharge, dispersal, seepage, migration, release or escape of the "pollutants" is caused by or results from a Covered Cause of Loss that occurs during the policy period. The expenses will be paid only if they are reported to us in writing within 180 days of the date on which the Covered Cause of Loss occurs. This Additional Coverage does not apply to costs to test for, monitor or assess the existence, concentration or effects of "pollutants". But we will pay for testing which is performed in the course of extracting the "pollutants" from the land or water. The most we will pay under this Additional Coverage for each described premises is $15,000 for the sum of all covered expenses arising out of Covered Causes of Loss occurring during each separate 12 month period of this policy. D. Electronic Data A.4.f. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced as follows: f. Electronic Data (1) Under this Additional Coverage, electronic data has the meaning described under Property Not Covered, Electronic Data. (2) Subject to the provisions of this Additional Coverage, we will pay for the cost to replace or restore electronic data, which has been destroyed or corrupted by a Covered Cause of Loss. To the extent that electronic data is not replaced or restored, the loss will be valued at the cost of replacement of the media on which the electronic data was stored, with blank media of substantially identical type. (3) In addition to the “specified causes of loss†as defined in the CAUSES OF LOSS – SPECIAL FORM, and Collapse as set forth in that form, the following are covered causes of loss: (a) A virus, harmful code or similar instruction introduced into or enacted on a computer system (including electronic data) or a network to which it is connected, designed to damage or destroy any part of the system or disrupt its normal operation. But there is no coverage for loss or damage caused by or resulting from manipulation of a computer system (including electronic data) by any employee, including a temporary or leased employee, or by an entity retained by you or for you to inspect, design, install, modify, maintain, repair or replace that system. (b) Changes in your electrical power supply, including interruption, power surge, blackout or brownout, if the cause of such event originates 100 feet or less from any premises described in the Declarations; (c) Dishonest acts committed by your employees acting alone or in collusion with other persons, except you or your partners, directors or trustees, but theft by employees is not covered; MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 7 of 25 American Association of Insurance Services, Inc., with their permission (d) Dampness or dryness of atmosphere or changes in or extremes of temperature; (e) Floods, surface water, waves, tides, tidal waves, overflow of any body of water, or their spray, all whether driven by wind or not; and (f) Earth movement, such as an earthquake, landslide or earth sinking, rising or shifting. (4) The most we will pay under this Additional Coverage – Electronic Data is $25,000 for all loss or damage sustained in any one policy year, regardless of the number of occurrences of loss or damage or the number of premises, locations or computer systems involved. E. Interruption Of Computer Operations We will pay your necessary “Extra Expense†to continue normal operations caused by an interruption in computer operations due to destruction or corruption of your electronic data due to a Covered Cause of Loss. We will also pay for your actual “Business Income†if you must close all or part of your business due to destruction or corruption of your electronic data due to a Covered Cause of Loss. The most we will pay under this coverage is $15,000 for any one occurrence. Under this Additional Coverage – Interruption Of Computer Operations, electronic data has the meaning set forth in Paragraph 5. Limitation – Interruption of Computer Operations included in Additional Coverage – Business Income Including Extra Expense of this form. F. Arson Reward We will reimburse you for an arson reward that you give to someone who discloses information that leads to the conviction of a person or persons for arson at the premises described in the Declarations. The most we will pay under this coverage is $5,000 each occurrence. G. Water Back-Up And Sump Overflow 1. We will pay for direct physical loss or damage to Covered Property caused by or resulting from: a. Water which backs up through or overflows from a sewer or drain; or b. Water which overflows from a sump, even if the overflow results from mechanical breakdown of a sump pump or its related equipment. However, with respect to Paragraph b. above, we will not pay the cost of repairing or replacing a sump pump or its related equipment in the event of mechanical breakdown. 2. The coverage described in Paragraph 1. above does not apply to loss or damage resulting from an insured’s failure to: a. Keep a sump pump or its related equipment in proper working condition; or b. Perform the routine maintenance or repair necessary to keep a sewer or drain free from obstructions. 3. The most we will pay under this coverage is $25,000 each occurrence. 4. With respect to the coverage provided in this Additional Coverage – Water Back-Up and Sump Overflow, Paragraph 3. of the Water Exclusion included in this Policy does not apply. H. Brands And Labels If branded or labeled merchandise that is Covered Property is damaged by a Covered Cause of Loss, we may take all or part of the property at an agreed or appraised value. If so, you may: 1. Stamp the word ‘Salvage’ on the merchandise or its containers, if the stamp will not physically damage the merchandise; or 2. Remove the brands and labels, if doing so will not physically damage the merchandise or its containers to comply with the law. We will pay reasonable costs you incur to perform the activity described in Paragraphs 1. and 2. above. The most we will pay for these costs and the value of the damaged property under this Additional Coverage is $25,000. Payments under this Additional Coverage are subject to and not in addition to the Limits of Insurance. I. Employee Theft 1. We will pay for direct loss of or damage to Your Business Personal Property and your “money†and “securities†resulting from “theft†committed by any of your “employees†acting alone or in collusion with other persons (except you or your partners, members or managers) with the manifest intent to: a. Cause you to sustain loss or damage; and also b. Obtain financial benefit (other than salaries, commissions, fees, bonuses, promotions, awards, profit sharing, pensions or other employee benefits earned in the normal course of employment) for: (1) Any “employeeâ€; or (2) Any other person or organization. Page 8 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 2. We will not pay for loss or damage: a. Resulting from any dishonest or criminal act that you or any of your partners, members, officers, “managers,†directors, trustees, authorized representatives or anyone to whom you entrust the property for any purpose commit, whether acting alone or in collusion with other persons; or b. The only proof of which as to its existence or amount is one or both of the following: (1) An inventory computation; or (2) A profit and loss computation. 3. The most we will pay under this Additional Coverage for loss or damage in any one occurrence is $10,000. 4. All loss or damage: a. Caused by one or more “employeesâ€; and b. Involving a single act or series of related acts; is considered one occurrence. 5. We will pay only for loss or damage you sustain through acts committed or events occurring during the policy period. Regardless of the number of years this policy remains in force or the number of premiums paid, no Limit of Insurance cumulates from year to year or period to period. 6. This Additional Coverage does not apply to loss caused by an “employee†after discovery by: a. You; or b. Any of your partners, officers or directors, or members or “managers†not in collusion with the “employeeâ€; of any “theft†or any other dishonest act committed by that “employee†before or after being hired by you. 7. Extended Period To Discover Loss a. We will pay for loss that you sustained prior to the effective date of termination or cancellation of this policy, which is discovered by you no later than 1 year from the date of that termination or cancellation. b. However, this extended period to discover loss terminates immediately upon the effective date of any other insurance obtained by you replacing in whole or in part the insurance afforded by this policy, whether or not such other insurance provides coverage for loss sustained prior to its effective date. 8. If you discover a loss or damage during the policy period that you (or any predecessor in interest) sustained during the period of any prior insurance that you could have recovered under that insurance except that the time within which to discover loss or damage had expired, we will pay for it under this Additional Coverage, provided: a. This Additional Coverage became effective at the time of cancellation or termination of the prior insurance; and b. The loss or damage would have been covered by this Additional Coverage had it been in effect when the acts or events causing the loss or damage were committed or occurred. 9. The insurance under Paragraph 8. above is provided within, and not in addition to, the Limit of Insurance applying to this Additional Coverage and is limited to the lesser of the amount recoverable under: a. This Additional Coverage as of its effective date; or b. The prior insurance, had it remained in effect. 10. None of the exclusions in Section B. Exclusions of the CAUSES OF LOSS – SPECIAL FORM apply to Employee Theft Coverage provided under this endorsement except: a. B.1.c. Governmental Action; b. B.1.d. Nuclear Hazard; and c. B.1.f. War And Military Action. 11. We will not pay for loss as specified below: a. Acts Committed by You or Your Partners Loss resulting from any dishonest or criminal act committed by your or any of your partners whether acting alone or in collusion with other persons. b. Indirect Loss Loss that is an indirect result of any act or occurrence covered by this insurance including, but not limited to, loss resulting from: (1) Your inability to realize income that you would have realized had there been no loss of, or loss from damage to “money†and “securitiesâ€. (2) Payment of damages of any type for which you are legally liable. But, we will pay compensatory damages arising directly from a loss covered under this Additional Coverage. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 9 of 25 American Association of Insurance Services, Inc., with their permission (3) Payment of costs, fees or other expenses you incur in establishing either the existence or the amount of loss under this Additional Coverage. c. Legal Expenses Expenses related to any legal action. 12. Ownership Of Property; Interests Covered The property covered under this Additional Coverage is limited to property: a. That you own or lease; b. That you hold for others; or c. For which you are legally liable, except for property inside the premises of a “client†of yours. However, this coverage is for your benefit only. It provides no rights or benefits to any other person or organization. Any claim for loss that is covered under this coverage must be presented by you. 13. Valuation – Settlement Subject to the Limit of Insurance, we will pay for: a. Loss of “money†but only up to and including its face value. We may, at our option, pay for loss of “money†issued by any country other than the United States of America: (1) At face value in the “money†issued by that country; or (2) In the United States of America dollar equivalent determined by the rate of exchange published in The Wall Street Journal on the day the loss was discovered. b. Loss of “securities†but only up to and including their value at the close of business on the day that loss was discovered. We may, at our option: (1) Pay the value of such “securities†or replace them in kind, in which event you must assign to us all your rights, title and interest in and to those “securitiesâ€; (2) Pay the cost of any Lost Securities Bond required in connection with issuing duplicates of the “securities.†However, we will be liable only for the payment of so much of the cost of the bond as would be charged for a bond having a penalty not exceeding the lesser of the: (a) Value of the “securities†at the close of business on the day the loss was discovered; or (b) Limit of Insurance. J. Business Income Including Extra Expense 1. Coverage a. Business Income Business Income means the: (1) Net Income (Net Profit or Loss before income taxes) that would have been earned or incurred; and (2) Continuing normal operating expenses incurred, including payroll. For manufacturing risks, Net Income includes the net sales value of production. Business Income includes “Rental Value.†We will pay the actual loss of Business Income you sustain due to the necessary "suspension" of your "operations" during the "period of restoration." The "suspension" must be caused by direct physical loss of or damage to property at the premises described in the Declarations, including personal property in the open (or in a vehicle) within 1,000 feet, caused by or resulting from any Covered Cause of Loss. b. Extra Expense Extra Expense means necessary expenses you incur during the "period of restoration" that you would not have incurred if there had been no direct physical loss or damage to property caused by or resulting from a Covered Cause of Loss. We will pay Extra Expense (other than the expenses to repair or replace property) to: (1) Avoid or minimize the “suspension†of business and to continue operations at the premises described in the Declarations or at replacement premises or temporary locations, including relocation expenses and costs to equip and operate the replacement location or temporary location; (2) Minimize the “suspension†of business if you cannot continue “operations.†We will pay Extra Expense to repair or replace property, but only to the extent it reduces the amount of loss that otherwise would have been payable under this Additional Coverage. Page 10 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 2. Additional Coverages a. Alterations And New Buildings We will pay for the actual loss of Business Income you sustain and necessary Extra Expense you incur due to direct physical loss or damage at the described premises caused by or resulting from any Covered Cause of Loss to: (1) New buildings or structures, whether complete or under construction; (2) Alterations or additions to existing buildings or structures; and (3) Machinery, equipment, supplies or building materials located on or within 1,000 feet of the described premises and: (a) Used in the construction, alterations or additions; or (b) Incidental to the occupancy of new buildings. If such direct physical loss or damage delays the start of “operations,†the “period of restoration†for Business Income Coverage will begin on the date “operations†would have begun if the direct physical loss or damage had not occurred. b. Civil Authority When a Covered Cause of Loss causes damage to property other than property at the described premises, we will pay for the actual loss of Business Income you sustain and necessary Extra Expense caused by action of civil authority that prohibits access to the described premises, provided both of the following apply: (1) Access to the area immediately surrounding the damaged property is prohibited by civil authority as a result of the damage, and the described premises are within that area but are not more than one mile from the damaged property; and (2) The action of civil authority is taken in response to dangerous physical conditions resulting from the damage or continuation of the Covered Cause of Loss that caused the damage, or the action is taken to enable a civil authority to have unimpeded access to the damaged property. Civil Authority Coverage for Business Income will begin 72 hours after the time of the first action of civil authority that prohibits access to the described premises and will apply for a period of up to four consecutive weeks from the date on which such coverage began. Civil Authority for Extra Expense will begin immediately after the time of the first action of civil authority that prohibits access to the described premises and will end: (1) Four consecutive weeks after the date of that action; or (2) When Civil Authority for Business Income ends; whichever is later. c. Extended Business Income (1) Business Income Other Than “Rental Value†If the necessary "suspension" of your "operations" produces a Business Income loss payable under this additional coverage, we will pay for the actual loss of Business Income you incur during the period that: (a) Begins on the date property (except "finished stock") is actually repaired, rebuilt or replaced and "operations" are resumed; and (b) Ends on the earlier of: (i) The date you could restore your "operations," with reasonable speed, to the level which would generate the "business income" amount that would have existed if no direct physical loss or damage had occurred; or (ii) 30 consecutive days after the date determined in (1)(a) above. However, Extended Business Income does not apply to loss of Business Income incurred as a result of unfavorable business conditions caused by the impact of the Covered Cause of Loss in the area where the described premises are located. Loss of Business Income must be caused by direct physical loss or damage at the described premises caused by or resulting from any Covered Cause of Loss. (2) “Rental Value†If the necessary "suspension" of your "operations" produces a "Rental Value" loss payable under this additional coverage, we will pay for the actual loss of "Rental Value" you incur during the period that: (a) Begins on the date property is actually repaired, rebuilt or replaced and tenantability is restored; and MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 11 of 25 American Association of Insurance Services, Inc., with their permission (b) Ends on the earlier of: (i) The date you could restore tenant occupancy, with reasonable speed, to the level which would generate the "Rental Value" that would have existed if no direct physical loss or damage had occurred; or (ii) 30 consecutive days after the date determined in (2)(a) above. However, Extended Business Income does not apply to loss of “Rental Value†incurred as a result of unfavorable business conditions caused by the impact of the Covered Cause of Loss in the area where the described premises are located. Loss of "Rental Value" must be caused by direct physical loss or damage at the described premises caused by or resulting from any Covered Cause of Loss. 3. Limits of Insurance The most we will pay for loss under this Additional Coverage - Business Income Including Extra Expense in any one occurrence is $25,000. Payments under the following additional coverages will not increase the applicable Limit of Insurance: a. Alterations and New Buildings; b. Civil Authority; or c. Extended Business Income. 4. Valuation The following is added to E.7. Valuation of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM: g. The amount of Business Income loss will be determined based on: (1) The Net Income of the business before the direct physical loss or damage occurred; (2) The likely Net Income of the business if no loss or damage occurred, but not including any Net Income that would likely have been earned as a result of an increase in the volume of business due to favorable business conditions caused by the impact of the Covered Cause of Loss on customers or on other businesses; (3) The operating expenses, including payroll expenses, necessary to resume "operations" with the same quality of service that existed just before the direct physical loss or damage; and (4) Other relevant sources of information, including: (a) Your financial records and accounting procedures; (b) Bills, invoices and other vouchers; and (b) Deeds, liens or contracts. h. The amount of Extra Expense will be determined based on: (1) All expenses that exceed the normal operating expenses that would have been incurred by "operations" during the "period of restoration" if no direct physical loss or damage had occurred. We will deduct from the total of such expenses: (a) The salvage value that remains of any property bought for temporary use during the "period of restoration" once "operations" are resumed; and (b) Any Extra Expense that is paid for by other insurance, except for insurance that is written subject to the same plan, terms, conditions and provisions as this insurance; and (2) Necessary expenses that reduce the Business Income loss that otherwise would have been incurred. i. Loss Payment We will pay for covered loss within 30 days after we receive the sworn proof of loss, if you have complied with all of the terms of this Additional Coverage and: (1) We have reached an agreement with you on the amount of loss; or (2) An appraisal award has been made. j. Resumption of Operations We will reduce the amount of your: (1) Business Income loss, other than Extra Expense, to the extent you can resume your "operations," in whole or in part, by using damaged or undamaged property (including merchandise or stock) at the described premises or elsewhere. (2) Extra Expense loss to the extent you can return "operations" to normal and discontinue such Extra Expense. If you do not resume "operations," or do not resume "operations" as quickly as possible, we will pay based on the length of time it would have taken to resume "operations" as quickly as possible. Page 12 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 5. Limitation – Interruption of Computer Operations a. Coverage for Business Income does not apply when action is taken to avoid or minimize a “suspension†of “operations†caused by destruction or corruption of electronic data, or any loss or damage to electronic data, except as provided under the Additional Coverage – Interruption Of Computer Operations. b. Coverage for Extra Expense does not apply when action is taken to avoid or minimize a “suspension†of “operations†caused by destruction or corruption of electronic data, or any loss or damage to electronic data, except as provided under the Additional Coverage – Interruption Of Computer Operations. c. Electronic data means information, facts or computer programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), on hard or floppy disks, CD-ROMs, tapes, drives, cells, data processing devices or any other repositories of computer software which are used with electronically controlled equipment. The term computer programs, referred to in the foregoing description of electronic data, means a set of related electronic instructions which direct the operations and functions of a computer or device connected to it, which enable the computer or device to receive, process, store, retrieve or send data. K. Business Income From Dependent Properties 1. We will pay for the actual loss of Business Income you sustain due to the necessary "suspension" of your "operations" during the coverage period. The "suspension" must be caused by direct physical loss of or damage at the premises of a dependent property caused by or resulting from a Covered Cause of Loss. However, this Additional Coverage does not apply when the only loss to dependent property is loss or damage to electronic data, including destruction or corruption of electronic data. If the dependent property sustains loss or damage to electronic data and other property, coverage under this Additional Coverage will not continue once the other property is repaired, rebuilt or replaced. Electronic data has the meaning set forth in Paragraph 5. Limitation – Interruption of Computer Operations included in Additional Coverage – Business Income Including Extra Expense of this form. The most we will pay under this Additional Coverage is $10,000 in any one occurrence. 2. We will reduce the amount of your Business Income loss, other than Extra Expense, to the extent you can resume "operations," in whole or in part, by using any other available: a. Source of materials; or b. Outlet for your products. 3. If you do not resume “operations,†or do not resume “operations†as quickly as possible, we will pay based on the length of time it would have taken to resume “operations†as quickly as possible. 4. Business Income, as it pertains to this Additional Coverage – Business Income From Dependent Properties, means: a. Net income (net profit or loss before income taxes) that would have been earned or incurred if no physical loss or damage had occurred, but not including any net income that would likely have been earned as a result of an increase in the volume of business due to favorable business conditions caused by the impact of the Covered Cause of Loss; and b. Continuing normal operating expenses incurred, including ordinary payroll. 5. Dependent property means property operated by others whom you depend on to: a. Deliver materials or services to you, or to others for your account. But services does not mean water, communication or power supply services; b. Accept your products or services; c. Manufacture your products for delivery to your customers under contract for sale; or d. Attract customers to your business. The dependent property must be located in the coverage territory of this policy. 6. The coverage period for Business Income under this Additional Coverage: a. Begins 72 hours after the time of direct physical loss or damage caused by or resulting from any Covered Cause of Loss at the premises of the dependent property; and b. Ends on the date when the property at the premises of the dependent property should be repaired, rebuilt or replaced with reasonable speed and similar quality. 7. The Business Income coverage period, as stated in Paragraph 6., does not include any increased period required due to the enforcement of any ordinance or law that: a. Regulates the construction, use or repair, or requires the tearing down, of any property; or b. Requires any insured or others to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to or assess the effects of "pollutants". The expiration date of this policy will not reduce the Business Income coverage period. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 13 of 25 American Association of Insurance Services, Inc., with their permission L. Claims Expenses In the event of covered loss or physical damage we will pay up to $10,000 in any one occurrence as an additional Limit of Insurance to cover reasonable expenses incurred by you at our specific request to assist us in: 1. The investigation of a claim or suit; or 2. The determination of the amount of loss, such as taking inventory, or auditing business records. M. Inventory Or Appraisal Cost We will pay up to $5,000 each occurrence for the cost of any inventory or appraisal required as a result of direct physical loss or damage to covered property caused by or resulting from a Covered Cause of Loss. N. Money And Securities 1. We will pay for loss of “money†and “securities†used in your business caused by “theft,†disappearance or destruction. The most we will pay for loss in any one “occurrence†under this coverage is: a. $10,000 for “money†and “securities†while inside the “premises†or a “banking premises.†b. $5,000 for “money†and “securities†while in the care and custody of a “messenger.†2. Additional Exclusions Applicable to Money And Securities We will not pay for loss as specified below: a. Loss resulting from accounting or arithmetical errors or omissions; b. Loss resulting from the giving or surrendering of property in any exchange or purchase. a. Loss of property contained in any money operated device unless the amount of “money†deposited in it is recorded by a continuous recording instrument in the device. d. Loss resulting from any dishonest or criminal act committed by any of your “employees,†directors, trustees or authorized representatives: (1) Acting alone or in collusion with other persons; or (2) While performing services for you or otherwise. e. Loss of property after it has been transferred or surrendered to a person or place outside the “premises†or “banking premises.†(1) On the basis of unauthorized instructions; or (2) As a result of a threat to do: (a) Bodily harm to any person; or (b) Damage to any property. (3) But, this exclusion does not apply to loss of “money†and “securities†while outside the “premises†or “banking premises†in the care and custody of a “messenger†if you: (a) Had no knowledge of any threat at the time the conveyance began; or (b) Had knowledge of a threat at the time the conveyance began, but the loss was not related to the threat. f. Loss resulting from your, or anyone acting on your express or implied authority, being induced by any dishonest act to voluntarily part with title to or possession of any property. 3. Additional Conditions a. The reference to “money†and “securities†in Subparagraph A.2.a. Property Not Covered of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM does not apply to the coverage provided by this form. b. You must keep records of all “money†and “securities†so we can verify the amount of loss or damage. O. Off Premises Power Failure – Direct Damage 1. With respect to coverage provided in this Additional Coverage – Off Premises Power Failure – Direct Damage, Exclusion B.1.e. of the CAUSES OF LOSS – SPECIAL FORM is deleted in its entirety and replaced as follows: e. Utility Services The failure of utility service (other than Power Supply Service) supplied to the described premises, however caused, if the failure occurs away from the described premises. Failure includes lack of sufficient capacity and reduction in supply. But if the failure of utility service results in a Covered Cause of Loss, we will pay for the loss or damage caused by that Covered Cause of Loss. This exclusion does not apply to the Business Income coverage or to Extra Expense coverage. Instead, the Special Exclusion in Paragraph B.4.a.(1) applies to these coverages. Page 14 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission 2. The following Additional Coverage is added: Off Premises Power Failure – Direct Damage a. We will pay for loss of or damage to Covered Property caused by an interruption in Power Supply Service to the described premises. The interruption in Power Supply Service must result from direct physical loss or damage by a Covered Cause of Loss to property that is located off the described premises. b. Coverage under this Additional Coverage does not apply to loss or damage to electronic data, including destruction or corruption of electronic data. The term electronic data has the meaning set forth in Paragraph 5. Limitation – Interruption of Computer Operations included in Additional Coverage – Business Income Including Extra Expense of this form. c. Power Supply Service means the following types of property supplying electricity, steam or gas to the described premises: (1) Utility generating plants; (2) Switching stations; (3) Substations; (4) Transformers; and (5) Transmission lines, including overhead transmission lines. d. The most we will pay for any one occurrence is $10,000. P. Ordinance Or Law Coverage Exclusion B.1.a. Ordinance Or Law of the CAUSES OF LOSS – SPECIAL FORM is deleted and the following coverage applies: 1. Ordinance or Law Coverage applies only if the following is satisfied. a. The ordinance or law: (1) Regulates the demolition, construction or repair of buildings, or establishes zoning or land use requirements at the described premises; and (2) Is in force at the time of loss. But coverage under this endorsement applies only in response to the minimum requirements of the ordinance or law. Losses and costs incurred in complying with recommended actions or standards that exceed actual requirements are not covered under this endorsement. b. (1) The building sustains direct physical damage that is covered under this policy and such damage results in enforcement of the ordinance or law; or (2) The building sustains both direct physical damage that is covered under this policy and direct physical damage that is not covered under this policy, and the building damage in its entirety results in enforcement of the ordinance or law. (3) But if the building sustains direct physical damage that is not covered under this policy, and such damage is the subject of the ordinance or law, then there is no coverage under this additional coverage even if the building has also sustained covered direct physical damage. c. In the situation described in 1.b.(2) above, we will not pay the full amount of loss otherwise payable under the terms of Coverage A and/or Coverage B and C Combined of this additional coverage. Instead, we will pay a proportion of such loss; meaning the proportion that the covered direct physical damage bears to the total direct physical damage. However, if the covered direct physical damage, alone, would have resulted in enforcement of the ordinance or law, then we will pay the full amount of loss otherwise payable under the terms of Coverages A and/or B and C Combined of this endorsement. 2. Under this coverage, we will not pay for loss due to any ordinance or law that: a. You were required to comply with before the loss, even if the building was undamaged; and b. You failed to comply with. 3. Under this coverage, we will not pay for: a. Enforcement of any ordinance or law which requires the demolition, repair, replacement, reconstruction, remodeling or remediation of property due to contamination by “pollutants†or due to the presence, growth, proliferation, spread or any activity of “fungus,†wet or dry rot or bacteria; or b. The costs associated with the enforcement of any ordinance or law which requires any insured or others to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of “pollutants,†“fungus,†wet or dry rot or bacteria. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 15 of 25 American Association of Insurance Services, Inc., with their permission 4. Coverage A: Coverage for Loss to the Undamaged Portion of the Building a. If a Covered Cause of Loss occurs to covered building property at the premises described in the Declarations, we will pay for the loss in value of the undamaged portion of the building as a consequence of enforcement of an ordinance or law that requires demolition of undamaged parts of the same building. b. Coverage A is included within the Limit of Insurance applicable to the covered building property at the premises described in the Declarations. Coverage A does not increase the Limit of Insurance. c. Loss will be determined as follows: (1) If the Replacement Cost Coverage Option applies and the property is repaired or replaced, on the same premises or another premises, we will not pay more than the lesser of: (a) The amount you actually spend to repair, rebuild or reconstruct the building, but not for more than the amount it would cost to restore the building on the same premises and to the same height, floor area, style and comparable quality of the original property insured; or (b) The Limit of Insurance shown in the Declarations as applicable to the covered building property. (2) If the Replacement Cost Coverage Option applies and the property is not repaired or replaced, or if the Replacement Cost Coverage Option does not apply, we will not pay more than the lesser of: (a) The actual cash value of the building at the time of loss; or (b) The Limit of Insurance shown in the Declarations as applicable to the covered building property. 5. Coverages B: Demolition Cost and C: Increased Cost of Construction (Combined) If a Covered Cause of Loss occurs to covered building property, we will pay up to 25 percent (25%) of the Limit of Insurance applicable to building property at the premises described in the Declarations, subject to a maximum limit of $150,000, for the total of all covered losses (combined) for Demolition Cost and Increased Cost of Construction. Subject to these limits of coverage, the following conditions will apply: a. Demolition Cost (1) With respect to the building that has sustained covered direct physical damage, we will pay the cost to demolish and clear the site of undamaged parts of the same building, as a consequence of enforcement of an ordinance or law that requires demolition of such undamaged property. (2) The Coinsurance Additional Condition does not apply to Demolition Cost. (3) We will not pay more than the amount you actually spend to demolish and clear the site of the premises described in the Declarations. b. Increased Cost of Construction (1) With respect to the building that has sustained covered direct physical damage, we will pay the increased cost to: (a) Repair or reconstruct damaged portions of that building property; and/or (b) Reconstruct or remodel undamaged portions of that building property, whether or not demolition is required; when the increased cost is a consequence of enforcement of the minimum requirements of the ordinance or law. However: (a) This coverage applies only if the restored or remodeled property is intended for similar occupancy as the current property, unless such occupancy is not permitted by zoning or land use ordinance or law. (b) We will not pay for increased cost of construction if the building is not repaired, reconstructed or remodeled. The Coinsurance Additional Condition does not apply to Increased Cost of Construction. (2) When covered building property is damaged or destroyed by a Covered Cause of Loss and Increased Cost of Construction applies to that property in accordance with b.(1) above, coverage for the Increased Cost of Construction also applies to repair or reconstruction of the following, subject to the same conditions stated in b.(1): (a) The cost of excavations, grading, backfilling and filling; (b) Foundation of the building; (c) Pilings; and (d) Underground pipes, flues and drains. The items listed in (2)(a) through (2)(d) above are deleted from Property Not Covered, but only with respect to the coverage described in this provision 5.b. (3) Loss Payment will be determined as follows: Page 16 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (a) We will not pay: (i) Until the property is actually repaired or replaced, at the same or another premises; and (ii) Unless the repairs or replacement are made as soon as reasonably possible after the loss or damage, not to exceed two years. We may extend this period in writing during the two years. (b) If the building is repaired or replaced at the same premises, or you elect to rebuild at another premises, the most we will pay is the increased cost of construction at the same premises. Q. Outdoor Signs 1. We will pay for direct physical loss of or damage to all Outdoor Signs at the premises described in the Declarations: a. owned by you; or b. owned by others but in your care, custody or control. 2. None of the exclusions in Section B. Exclusions of the CAUSES OF LOSS – SPECIAL FORM apply to Outdoor Signs provided under this coverage except: a. B.1.c. Governmental Action; b. B.1.d. Nuclear Hazard; and c. B.1.f. War and Military Action. 3. We will not pay for loss or damage caused by or resulting from: a. wear and tear; b. hidden or latent defect; c. rust; d. corrosion; or e. mechanical breakdown. The most we will pay for loss of or damage in any one occurrence is $10,000. R. Recharging Of Fire Extinguishers We will pay for expenses you incur for the recharging of Fire Extinguishers made necessary by the fighting of a fire at the premises described in the Declarations or adjacent to such property. The most we will pay for any one occurrence is $5,000. S. Unauthorized Business Card Use We will pay for the loss of “money†resulting from theft, forgery or unauthorized use of credit, debit or charge cards issued in the business name to you, your partners or officers, including: 1. Fund transfer cards; 2. Charge plates; and 3. Telephone cards. The most we will pay under this Additional Coverage during each 12 month period of this policy (including any extension of less than one year), is $5,000. We will not pay for loss resulting from the use of any credit, debit or charge card if not customarily used in your business. T. Forgery Or Alteration 1. We will pay for loss resulting directly from "forgery" or alteration of checks, drafts, promissory notes, or similar written promises, orders or directions to pay a sum certain in "money" that are: (a) Made or drawn by or drawn upon you; or (b) Made or drawn by one acting as your agent; or that are purported to have been so made or drawn. For the purposes of this Insuring Agreement, a substitute check as defined in the Check Clearing for the 21st Century Act shall be treated the same as the original it replaced. 2. If you are sued for refusing to pay any instrument covered in Paragraph 1. above, on the basis that it has been forged or altered, and you have our written consent to defend against the suit, we will pay for any reasonable legal expenses that you incur and pay in that defense. 3. The most we will pay for any loss in any one “occurrence†including legal expenses is $10,000. U. Salespersons Samples 1. We will pay for loss of or damage to Covered Property from a Covered Cause of Loss to samples (including their containers) of your stock in trade that are: (a) Owned by you; or MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 17 of 25 American Association of Insurance Services, Inc., with their permission (b) The property of others for which you are legally liable. But this coverage applies only while such property is: (a) In the custody of your salespersons or authorized sales representatives; (b) In your custody, if you are an individual, while you are acting as a salesperson; or (c) In due course of transit to or from your premises and your salespersons or authorized sales representatives. 3. Additional Exclusion Applicable to Salespersons Samples We will not pay for loss as specified below: Theft from an unattended vehicle unless at the time of theft, its windows, doors and compartments were closed and locked and there are visible signs that the theft was the result of forced entry. 4. The most we will pay under this coverage is $2,500 in any one occurrence. __________________________________________________________________________________________________ Inland Marine Coverages _________________________________________________________________________________________________________________________ The following coverages are added under 4. Additional Coverages of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM. The Additional Condition, Coinsurance, does not apply to these coverages. A. Installation Coverage 1. Coverage a. We will pay for loss of or damage to the following property: (1) Materials, supplies, equipment, machinery and fixtures owned by you or in your care, custody or control, and which are to be installed by you or at your direction; and (2) Temporary structures built or assembled by you on site, including cribbing, scaffolding and construction forms. This property is covered while: (1) At any job site you do not own, lease or operate; (2) Awaiting and during installation, or awaiting acceptance by the purchaser; (3) At a "temporary storage location." But property in transit is not covered except as provided under Property Extension – Property In Transit. b. This Additional Coverage does not apply to: (1) An existing building or structure to which an addition, alteration, improvement or repair is being made; (2) Property stored at a permanent warehouse or storage yard that you own; (3) A plan, blueprint, design or specification; and (4) Machinery, tools, equipment, supplies or similar property that will not become a permanent part of the project. This includes contractors equipment and other tools belonging to a contractor or sub-contractor. c. We will not pay for loss or damage caused by or resulting from any of the following: (1) The cost to make good or replace faulty or defective materials or workmanship; (2) Penalties for noncompletion or non-compliance with any contract terms or conditions; (3) Testing including stand-up performance, stress, pressure, overload testing of the covered property; (4) A fault, defect, deficiency, error or omission in a plan, blueprint, design or specification; or (5) The weight of a load when it exceeds the designed capacity of any property covered under this Additional Coverage to lift, move or support the load from any position. 2. The following is added to E.7. Valuation of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM: f. As respects your materials, supplies, machinery, fixtures and equipment and similar property of others in your care, custody or control which will become a permanent part of your installation, fabrication or erection project, the value of covered property may be valued as follows: (1) Actual Cost to Repair, Replace or Rebuild. The value of covered property will be based on the lesser of the following accounts: (a) The actual cost to repair, replace or rebuild the covered property with materials of like kind and quality. The actual cost may include material, labor and reasonable overhead expenses; or (b) The amount you actually spend to repair, replace or rebuild the covered property. Page 18 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission This valuation provision does not apply to Paragraphs (2) or (3) below. (2) Pair or Set. The value of a lost or damaged article which is part of a pair or set is based on a reasonable proportion of the value of the entire pair or set. The loss is not considered a total loss of the pair or set. (3) Loss to Parts. The value of a lost or damaged part of an item that consists of several parts when it is complete is based on the value of only the lost or damaged part or the cost to repair or replace it. 3. Limit of Insurance The most we will pay for loss or damage to property covered under this Additional Coverage is $10,000 per occurrence. This is the most we will pay regardless of: a. The number of job sites you do not own, lease or operate; or b. "Temporary storage locations." 4. With respect to this coverage, Installation Coverage, Section D. Deductible of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced by the following: D. Deductible We will not pay for loss or damage in any one occurrence until the amount of loss or damage exceeds $500. We will then pay the amount of loss or damage in excess of $500 up to the applicable limit of insurance. 5. Paragraph e. of C.1. Limitations of the CAUSES OF LOSS – SPECIAL FORM is replaced by the following: e. Property that is missing, where the only evidence of the loss or damage is a shortage disclosed on taking inventory, or other instances where there is no physical evidence to show what happened to the property. But, this limitation does not apply to covered property in the custody of a carrier for hire. 6. The following are added to F. Additional Conditions of the BUILDING AND PERSONAL COVERAGE FORM: 3. Carriers for Hire You may accept bills of lading or shipping receipts issued by carriers for hire that limit their liability to less than the actual cash value of the covered property. 4. Coverage provided under the Installation Coverage will end when one of the following first occurs: (1) This policy expires or is cancelled; (2) The property covered under this Additional Coverage is accepted by the purchaser; (3) Your interest in the property covered under this Additional Coverage ceases; (4) You abandon the project to be performed by you for the purchaser, with no intention to complete it; (5) 90 days after the project to be performed by you for the purchaser is completed, unless we specify a different date in writing. B. Contractors Equipment Coverage 1. Your "Small Tools" and "Small Tools" Owned by Your Employees We will pay for your "small tools" and "small tools" owned by your employees. The most we will pay is as follows: Limit for Your "Small Tools": $5,000. (maximum limit per item $1,000) Limit for "Small Tools" Owned by Your Employees: $1,000. (maximum limit per item $250) Leased and Rented Equipment We will pay for contractors' equipment that is leased or rented from others to you. Contractors' equipment means machinery, equipment, and tools of a mobile nature that you use in your contracting, installation, erection, or moving operations or projects. The most we will pay for property leased or rented from others is $5,000. a. Coverage applies only to covered property while: (1) At the described premises; (2) On a "client's" premises; or (3) In transit directly between the described premises and a "client's" premises and while in a motor vehicle owned, leased or operated by the named insured. b. The coverage provided by this Additional Coverage applies only to loss caused by or resulting from the following causes of loss and only if they are Covered Causes of Loss: (1) Fire: (2) Lightning; (3) Explosion; (4) Aircraft; MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 19 of 25 American Association of Insurance Services, Inc., with their permission (5) Vandalism and malicious mischief; or (6) Theft. c. The following is added to A.2. Property Not Covered of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM: r. Property while stored or operated underground in connection with any mining operations. d. The following is added to Paragraph 2. of B. Exclusions of the CAUSES OF LOSS - SPECIAL FORM: n. We will not pay for loss or damage caused by puncture, blowout and road damage to tires and tubes mounted on vehicles. However, we do pay for puncture, blowout or road damage caused by a specified peril. o. We will not pay for loss caused by humidity, dampness, dryness or changes in or extremes of temperature. p. We will not pay for loss caused by the weight of a load which, under the operating conditions at the time of a loss, exceeds the registered lifting capacity of any equipment or machine. q. We will not pay for loss due to theft or mysterious disappearance from any vehicle or attached container. We will pay for loss due to burglary when there are signs of forcible entry to a locked vehicle or container. e. E.7. Valuation of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced by the following: 7. Valuation We will determine the value of covered property in the event of loss or damage as follows: a. At actual cash value at the time of the loss (with a deduction for depreciation) except as provided in Paragraphs b. and c. following. b. Pair or Set. The value of a lost or damaged article which is part of a pair or set is based on a reasonable proportion of the value of the entire pair or set. The loss is not considered a total loss of the pair or set. c. Loss to Parts. The value of a lost or damaged part of an item that consists of several parts when it is complete is based on the value of only the lost or damaged part or the cost to repair or replace it. 2. Rental Reimbursement In the event of loss by a covered peril to covered contractors' equipment that you own, we will reimburse you for your expense to rent similar equipment while your equipment is inoperable. The most we will reimburse you for rental reimbursement expenses is $1,000. We will continue to reimburse you for the rental of equipment after the expiration date of this coverage provided the loss occurred before the expiration date. We will not reimburse you: a. If you can continue or resume your operations with similar equipment that is available to you at no additional expense to you; or b. For the rental expense of any equipment unless you make every reasonable effort to repair, replace or rebuild the inoperable equipment after the covered loss occurs. 3. With respect to this Additional Coverage, Contractors Equipment Coverage, Section D. Deductible of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM is deleted and replaced by the following: D. Deductible We will not pay for loss or damage in any one occurrence until the amount of loss or damage exceeds $500. We will then pay the amount of loss or damage in excess of $500 up to the applicable limit of insurance. We will not reimburse you for the rental of equipment until after 72 hours have passed since the covered property was rendered inoperable. After 72 hours have passed, we will only reimburse you for the rental expense that you actually incur. The deductible of $500 does not apply to rental reimbursement expenses. __________________________________________________________________________________________________ General Liability Additional Coverages _________________________________________________________________________________________________________________________ The following Additional Coverages are added to the COMMERCIAL GENERAL LIABILITY COVERAGE FORM. A. Blanket Additional Insured Coverage 1. SECTION II – WHO IS AN INSURED of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended to include as an insured any person or organization (referred to as Additional Insured) whom you are required to add as an Additional Insured on this policy under: a. A written contract or agreement; and b. Where a certificate of insurance showing that person or organization as an additional insured has been issued; and Page 20 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission c. When the written contract or agreement and certificate of insurance are currently in effect or becoming in effect during the term of the policy and executed prior to the "bodily injury," "property damage," or "personal and advertising injury." 2. The insurance provided to the Additional Insured is limited as follows: a. The Additional Insured is only an additional insured for: (1) "Bodily injury," "property damage," or "personal and advertising injury" caused in whole or in part by negligent acts or omissions of the Named Insured or anyone directly or indirectly employed by the Named Insured or for whose acts a Named Insured may be liable. (2) Liability arising out of your ongoing operations for the Additional Insured by or for you. A person’s or organization’s status as an insured under this coverage ends when your operations for that insured are completed. b. The Limits of Insurance applicable to the Additional Insured are those specified in the written contract or agreement but not more than the Limits of Insurance specified in the Declarations for this policy. The Limits of Insurance applicable to the Additional Insured are inclusive of and not in addition to the Limits of Insurance shown in the Declarations for the Named Insured. 3. In addition to the other exclusions applicable to Section I, Coverages A., B. and C. of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM, the insurance provided to the Additional Insured does not apply to: a. "Property damage" to: (1) Property owned, used, occupied by, loaned or rented to the Additional Insured; (2) Property in the care, custody or control of the Additional Insured or over which the Additional Insured are for any purpose exercising physical control; or (3) "Your work" performed for the Additional Insured. b. "Bodily injury," "property damage," or "personal and advertising injury" arising out of an architect's, engineer's or surveyor's rendering or failure to render any professional services for you, for the Additional Insured or for others, including, but not limited to: (1) The preparing, approving or failure to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection or engineering services. c. “Bodily injury†or “property damage†occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured at the site of the covered operations has been completed; or (2) That portion of “your work†out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 4. SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 4. Other Insurance, is amended to add the following subparagraph: d. Additional Insured’s Other Insurance As Excess Insurance To the extent required by an “insured contract,†this insurance is primary on behalf of the Additional Insured; and any other insurance maintained by the Additional Insured is excess and not contributory with this insurance. If the “insured contract†does not require this provision, then Paragraph a. above will apply. B. Mobile Equipment Broadened Coverage V.12.f.(1) of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM is replaced by the following: (1) Equipment designed primarily for: (a) Snow Removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning. Except the above provisions do not apply to self-propelled vehicles of less than 1,000 pounds gross vehicle weight which are not intended for use on a highway. C. Aggregate Limit Per Project The General Aggregate Limit under SECTION III – LIMITS OF INSURANCE of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM applies separately to each of your projects away from premises owned by or rented to you. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 21 of 25 American Association of Insurance Services, Inc., with their permission D. Blanket Waiver Of Transfer Of Rights Of Recovery Against Others To Us The Transfer Of Rights Of Recovery Against Others To Us Condition (SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against any person or organization to whom you by written contract or written agreement have waived your own right or recovery for loss caused by that person or organization because of payments we make for injury or damage arising out of your ongoing operations or “your work†done under a written contract or written agreement with that person or organization and included in the “products-completed operations hazard.†This provision does not apply unless the written contract or written agreement has been executed prior to the “occurrence†or offense giving rise to the “bodily injury†or “property damage.†E. Voluntary Property Damage Coverage 1. We will, at your request, pay but not defend any claim for "property damage" to the property of others otherwise excluded under A.2.j.(4), (5) and (6) of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM provided that: a. Such "property damage" takes place while such property is in your care, custody or control, or is property of others over which you, for any purpose, are exercising or have exercised physical control; and b. Such "property damage" takes place away from any premises you own, rent or lease; and c. Such "property damage" takes place within the "coverage territory" and during the policy term; and d. Such "property damage" takes place only during your operations that are known to us, are scheduled on the policy and for which a premium has been charged. 2. The insurance under this additional coverage does not apply to "property damage" to property: a. Held by you for servicing, repair, storage or sale at premises owned by, rented or leased to you; b. While being transported by or caused by the ownership, maintenance, operation, use, “loading or unloading†of any "auto," watercraft or aircraft; or c. Owned or occupied by or rented to you. 3. Deductible This additional coverage will apply only to that amount of any loss in each "occurrence" that exceeds $500. The terms of the policy with respect to your duties in the event of "occurrence," claim or "suit" and the Company's right to investigate, negotiate and settle any claim or "suit" apply irrespective of the application of the deductible amount of $500. We may pay any part or all of the deductible amount of $500 to effect settlement of any claim or "suit." Upon notification of the action taken, you must promptly reimburse us for such part of the deductible amount as has been paid by us. 4. Limits of Liability The Limit of Liability for this additional coverage shall not exceed $2,500 for each "occurrence" and is the limit of the Company's liability for all damages on account of each claim or "suit" covered herein. The annual aggregate Limit of Liability is $2,500 and is, subject to the above provisions respecting each claim, the total limit of the Company's liability for all damages. 5. Settlement In the event of loss covered by this additional coverage, you shall, if requested by us, replace the property or furnish the labor and materials necessary for repairs thereto at actual cost to you, excluding prospective profit or overhead charges of any nature. Any property so paid for or replaced shall, at our option, become the property of the Company. Payment hereunder shall not constitute an admission of liability of you or, except as stated herein, of the Company. __________________________________________________________________________________________________ Additional Conditions _________________________________________________________________________________________________________________________ A. Insurance Under Two Or More Coverages The following is added to Paragraph C. Insurance under Two or More Coverages of the COMMERCIAL PROPERTY CONDITIONS: If a Coverage Form is attached to this policy that provides a limit for any coverage provided by this endorsement; the limit shown in the SCHEDULE and the coverage provided by this endorsement are deleted and replaced by the limit and coverage provided by the Coverage Form. B. Limits Of Insurance Regardless of the number of buildings at a location covered by this endorsement, the most we will pay under this Coverage Enhancement endorsement in any one occurrence is the applicable Limits of Insurance shown in the SCHEDULE on page 1 of this endorsement. Page 22 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission C. Deductibles The Deductible described in section D. of the BUILDING AND PERSONAL PROPERTY COVERAGE FORM applies to each of the Coverage Enhancements except as shown below: We will not pay for loss or damage in any one occurrence until the amount of loss or damage exceeds $500. We will then pay the amount of loss or damage in excess of $500 up to the applicable Limit of Insurance for the following enhancements: 1. Personal Effects and Property of Others 2. Valuable Papers and Records (Other than Electronic Data) 3. Property Off-Premises (Including Laptops and Other Electronic Equipment) 4. Outdoor Property (Named Perils) 5. Accounts Receivable 6. Property in Transit (Including Laptops and Other Electronic Equipment) 7. Fine Arts 8. Electronic Data 9. Water Back-Up and Sump Overflow 10. Employee Theft 11. Money and Securities 12. Forgery or Alteration No deductible provisions apply to the following enhancements: 1. Fire Department Service Charge 2. Arson Reward 3. Claims Expenses 4. Inventory or Appraisal Cost 5. Recharging of Fire Extinguishers 6. Rental Reimbursement D. Additional Definitions The following Additional Definitions apply to this endorsement only: 1. "Banking Premises" means the interior of that portion of any building occupied by a banking institution or similar safe depository. 2. "Business Income" means the: a. Net income (Net Profit or Loss before income taxes) that would have been earned had no loss occurred; and b. Continuing normal operating expenses incurred, including payroll. For manufacturing risks, Net Income includes the net sales value of production. 3. “Client†as used in Employee Theft Coverage means any entity for whom you perform services under a written agreement. 4. "Client" as used in Contractors Equipment Coverage means an individual, company or organization with whom you have a written contract or work order for your services for a described premises and have billed for your services. 5. "Employee" as used in Employee Theft and Money And Securities Coverages means: a. "Employee" means: (1) Any natural person: (a) While in your service or for 30 days after termination of service; (b) Who you compensate directly by salary, wages or commissions; and (c) Who you have the right to direct and control while performing services for you; (2) Any natural person who is furnished temporarily to you: (a) To substitute for a permanent "employee" as defined in Paragraph (1) above, who is on leave; or (b) To meet seasonal or short-term work load conditions; while that person is subject to your direction and control and performing services for you, excluding, however, any such person while having care and custody of property outside the "premises"; MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 23 of 25 American Association of Insurance Services, Inc., with their permission (3) Any natural person who is leased to you under a written agreement between you and a labor leasing firm, to perform duties related to the conduct of your business, but does not mean a temporary employee as defined in Paragraph (2) above; (4) Any natural person who is your director or trustee while that person is handling "money" or "securities." (5) Any natural person who is a former "employee," director, partner, member (an owner of a limited liability company represented by its membership interest, who also may serve as a manager), manager (a person serving in a directorial capacity for a limited liability company), representative or trustee retained as a consultant while performing services for you; or (6) Any natural person who is a guest student or intern pursuing studies or duties, excluding, however, any such person while having care and custody of "money" or "securities" outside the "premises." b. "Employee" does not mean: (1) Any agent, broker, factor, commission merchant, consignee, independent contractor or representative of the same general character; or (2) Any manager (a person serving in a directorial capacity for a limited liability company), director or trustee except while performing acts coming within the scope of the usual duties of an "employee." 6. "Extra Expense" means necessary expenses you incur during the "period of restoration" that you would not have incurred if there had been no direct physical loss or damage to property caused by or resulting from a Covered Cause of Loss. Coverage pertains to expenses (other than the expense to repair or replace property) which are incurred to a. Avoid or minimize the "suspension" of business and to continue "operations" at the described premises or at replacement premises or temporary locations, including relocation expenses and costs to equip and operate the replacement location or temporary location. b. Minimize the "suspension" of business if you cannot continue "operations." 7. "Fine Arts" means paintings, etchings, pictures, tapestries, art glass windows, valuable rugs, statuary, marbles, bronzes, antique furniture, rare books, antique silver, manuscripts, porcelains, rare glass, bric–a–brac, and similar property of rarity, historical value or artistic merit. 8. "Finished Stock" means stock you have manufactured. Finished stock also includes whiskey and alcoholic products being aged. 9. “Forgery†means the signing of the name of another person or organization with intent to deceive; it does not mean a signature which consists in whole or in part of one's own name signed with or without authority, in any capacity, for any purpose. 10. "Loss" as used in the Accounts Receivable Extension means accidental loss or damage. 11. "Manager" as used in Employee Theft Coverage means a person serving in a directorial capacity for a limited liability company. 12. "Messenger" means you, any of your partners or any employee while having care and custody of the property outside the "premises." 13. "Money" means: a. Currency, coins and bank notes whether or not in current use; and b. Travelers checks, register checks and money orders held for sale to the public. 14. "Occurrence" as used in the Money And Securities Coverage means an act or series of related acts involving one or more persons; or an act or event, or a series of related acts or events not involving any person. 15. "Occurrence" as used in the Forgery Or Alteration Coverage means all loss caused by any person or in which that person is involved, whether the loss involves one or more instruments. 16. "Operations" as used in the Business Income Including Extra Expense and Business Income From Dependent Properties Coverages "Extra Expense" Definition means your business activities occurring at the address shown in the Declaration that you occupy for your business. 17. "Period of Restoration" means the period of time that: a. Begins with the date of direct physical loss or damage caused by or resulting from any Covered Cause of Loss at the described premises; and b. Ends on the date when the property at the described premises should be repaired, rebuilt or replaced with reasonable speed and similar quality. "Period of Restoration" does not include any increased period required due to the enforcement of any ordinance of law that: (1) Regulates the construction, use or repair, or requires the tearing down of any property; or Page 24 of 25 Includes copyrighted material of Insurance Services Office, Inc. and MP 97 67 10 10 American Association of Insurance Services, Inc., with their permission (2) Requires any insured or others to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of "pollutants." 18. "Pollutants" as used in the Business Income From Dependent Properties Coverage and the "Period of Restoration" Definition means any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. 19. "Premises" as used in the Money And Securities Coverage and "Employee" and "Messenger" Definitions means the interior of that portion of any building you occupy in conducting your business. 20. "Premises" as used in the Accounts Receivable Extension means that interior of the building at the address shown in the Declarations that you occupy for your business. 21. “Rental Value†means the: a. Total anticipated rental income from tenant occupancy of the premises described in the Declarations as furnished and equipped by you, and b. Amount of all charges which are the legal obligation of the tenant(s) and which would otherwise be your obligations, and c. Fair rental value of any portion of the described premises which is occupied by you. 22. "Securities" means negotiable and non-negotiable instruments or contracts representing either "money" or other property and include: a. Tokens, tickets, revenue and other stamps whether or not in current use; and b. Evidences of debt issued in connection with credit or charge cards, which are not of your own issue but does not include "money." 23. "Small Tools" means any tool which can be moved easily by one person without mechanical assistance and/or can be hand held for the purpose of doing labor. 24. "Suspension" means the slowdown or cessation of your business activities. 25. "Temporary Storage Location" means a location where property that is to become a permanent part of a completed project is stored while waiting to be delivered to the job site: a. That you do not own, lease or operate; and b. Where work is in progress, or will begin in 30 days. 26. "Theft" as used in the Employee Theft and Money And Securities Coverages means the unlawful taking of "money" or "securities" to the deprivation of the insured. All Other Conditions of this Policy apply. MP 97 67 10 10 Includes copyrighted material of Insurance Services Office, Inc. and Page 25 of 25 American Association of Insurance Services, Inc., with their permission Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 • 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-22260 154 W Cox Avenue Project: 31st Appt Lawson Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-42401 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 1 Sample Type: D - Drinking Water Date Collected: 7/6/20 09:15 Sample Purpose: Investigative or Other Date Received: 7/6/20 Sample Location: North Line Date Set: 7/6/20 17:21 County: Snohomish Date Analyzed: 7/7/20 11:30 Sampled By: Augusto Tararan Report Date: 7/8/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200706b 3 E. COLI Absent per 100mL SM9223 B m_200706b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 • 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-22260 154 W Cox Avenue Project: 31st Appt Lawson Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-42402 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 2 Sample Type: D - Drinking Water Date Collected: 7/6/20 09:15 Sample Purpose: Investigative or Other Date Received: 7/6/20 Sample Location: North Line Date Set: 7/6/20 17:21 County: Snohomish Date Analyzed: 7/7/20 11:30 Sampled By: Augusto Tararan Report Date: 7/8/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200706b 3 E. COLI Absent per 100mL SM9223 B m_200706b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 • 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-22260 154 W Cox Avenue Project: 31st Appt Lawson Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-42403 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 3 Sample Type: D - Drinking Water Date Collected: 7/6/20 09:40 Sample Purpose: Investigative or Other Date Received: 7/6/20 Sample Location: East Line Date Set: 7/6/20 17:21 County: Snohomish Date Analyzed: 7/7/20 11:30 Sampled By: Augusto Tararan Report Date: 7/8/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200706b 3 E. COLI Absent per 100mL SM9223 B m_200706b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 • 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-22260 154 W Cox Avenue Project: 31st Appt Lawson Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-42404 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 4 Sample Type: D - Drinking Water Date Collected: 7/6/20 09:44 Sample Purpose: Investigative or Other Date Received: 7/6/20 Sample Location: East Line Date Set: 7/6/20 17:21 County: Snohomish Date Analyzed: 7/7/20 11:30 Sampled By: Augusto Tararan Report Date: 7/8/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200706b 3 E. COLI Absent per 100mL SM9223 B m_200706b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 • 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-22260 154 W Cox Avenue Project: 31st Appt Lawson Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-42405 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 5 Sample Type: D - Drinking Water Date Collected: 7/6/20 10:03 Sample Purpose: Investigative or Other Date Received: 7/6/20 Sample Location: South Line Date Set: 7/6/20 17:21 County: Snohomish Date Analyzed: 7/7/20 11:30 Sampled By: Augusto Tararan Report Date: 7/8/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200706b 3 E. COLI Absent per 100mL SM9223 B m_200706b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 • 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-22260 154 W Cox Avenue Project: 31st Appt Lawson Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-42406 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 6 Sample Type: D - Drinking Water Date Collected: 7/6/20 10:11 Sample Purpose: Investigative or Other Date Received: 7/6/20 Sample Location: South Line Date Set: 7/6/20 17:21 County: Snohomish Date Analyzed: 7/7/20 11:30 Sampled By: Augusto Tararan Report Date: 7/8/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200706b 3 E. COLI Absent per 100mL SM9223 B m_200706b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/3/2020 31st Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS Per the governor’s order, this is not considered essential construction and the site is currently shut down. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/6/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/7/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/8/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/9/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/10/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/13/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES See Inspector Comments INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. There is some material washing into the pits excavated for water lines. Water appears to be infiltrating on site. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/14/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/15/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. A honey bucket was knocked down on site. I will contact the contractor to let them know since the site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/16/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/17/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/20/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s COVID-19 order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/21/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/22/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/23/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/24/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/27/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS Per the governor’s order, nonessential construction is to shut down. The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/28/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/29/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/30/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/1/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/4/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/5/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/6/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/7/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/8/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/11/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS The owner was on site today. He asked about the status of his grading plan. He said that it was in review and he had not heard back. I told him I would ask Nova about the state of the review. Nova told me that the review was complete and that she had stamped the plans. The owner should receive them by Wednesday. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/12/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS There were some kids on site when I arrived. They were biking around the site and using the aggregate piles as jumps. They left when I pulled up. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/13/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS No workers were on site today. Someone has been on site to backfill the water lines though. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/14/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/15/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS No workers were on site today. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/18/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS No workers were on site today. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/19/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS No workers were on site today. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/20/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Setting temporary fencing Yes Yes Crews are setting fencing around the site. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS The general contractor was having a meeting with potential subs when I was on-site. The general told me that they would be bringing in equipment and start bringing in fill to the site this week. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/21/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Temp Fencing N/A N/A Crews continue securing the site with temporary fencing. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/26/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS There were no crews on site today. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/27/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water line Install Yes Yes Crews are placing a new water line for the building. Publics works was on site inspecting the connection. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/27/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Install Yes Yes Crews continue installing water line. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/2/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Material & Equipment Deliveries N/A Yes Crews are bringing in equipment to perform civil work. Equipment includes an excavator and a loader. Fill material deliveries are also being made on site. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☒ - Yes ☠- No ☠- N/A CLOSURE TYPE APPROVED NOTES PLAN? See Notes No Crews set up signing notifying drivers that there is construction ahead. Crews are delivery equipment, and that work is extending into the shoulder of the roadway. This is a low speed residential area, and there are no apparent issues with the set up. This is a short term issues as the equipment is unloaded off of trailers. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/3/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Waterline Yes Yes Crews are tapping a waterline in 31st. Public works in on site inspecting that work. Grading Yes Yes Crews continue to bring in fill material. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☒ - Yes ☠- No ☠- N/A CLOSURE TYPE APPROVED NOTES PLAN? Shoulder Closure N/A Crews have a shoulder closure set up. I do not have an approved plan for this. This is a low speed residential area. There are no apparent issues as a result of the closure. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/4/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Connection Yes Yes Crews are backfilling the recent water line connection. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☒ - Yes ☠- No ☠- N/A CLOSURE TYPE APPROVED NOTES PLAN? See Notes No There is open excavation on the shoulder of the roadway for water line work. Crews have the shoulder closed and a flagger on site. This is a low speed residential neighborhood and there are no apparent traffic control issues. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/5/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Connection Yes Yes Crews are continuing the make the new water line connection and adjust the elevation of the existing water line to miss the new sewer line to be installed. Crews were not able to complete the connection. They will place steel plates over the roadway and complete the work Monday. Public works was on site inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☒ - Yes ☠- No ☠- N/A CLOSURE TYPE APPROVED NOTES PLAN? See Notes No There is open excavation on the shoulder of the roadway for water line work. Crews have the shoulder closed and a flagger on site. This is a low speed residential neighborhood and there are no apparent traffic control issues. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/8/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Connection Yes Yes Crews finish making the water line adjustments and connections for the new building. Public works was o site inspecting that work. A permanent roadway repair will still need to be performed. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☒ - Yes ☠- No ☠- N/A CLOSURE TYPE APPROVED NOTES PLAN? See Notes No There is open excavation on the shoulder of the roadway for water line work. Crews have the shoulder closed and a flagger on site. This is a low speed residential neighborhood and there are no apparent traffic control issues. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/9/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are bringing in fill material. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/10/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews continue bringing in fill material. A load of rock to refresh their construction entrance has also been delivered. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A N/A NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/11/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews continue bringing in fill material. A load of rock to refresh their construction entrance has also been delivered. Waterline Yes Yes Crews are backfilling the recently installed water line under 31st. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☒ - Yes ☠- No ☠- N/A CLOSURE TYPE APPROVED NOTES PLAN? Shoulder Closure No Crews have the shoulder area closed for the water line work. Signs are set up alerting drivers of the road work ahead. This is a low volume roadway in a residential neighborhood. With a flagger on site, there are no apparent issues with the traffic control set up. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A Crews brought in a fresh load of rock for their construction entrance. INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/12/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Gas Line Repair N/A Yes While excavating to install the sewer line, crews hit a gas line on the east side of 31st. Cascade Natural Gas and the Camino Island Fire Department was on site until the gas line was pinched about 100’ to the south. See Inspector Comments. Sewer Line Install Yes Yes Crews are excavating and establishing a sewer line connection on the west side of 31st. Public Works is on site inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Road Closure No Crews closed the roadway once the gas line was hit. A Road Closed sign was set up on the north end of the work, and the Camino Island Fire Engine was used to block the area on the south side of the project. Page 2 TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS Gas Leak Repair: The contractor was able to repair the line with assistance from Cascade Natural Gas. I spoke with the contractor about a pavement repair. He asked if they could cover the road with steel plates until next week. After Monday. They should be complete with all of the work that needs to occur under 31st Ave. I said that would be fine. He said that they planned to use cold mix to patch the hole. I told him that cold patch is fine temporally, but the permanent repair will need to be HMA. Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/15/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Tap Yes Yes Crews are tapping a water line on the east boundary of the property. Public works in on site. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS Traffic Control Issue: The office has received a complaint about the project closing 31st without traffic control. I spoke with the project manager about it. He said that He noticed that they had the excavator in the roadway the day before without any traffic control to set a steel plate in the roadway. He said that the spoke with the crew about it, and they would not do any more work in the road without adequate traffic control. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/16/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Yes Yes Crews continue installing the new sewer line connection across 31st Ave. Public works is on site inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Lane closure No Crews have the northbound lane closed for sewer installation work. There is signing and a flagger, but no channelization devices. This is a low volume roadway that is not striped. There are no apparent issues with the traffic control in this area. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A Page 2 INSPECTOR COMMENTS Erosion Control: Crews brought in a fresh load of spalls for the construction entrance. Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/17/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews continue grading work and bringing in import material. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/18/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Testing N/A N/A Crews are pressure testing sewer lines. Public works is on site inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/19/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS There were no workers on site when I was there. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/23/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews have excavated the volume control portion of the southern infiltration trench. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CONTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/24/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes I Performed an inspection on the quantity control portion of the southern infiltration trench. Connections, materials, and dimensions of the trench are all per plan. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CONTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/25/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews are installing the eastern infiltration trench. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/26/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/29/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews installed the southern infiltration trench and have begun excavation on the west trench. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/30/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trenches Yes Yes Crews are installing infiltration trenches. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/1/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews continue installing infiltration trenches and rough grading work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/2/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trenches Yes Yes Crews continue installing infiltration trenches. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/6/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are bringing in material to raise the elevation to where the footing will be constructed. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/8/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews are installing drainage infiltration trenches. All pipe connections look good with te exception of the catch basin adjacent to 31st. See the bottom middle photo below. The crew said that they would complete the connection and call in another inspection. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/9/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews are installing the infiltration trench adjacent to 31st Ave. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/10/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trenches Yes Yes Crew continue installing infiltration trenches. Grading Yes Yes Crews are bringing fill material on site. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/10/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Site Cleanup N/A N/A Dirt crews are doing general cleanup of the site in preparation of establishing a new construction entrance on the south side of the property. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/17/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS No crews were on site when I visited. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/21/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS No crews were on site when I visited. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/24/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☠- Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/30/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/5/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Roof Drains Yes Yes Crews installed the roof drains for the north east building on the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A Page 2 TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/5/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work only N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/7/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work only N/A N/A Crews are cutting trenches for sewer lines to the building. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/10/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with footing work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/28/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/31/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/1/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/2/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/3/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/22/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Road repair Yes N/A Crews have finished with the water line installation under 188th and are beginning to repair the roadway cut. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☒ - No ☠- N/A Lane is CLOSURE TYPE APPROVED NOTES PLAN? Sing lane flagged closure No There was only one flagger on the lane closure. I asked the owner where the other flagger was. He was helping with the construction at the time. I told the owner that he needs to have 2 flaggers at all times that the lane is closed. The flagger went back to his side of the closure and resumed flagging. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A Page 2 INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/14/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/17/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/18/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/21/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/22/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews are placing concrete for the front building foundation, and work continues on the two eastern buildings on the property. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/23/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/24/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/28/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/20/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/22/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. Drainage Yes Yes Crews have connected the roof and footing drains of the center building to the southern infiltration trench. Sewer Yes Yes Crews are preparing to connect the center building to the sewer system. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/26/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/28/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/16/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/17/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Crews continue with building work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/1/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Grading Yes Yes Crews are importing and compacting fill to bring up the elevation of the parking and driving areas. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/9/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Thrust Block Yes Yes Crews placed concrete for the FDC thrust blocks for Buildings B and C. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/29/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Yes N/A Crews are excavating down to the water line to Building C in preparation of hooking the water to the building tomorrow. Public works will be inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/4/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only today. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/3/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only today. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 3/11/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only today. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/14/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only today. No civil work to report. Status Update N/A N/A Since my last visit, crews have paved the first lift of the asphalt parking lot, completed the drainage installation, and begun frontage improvements. Kevin Olander was inspecting that work while I was out. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A Page 2 INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/23/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sidewalk Yes Yes Crews are installing sidewalk and curb & gutter along 31st Ave. Crews continue forming the remaining sidewalk forms. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/24/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sidewalk Yes Yes Crews continue installing sidewalk and curb & gutter along 31st Ave. Crews continue forming the remaining sidewalk forms. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 6/29/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Parking Lot Paving Yes Yes Crews are paving the parking lot and drive areas on the south side of the buildings. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A Page 2 INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/14/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Curb, Gutter & Yes Yes Crews resume forming concrete sidewalk, curb Sidewalk and gutter along 31st Ave and the south side of the buildings. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/15/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Curb, Gutter & Yes Yes Crews are placing concrete for the sidewalk Sidewalk along 31st Ave. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 7/26/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Curb, Gutter & Yes Yes Crews are placing concrete for the sidewalk Sidewalk along the south side of the building. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/11/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews are installing the infiltration trench behind the dumpster enclosure. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/12/2021 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews complete installing the infiltration trench behind the dumpster enclosure. Landscaping Yes Yes Crews are completing landscaping on the north border of the development. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☠- No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/25/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/27/2020 31st Ave Apartments Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☠- No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☠- Yes ☒ - No Is the contractor maintaining the traffic control devices? ☠- Yes ☠- No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☠- No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☠- No ☠- N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 City of Arlington Community & Economic Development August 27, 2021 MTT Holdings 16000 Christensen Rd. Ste. 150 Seattle, WA 98188 RE: Project Closeout Project Name: The Landing at Smokey Point Project Address: 18321 31st Ave NE Project No.: PWD-1083 Dear Debra, Portions of the construction project are nearing completion. Prior to Certificate of Occupancy issuance and performance bond #YFB5420731 release, review and approval of all items related to the project closeout are required. 1. All punch list items shall be completed and approved by the Civil Inspector (punch list attached). Please contact the Civil Inspector for punch list item questions a. Brian Grieve bgrieve@arlingtonwa.gov 360-403-3438 2. As-Built plans: a. Plans shall adhere to the Public Works Design and Construction Standard 1-11. b. Shall include all public and private infrastructure, and right of way improvements c. Submit one (1) full paper set along with the electronic format (PDF) d. AutoCAD files will be required with As-Built plan final approval 3. Bills of Sale (attached): a. For public water, sanitary sewer and stormwater drainage to the property line only b. Shall be submitted with As-Built plans 4. Easement: a. Submittal of legal description and exhibit map by a Professional Engineer or Surveyor licensed in the state of Washington for the following: i. Onsite 20 foot easement for the public water, sewer and/or system infrastructure. 5. Maintenance Bond: a. A 2-year maintenance bond is required. The City of Arlington will accept Surety’s standard form or an Assignment of Funds b. The following shall be indicated on the security: i. The Bond shall not be released without written discharge from the City of Arlington ii. All items to be dedicated to the City of Arlington, or were repaired due to construction; including but not limited to infrastructure relating to the water, sanitary sewer and storm water drainage systems, private and public landscaping and right-of-way improvements. c. Maintenance Bond Estimated Cost of Construction $83,815.00 x 20% = $16,763.00 Please feel free to reach out should you have any questions. 360-403-3551 or rjones@arlingtonwa.gov. Sincerely, Raelynn Jones Permit Technician Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 – www.arlingtonwa.gov PUNCH LIST 31ST APARTMENTS FIRE HYDRANTS BOTH FIRE HYDRANTS OFF 31ST AVE NEED TO SHORTER SO THEY MEET THE STANDARD W-020 WHEN PADS ARE POURED. THE HYDRANT IN THE BACK NEEDS TO RAISED SO IT WILL GET THE 2†SEPARATION IT NEED OVER THE PAD PER STANDARD W-020. METER BOXES BOTH METER BOXES IN THE BACK OF LOT NEED TO BE SET TO GRADE AND SETTERS NEED TO BE ADJUSTED IF THEY DON’T MEET W-050 STANDARS AFTER BOXES ARE MOVED. VALVE CANS THE VALVE CAN FOR THE HYDRANT TO THE NORTH NEED A PAD POURED PER STANDARD W- 190. IF YOU NEED COPEYS OF THE STANDARDS LET ME KNOW AND ILL GET COPEYS TO YOU. THANK YOU. City of Arlington Public Works – Utilities 154 West Cox Arlington, WA. 98223 P (360) 403-3526 Water dept final Inspection Report Date: 9/15/2021 Weather sunny Project Name: THE LANDING AT SMOKEY POINT Contractor: LAWSON AND SONS CON. Contact Person: Phone: Address: Valve cans (are they straight and clean ) GOOD Valve can lids(are in place) GOOD Fire hyd painted with storz fitting GOOD Fire hyd pads (are they right size and thickness) GOOD Fire hyd bollards (painted and dist between) N/A Fire hyd turned the right direction GOOD Meter boxes level GOOD Meter lids ( flip read ) GOOD Meter no less then 6†below lid GOOD Meter setters valves (are they straight) GOOD THE METER FOR THE LAST BUILDING HAS NOT BEEN INSTALLED YET. BUT BOX AND SETTER ARE GOOD. Signature: _______________________________________