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1015 E Union St_PWD292_2026
238 N Olympic Avenue REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Ellis Place Air-Space Condos Permit No.: PWD 292 Review Date: 11/18/2014 Contact: Marc Hayes Phone No.: 360-403-3457 Review Phase: 1st Round Report Date: 11/19/2014 Reviewing Dept.: Community& Economic Applicant: Innovative Investments DWG Issue Date: 9/23/2014 Development Inc. # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. MH Sht. 2 SWPPP Install silt fence around rain garden excavation 2. MH Sht. 2 SWPPP Extend silt fence along the south clearing limits of the project. 3. MH Sht.4 Drainage/Grading Suggest eliminating CB’s #2, #3 and associated piping and utilize the inverted crown of the road for conveyance of storm water generate by Union St. and leave CB #1 as the catch point for roadway. Only runoff generated by public Right of Way (Hamlin & Union ) may convey storm water to the rain garden. 4. MH Sht.4 Drainage/Grading All runoff generated on private property shall be treated/detained upon private property, this would include the 20’ shared access easement, private driveways and rooftops of the proposed condos. 5. MH Sht.4 Drainage/Grading Runoff generated by the rooftops of the condos shall be piped and carried away from the slope and discharged in lieu of the use of splash blocks. 6. MH Sht.4 Drainage/Grading The proposed road section for Union Street is unacceptable; follow the Geo Tech recommendations for road sections. 7. MH Sht.5 D/G details Provide two additional test pits where the rain garden is proposed to verify soil/groundwater conditions. 8. MH general Drainage report The downstream analysis needs to address the potential impact of the Arlington Gospel Church from the newly created impervious surfaces and the installation of the proposed rain garden, and how potential impacts will be mitigated. The drainage system referenced in the analysis is privately owned/maintained. 9. FR Wastewater The proposed 8†sewer must end in a SSMH not a clean- out per Standard 5-1.03.2 Page 1 of 4 238 N Olympic Avenue REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Ellis Place Air-Space Condos Permit No.: PWD 292 Review Date: 11/18/2014 Contact: Marc Hayes Phone No.: 360-403-3457 Review Phase: 1st Round Report Date: 11/19/2014 Reviewing Dept.: Community& Economic Applicant: Innovative Investments DWG Issue Date: 9/23/2014 Development Inc. # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 10. FR Wastewater Each house must connect to a single 6†“T†at the sewer main or connect to a manhole per Standard 5-1.13. Possible solution would be to connect the most southern house to the needed end of line manhole and add a third 6†“T†off the sewer main to provide service to the most northern house. 11. FR Wastewater Refer to Standard Detail SS-070 for manhole placement in paved or outside paved areas 12. GS Water Move service from Hamlin and re-connect at property corner per COA Std. W-070 Chapter 4-3.28 Abandon Corp at main Per COA Std. 4-3.36 Per COA Std. Chapter 4-1.03 extend 4†DI north past the last property line. 13. GS Water Install B.O. assembly Per COA Std. W-180. Use 4†Tee, 4†Resilient Seat GV, 4†Fl w/2†I.P. thread (Standard B.O. assembly). Explanation: Per COA Std. Chapter 4- 1.23, service lines cannot cross private property lines. The 4†DI water main needs to be extended north in front of each property to provide single property-single service connection. 14. GS Water Per COA Std. W-070 Chapter 4-1/23 meters to be tapped and boxes installed on the property corners. 15. GS Water Hot Tap installed Per COA Std. W-200 Chapter 4-3.30 16. GS Water All utility easements to be recorded Per COA Std. & Spec. Chapter 4-1.22 17. 18. 19. Page 2 of 4 238 N Olympic Avenue REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Ellis Place Air-Space Condos Permit No.: PWD 292 Review Date: 11/18/2014 Contact: Marc Hayes Phone No.: 360-403-3457 Review Phase: 1st Round Report Date: 11/19/2014 Reviewing Dept.: Community& Economic Applicant: Innovative Investments DWG Issue Date: 9/23/2014 Development Inc. # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. Page 3 of 4 238 N Olympic Avenue REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Ellis Place Air-Space Condos Permit No.: PWD 292 Review Date: 11/18/2014 Contact: Marc Hayes Phone No.: 360-403-3457 Review Phase: 1st Round Report Date: 11/19/2014 Reviewing Dept.: Community& Economic Applicant: Innovative Investments DWG Issue Date: 9/23/2014 Development Inc. # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 43. 44. 45. 46. 47. 48. 49. 50. Page 4 of 4 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. PLAN REVIEW FEE PLAN REVIEW FEE (3% of Project Value) $ - GRADING FEE (4) (Cubic Yard ) $ - PRIVATE STORMWATER (3% of Project Value) $ 99.00 DRAINAGE PLAN REVIEW FEE Total Review Fees Due $ 99.00 Review fees due at time of submittal CONSTRUCTION INSPECTION FEE CONSTRUCTION INSPECTION FEE (3% of Project Value) $ 2,699.41 PRIVATE DEVELOPMENT INSPECTION FEE $ - Total Inspection Fees $ 2,699.41 Due $127.00 per hour Estimated hours $0.00 Inspection fees due at time of permit issuance 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¬ Stormwater Drainage and Grading (Public) ï¬ Utilities (Public) ï¬ Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 89,980.31 PERFORMANCE DEVICE 150% Amount Due $ 134,970.47 Base Calculation of Maintenance Device $ 81,693.44 MAINTENANCE DEVICE 20% Amount Due $ 16,338.69 1 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 5 $ 177.50 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY 500 $ 1,500.00 Fence, silt $ 2.00 LF 151 $ 302.00 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): $ 6,629.50 MOBILIZATION 10%: $ 662.95 CONTINGENCY 15%: $ 994.43 TOTAL: $ 8,286.88 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 2 $ 3,300.00 CB Type IL $ 1,850.00 EACH $ - $ - 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 $ - $ - 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 $ - $ - 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 5 $ 90.00 $ - 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 4 $ 208.00 $ - 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 Rain Garden $ 7,500.00 1 $ 7,500.00 $ - $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 12,748.00 $ 3,300.00 MOBILIZATION 10%: $ 1,274.80 CONTINGENCY 15%: $ 1,912.20 TOTAL: $ 15,935.00 $ 3,300.00 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Description Unit Price Unit Quantity Cost Backfill & Compaction- embankment $ 8.00 CY 500 $ 4,000.00 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, 20' $ 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 905 $ 1,131.25 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 $ 5,131.25 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 1000-2000sy $ 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 $ - Curb and Gutter, demolition and disposal $ 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 36 $ 126.00 Sawcut, concrete, per 1" depth $ 3.00 LF $ - Sealant, asphalt $ 2.00 LF 36 $ 72.00 Shoulder, gravel, 4" thick $ 11.00 SY $ - Sidewalk, 4" thick $ 40.00 SY $ - Sidewalk, 4" thick, demolition and disposal $ 36.00 SY $ - Sidewalk, 6" thick $ 45.00 SY $ - Sidewalk, 6" thick, demolition and disposal $ 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 $ 198.00 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 905 $ 9,050.00 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 $ - 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 905 $ 6,787.50 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 SY $ 22.00 SY $ - Concrete Road, 6", no base, over 2500 SY $ 32.00 SY $ - Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 15,837.50 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Description Unit Price Unit Quantity Cost Blowoff $ 1,800.00 EACH 1 $ 1,800.00 Connection to Existing Water Main $ 2,000.00 EACH 1 $ 2,000.00 Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - 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 $ - 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 $ - 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. Dia $ 4,200.00 EACH $ - Pressure Reducing Valve Assembly, 12 In. Dia $ 5,000.00 EACH $ - Valve Marker Post $ 350.00 EACH $ - WRITE-IN-ITEMS DI WATER MAIN, CL 52, 4" $ 55.00 LF 346 $ 19,030.00 $ - $ - $ - $ - Subtotal $ 22,830.00 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Description Unit Price Unit Quantity Cost Connection to Existing Sewer Main $ - EACH 1 $ - 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 170 $ 5,610.00 Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - Lift Station (Entire System) $ - LS $ - Manhole, 48 Inch Dia $ 3,000.00 EACH 1 $ 3,000.00 for additional depth over 4 feet/per foot $ 532.00 FEET $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - for additional depth over 4 feet/per foot $ 625.00 FEET $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - for additional depth over 4 feet/per foot $ 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 $ 8,610.00 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - SUBTOTAL OF ALL PAGES $ 52,606.75 MOBILIZATION 10%: $ 5,260.68 CONTINGENCY 15%: $ 7,891.01 GRANDTOTAL: $ 65,758.44 WWHM2012 PROJECT REPORT General Model Information Project Name: Ellis Condo Parcel Site Name: Distribution Center Site Address: City: Arlington Report Date: 1/21/2015 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.20 Version: 2014/12/10 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use Acres C, Forest, Mod 0.227 Pervious Total 0.227 Impervious Land Use Acres Impervious Total 0 Basin Total 0.227 Element Flows To: Surface Interflow Groundwater Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 3 Mitigated Land Use Lot 1 NPGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROOF TOPS FLAT 0.027 Impervious Total 0.027 Basin Total 0.027 Element Flows To: Surface Interflow Groundwater Lot 1 Infiltration TrenchLot 1 Infiltration Trench Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 4 Lot 2 NPGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROOF TOPS FLAT 0.027 Impervious Total 0.027 Basin Total 0.027 Element Flows To: Surface Interflow Groundwater Lot 2 Infiltration TrenchLot 2 Infiltration Trench Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 5 Lot 3 NPGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROOF TOPS FLAT 0.027 Impervious Total 0.027 Basin Total 0.027 Element Flows To: Surface Interflow Groundwater Lot 3 Infiltration TrenchLot 3 Infiltration Trench Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 6 Lot 4 NPGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROOF TOPS FLAT 0.027 Impervious Total 0.027 Basin Total 0.027 Element Flows To: Surface Interflow Groundwater Lot 4 Infiltration TrenchLot 4 Infiltration Trench Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 7 Lot 1 PGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROADS FLAT 0.03 Impervious Total 0.03 Basin Total 0.03 Element Flows To: Surface Interflow Groundwater Lot 1 Rain Garden Lot 1 Rain Garden Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 8 Lot 2 PGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROADS FLAT 0.03 Impervious Total 0.03 Basin Total 0.03 Element Flows To: Surface Interflow Groundwater Lot 2 Rain Garden Lot 2 Rain Garden Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 9 Lot 3 PGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROADS FLAT 0.031 Impervious Total 0.031 Basin Total 0.031 Element Flows To: Surface Interflow Groundwater Lot 3 Rain Garden Lot 3 Rain Garden Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 10 Lot 4 PGIS Bypass: No GroundWater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROADS FLAT 0.028 Impervious Total 0.028 Basin Total 0.028 Element Flows To: Surface Interflow Groundwater Lot 4 Rain Garden Lot 4 Rain Garden Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 11 Routing Elements Predeveloped Routing Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 12 Mitigated Routing Lot 1 Rain Garden Bottom Length: 5.44 ft. Bottom Width: 5.44 ft. Depth: 1.5 ft. Volume at riser head: 0.0017 acre-ft. Infiltration On Infiltration rate: 0.75 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft): 5.242 Total Volume Through Riser (ac-ft): 0.916 Total Volume Through Facility (ac-ft): 6.157 Percent Infiltrated: 85.14 Total Precip Applied to Facility: 0.343 Total Evap From Facility: 0 Side slope 1: 3 To 1 Side slope 2: 3 To 1 Side slope 3: 3 To 1 Side slope 4: 3 To 1 Discharge Structure Riser Height: 1 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Lot 2 Rain Garden Pond Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.000 0.000 0.000 0.000 0.0167 0.000 0.000 0.000 0.000 0.0333 0.000 0.000 0.000 0.000 0.0500 0.000 0.000 0.000 0.000 0.0667 0.000 0.000 0.000 0.000 0.0833 0.000 0.000 0.000 0.000 0.1000 0.000 0.000 0.000 0.000 0.1167 0.000 0.000 0.000 0.000 0.1333 0.000 0.000 0.000 0.000 0.1500 0.000 0.000 0.000 0.000 0.1667 0.001 0.000 0.000 0.000 0.1833 0.001 0.000 0.000 0.000 0.2000 0.001 0.000 0.000 0.000 0.2167 0.001 0.000 0.000 0.000 0.2333 0.001 0.000 0.000 0.000 0.2500 0.001 0.000 0.000 0.000 0.2667 0.001 0.000 0.000 0.000 0.2833 0.001 0.000 0.000 0.000 0.3000 0.001 0.000 0.000 0.000 0.3167 0.001 0.000 0.000 0.000 0.3333 0.001 0.000 0.000 0.000 0.3500 0.001 0.000 0.000 0.000 0.3667 0.001 0.000 0.000 0.000 0.3833 0.001 0.000 0.000 0.000 0.4000 0.001 0.000 0.000 0.000 0.4167 0.001 0.000 0.000 0.000 0.4333 0.001 0.000 0.000 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 13 0.4500 0.001 0.000 0.000 0.000 0.4667 0.001 0.000 0.000 0.000 0.4833 0.001 0.000 0.000 0.000 0.5000 0.001 0.000 0.000 0.000 0.5167 0.001 0.000 0.000 0.000 0.5333 0.001 0.000 0.000 0.000 0.5500 0.001 0.000 0.000 0.000 0.5667 0.001 0.000 0.000 0.000 0.5833 0.001 0.000 0.000 0.000 0.6000 0.001 0.000 0.000 0.000 0.6167 0.001 0.000 0.000 0.000 0.6333 0.002 0.000 0.000 0.000 0.6500 0.002 0.000 0.000 0.000 0.6667 0.002 0.000 0.000 0.000 0.6833 0.002 0.000 0.000 0.000 0.7000 0.002 0.000 0.000 0.000 0.7167 0.002 0.001 0.000 0.000 0.7333 0.002 0.001 0.000 0.000 0.7500 0.002 0.001 0.000 0.000 0.7667 0.002 0.001 0.000 0.000 0.7833 0.002 0.001 0.000 0.000 0.8000 0.002 0.001 0.000 0.000 0.8167 0.002 0.001 0.000 0.000 0.8333 0.002 0.001 0.000 0.000 0.8500 0.002 0.001 0.000 0.000 0.8667 0.002 0.001 0.000 0.000 0.8833 0.002 0.001 0.000 0.000 0.9000 0.002 0.001 0.000 0.000 0.9167 0.002 0.001 0.000 0.000 0.9333 0.002 0.001 0.000 0.000 0.9500 0.002 0.001 0.000 0.000 0.9667 0.002 0.001 0.000 0.000 0.9833 0.003 0.001 0.000 0.000 1.0000 0.003 0.001 0.000 0.000 1.0167 0.003 0.001 0.021 0.000 1.0333 0.003 0.001 0.059 0.000 1.0500 0.003 0.001 0.108 0.000 1.0667 0.003 0.001 0.167 0.000 1.0833 0.003 0.002 0.234 0.000 1.1000 0.003 0.002 0.308 0.000 1.1167 0.003 0.002 0.388 0.000 1.1333 0.003 0.002 0.474 0.000 1.1500 0.003 0.002 0.565 0.000 1.1667 0.003 0.002 0.662 0.000 1.1833 0.003 0.002 0.764 0.000 1.2000 0.003 0.002 0.871 0.000 1.2167 0.003 0.002 0.982 0.000 1.2333 0.003 0.002 1.097 0.000 1.2500 0.003 0.002 1.217 0.000 1.2667 0.003 0.002 1.341 0.000 1.2833 0.004 0.002 1.468 0.000 1.3000 0.004 0.002 1.600 0.000 1.3167 0.004 0.002 1.735 0.000 1.3333 0.004 0.002 1.874 0.000 1.3500 0.004 0.003 2.016 0.000 1.3667 0.004 0.003 2.162 0.000 1.3833 0.004 0.003 2.311 0.000 1.4000 0.004 0.003 2.463 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 14 1.4167 0.004 0.003 2.619 0.000 1.4333 0.004 0.003 2.778 0.000 1.4500 0.004 0.003 2.939 0.000 1.4667 0.004 0.003 3.104 0.000 1.4833 0.004 0.003 3.272 0.000 1.5000 0.004 0.003 3.443 0.000 1.5167 0.004 0.003 3.616 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 15 Lot 1 Infiltration Trench Bottom Length: 25.00 ft. Bottom Width: 6.00 ft. Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.33 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: 0.75 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft): 5.152 Total Volume Through Riser (ac-ft): 0.022 Total Volume Through Facility (ac-ft): 5.175 Percent Infiltrated: 99.56 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.5 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Lot 1 Rain Garden Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.003 0.000 0.000 0.000 0.0222 0.003 0.000 0.000 0.002 0.0444 0.003 0.000 0.000 0.002 0.0667 0.003 0.000 0.000 0.002 0.0889 0.003 0.000 0.000 0.002 0.1111 0.003 0.000 0.000 0.002 0.1333 0.003 0.000 0.000 0.002 0.1556 0.003 0.000 0.000 0.002 0.1778 0.003 0.000 0.000 0.002 0.2000 0.003 0.000 0.000 0.002 0.2222 0.003 0.000 0.000 0.002 0.2444 0.003 0.000 0.000 0.002 0.2667 0.003 0.000 0.000 0.002 0.2889 0.003 0.000 0.000 0.002 0.3111 0.003 0.000 0.000 0.002 0.3333 0.003 0.000 0.000 0.002 0.3556 0.003 0.000 0.000 0.002 0.3778 0.003 0.000 0.000 0.002 0.4000 0.003 0.000 0.000 0.002 0.4222 0.003 0.000 0.000 0.002 0.4444 0.003 0.000 0.000 0.002 0.4667 0.003 0.000 0.000 0.002 0.4889 0.003 0.000 0.000 0.002 0.5111 0.003 0.000 0.000 0.002 0.5333 0.003 0.000 0.000 0.002 0.5556 0.003 0.000 0.000 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 16 0.5778 0.003 0.000 0.000 0.002 0.6000 0.003 0.000 0.000 0.002 0.6222 0.003 0.000 0.000 0.002 0.6444 0.003 0.000 0.000 0.002 0.6667 0.003 0.000 0.000 0.002 0.6889 0.003 0.000 0.000 0.002 0.7111 0.003 0.000 0.000 0.002 0.7333 0.003 0.000 0.000 0.002 0.7556 0.003 0.000 0.000 0.002 0.7778 0.003 0.000 0.000 0.002 0.8000 0.003 0.000 0.000 0.002 0.8222 0.003 0.000 0.000 0.002 0.8444 0.003 0.001 0.000 0.002 0.8667 0.003 0.001 0.000 0.002 0.8889 0.003 0.001 0.000 0.002 0.9111 0.003 0.001 0.000 0.002 0.9333 0.003 0.001 0.000 0.002 0.9556 0.003 0.001 0.000 0.002 0.9778 0.003 0.001 0.000 0.002 1.0000 0.003 0.001 0.000 0.002 1.0222 0.003 0.001 0.000 0.002 1.0444 0.003 0.001 0.000 0.002 1.0667 0.003 0.001 0.000 0.002 1.0889 0.003 0.001 0.000 0.002 1.1111 0.003 0.001 0.000 0.002 1.1333 0.003 0.001 0.000 0.002 1.1556 0.003 0.001 0.000 0.002 1.1778 0.003 0.001 0.000 0.002 1.2000 0.003 0.001 0.000 0.002 1.2222 0.003 0.001 0.000 0.002 1.2444 0.003 0.001 0.000 0.002 1.2667 0.003 0.001 0.000 0.002 1.2889 0.003 0.001 0.000 0.002 1.3111 0.003 0.001 0.000 0.002 1.3333 0.003 0.001 0.000 0.002 1.3556 0.003 0.001 0.000 0.002 1.3778 0.003 0.001 0.000 0.002 1.4000 0.003 0.001 0.000 0.002 1.4222 0.003 0.001 0.000 0.002 1.4444 0.003 0.001 0.000 0.002 1.4667 0.003 0.001 0.000 0.002 1.4889 0.003 0.001 0.000 0.002 1.5111 0.003 0.001 0.011 0.002 1.5333 0.003 0.001 0.059 0.002 1.5556 0.003 0.001 0.127 0.002 1.5778 0.003 0.001 0.211 0.002 1.6000 0.003 0.001 0.308 0.002 1.6222 0.003 0.001 0.416 0.002 1.6444 0.003 0.001 0.534 0.002 1.6667 0.003 0.001 0.662 0.002 1.6889 0.003 0.001 0.799 0.002 1.7111 0.003 0.001 0.944 0.002 1.7333 0.003 0.002 1.097 0.002 1.7556 0.003 0.002 1.258 0.002 1.7778 0.003 0.002 1.425 0.002 1.8000 0.003 0.002 1.600 0.002 1.8222 0.003 0.002 1.781 0.002 1.8444 0.003 0.002 1.968 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 17 1.8667 0.003 0.002 2.162 0.002 1.8889 0.003 0.002 2.361 0.002 1.9111 0.003 0.002 2.567 0.002 1.9333 0.003 0.002 2.778 0.002 1.9556 0.003 0.002 2.994 0.002 1.9778 0.003 0.002 3.216 0.002 2.0000 0.003 0.002 3.443 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 18 Lot 2 Infiltration Trench Bottom Length: 25.00 ft. Bottom Width: 6.00 ft. Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.33 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: 0.75 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft): 5.152 Total Volume Through Riser (ac-ft): 0.022 Total Volume Through Facility (ac-ft): 5.175 Percent Infiltrated: 99.56 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.5 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Lot 2 Rain Garden Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.003 0.000 0.000 0.000 0.0222 0.003 0.000 0.000 0.002 0.0444 0.003 0.000 0.000 0.002 0.0667 0.003 0.000 0.000 0.002 0.0889 0.003 0.000 0.000 0.002 0.1111 0.003 0.000 0.000 0.002 0.1333 0.003 0.000 0.000 0.002 0.1556 0.003 0.000 0.000 0.002 0.1778 0.003 0.000 0.000 0.002 0.2000 0.003 0.000 0.000 0.002 0.2222 0.003 0.000 0.000 0.002 0.2444 0.003 0.000 0.000 0.002 0.2667 0.003 0.000 0.000 0.002 0.2889 0.003 0.000 0.000 0.002 0.3111 0.003 0.000 0.000 0.002 0.3333 0.003 0.000 0.000 0.002 0.3556 0.003 0.000 0.000 0.002 0.3778 0.003 0.000 0.000 0.002 0.4000 0.003 0.000 0.000 0.002 0.4222 0.003 0.000 0.000 0.002 0.4444 0.003 0.000 0.000 0.002 0.4667 0.003 0.000 0.000 0.002 0.4889 0.003 0.000 0.000 0.002 0.5111 0.003 0.000 0.000 0.002 0.5333 0.003 0.000 0.000 0.002 0.5556 0.003 0.000 0.000 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 19 0.5778 0.003 0.000 0.000 0.002 0.6000 0.003 0.000 0.000 0.002 0.6222 0.003 0.000 0.000 0.002 0.6444 0.003 0.000 0.000 0.002 0.6667 0.003 0.000 0.000 0.002 0.6889 0.003 0.000 0.000 0.002 0.7111 0.003 0.000 0.000 0.002 0.7333 0.003 0.000 0.000 0.002 0.7556 0.003 0.000 0.000 0.002 0.7778 0.003 0.000 0.000 0.002 0.8000 0.003 0.000 0.000 0.002 0.8222 0.003 0.000 0.000 0.002 0.8444 0.003 0.001 0.000 0.002 0.8667 0.003 0.001 0.000 0.002 0.8889 0.003 0.001 0.000 0.002 0.9111 0.003 0.001 0.000 0.002 0.9333 0.003 0.001 0.000 0.002 0.9556 0.003 0.001 0.000 0.002 0.9778 0.003 0.001 0.000 0.002 1.0000 0.003 0.001 0.000 0.002 1.0222 0.003 0.001 0.000 0.002 1.0444 0.003 0.001 0.000 0.002 1.0667 0.003 0.001 0.000 0.002 1.0889 0.003 0.001 0.000 0.002 1.1111 0.003 0.001 0.000 0.002 1.1333 0.003 0.001 0.000 0.002 1.1556 0.003 0.001 0.000 0.002 1.1778 0.003 0.001 0.000 0.002 1.2000 0.003 0.001 0.000 0.002 1.2222 0.003 0.001 0.000 0.002 1.2444 0.003 0.001 0.000 0.002 1.2667 0.003 0.001 0.000 0.002 1.2889 0.003 0.001 0.000 0.002 1.3111 0.003 0.001 0.000 0.002 1.3333 0.003 0.001 0.000 0.002 1.3556 0.003 0.001 0.000 0.002 1.3778 0.003 0.001 0.000 0.002 1.4000 0.003 0.001 0.000 0.002 1.4222 0.003 0.001 0.000 0.002 1.4444 0.003 0.001 0.000 0.002 1.4667 0.003 0.001 0.000 0.002 1.4889 0.003 0.001 0.000 0.002 1.5111 0.003 0.001 0.011 0.002 1.5333 0.003 0.001 0.059 0.002 1.5556 0.003 0.001 0.127 0.002 1.5778 0.003 0.001 0.211 0.002 1.6000 0.003 0.001 0.308 0.002 1.6222 0.003 0.001 0.416 0.002 1.6444 0.003 0.001 0.534 0.002 1.6667 0.003 0.001 0.662 0.002 1.6889 0.003 0.001 0.799 0.002 1.7111 0.003 0.001 0.944 0.002 1.7333 0.003 0.002 1.097 0.002 1.7556 0.003 0.002 1.258 0.002 1.7778 0.003 0.002 1.425 0.002 1.8000 0.003 0.002 1.600 0.002 1.8222 0.003 0.002 1.781 0.002 1.8444 0.003 0.002 1.968 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 20 1.8667 0.003 0.002 2.162 0.002 1.8889 0.003 0.002 2.361 0.002 1.9111 0.003 0.002 2.567 0.002 1.9333 0.003 0.002 2.778 0.002 1.9556 0.003 0.002 2.994 0.002 1.9778 0.003 0.002 3.216 0.002 2.0000 0.003 0.002 3.443 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 21 Lot 3 Infiltration Trench Bottom Length: 25.00 ft. Bottom Width: 6.00 ft. Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.33 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 Discharge Structure Riser Height: 1.5 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Lot 3 Rain Garden Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.003 0.000 0.000 0.000 0.0222 0.003 0.000 0.000 0.000 0.0444 0.003 0.000 0.000 0.000 0.0667 0.003 0.000 0.000 0.000 0.0889 0.003 0.000 0.000 0.000 0.1111 0.003 0.000 0.000 0.000 0.1333 0.003 0.000 0.000 0.000 0.1556 0.003 0.000 0.000 0.000 0.1778 0.003 0.000 0.000 0.000 0.2000 0.003 0.000 0.000 0.000 0.2222 0.003 0.000 0.000 0.000 0.2444 0.003 0.000 0.000 0.000 0.2667 0.003 0.000 0.000 0.000 0.2889 0.003 0.000 0.000 0.000 0.3111 0.003 0.000 0.000 0.000 0.3333 0.003 0.000 0.000 0.000 0.3556 0.003 0.000 0.000 0.000 0.3778 0.003 0.000 0.000 0.000 0.4000 0.003 0.000 0.000 0.000 0.4222 0.003 0.000 0.000 0.000 0.4444 0.003 0.000 0.000 0.000 0.4667 0.003 0.000 0.000 0.000 0.4889 0.003 0.000 0.000 0.000 0.5111 0.003 0.000 0.000 0.000 0.5333 0.003 0.000 0.000 0.000 0.5556 0.003 0.000 0.000 0.000 0.5778 0.003 0.000 0.000 0.000 0.6000 0.003 0.000 0.000 0.000 0.6222 0.003 0.000 0.000 0.000 0.6444 0.003 0.000 0.000 0.000 0.6667 0.003 0.000 0.000 0.000 0.6889 0.003 0.000 0.000 0.000 0.7111 0.003 0.000 0.000 0.000 0.7333 0.003 0.000 0.000 0.000 0.7556 0.003 0.000 0.000 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 22 0.7778 0.003 0.000 0.000 0.000 0.8000 0.003 0.000 0.000 0.000 0.8222 0.003 0.000 0.000 0.000 0.8444 0.003 0.001 0.000 0.000 0.8667 0.003 0.001 0.000 0.000 0.8889 0.003 0.001 0.000 0.000 0.9111 0.003 0.001 0.000 0.000 0.9333 0.003 0.001 0.000 0.000 0.9556 0.003 0.001 0.000 0.000 0.9778 0.003 0.001 0.000 0.000 1.0000 0.003 0.001 0.000 0.000 1.0222 0.003 0.001 0.000 0.000 1.0444 0.003 0.001 0.000 0.000 1.0667 0.003 0.001 0.000 0.000 1.0889 0.003 0.001 0.000 0.000 1.1111 0.003 0.001 0.000 0.000 1.1333 0.003 0.001 0.000 0.000 1.1556 0.003 0.001 0.000 0.000 1.1778 0.003 0.001 0.000 0.000 1.2000 0.003 0.001 0.000 0.000 1.2222 0.003 0.001 0.000 0.000 1.2444 0.003 0.001 0.000 0.000 1.2667 0.003 0.001 0.000 0.000 1.2889 0.003 0.001 0.000 0.000 1.3111 0.003 0.001 0.000 0.000 1.3333 0.003 0.001 0.000 0.000 1.3556 0.003 0.001 0.000 0.000 1.3778 0.003 0.001 0.000 0.000 1.4000 0.003 0.001 0.000 0.000 1.4222 0.003 0.001 0.000 0.000 1.4444 0.003 0.001 0.000 0.000 1.4667 0.003 0.001 0.000 0.000 1.4889 0.003 0.001 0.000 0.000 1.5111 0.003 0.001 0.011 0.000 1.5333 0.003 0.001 0.059 0.000 1.5556 0.003 0.001 0.127 0.000 1.5778 0.003 0.001 0.211 0.000 1.6000 0.003 0.001 0.308 0.000 1.6222 0.003 0.001 0.416 0.000 1.6444 0.003 0.001 0.534 0.000 1.6667 0.003 0.001 0.662 0.000 1.6889 0.003 0.001 0.799 0.000 1.7111 0.003 0.001 0.944 0.000 1.7333 0.003 0.002 1.097 0.000 1.7556 0.003 0.002 1.258 0.000 1.7778 0.003 0.002 1.425 0.000 1.8000 0.003 0.002 1.600 0.000 1.8222 0.003 0.002 1.781 0.000 1.8444 0.003 0.002 1.968 0.000 1.8667 0.003 0.002 2.162 0.000 1.8889 0.003 0.002 2.361 0.000 1.9111 0.003 0.002 2.567 0.000 1.9333 0.003 0.002 2.778 0.000 1.9556 0.003 0.002 2.994 0.000 1.9778 0.003 0.002 3.216 0.000 2.0000 0.003 0.002 3.443 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 23 Lot 4 Infiltration Trench Bottom Length: 25.00 ft. Bottom Width: 6.00 ft. Trench bottom slope 1: 0.0001 To 1 Trench Left side slope 0: 0 To 1 Trench right side slope 2: 0 To 1 Material thickness of first layer: 2 Pour Space of material for first layer: 0.33 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: 0.75 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft): 5.152 Total Volume Through Riser (ac-ft): 0.022 Total Volume Through Facility (ac-ft): 5.175 Percent Infiltrated: 99.56 Total Precip Applied to Facility: 0 Total Evap From Facility: 0 Discharge Structure Riser Height: 1.5 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Lot 4 Rain Garden Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.003 0.000 0.000 0.000 0.0222 0.003 0.000 0.000 0.002 0.0444 0.003 0.000 0.000 0.002 0.0667 0.003 0.000 0.000 0.002 0.0889 0.003 0.000 0.000 0.002 0.1111 0.003 0.000 0.000 0.002 0.1333 0.003 0.000 0.000 0.002 0.1556 0.003 0.000 0.000 0.002 0.1778 0.003 0.000 0.000 0.002 0.2000 0.003 0.000 0.000 0.002 0.2222 0.003 0.000 0.000 0.002 0.2444 0.003 0.000 0.000 0.002 0.2667 0.003 0.000 0.000 0.002 0.2889 0.003 0.000 0.000 0.002 0.3111 0.003 0.000 0.000 0.002 0.3333 0.003 0.000 0.000 0.002 0.3556 0.003 0.000 0.000 0.002 0.3778 0.003 0.000 0.000 0.002 0.4000 0.003 0.000 0.000 0.002 0.4222 0.003 0.000 0.000 0.002 0.4444 0.003 0.000 0.000 0.002 0.4667 0.003 0.000 0.000 0.002 0.4889 0.003 0.000 0.000 0.002 0.5111 0.003 0.000 0.000 0.002 0.5333 0.003 0.000 0.000 0.002 0.5556 0.003 0.000 0.000 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 24 0.5778 0.003 0.000 0.000 0.002 0.6000 0.003 0.000 0.000 0.002 0.6222 0.003 0.000 0.000 0.002 0.6444 0.003 0.000 0.000 0.002 0.6667 0.003 0.000 0.000 0.002 0.6889 0.003 0.000 0.000 0.002 0.7111 0.003 0.000 0.000 0.002 0.7333 0.003 0.000 0.000 0.002 0.7556 0.003 0.000 0.000 0.002 0.7778 0.003 0.000 0.000 0.002 0.8000 0.003 0.000 0.000 0.002 0.8222 0.003 0.000 0.000 0.002 0.8444 0.003 0.001 0.000 0.002 0.8667 0.003 0.001 0.000 0.002 0.8889 0.003 0.001 0.000 0.002 0.9111 0.003 0.001 0.000 0.002 0.9333 0.003 0.001 0.000 0.002 0.9556 0.003 0.001 0.000 0.002 0.9778 0.003 0.001 0.000 0.002 1.0000 0.003 0.001 0.000 0.002 1.0222 0.003 0.001 0.000 0.002 1.0444 0.003 0.001 0.000 0.002 1.0667 0.003 0.001 0.000 0.002 1.0889 0.003 0.001 0.000 0.002 1.1111 0.003 0.001 0.000 0.002 1.1333 0.003 0.001 0.000 0.002 1.1556 0.003 0.001 0.000 0.002 1.1778 0.003 0.001 0.000 0.002 1.2000 0.003 0.001 0.000 0.002 1.2222 0.003 0.001 0.000 0.002 1.2444 0.003 0.001 0.000 0.002 1.2667 0.003 0.001 0.000 0.002 1.2889 0.003 0.001 0.000 0.002 1.3111 0.003 0.001 0.000 0.002 1.3333 0.003 0.001 0.000 0.002 1.3556 0.003 0.001 0.000 0.002 1.3778 0.003 0.001 0.000 0.002 1.4000 0.003 0.001 0.000 0.002 1.4222 0.003 0.001 0.000 0.002 1.4444 0.003 0.001 0.000 0.002 1.4667 0.003 0.001 0.000 0.002 1.4889 0.003 0.001 0.000 0.002 1.5111 0.003 0.001 0.011 0.002 1.5333 0.003 0.001 0.059 0.002 1.5556 0.003 0.001 0.127 0.002 1.5778 0.003 0.001 0.211 0.002 1.6000 0.003 0.001 0.308 0.002 1.6222 0.003 0.001 0.416 0.002 1.6444 0.003 0.001 0.534 0.002 1.6667 0.003 0.001 0.662 0.002 1.6889 0.003 0.001 0.799 0.002 1.7111 0.003 0.001 0.944 0.002 1.7333 0.003 0.002 1.097 0.002 1.7556 0.003 0.002 1.258 0.002 1.7778 0.003 0.002 1.425 0.002 1.8000 0.003 0.002 1.600 0.002 1.8222 0.003 0.002 1.781 0.002 1.8444 0.003 0.002 1.968 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 25 1.8667 0.003 0.002 2.162 0.002 1.8889 0.003 0.002 2.361 0.002 1.9111 0.003 0.002 2.567 0.002 1.9333 0.003 0.002 2.778 0.002 1.9556 0.003 0.002 2.994 0.002 1.9778 0.003 0.002 3.216 0.002 2.0000 0.003 0.002 3.443 0.002 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 26 Lot 2 Rain Garden Bottom Length: 5.08 ft. Bottom Width: 5.08 ft. Depth: 1.5 ft. Volume at riser head: 0.0016 acre-ft. Infiltration On Infiltration rate: 0.75 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft): 5.026 Total Volume Through Riser (ac-ft): 2.041 Total Volume Through Facility (ac-ft): 7.068 Percent Infiltrated: 71.11 Total Precip Applied to Facility: 0.336 Total Evap From Facility: 0 Side slope 1: 3 To 1 Side slope 2: 3 To 1 Side slope 3: 3 To 1 Side slope 4: 3 To 1 Discharge Structure Riser Height: 1 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Lot 3 Rain Garden Pond Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.000 0.000 0.000 0.000 0.0167 0.000 0.000 0.000 0.000 0.0333 0.000 0.000 0.000 0.000 0.0500 0.000 0.000 0.000 0.000 0.0667 0.000 0.000 0.000 0.000 0.0833 0.000 0.000 0.000 0.000 0.1000 0.000 0.000 0.000 0.000 0.1167 0.000 0.000 0.000 0.000 0.1333 0.000 0.000 0.000 0.000 0.1500 0.000 0.000 0.000 0.000 0.1667 0.000 0.000 0.000 0.000 0.1833 0.000 0.000 0.000 0.000 0.2000 0.000 0.000 0.000 0.000 0.2167 0.000 0.000 0.000 0.000 0.2333 0.001 0.000 0.000 0.000 0.2500 0.001 0.000 0.000 0.000 0.2667 0.001 0.000 0.000 0.000 0.2833 0.001 0.000 0.000 0.000 0.3000 0.001 0.000 0.000 0.000 0.3167 0.001 0.000 0.000 0.000 0.3333 0.001 0.000 0.000 0.000 0.3500 0.001 0.000 0.000 0.000 0.3667 0.001 0.000 0.000 0.000 0.3833 0.001 0.000 0.000 0.000 0.4000 0.001 0.000 0.000 0.000 0.4167 0.001 0.000 0.000 0.000 0.4333 0.001 0.000 0.000 0.000 0.4500 0.001 0.000 0.000 0.000 0.4667 0.001 0.000 0.000 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 27 0.4833 0.001 0.000 0.000 0.000 0.5000 0.001 0.000 0.000 0.000 0.5167 0.001 0.000 0.000 0.000 0.5333 0.001 0.000 0.000 0.000 0.5500 0.001 0.000 0.000 0.000 0.5667 0.001 0.000 0.000 0.000 0.5833 0.001 0.000 0.000 0.000 0.6000 0.001 0.000 0.000 0.000 0.6167 0.001 0.000 0.000 0.000 0.6333 0.001 0.000 0.000 0.000 0.6500 0.001 0.000 0.000 0.000 0.6667 0.001 0.000 0.000 0.000 0.6833 0.001 0.000 0.000 0.000 0.7000 0.002 0.000 0.000 0.000 0.7167 0.002 0.000 0.000 0.000 0.7333 0.002 0.000 0.000 0.000 0.7500 0.002 0.001 0.000 0.000 0.7667 0.002 0.001 0.000 0.000 0.7833 0.002 0.001 0.000 0.000 0.8000 0.002 0.001 0.000 0.000 0.8167 0.002 0.001 0.000 0.000 0.8333 0.002 0.001 0.000 0.000 0.8500 0.002 0.001 0.000 0.000 0.8667 0.002 0.001 0.000 0.000 0.8833 0.002 0.001 0.000 0.000 0.9000 0.002 0.001 0.000 0.000 0.9167 0.002 0.001 0.000 0.000 0.9333 0.002 0.001 0.000 0.000 0.9500 0.002 0.001 0.000 0.000 0.9667 0.002 0.001 0.000 0.000 0.9833 0.002 0.001 0.000 0.000 1.0000 0.002 0.001 0.000 0.000 1.0167 0.002 0.001 0.021 0.000 1.0333 0.002 0.001 0.059 0.000 1.0500 0.003 0.001 0.108 0.000 1.0667 0.003 0.001 0.167 0.000 1.0833 0.003 0.001 0.234 0.000 1.1000 0.003 0.001 0.308 0.000 1.1167 0.003 0.001 0.388 0.000 1.1333 0.003 0.002 0.474 0.000 1.1500 0.003 0.002 0.565 0.000 1.1667 0.003 0.002 0.662 0.000 1.1833 0.003 0.002 0.764 0.000 1.2000 0.003 0.002 0.871 0.000 1.2167 0.003 0.002 0.982 0.000 1.2333 0.003 0.002 1.097 0.000 1.2500 0.003 0.002 1.217 0.000 1.2667 0.003 0.002 1.341 0.000 1.2833 0.003 0.002 1.468 0.000 1.3000 0.003 0.002 1.600 0.000 1.3167 0.003 0.002 1.735 0.000 1.3333 0.003 0.002 1.874 0.000 1.3500 0.004 0.002 2.016 0.000 1.3667 0.004 0.002 2.162 0.000 1.3833 0.004 0.002 2.311 0.000 1.4000 0.004 0.003 2.463 0.000 1.4167 0.004 0.003 2.619 0.000 1.4333 0.004 0.003 2.778 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 28 1.4500 0.004 0.003 2.939 0.000 1.4667 0.004 0.003 3.104 0.000 1.4833 0.004 0.003 3.272 0.000 1.5000 0.004 0.003 3.443 0.000 1.5167 0.004 0.003 3.616 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 29 Lot 3 Rain Garden Bottom Length: 5.71 ft. Bottom Width: 5.71 ft. Depth: 1.5 ft. Volume at riser head: 0.0018 acre-ft. Infiltration On Infiltration rate: 0.75 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft): 7.672 Total Volume Through Riser (ac-ft): 6.044 Total Volume Through Facility (ac-ft): 13.716 Percent Infiltrated: 55.93 Total Precip Applied to Facility: 0.458 Total Evap From Facility: 0 Side slope 1: 3 To 1 Side slope 2: 3 To 1 Side slope 3: 3 To 1 Side slope 4: 3 To 1 Discharge Structure Riser Height: 1 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Lot 4 Rain Garden Pond Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.000 0.000 0.000 0.000 0.0167 0.000 0.000 0.000 0.000 0.0333 0.000 0.000 0.000 0.000 0.0500 0.000 0.000 0.000 0.000 0.0667 0.000 0.000 0.000 0.000 0.0833 0.000 0.000 0.000 0.000 0.1000 0.000 0.000 0.000 0.000 0.1167 0.000 0.000 0.000 0.000 0.1333 0.001 0.000 0.000 0.000 0.1500 0.001 0.000 0.000 0.000 0.1667 0.001 0.000 0.000 0.000 0.1833 0.001 0.000 0.000 0.000 0.2000 0.001 0.000 0.000 0.000 0.2167 0.001 0.000 0.000 0.000 0.2333 0.001 0.000 0.000 0.000 0.2500 0.001 0.000 0.000 0.000 0.2667 0.001 0.000 0.000 0.000 0.2833 0.001 0.000 0.000 0.000 0.3000 0.001 0.000 0.000 0.000 0.3167 0.001 0.000 0.000 0.000 0.3333 0.001 0.000 0.000 0.000 0.3500 0.001 0.000 0.000 0.000 0.3667 0.001 0.000 0.000 0.000 0.3833 0.001 0.000 0.000 0.000 0.4000 0.001 0.000 0.000 0.000 0.4167 0.001 0.000 0.000 0.000 0.4333 0.001 0.000 0.000 0.000 0.4500 0.001 0.000 0.000 0.000 0.4667 0.001 0.000 0.000 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 30 0.4833 0.001 0.000 0.000 0.000 0.5000 0.001 0.000 0.000 0.000 0.5167 0.001 0.000 0.000 0.000 0.5333 0.001 0.000 0.000 0.000 0.5500 0.001 0.000 0.000 0.000 0.5667 0.001 0.000 0.000 0.000 0.5833 0.001 0.000 0.000 0.000 0.6000 0.002 0.000 0.000 0.000 0.6167 0.002 0.000 0.000 0.000 0.6333 0.002 0.000 0.000 0.000 0.6500 0.002 0.000 0.000 0.000 0.6667 0.002 0.000 0.000 0.000 0.6833 0.002 0.001 0.000 0.000 0.7000 0.002 0.001 0.000 0.000 0.7167 0.002 0.001 0.000 0.000 0.7333 0.002 0.001 0.000 0.000 0.7500 0.002 0.001 0.000 0.000 0.7667 0.002 0.001 0.000 0.000 0.7833 0.002 0.001 0.000 0.000 0.8000 0.002 0.001 0.000 0.000 0.8167 0.002 0.001 0.000 0.000 0.8333 0.002 0.001 0.000 0.000 0.8500 0.002 0.001 0.000 0.000 0.8667 0.002 0.001 0.000 0.000 0.8833 0.002 0.001 0.000 0.000 0.9000 0.002 0.001 0.000 0.000 0.9167 0.002 0.001 0.000 0.000 0.9333 0.002 0.001 0.000 0.000 0.9500 0.003 0.001 0.000 0.000 0.9667 0.003 0.001 0.000 0.000 0.9833 0.003 0.001 0.000 0.000 1.0000 0.003 0.001 0.000 0.000 1.0167 0.003 0.001 0.021 0.000 1.0333 0.003 0.001 0.059 0.000 1.0500 0.003 0.002 0.108 0.000 1.0667 0.003 0.002 0.167 0.000 1.0833 0.003 0.002 0.234 0.000 1.1000 0.003 0.002 0.308 0.000 1.1167 0.003 0.002 0.388 0.000 1.1333 0.003 0.002 0.474 0.000 1.1500 0.003 0.002 0.565 0.000 1.1667 0.003 0.002 0.662 0.000 1.1833 0.003 0.002 0.764 0.000 1.2000 0.003 0.002 0.871 0.000 1.2167 0.003 0.002 0.982 0.000 1.2333 0.003 0.002 1.097 0.000 1.2500 0.004 0.002 1.217 0.000 1.2667 0.004 0.002 1.341 0.000 1.2833 0.004 0.002 1.468 0.000 1.3000 0.004 0.002 1.600 0.000 1.3167 0.004 0.003 1.735 0.000 1.3333 0.004 0.003 1.874 0.000 1.3500 0.004 0.003 2.016 0.000 1.3667 0.004 0.003 2.162 0.000 1.3833 0.004 0.003 2.311 0.000 1.4000 0.004 0.003 2.463 0.000 1.4167 0.004 0.003 2.619 0.000 1.4333 0.004 0.003 2.778 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 31 1.4500 0.004 0.003 2.939 0.000 1.4667 0.004 0.003 3.104 0.000 1.4833 0.004 0.003 3.272 0.000 1.5000 0.005 0.003 3.443 0.000 1.5167 0.005 0.003 3.616 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 32 Lot 4 Rain Garden Bottom Length: 5.00 ft. Bottom Width: 1.00 ft. Depth: 1.5 ft. Volume at riser head: 0.0008 acre-ft. Infiltration On Infiltration rate: 0.75 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft): 2.224 Total Volume Through Riser (ac-ft): 9.517 Total Volume Through Facility (ac-ft): 11.742 Percent Infiltrated: 18.94 Total Precip Applied to Facility: 0.317 Total Evap From Facility: 0 Side slope 1: 3 To 1 Side slope 2: 3 To 1 Side slope 3: 3 To 1 Side slope 4: 3 To 1 Discharge Structure Riser Height: 1 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Pond Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Discharge(cfs) Infilt(cfs) 0.0000 0.000 0.000 0.000 0.000 0.0167 0.000 0.000 0.000 0.000 0.0333 0.000 0.000 0.000 0.000 0.0500 0.000 0.000 0.000 0.000 0.0667 0.000 0.000 0.000 0.000 0.0833 0.000 0.000 0.000 0.000 0.1000 0.000 0.000 0.000 0.000 0.1167 0.000 0.000 0.000 0.000 0.1333 0.000 0.000 0.000 0.000 0.1500 0.000 0.000 0.000 0.000 0.1667 0.000 0.000 0.000 0.000 0.1833 0.000 0.000 0.000 0.000 0.2000 0.000 0.000 0.000 0.000 0.2167 0.000 0.000 0.000 0.000 0.2333 0.000 0.000 0.000 0.000 0.2500 0.000 0.000 0.000 0.000 0.2667 0.000 0.000 0.000 0.000 0.2833 0.000 0.000 0.000 0.000 0.3000 0.000 0.000 0.000 0.000 0.3167 0.000 0.000 0.000 0.000 0.3333 0.000 0.000 0.000 0.000 0.3500 0.000 0.000 0.000 0.000 0.3667 0.000 0.000 0.000 0.000 0.3833 0.000 0.000 0.000 0.000 0.4000 0.000 0.000 0.000 0.000 0.4167 0.000 0.000 0.000 0.000 0.4333 0.000 0.000 0.000 0.000 0.4500 0.000 0.000 0.000 0.000 0.4667 0.000 0.000 0.000 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 33 0.4833 0.000 0.000 0.000 0.000 0.5000 0.000 0.000 0.000 0.000 0.5167 0.000 0.000 0.000 0.000 0.5333 0.000 0.000 0.000 0.000 0.5500 0.000 0.000 0.000 0.000 0.5667 0.000 0.000 0.000 0.000 0.5833 0.000 0.000 0.000 0.000 0.6000 0.000 0.000 0.000 0.000 0.6167 0.000 0.000 0.000 0.000 0.6333 0.001 0.000 0.000 0.000 0.6500 0.001 0.000 0.000 0.000 0.6667 0.001 0.000 0.000 0.000 0.6833 0.001 0.000 0.000 0.000 0.7000 0.001 0.000 0.000 0.000 0.7167 0.001 0.000 0.000 0.000 0.7333 0.001 0.000 0.000 0.000 0.7500 0.001 0.000 0.000 0.000 0.7667 0.001 0.000 0.000 0.000 0.7833 0.001 0.000 0.000 0.000 0.8000 0.001 0.000 0.000 0.000 0.8167 0.001 0.000 0.000 0.000 0.8333 0.001 0.000 0.000 0.000 0.8500 0.001 0.000 0.000 0.000 0.8667 0.001 0.000 0.000 0.000 0.8833 0.001 0.000 0.000 0.000 0.9000 0.001 0.000 0.000 0.000 0.9167 0.001 0.000 0.000 0.000 0.9333 0.001 0.000 0.000 0.000 0.9500 0.001 0.000 0.000 0.000 0.9667 0.001 0.000 0.000 0.000 0.9833 0.001 0.000 0.000 0.000 1.0000 0.001 0.000 0.000 0.000 1.0167 0.001 0.000 0.021 0.000 1.0333 0.001 0.000 0.059 0.000 1.0500 0.001 0.000 0.108 0.000 1.0667 0.001 0.000 0.167 0.000 1.0833 0.002 0.001 0.234 0.000 1.1000 0.002 0.001 0.308 0.000 1.1167 0.002 0.001 0.388 0.000 1.1333 0.002 0.001 0.474 0.000 1.1500 0.002 0.001 0.565 0.000 1.1667 0.002 0.001 0.662 0.000 1.1833 0.002 0.001 0.764 0.000 1.2000 0.002 0.001 0.871 0.000 1.2167 0.002 0.001 0.982 0.000 1.2333 0.002 0.001 1.097 0.000 1.2500 0.002 0.001 1.217 0.000 1.2667 0.002 0.001 1.341 0.000 1.2833 0.002 0.001 1.468 0.000 1.3000 0.002 0.001 1.600 0.000 1.3167 0.002 0.001 1.735 0.000 1.3333 0.002 0.001 1.874 0.000 1.3500 0.002 0.001 2.016 0.000 1.3667 0.002 0.001 2.162 0.000 1.3833 0.002 0.001 2.311 0.000 1.4000 0.002 0.001 2.463 0.000 1.4167 0.002 0.001 2.619 0.000 1.4333 0.003 0.001 2.778 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 34 1.4500 0.003 0.001 2.939 0.000 1.4667 0.003 0.001 3.104 0.000 1.4833 0.003 0.002 3.272 0.000 1.5000 0.003 0.002 3.443 0.000 1.5167 0.003 0.002 3.616 0.000 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 35 Analysis Results POC 1 + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.227 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0 Total Impervious Area: 0.227 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.008391 5 year 0.013419 10 year 0.01742 25 year 0.023286 50 year 0.028275 100 year 0.033823 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.06039 5 year 0.086728 10 year 0.106054 25 year 0.132651 50 year 0.15407 100 year 0.176891 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.009 0.040 1950 0.009 0.076 1951 0.008 0.069 1952 0.007 0.055 1953 0.005 0.042 1954 0.033 0.098 1955 0.010 0.078 1956 0.009 0.039 1957 0.012 0.072 1958 0.011 0.135 Ellis Condo Parcel 1/21/2015 8:16:18 PM Page 36 1959 0.008 0.067 1960 0.008 0.055 1961 0.017 0.127 1962 0.008 0.060 1963 0.014 0.095 1964 0.011 0.043 1965 0.007 0.031 1966 0.004 0.032 1967 0.008 0.147 1968 0.010 0.085 1969 0.031 0.123 1970 0.005 0.043 1971 0.010 0.062 1972 0.006 0.117 1973 0.006 0.048 1974 0.017 0.115 1975 0.006 0.047 1976 0.007 0.061 1977 0.005 0.058 1978 0.006 0.045 1979 0.019 0.107 1980 0.009 0.034 1981 0.006 0.048 1982 0.007 0.051 1983 0.015 0.056 1984 0.007 0.040 1985 0.010 0.071 1986 0.022 0.086 1987 0.010 0.093 1988 0.005 0.043 1989 0.007 0.038 1990 0.007 0.045 1991 0.007 0.046 1992 0.006 0.069 1993 0.005 0.051 1994 0.005 0.034 1995 0.007 0.054 1996 0.014 0.067 1997 0.028 0.128 1998 0.005 0.074 1999 0.006 0.044 2000 0.005 0.066 2001 0.002 0.053 2002 0.007 0.031 2003 0.005 0.051 2004 0.009 0.140 2005 0.006 0.048 2006 0.022 0.069 2007 0.016 0.077 2008 0.019 0.085 2009 0.006 0.042 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0332 0.1469 2 0.0311 0.1396 3 0.0278 0.1349 Ellis Condo Parcel 1/21/2015 8:16:38 PM Page 37 4 0.0225 0.1283 5 0.0219 0.1271 6 0.0190 0.1225 7 0.0188 0.1172 8 0.0170 0.1150 9 0.0166 0.1069 10 0.0162 0.0979 11 0.0154 0.0952 12 0.0140 0.0929 13 0.0136 0.0859 14 0.0122 0.0853 15 0.0107 0.0846 16 0.0106 0.0782 17 0.0103 0.0772 18 0.0102 0.0762 19 0.0101 0.0742 20 0.0100 0.0723 21 0.0096 0.0705 22 0.0095 0.0693 23 0.0093 0.0692 24 0.0091 0.0687 25 0.0089 0.0670 26 0.0088 0.0669 27 0.0083 0.0655 28 0.0081 0.0619 29 0.0080 0.0609 30 0.0080 0.0605 31 0.0079 0.0582 32 0.0075 0.0564 33 0.0074 0.0547 34 0.0073 0.0547 35 0.0073 0.0543 36 0.0071 0.0534 37 0.0069 0.0513 38 0.0068 0.0511 39 0.0068 0.0507 40 0.0066 0.0482 41 0.0065 0.0480 42 0.0065 0.0479 43 0.0064 0.0471 44 0.0063 0.0462 45 0.0063 0.0454 46 0.0061 0.0446 47 0.0057 0.0444 48 0.0057 0.0433 49 0.0056 0.0427 50 0.0056 0.0425 51 0.0055 0.0420 52 0.0054 0.0419 53 0.0053 0.0403 54 0.0053 0.0400 55 0.0053 0.0388 56 0.0053 0.0377 57 0.0051 0.0340 58 0.0049 0.0336 59 0.0046 0.0318 60 0.0039 0.0314 61 0.0018 0.0307 Ellis Condo Parcel 1/21/2015 8:16:38 PM Page 38 Ellis Condo Parcel 1/21/2015 8:16:38 PM Page 39 Duration Flows Flow(cfs) Predev Mit Percentage Pass/Fail 0.0042 14769 30008 203 Fail 0.0044 12356 28725 232 Fail 0.0047 10220 27527 269 Fail 0.0049 8553 26394 308 Fail 0.0052 7129 25324 355 Fail 0.0054 5959 24319 408 Fail 0.0057 5009 23357 466 Fail 0.0059 4256 22415 526 Fail 0.0061 3589 21539 600 Fail 0.0064 3071 20728 674 Fail 0.0066 2633 20001 759 Fail 0.0069 2254 19276 855 Fail 0.0071 1917 18561 968 Fail 0.0074 1644 17868 1086 Fail 0.0076 1467 17167 1170 Fail 0.0078 1304 16525 1267 Fail 0.0081 1178 15939 1353 Fail 0.0083 1077 15411 1430 Fail 0.0086 1001 14899 1488 Fail 0.0088 921 14380 1561 Fail 0.0091 837 13896 1660 Fail 0.0093 780 13432 1722 Fail 0.0095 718 12974 1806 Fail 0.0098 672 12549 1867 Fail 0.0100 635 12151 1913 Fail 0.0103 610 11751 1926 Fail 0.0105 583 11360 1948 Fail 0.0108 551 10957 1988 Fail 0.0110 518 10613 2048 Fail 0.0112 498 10228 2053 Fail 0.0115 480 9890 2060 Fail 0.0117 456 9608 2107 Fail 0.0120 436 9293 2131 Fail 0.0122 416 8996 2162 Fail 0.0125 397 8710 2193 Fail 0.0127 382 8459 2214 Fail 0.0130 363 8171 2250 Fail 0.0132 348 7935 2280 Fail 0.0134 336 7670 2282 Fail 0.0137 323 7415 2295 Fail 0.0139 312 7155 2293 Fail 0.0142 299 6919 2314 Fail 0.0144 288 6714 2331 Fail 0.0147 276 6519 2361 Fail 0.0149 265 6333 2389 Fail 0.0151 245 6119 2497 Fail 0.0154 235 5899 2510 Fail 0.0156 222 5722 2577 Fail 0.0159 207 5557 2684 Fail 0.0161 197 5384 2732 Fail 0.0164 187 5219 2790 Fail 0.0166 174 5061 2908 Fail 0.0168 164 4898 2986 Fail 0.0171 153 4757 3109 Fail Ellis Condo Parcel 1/21/2015 8:16:38 PM Page 40 0.0173 146 4618 3163 Fail 0.0176 135 4466 3308 Fail 0.0178 126 4344 3447 Fail 0.0181 112 4231 3777 Fail 0.0183 94 4119 4381 Fail 0.0185 80 3991 4988 Fail 0.0188 68 3893 5725 Fail 0.0190 61 3792 6216 Fail 0.0193 55 3709 6743 Fail 0.0195 46 3598 7821 Fail 0.0198 41 3493 8519 Fail 0.0200 39 3403 8725 Fail 0.0202 37 3305 8932 Fail 0.0205 32 3228 10087 Fail 0.0207 29 3146 10848 Fail 0.0210 20 3065 15325 Fail 0.0212 18 2990 16611 Fail 0.0215 14 2902 20728 Fail 0.0217 8 2834 35425 Fail 0.0220 7 2748 39257 Fail 0.0222 5 2669 53380 Fail 0.0224 5 2601 52020 Fail 0.0227 4 2528 63200 Fail 0.0229 4 2449 61225 Fail 0.0232 4 2398 59950 Fail 0.0234 4 2327 58175 Fail 0.0237 4 2282 57050 Fail 0.0239 4 2224 55600 Fail 0.0241 4 2162 54050 Fail 0.0244 3 2125 70833 Fail 0.0246 3 2075 69166 Fail 0.0249 3 2014 67133 Fail 0.0251 3 1972 65733 Fail 0.0254 3 1939 64633 Fail 0.0256 3 1898 63266 Fail 0.0258 3 1844 61466 Fail 0.0261 3 1792 59733 Fail 0.0263 3 1752 58400 Fail 0.0266 3 1713 57100 Fail 0.0268 3 1667 55566 Fail 0.0271 3 1631 54366 Fail 0.0273 3 1592 53066 Fail 0.0275 3 1546 51533 Fail 0.0278 3 1515 50500 Fail 0.0280 2 1484 74200 Fail 0.0283 2 1454 72700 Fail The development has an increase in flow durations from 1/2 Predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. The development has an increase in flow durations for more than 50% of the flows for the range of the duration analysis. Ellis Condo Parcel 1/21/2015 8:16:38 PM Page 41 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. Ellis Condo Parcel 1/21/2015 8:16:38 PM Page 42 LID Report Ellis Condo Parcel 1/21/2015 8:16:38 PM Page 43 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. Ellis Condo Parcel 1/21/2015 8:16:51 PM Page 44 Appendix Predeveloped Schematic Ellis Condo Parcel 1/21/2015 8:16:51 PM Page 45 Mitigated Schematic Ellis Condo Parcel 1/21/2015 8:16:51 PM Page 46 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 Ellis Condo Parcel.wdm MESSU 25 PreEllis Condo Parcel.MES 27 PreEllis Condo Parcel.L61 28 PreEllis Condo Parcel.L62 30 POCEllis Condo Parcel1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 11 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Basin 1 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 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 *** 11 C, Forest, Mod 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 *** 11 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 ********* 11 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 47 PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 11 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 11 0 4.5 0.08 400 0.1 0.5 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 11 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 11 0.2 0.5 0.35 6 0.5 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 11 0 0 0 0 2.5 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 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS END IWAT-STATE1 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 48 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 1*** PERLND 11 0.227 COPY 501 12 PERLND 11 0.227 COPY 501 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 <-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 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 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 49 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 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 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 50 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 Ellis Condo Parcel.wdm MESSU 25 MitEllis Condo Parcel.MES 27 MitEllis Condo Parcel.L61 28 MitEllis Condo Parcel.L62 30 POCEllis Condo Parcel1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 IMPLND 4 IMPLND 1 RCHRES 1 RCHRES 2 RCHRES 3 RCHRES 4 RCHRES 5 RCHRES 6 RCHRES 7 RCHRES 8 COPY 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 Lot 4 Rain Garden MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 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 *** END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 51 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 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 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 4 ROOF TOPS/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 *** 4 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 ********* 4 0 0 4 0 0 0 1 9 1 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 *** 4 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 4 400 0.01 0.1 0.1 1 400 0.01 0.1 0.1 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 52 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 4 0 0 1 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 4 0 0 1 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Lot 1 NPGIS*** IMPLND 4 0.027 RCHRES 1 5 Lot 2 NPGIS*** IMPLND 4 0.027 RCHRES 2 5 Lot 3 NPGIS*** IMPLND 4 0.027 RCHRES 3 5 Lot 4 NPGIS*** IMPLND 4 0.027 RCHRES 4 5 Lot 1 PGIS*** IMPLND 1 0.03 RCHRES 5 5 Lot 2 PGIS*** IMPLND 1 0.03 RCHRES 6 5 Lot 3 PGIS*** IMPLND 1 0.031 RCHRES 7 5 Lot 4 PGIS*** IMPLND 1 0.028 RCHRES 8 5 ******Routing****** RCHRES 5 1 RCHRES 6 7 RCHRES 1 1 RCHRES 5 7 RCHRES 2 1 RCHRES 6 7 RCHRES 3 1 RCHRES 7 6 RCHRES 4 1 RCHRES 8 7 RCHRES 4 COPY 1 17 RCHRES 6 1 RCHRES 7 7 RCHRES 7 1 RCHRES 8 7 RCHRES 7 COPY 1 17 IMPLND 1 0.028 COPY 1 15 RCHRES 8 1 COPY 501 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 <-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 Lot 1 Infiltrati-013 2 1 1 1 28 0 1 2 Lot 2 Infiltrati-017 2 1 1 1 28 0 1 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 53 3 Lot 3 Infiltrati-018 1 1 1 1 28 0 1 4 Lot 4 Infiltrati-019 2 1 1 1 28 0 1 5 Lot 1 Rain Garde-012 2 1 1 1 28 0 1 6 Lot 2 Rain Garde-020 2 1 1 1 28 0 1 7 Lot 3 Rain Garde-021 2 1 1 1 28 0 1 8 Lot 4 Rain Garde-022 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 7 1 0 0 0 0 0 0 0 0 0 8 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 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 0 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 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 0.01 0.0 0.0 0.5 0.0 8 8 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 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 5.0 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 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 54 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 END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 5 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.000679 0.000000 0.000000 0.000000 0.016667 0.000705 0.000012 0.000000 0.000514 0.033333 0.000730 0.000023 0.000000 0.000514 0.050000 0.000756 0.000036 0.000000 0.000514 0.066667 0.000783 0.000049 0.000000 0.000514 0.083333 0.000810 0.000062 0.000000 0.000514 0.100000 0.000838 0.000076 0.000000 0.000514 0.116667 0.000865 0.000090 0.000000 0.000514 0.133333 0.000894 0.000105 0.000000 0.000514 0.150000 0.000923 0.000120 0.000000 0.000514 0.166667 0.000952 0.000135 0.000000 0.000514 0.183333 0.000982 0.000151 0.000000 0.000514 0.200000 0.001012 0.000168 0.000000 0.000514 0.216667 0.001043 0.000185 0.000000 0.000514 0.233333 0.001074 0.000203 0.000000 0.000514 0.250000 0.001106 0.000221 0.000000 0.000514 0.266667 0.001138 0.000240 0.000000 0.000514 0.283333 0.001170 0.000259 0.000000 0.000514 0.300000 0.001203 0.000279 0.000000 0.000514 0.316667 0.001237 0.000299 0.000000 0.000514 0.333333 0.001271 0.000320 0.000000 0.000514 0.350000 0.001305 0.000341 0.000000 0.000514 0.366667 0.001340 0.000363 0.000000 0.000514 0.383333 0.001375 0.000386 0.000000 0.000514 0.400000 0.001411 0.000409 0.000000 0.000514 0.416667 0.001447 0.000433 0.000000 0.000514 0.433333 0.001484 0.000458 0.000000 0.000514 0.450000 0.001521 0.000483 0.000000 0.000514 0.466667 0.001559 0.000508 0.000000 0.000514 0.483333 0.001597 0.000535 0.000000 0.000514 0.500000 0.001635 0.000561 0.000000 0.000514 0.516667 0.001674 0.000589 0.000000 0.000514 0.533333 0.001714 0.000617 0.000000 0.000514 0.550000 0.001754 0.000646 0.000000 0.000514 0.566667 0.001794 0.000676 0.000000 0.000514 0.583333 0.001835 0.000706 0.000000 0.000514 0.600000 0.001876 0.000737 0.000000 0.000514 0.616667 0.001918 0.000769 0.000000 0.000514 0.633333 0.001960 0.000801 0.000000 0.000514 0.650000 0.002003 0.000834 0.000000 0.000514 0.666667 0.002046 0.000868 0.000000 0.000514 0.683333 0.002089 0.000902 0.000000 0.000514 0.700000 0.002133 0.000937 0.000000 0.000514 0.716667 0.002178 0.000973 0.000000 0.000514 0.733333 0.002223 0.001010 0.000000 0.000514 0.750000 0.002268 0.001047 0.000000 0.000514 0.766667 0.002314 0.001085 0.000000 0.000514 0.783333 0.002360 0.001124 0.000000 0.000514 0.800000 0.002407 0.001164 0.000000 0.000514 0.816667 0.002454 0.001205 0.000000 0.000514 0.833333 0.002502 0.001246 0.000000 0.000514 0.850000 0.002550 0.001288 0.000000 0.000514 0.866667 0.002599 0.001331 0.000000 0.000514 0.883333 0.002648 0.001375 0.000000 0.000514 0.900000 0.002698 0.001419 0.000000 0.000514 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 55 0.916667 0.002748 0.001465 0.000000 0.000514 0.933333 0.002798 0.001511 0.000000 0.000514 0.950000 0.002849 0.001558 0.000000 0.000514 0.966667 0.002900 0.001606 0.000000 0.000514 0.983333 0.002952 0.001655 0.000000 0.000514 1.000000 0.003004 0.001704 0.000000 0.000514 1.016667 0.003057 0.001755 0.020955 0.000514 1.033333 0.003110 0.001806 0.059270 0.000514 1.050000 0.003164 0.001858 0.108885 0.000514 1.066667 0.003218 0.001912 0.167640 0.000514 1.083333 0.003273 0.001966 0.234284 0.000514 1.100000 0.003328 0.002021 0.307974 0.000514 1.116667 0.003383 0.002077 0.388092 0.000514 1.133333 0.003439 0.002133 0.474157 0.000514 1.150000 0.003496 0.002191 0.565785 0.000514 1.166667 0.003553 0.002250 0.662655 0.000514 1.183333 0.003610 0.002310 0.764498 0.000514 1.200000 0.003668 0.002370 0.871083 0.000514 1.216667 0.003726 0.002432 0.982206 0.000514 1.233333 0.003785 0.002495 1.097690 0.000514 1.250000 0.003844 0.002558 1.217375 0.000514 1.266667 0.003904 0.002623 1.341119 0.000514 1.283333 0.003964 0.002688 1.468794 0.000514 1.300000 0.004024 0.002755 1.600281 0.000514 1.316667 0.004085 0.002822 1.735473 0.000514 1.333333 0.004147 0.002891 1.874271 0.000514 1.350000 0.004209 0.002961 2.016585 0.000514 1.366667 0.004271 0.003031 2.162328 0.000514 1.383333 0.004334 0.003103 2.311422 0.000514 1.400000 0.004397 0.003176 2.463794 0.000514 1.416667 0.004461 0.003250 2.619374 0.000514 1.433333 0.004525 0.003324 2.778098 0.000514 1.450000 0.004590 0.003400 2.939904 0.000514 1.466667 0.004655 0.003477 3.104735 0.000514 1.483333 0.004721 0.003556 3.272536 0.000514 1.500000 0.004787 0.003635 3.443256 0.000514 END FTABLE 5 FTABLE 1 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.003444 0.000000 0.000000 0.000000 0.022222 0.003444 0.000025 0.000000 0.002604 0.044444 0.003444 0.000051 0.000000 0.002604 0.066667 0.003444 0.000076 0.000000 0.002604 0.088889 0.003444 0.000101 0.000000 0.002604 0.111111 0.003444 0.000126 0.000000 0.002604 0.133333 0.003444 0.000152 0.000000 0.002604 0.155556 0.003444 0.000177 0.000000 0.002604 0.177778 0.003444 0.000202 0.000000 0.002604 0.200000 0.003444 0.000227 0.000000 0.002604 0.222222 0.003444 0.000253 0.000000 0.002604 0.244444 0.003444 0.000278 0.000000 0.002604 0.266667 0.003444 0.000303 0.000000 0.002604 0.288889 0.003444 0.000328 0.000000 0.002604 0.311111 0.003444 0.000354 0.000000 0.002604 0.333333 0.003444 0.000379 0.000000 0.002604 0.355556 0.003444 0.000404 0.000000 0.002604 0.377778 0.003444 0.000429 0.000000 0.002604 0.400000 0.003444 0.000455 0.000000 0.002604 0.422222 0.003444 0.000480 0.000000 0.002604 0.444444 0.003444 0.000505 0.000000 0.002604 0.466667 0.003444 0.000530 0.000000 0.002604 0.488889 0.003444 0.000556 0.000000 0.002604 0.511111 0.003444 0.000581 0.000000 0.002604 0.533333 0.003444 0.000606 0.000000 0.002604 0.555556 0.003444 0.000631 0.000000 0.002604 0.577778 0.003444 0.000657 0.000000 0.002604 0.600000 0.003444 0.000682 0.000000 0.002604 0.622222 0.003444 0.000707 0.000000 0.002604 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 56 0.644444 0.003444 0.000732 0.000000 0.002604 0.666667 0.003444 0.000758 0.000000 0.002604 0.688889 0.003444 0.000783 0.000000 0.002604 0.711111 0.003444 0.000808 0.000000 0.002604 0.733333 0.003444 0.000833 0.000000 0.002604 0.755556 0.003444 0.000859 0.000000 0.002604 0.777778 0.003444 0.000884 0.000000 0.002604 0.800000 0.003444 0.000909 0.000000 0.002604 0.822222 0.003444 0.000934 0.000000 0.002604 0.844444 0.003444 0.000960 0.000000 0.002604 0.866667 0.003444 0.000985 0.000000 0.002604 0.888889 0.003444 0.001010 0.000000 0.002604 0.911111 0.003444 0.001035 0.000000 0.002604 0.933333 0.003444 0.001061 0.000000 0.002604 0.955556 0.003444 0.001086 0.000000 0.002604 0.977778 0.003444 0.001111 0.000000 0.002604 1.000000 0.003444 0.001136 0.000000 0.002604 1.022222 0.003444 0.001162 0.000000 0.002604 1.044444 0.003444 0.001187 0.000000 0.002604 1.066667 0.003444 0.001212 0.000000 0.002604 1.088889 0.003444 0.001237 0.000000 0.002604 1.111111 0.003444 0.001263 0.000000 0.002604 1.133333 0.003444 0.001288 0.000000 0.002604 1.155556 0.003444 0.001313 0.000000 0.002604 1.177778 0.003444 0.001338 0.000000 0.002604 1.200000 0.003444 0.001364 0.000000 0.002604 1.222222 0.003444 0.001389 0.000000 0.002604 1.244444 0.003444 0.001414 0.000000 0.002604 1.266667 0.003444 0.001439 0.000000 0.002604 1.288889 0.003444 0.001465 0.000000 0.002604 1.311111 0.003444 0.001490 0.000000 0.002604 1.333333 0.003444 0.001515 0.000000 0.002604 1.355556 0.003444 0.001540 0.000000 0.002604 1.377778 0.003444 0.001566 0.000000 0.002604 1.400000 0.003444 0.001591 0.000000 0.002604 1.422222 0.003444 0.001616 0.000000 0.002604 1.444444 0.003444 0.001641 0.000000 0.002604 1.466667 0.003444 0.001667 0.000000 0.002604 1.488889 0.003444 0.001692 0.000000 0.002604 1.511111 0.003444 0.001717 0.011406 0.002604 1.533333 0.003444 0.001742 0.059270 0.002604 1.555556 0.003444 0.001768 0.127528 0.002604 1.577778 0.003444 0.001793 0.211250 0.002604 1.600000 0.003444 0.001818 0.307974 0.002604 1.622222 0.003444 0.001843 0.416140 0.002604 1.644444 0.003444 0.001869 0.534645 0.002604 1.666667 0.003444 0.001894 0.662655 0.002604 1.688889 0.003444 0.001919 0.799510 0.002604 1.711111 0.003444 0.001944 0.944672 0.002604 1.733333 0.003444 0.001970 1.097690 0.002604 1.755556 0.003444 0.001995 1.258179 0.002604 1.777778 0.003444 0.002020 1.425807 0.002604 1.800000 0.003444 0.002045 1.600281 0.002604 1.822222 0.003444 0.002071 1.781343 0.002604 1.844444 0.003444 0.002096 1.968762 0.002604 1.866667 0.003444 0.002121 2.162328 0.002604 1.888889 0.003444 0.002146 2.361852 0.002604 1.911111 0.003444 0.002172 2.567161 0.002604 1.933333 0.003444 0.002197 2.778098 0.002604 1.955556 0.003444 0.002222 2.994514 0.002604 1.977778 0.003444 0.002247 3.216276 0.002604 2.000000 0.003444 0.002273 3.443256 0.002604 2.022222 0.003444 0.002349 3.675339 0.002604 END FTABLE 1 FTABLE 2 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.003444 0.000000 0.000000 0.000000 0.022222 0.003444 0.000025 0.000000 0.002604 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 57 0.044444 0.003444 0.000051 0.000000 0.002604 0.066667 0.003444 0.000076 0.000000 0.002604 0.088889 0.003444 0.000101 0.000000 0.002604 0.111111 0.003444 0.000126 0.000000 0.002604 0.133333 0.003444 0.000152 0.000000 0.002604 0.155556 0.003444 0.000177 0.000000 0.002604 0.177778 0.003444 0.000202 0.000000 0.002604 0.200000 0.003444 0.000227 0.000000 0.002604 0.222222 0.003444 0.000253 0.000000 0.002604 0.244444 0.003444 0.000278 0.000000 0.002604 0.266667 0.003444 0.000303 0.000000 0.002604 0.288889 0.003444 0.000328 0.000000 0.002604 0.311111 0.003444 0.000354 0.000000 0.002604 0.333333 0.003444 0.000379 0.000000 0.002604 0.355556 0.003444 0.000404 0.000000 0.002604 0.377778 0.003444 0.000429 0.000000 0.002604 0.400000 0.003444 0.000455 0.000000 0.002604 0.422222 0.003444 0.000480 0.000000 0.002604 0.444444 0.003444 0.000505 0.000000 0.002604 0.466667 0.003444 0.000530 0.000000 0.002604 0.488889 0.003444 0.000556 0.000000 0.002604 0.511111 0.003444 0.000581 0.000000 0.002604 0.533333 0.003444 0.000606 0.000000 0.002604 0.555556 0.003444 0.000631 0.000000 0.002604 0.577778 0.003444 0.000657 0.000000 0.002604 0.600000 0.003444 0.000682 0.000000 0.002604 0.622222 0.003444 0.000707 0.000000 0.002604 0.644444 0.003444 0.000732 0.000000 0.002604 0.666667 0.003444 0.000758 0.000000 0.002604 0.688889 0.003444 0.000783 0.000000 0.002604 0.711111 0.003444 0.000808 0.000000 0.002604 0.733333 0.003444 0.000833 0.000000 0.002604 0.755556 0.003444 0.000859 0.000000 0.002604 0.777778 0.003444 0.000884 0.000000 0.002604 0.800000 0.003444 0.000909 0.000000 0.002604 0.822222 0.003444 0.000934 0.000000 0.002604 0.844444 0.003444 0.000960 0.000000 0.002604 0.866667 0.003444 0.000985 0.000000 0.002604 0.888889 0.003444 0.001010 0.000000 0.002604 0.911111 0.003444 0.001035 0.000000 0.002604 0.933333 0.003444 0.001061 0.000000 0.002604 0.955556 0.003444 0.001086 0.000000 0.002604 0.977778 0.003444 0.001111 0.000000 0.002604 1.000000 0.003444 0.001136 0.000000 0.002604 1.022222 0.003444 0.001162 0.000000 0.002604 1.044444 0.003444 0.001187 0.000000 0.002604 1.066667 0.003444 0.001212 0.000000 0.002604 1.088889 0.003444 0.001237 0.000000 0.002604 1.111111 0.003444 0.001263 0.000000 0.002604 1.133333 0.003444 0.001288 0.000000 0.002604 1.155556 0.003444 0.001313 0.000000 0.002604 1.177778 0.003444 0.001338 0.000000 0.002604 1.200000 0.003444 0.001364 0.000000 0.002604 1.222222 0.003444 0.001389 0.000000 0.002604 1.244444 0.003444 0.001414 0.000000 0.002604 1.266667 0.003444 0.001439 0.000000 0.002604 1.288889 0.003444 0.001465 0.000000 0.002604 1.311111 0.003444 0.001490 0.000000 0.002604 1.333333 0.003444 0.001515 0.000000 0.002604 1.355556 0.003444 0.001540 0.000000 0.002604 1.377778 0.003444 0.001566 0.000000 0.002604 1.400000 0.003444 0.001591 0.000000 0.002604 1.422222 0.003444 0.001616 0.000000 0.002604 1.444444 0.003444 0.001641 0.000000 0.002604 1.466667 0.003444 0.001667 0.000000 0.002604 1.488889 0.003444 0.001692 0.000000 0.002604 1.511111 0.003444 0.001717 0.011406 0.002604 1.533333 0.003444 0.001742 0.059270 0.002604 1.555556 0.003444 0.001768 0.127528 0.002604 1.577778 0.003444 0.001793 0.211250 0.002604 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 58 1.600000 0.003444 0.001818 0.307974 0.002604 1.622222 0.003444 0.001843 0.416140 0.002604 1.644444 0.003444 0.001869 0.534645 0.002604 1.666667 0.003444 0.001894 0.662655 0.002604 1.688889 0.003444 0.001919 0.799510 0.002604 1.711111 0.003444 0.001944 0.944672 0.002604 1.733333 0.003444 0.001970 1.097690 0.002604 1.755556 0.003444 0.001995 1.258179 0.002604 1.777778 0.003444 0.002020 1.425807 0.002604 1.800000 0.003444 0.002045 1.600281 0.002604 1.822222 0.003444 0.002071 1.781343 0.002604 1.844444 0.003444 0.002096 1.968762 0.002604 1.866667 0.003444 0.002121 2.162328 0.002604 1.888889 0.003444 0.002146 2.361852 0.002604 1.911111 0.003444 0.002172 2.567161 0.002604 1.933333 0.003444 0.002197 2.778098 0.002604 1.955556 0.003444 0.002222 2.994514 0.002604 1.977778 0.003444 0.002247 3.216276 0.002604 2.000000 0.003444 0.002273 3.443256 0.002604 2.022222 0.003444 0.002349 3.675339 0.002604 END FTABLE 2 FTABLE 3 92 4 Depth Area Volume Outflow1 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (ft/sec) (Minutes)*** 0.000000 0.003444 0.000000 0.000000 0.022222 0.003444 0.000025 0.000000 0.044444 0.003444 0.000051 0.000000 0.066667 0.003444 0.000076 0.000000 0.088889 0.003444 0.000101 0.000000 0.111111 0.003444 0.000126 0.000000 0.133333 0.003444 0.000152 0.000000 0.155556 0.003444 0.000177 0.000000 0.177778 0.003444 0.000202 0.000000 0.200000 0.003444 0.000227 0.000000 0.222222 0.003444 0.000253 0.000000 0.244444 0.003444 0.000278 0.000000 0.266667 0.003444 0.000303 0.000000 0.288889 0.003444 0.000328 0.000000 0.311111 0.003444 0.000354 0.000000 0.333333 0.003444 0.000379 0.000000 0.355556 0.003444 0.000404 0.000000 0.377778 0.003444 0.000429 0.000000 0.400000 0.003444 0.000455 0.000000 0.422222 0.003444 0.000480 0.000000 0.444444 0.003444 0.000505 0.000000 0.466667 0.003444 0.000530 0.000000 0.488889 0.003444 0.000556 0.000000 0.511111 0.003444 0.000581 0.000000 0.533333 0.003444 0.000606 0.000000 0.555556 0.003444 0.000631 0.000000 0.577778 0.003444 0.000657 0.000000 0.600000 0.003444 0.000682 0.000000 0.622222 0.003444 0.000707 0.000000 0.644444 0.003444 0.000732 0.000000 0.666667 0.003444 0.000758 0.000000 0.688889 0.003444 0.000783 0.000000 0.711111 0.003444 0.000808 0.000000 0.733333 0.003444 0.000833 0.000000 0.755556 0.003444 0.000859 0.000000 0.777778 0.003444 0.000884 0.000000 0.800000 0.003444 0.000909 0.000000 0.822222 0.003444 0.000934 0.000000 0.844444 0.003444 0.000960 0.000000 0.866667 0.003444 0.000985 0.000000 0.888889 0.003444 0.001010 0.000000 0.911111 0.003444 0.001035 0.000000 0.933333 0.003444 0.001061 0.000000 0.955556 0.003444 0.001086 0.000000 0.977778 0.003444 0.001111 0.000000 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 59 1.000000 0.003444 0.001136 0.000000 1.022222 0.003444 0.001162 0.000000 1.044444 0.003444 0.001187 0.000000 1.066667 0.003444 0.001212 0.000000 1.088889 0.003444 0.001237 0.000000 1.111111 0.003444 0.001263 0.000000 1.133333 0.003444 0.001288 0.000000 1.155556 0.003444 0.001313 0.000000 1.177778 0.003444 0.001338 0.000000 1.200000 0.003444 0.001364 0.000000 1.222222 0.003444 0.001389 0.000000 1.244444 0.003444 0.001414 0.000000 1.266667 0.003444 0.001439 0.000000 1.288889 0.003444 0.001465 0.000000 1.311111 0.003444 0.001490 0.000000 1.333333 0.003444 0.001515 0.000000 1.355556 0.003444 0.001540 0.000000 1.377778 0.003444 0.001566 0.000000 1.400000 0.003444 0.001591 0.000000 1.422222 0.003444 0.001616 0.000000 1.444444 0.003444 0.001641 0.000000 1.466667 0.003444 0.001667 0.000000 1.488889 0.003444 0.001692 0.000000 1.511111 0.003444 0.001717 0.011406 1.533333 0.003444 0.001742 0.059270 1.555556 0.003444 0.001768 0.127528 1.577778 0.003444 0.001793 0.211250 1.600000 0.003444 0.001818 0.307974 1.622222 0.003444 0.001843 0.416140 1.644444 0.003444 0.001869 0.534645 1.666667 0.003444 0.001894 0.662655 1.688889 0.003444 0.001919 0.799510 1.711111 0.003444 0.001944 0.944672 1.733333 0.003444 0.001970 1.097690 1.755556 0.003444 0.001995 1.258179 1.777778 0.003444 0.002020 1.425807 1.800000 0.003444 0.002045 1.600281 1.822222 0.003444 0.002071 1.781343 1.844444 0.003444 0.002096 1.968762 1.866667 0.003444 0.002121 2.162328 1.888889 0.003444 0.002146 2.361852 1.911111 0.003444 0.002172 2.567161 1.933333 0.003444 0.002197 2.778098 1.955556 0.003444 0.002222 2.994514 1.977778 0.003444 0.002247 3.216276 2.000000 0.003444 0.002273 3.443256 2.022222 0.003444 0.002349 3.675339 END FTABLE 3 FTABLE 4 92 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.003444 0.000000 0.000000 0.000000 0.022222 0.003444 0.000025 0.000000 0.002604 0.044444 0.003444 0.000051 0.000000 0.002604 0.066667 0.003444 0.000076 0.000000 0.002604 0.088889 0.003444 0.000101 0.000000 0.002604 0.111111 0.003444 0.000126 0.000000 0.002604 0.133333 0.003444 0.000152 0.000000 0.002604 0.155556 0.003444 0.000177 0.000000 0.002604 0.177778 0.003444 0.000202 0.000000 0.002604 0.200000 0.003444 0.000227 0.000000 0.002604 0.222222 0.003444 0.000253 0.000000 0.002604 0.244444 0.003444 0.000278 0.000000 0.002604 0.266667 0.003444 0.000303 0.000000 0.002604 0.288889 0.003444 0.000328 0.000000 0.002604 0.311111 0.003444 0.000354 0.000000 0.002604 0.333333 0.003444 0.000379 0.000000 0.002604 0.355556 0.003444 0.000404 0.000000 0.002604 0.377778 0.003444 0.000429 0.000000 0.002604 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 60 0.400000 0.003444 0.000455 0.000000 0.002604 0.422222 0.003444 0.000480 0.000000 0.002604 0.444444 0.003444 0.000505 0.000000 0.002604 0.466667 0.003444 0.000530 0.000000 0.002604 0.488889 0.003444 0.000556 0.000000 0.002604 0.511111 0.003444 0.000581 0.000000 0.002604 0.533333 0.003444 0.000606 0.000000 0.002604 0.555556 0.003444 0.000631 0.000000 0.002604 0.577778 0.003444 0.000657 0.000000 0.002604 0.600000 0.003444 0.000682 0.000000 0.002604 0.622222 0.003444 0.000707 0.000000 0.002604 0.644444 0.003444 0.000732 0.000000 0.002604 0.666667 0.003444 0.000758 0.000000 0.002604 0.688889 0.003444 0.000783 0.000000 0.002604 0.711111 0.003444 0.000808 0.000000 0.002604 0.733333 0.003444 0.000833 0.000000 0.002604 0.755556 0.003444 0.000859 0.000000 0.002604 0.777778 0.003444 0.000884 0.000000 0.002604 0.800000 0.003444 0.000909 0.000000 0.002604 0.822222 0.003444 0.000934 0.000000 0.002604 0.844444 0.003444 0.000960 0.000000 0.002604 0.866667 0.003444 0.000985 0.000000 0.002604 0.888889 0.003444 0.001010 0.000000 0.002604 0.911111 0.003444 0.001035 0.000000 0.002604 0.933333 0.003444 0.001061 0.000000 0.002604 0.955556 0.003444 0.001086 0.000000 0.002604 0.977778 0.003444 0.001111 0.000000 0.002604 1.000000 0.003444 0.001136 0.000000 0.002604 1.022222 0.003444 0.001162 0.000000 0.002604 1.044444 0.003444 0.001187 0.000000 0.002604 1.066667 0.003444 0.001212 0.000000 0.002604 1.088889 0.003444 0.001237 0.000000 0.002604 1.111111 0.003444 0.001263 0.000000 0.002604 1.133333 0.003444 0.001288 0.000000 0.002604 1.155556 0.003444 0.001313 0.000000 0.002604 1.177778 0.003444 0.001338 0.000000 0.002604 1.200000 0.003444 0.001364 0.000000 0.002604 1.222222 0.003444 0.001389 0.000000 0.002604 1.244444 0.003444 0.001414 0.000000 0.002604 1.266667 0.003444 0.001439 0.000000 0.002604 1.288889 0.003444 0.001465 0.000000 0.002604 1.311111 0.003444 0.001490 0.000000 0.002604 1.333333 0.003444 0.001515 0.000000 0.002604 1.355556 0.003444 0.001540 0.000000 0.002604 1.377778 0.003444 0.001566 0.000000 0.002604 1.400000 0.003444 0.001591 0.000000 0.002604 1.422222 0.003444 0.001616 0.000000 0.002604 1.444444 0.003444 0.001641 0.000000 0.002604 1.466667 0.003444 0.001667 0.000000 0.002604 1.488889 0.003444 0.001692 0.000000 0.002604 1.511111 0.003444 0.001717 0.011406 0.002604 1.533333 0.003444 0.001742 0.059270 0.002604 1.555556 0.003444 0.001768 0.127528 0.002604 1.577778 0.003444 0.001793 0.211250 0.002604 1.600000 0.003444 0.001818 0.307974 0.002604 1.622222 0.003444 0.001843 0.416140 0.002604 1.644444 0.003444 0.001869 0.534645 0.002604 1.666667 0.003444 0.001894 0.662655 0.002604 1.688889 0.003444 0.001919 0.799510 0.002604 1.711111 0.003444 0.001944 0.944672 0.002604 1.733333 0.003444 0.001970 1.097690 0.002604 1.755556 0.003444 0.001995 1.258179 0.002604 1.777778 0.003444 0.002020 1.425807 0.002604 1.800000 0.003444 0.002045 1.600281 0.002604 1.822222 0.003444 0.002071 1.781343 0.002604 1.844444 0.003444 0.002096 1.968762 0.002604 1.866667 0.003444 0.002121 2.162328 0.002604 1.888889 0.003444 0.002146 2.361852 0.002604 1.911111 0.003444 0.002172 2.567161 0.002604 1.933333 0.003444 0.002197 2.778098 0.002604 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 61 1.955556 0.003444 0.002222 2.994514 0.002604 1.977778 0.003444 0.002247 3.216276 0.002604 2.000000 0.003444 0.002273 3.443256 0.002604 2.022222 0.003444 0.002349 3.675339 0.002604 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 0.000592 0.000000 0.000000 0.000000 0.016667 0.000616 0.000010 0.000000 0.000448 0.033333 0.000640 0.000021 0.000000 0.000448 0.050000 0.000664 0.000031 0.000000 0.000448 0.066667 0.000689 0.000043 0.000000 0.000448 0.083333 0.000715 0.000054 0.000000 0.000448 0.100000 0.000741 0.000067 0.000000 0.000448 0.116667 0.000767 0.000079 0.000000 0.000448 0.133333 0.000794 0.000092 0.000000 0.000448 0.150000 0.000821 0.000106 0.000000 0.000448 0.166667 0.000849 0.000119 0.000000 0.000448 0.183333 0.000877 0.000134 0.000000 0.000448 0.200000 0.000905 0.000149 0.000000 0.000448 0.216667 0.000934 0.000164 0.000000 0.000448 0.233333 0.000964 0.000180 0.000000 0.000448 0.250000 0.000994 0.000196 0.000000 0.000448 0.266667 0.001024 0.000213 0.000000 0.000448 0.283333 0.001055 0.000230 0.000000 0.000448 0.300000 0.001087 0.000248 0.000000 0.000448 0.316667 0.001118 0.000267 0.000000 0.000448 0.333333 0.001151 0.000285 0.000000 0.000448 0.350000 0.001183 0.000305 0.000000 0.000448 0.366667 0.001217 0.000325 0.000000 0.000448 0.383333 0.001250 0.000345 0.000000 0.000448 0.400000 0.001284 0.000367 0.000000 0.000448 0.416667 0.001319 0.000388 0.000000 0.000448 0.433333 0.001354 0.000411 0.000000 0.000448 0.450000 0.001390 0.000433 0.000000 0.000448 0.466667 0.001425 0.000457 0.000000 0.000448 0.483333 0.001462 0.000481 0.000000 0.000448 0.500000 0.001499 0.000506 0.000000 0.000448 0.516667 0.001536 0.000531 0.000000 0.000448 0.533333 0.001574 0.000557 0.000000 0.000448 0.550000 0.001612 0.000583 0.000000 0.000448 0.566667 0.001651 0.000611 0.000000 0.000448 0.583333 0.001690 0.000638 0.000000 0.000448 0.600000 0.001730 0.000667 0.000000 0.000448 0.616667 0.001770 0.000696 0.000000 0.000448 0.633333 0.001810 0.000726 0.000000 0.000448 0.650000 0.001851 0.000756 0.000000 0.000448 0.666667 0.001893 0.000788 0.000000 0.000448 0.683333 0.001935 0.000819 0.000000 0.000448 0.700000 0.001977 0.000852 0.000000 0.000448 0.716667 0.002020 0.000885 0.000000 0.000448 0.733333 0.002063 0.000919 0.000000 0.000448 0.750000 0.002107 0.000954 0.000000 0.000448 0.766667 0.002151 0.000990 0.000000 0.000448 0.783333 0.002196 0.001026 0.000000 0.000448 0.800000 0.002241 0.001063 0.000000 0.000448 0.816667 0.002287 0.001101 0.000000 0.000448 0.833333 0.002333 0.001139 0.000000 0.000448 0.850000 0.002379 0.001178 0.000000 0.000448 0.866667 0.002426 0.001218 0.000000 0.000448 0.883333 0.002473 0.001259 0.000000 0.000448 0.900000 0.002521 0.001301 0.000000 0.000448 0.916667 0.002570 0.001343 0.000000 0.000448 0.933333 0.002619 0.001386 0.000000 0.000448 0.950000 0.002668 0.001431 0.000000 0.000448 0.966667 0.002718 0.001475 0.000000 0.000448 0.983333 0.002768 0.001521 0.000000 0.000448 1.000000 0.002818 0.001568 0.000000 0.000448 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 62 1.016667 0.002869 0.001615 0.020955 0.000448 1.033333 0.002921 0.001663 0.059270 0.000448 1.050000 0.002973 0.001712 0.108885 0.000448 1.066667 0.003025 0.001762 0.167640 0.000448 1.083333 0.003078 0.001813 0.234284 0.000448 1.100000 0.003132 0.001865 0.307974 0.000448 1.116667 0.003186 0.001918 0.388092 0.000448 1.133333 0.003240 0.001971 0.474157 0.000448 1.150000 0.003295 0.002026 0.565785 0.000448 1.166667 0.003350 0.002081 0.662655 0.000448 1.183333 0.003406 0.002137 0.764498 0.000448 1.200000 0.003462 0.002195 0.871083 0.000448 1.216667 0.003518 0.002253 0.982206 0.000448 1.233333 0.003576 0.002312 1.097690 0.000448 1.250000 0.003633 0.002372 1.217375 0.000448 1.266667 0.003691 0.002433 1.341119 0.000448 1.283333 0.003750 0.002495 1.468794 0.000448 1.300000 0.003808 0.002558 1.600281 0.000448 1.316667 0.003868 0.002622 1.735473 0.000448 1.333333 0.003928 0.002687 1.874271 0.000448 1.350000 0.003988 0.002753 2.016585 0.000448 1.366667 0.004049 0.002820 2.162328 0.000448 1.383333 0.004110 0.002888 2.311422 0.000448 1.400000 0.004171 0.002957 2.463794 0.000448 1.416667 0.004234 0.003027 2.619374 0.000448 1.433333 0.004296 0.003098 2.778098 0.000448 1.450000 0.004359 0.003170 2.939904 0.000448 1.466667 0.004423 0.003243 3.104735 0.000448 1.483333 0.004487 0.003318 3.272536 0.000448 1.500000 0.004551 0.003393 3.443256 0.000448 END FTABLE 6 FTABLE 7 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.000748 0.000000 0.000000 0.000000 0.016667 0.000775 0.000013 0.000000 0.000566 0.033333 0.000802 0.000026 0.000000 0.000566 0.050000 0.000829 0.000039 0.000000 0.000566 0.066667 0.000857 0.000053 0.000000 0.000566 0.083333 0.000885 0.000068 0.000000 0.000566 0.100000 0.000914 0.000083 0.000000 0.000566 0.116667 0.000943 0.000098 0.000000 0.000566 0.133333 0.000973 0.000114 0.000000 0.000566 0.150000 0.001003 0.000131 0.000000 0.000566 0.166667 0.001034 0.000148 0.000000 0.000566 0.183333 0.001065 0.000165 0.000000 0.000566 0.200000 0.001096 0.000183 0.000000 0.000566 0.216667 0.001128 0.000202 0.000000 0.000566 0.233333 0.001161 0.000221 0.000000 0.000566 0.250000 0.001193 0.000241 0.000000 0.000566 0.266667 0.001227 0.000261 0.000000 0.000566 0.283333 0.001261 0.000281 0.000000 0.000566 0.300000 0.001295 0.000303 0.000000 0.000566 0.316667 0.001329 0.000325 0.000000 0.000566 0.333333 0.001365 0.000347 0.000000 0.000566 0.350000 0.001400 0.000370 0.000000 0.000566 0.366667 0.001436 0.000394 0.000000 0.000566 0.383333 0.001473 0.000418 0.000000 0.000566 0.400000 0.001510 0.000443 0.000000 0.000566 0.416667 0.001547 0.000468 0.000000 0.000566 0.433333 0.001585 0.000494 0.000000 0.000566 0.450000 0.001624 0.000521 0.000000 0.000566 0.466667 0.001663 0.000549 0.000000 0.000566 0.483333 0.001702 0.000577 0.000000 0.000566 0.500000 0.001742 0.000605 0.000000 0.000566 0.516667 0.001782 0.000635 0.000000 0.000566 0.533333 0.001823 0.000665 0.000000 0.000566 0.550000 0.001864 0.000695 0.000000 0.000566 0.566667 0.001905 0.000727 0.000000 0.000566 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 63 0.583333 0.001947 0.000759 0.000000 0.000566 0.600000 0.001990 0.000792 0.000000 0.000566 0.616667 0.002033 0.000825 0.000000 0.000566 0.633333 0.002076 0.000860 0.000000 0.000566 0.650000 0.002120 0.000894 0.000000 0.000566 0.666667 0.002164 0.000930 0.000000 0.000566 0.683333 0.002209 0.000967 0.000000 0.000566 0.700000 0.002255 0.001004 0.000000 0.000566 0.716667 0.002300 0.001042 0.000000 0.000566 0.733333 0.002346 0.001081 0.000000 0.000566 0.750000 0.002393 0.001120 0.000000 0.000566 0.766667 0.002440 0.001160 0.000000 0.000566 0.783333 0.002488 0.001201 0.000000 0.000566 0.800000 0.002536 0.001243 0.000000 0.000566 0.816667 0.002584 0.001286 0.000000 0.000566 0.833333 0.002633 0.001329 0.000000 0.000566 0.850000 0.002683 0.001374 0.000000 0.000566 0.866667 0.002733 0.001419 0.000000 0.000566 0.883333 0.002783 0.001465 0.000000 0.000566 0.900000 0.002834 0.001512 0.000000 0.000566 0.916667 0.002885 0.001559 0.000000 0.000566 0.933333 0.002937 0.001608 0.000000 0.000566 0.950000 0.002989 0.001657 0.000000 0.000566 0.966667 0.003041 0.001707 0.000000 0.000566 0.983333 0.003094 0.001758 0.000000 0.000566 1.000000 0.003148 0.001811 0.000000 0.000566 1.016667 0.003202 0.001863 0.020955 0.000566 1.033333 0.003256 0.001917 0.059270 0.000566 1.050000 0.003311 0.001972 0.108885 0.000566 1.066667 0.003367 0.002028 0.167640 0.000566 1.083333 0.003422 0.002084 0.234284 0.000566 1.100000 0.003479 0.002142 0.307974 0.000566 1.116667 0.003536 0.002200 0.388092 0.000566 1.133333 0.003593 0.002260 0.474157 0.000566 1.150000 0.003650 0.002320 0.565785 0.000566 1.166667 0.003709 0.002381 0.662655 0.000566 1.183333 0.003767 0.002444 0.764498 0.000566 1.200000 0.003826 0.002507 0.871083 0.000566 1.216667 0.003886 0.002571 0.982206 0.000566 1.233333 0.003946 0.002636 1.097690 0.000566 1.250000 0.004006 0.002703 1.217375 0.000566 1.266667 0.004067 0.002770 1.341119 0.000566 1.283333 0.004128 0.002838 1.468794 0.000566 1.300000 0.004190 0.002908 1.600281 0.000566 1.316667 0.004252 0.002978 1.735473 0.000566 1.333333 0.004315 0.003049 1.874271 0.000566 1.350000 0.004378 0.003122 2.016585 0.000566 1.366667 0.004442 0.003195 2.162328 0.000566 1.383333 0.004506 0.003270 2.311422 0.000566 1.400000 0.004571 0.003345 2.463794 0.000566 1.416667 0.004636 0.003422 2.619374 0.000566 1.433333 0.004701 0.003500 2.778098 0.000566 1.450000 0.004767 0.003579 2.939904 0.000566 1.466667 0.004833 0.003659 3.104735 0.000566 1.483333 0.004900 0.003740 3.272536 0.000566 1.500000 0.004967 0.003822 3.443256 0.000566 END FTABLE 7 FTABLE 8 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.000115 0.000000 0.000000 0.000000 0.016667 0.000129 0.000002 0.000000 0.000087 0.033333 0.000143 0.000004 0.000000 0.000087 0.050000 0.000158 0.000007 0.000000 0.000087 0.066667 0.000174 0.000010 0.000000 0.000087 0.083333 0.000189 0.000013 0.000000 0.000087 0.100000 0.000206 0.000016 0.000000 0.000087 0.116667 0.000222 0.000019 0.000000 0.000087 0.133333 0.000240 0.000023 0.000000 0.000087 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 64 0.150000 0.000257 0.000027 0.000000 0.000087 0.166667 0.000275 0.000032 0.000000 0.000087 0.183333 0.000294 0.000037 0.000000 0.000087 0.200000 0.000313 0.000042 0.000000 0.000087 0.216667 0.000333 0.000047 0.000000 0.000087 0.233333 0.000353 0.000053 0.000000 0.000087 0.250000 0.000373 0.000059 0.000000 0.000087 0.266667 0.000394 0.000065 0.000000 0.000087 0.283333 0.000415 0.000072 0.000000 0.000087 0.300000 0.000437 0.000079 0.000000 0.000087 0.316667 0.000459 0.000087 0.000000 0.000087 0.333333 0.000482 0.000094 0.000000 0.000087 0.350000 0.000505 0.000103 0.000000 0.000087 0.366667 0.000529 0.000111 0.000000 0.000087 0.383333 0.000553 0.000120 0.000000 0.000087 0.400000 0.000578 0.000130 0.000000 0.000087 0.416667 0.000603 0.000140 0.000000 0.000087 0.433333 0.000628 0.000150 0.000000 0.000087 0.450000 0.000654 0.000160 0.000000 0.000087 0.466667 0.000680 0.000172 0.000000 0.000087 0.483333 0.000707 0.000183 0.000000 0.000087 0.500000 0.000735 0.000195 0.000000 0.000087 0.516667 0.000762 0.000208 0.000000 0.000087 0.533333 0.000791 0.000221 0.000000 0.000087 0.550000 0.000819 0.000234 0.000000 0.000087 0.566667 0.000848 0.000248 0.000000 0.000087 0.583333 0.000878 0.000262 0.000000 0.000087 0.600000 0.000908 0.000277 0.000000 0.000087 0.616667 0.000939 0.000293 0.000000 0.000087 0.633333 0.000970 0.000308 0.000000 0.000087 0.650000 0.001001 0.000325 0.000000 0.000087 0.666667 0.001033 0.000342 0.000000 0.000087 0.683333 0.001065 0.000359 0.000000 0.000087 0.700000 0.001098 0.000377 0.000000 0.000087 0.716667 0.001132 0.000396 0.000000 0.000087 0.733333 0.001165 0.000415 0.000000 0.000087 0.750000 0.001199 0.000435 0.000000 0.000087 0.766667 0.001234 0.000455 0.000000 0.000087 0.783333 0.001269 0.000476 0.000000 0.000087 0.800000 0.001305 0.000497 0.000000 0.000087 0.816667 0.001341 0.000519 0.000000 0.000087 0.833333 0.001377 0.000542 0.000000 0.000087 0.850000 0.001414 0.000565 0.000000 0.000087 0.866667 0.001452 0.000589 0.000000 0.000087 0.883333 0.001490 0.000614 0.000000 0.000087 0.900000 0.001528 0.000639 0.000000 0.000087 0.916667 0.001567 0.000665 0.000000 0.000087 0.933333 0.001606 0.000691 0.000000 0.000087 0.950000 0.001646 0.000718 0.000000 0.000087 0.966667 0.001686 0.000746 0.000000 0.000087 0.983333 0.001727 0.000774 0.000000 0.000087 1.000000 0.001768 0.000804 0.000000 0.000087 1.016667 0.001809 0.000833 0.020955 0.000087 1.033333 0.001851 0.000864 0.059270 0.000087 1.050000 0.001894 0.000895 0.108885 0.000087 1.066667 0.001937 0.000927 0.167640 0.000087 1.083333 0.001980 0.000960 0.234284 0.000087 1.100000 0.002024 0.000993 0.307974 0.000087 1.116667 0.002068 0.001027 0.388092 0.000087 1.133333 0.002113 0.001062 0.474157 0.000087 1.150000 0.002158 0.001098 0.565785 0.000087 1.166667 0.002204 0.001134 0.662655 0.000087 1.183333 0.002250 0.001171 0.764498 0.000087 1.200000 0.002297 0.001209 0.871083 0.000087 1.216667 0.002344 0.001248 0.982206 0.000087 1.233333 0.002391 0.001287 1.097690 0.000087 1.250000 0.002439 0.001327 1.217375 0.000087 1.266667 0.002488 0.001368 1.341119 0.000087 1.283333 0.002537 0.001410 1.468794 0.000087 1.300000 0.002586 0.001453 1.600281 0.000087 Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 65 1.316667 0.002636 0.001496 1.735473 0.000087 1.333333 0.002686 0.001541 1.874271 0.000087 1.350000 0.002737 0.001586 2.016585 0.000087 1.366667 0.002788 0.001632 2.162328 0.000087 1.383333 0.002840 0.001679 2.311422 0.000087 1.400000 0.002892 0.001727 2.463794 0.000087 1.416667 0.002944 0.001775 2.619374 0.000087 1.433333 0.002997 0.001825 2.778098 0.000087 1.450000 0.003051 0.001875 2.939904 0.000087 1.466667 0.003105 0.001926 3.104735 0.000087 1.483333 0.003159 0.001979 3.272536 0.000087 1.500000 0.003214 0.002032 3.443256 0.000087 END FTABLE 8 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 WDM 2 PREC ENGL 1.2 RCHRES 5 EXTNL PREC WDM 2 PREC ENGL 1.2 RCHRES 6 EXTNL PREC WDM 2 PREC ENGL 1.2 RCHRES 7 EXTNL PREC WDM 2 PREC ENGL 1.2 RCHRES 8 EXTNL PREC 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 8 HYDR RO 1 1 1 WDM 1008 FLOW ENGL REPL RCHRES 8 HYDR O 1 1 1 WDM 1009 FLOW ENGL REPL RCHRES 8 HYDR O 2 1 1 WDM 1010 FLOW ENGL REPL RCHRES 8 HYDR STAGE 1 1 1 WDM 1011 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 END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 6 RCHRES ROFLOW RCHRES INFLOW END MASS-LINK 6 MASS-LINK 7 RCHRES OFLOW OVOL 1 RCHRES INFLOW IVOL END MASS-LINK 7 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 END MASS-LINK END RUN Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 66 Predeveloped HSPF Message File Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 67 Mitigated HSPF Message File Ellis Condo Parcel 1/21/2015 8:16:52 PM Page 68 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. 2005-2015; All Rights Reserved. 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