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Home My WebLink About6320 188TH STREET NE_BLD1071_2026 II &S, "'i 0 C ------------------- 'q IE' ---------- ci UTHAVENE P GRAVEL ROAD oC z z z 208.00 232 200. 0 0 ir �j 40 CRAY, xt4 j V Ulf L) Ex TREE LINE <-9 0 Z6 9p. VOO 01 031 VORG7330a-V jji In .......... oul......... ntgr YVAN ............ ------------- ........ 0 NO'2955E 244.00 I Z7,1. hfo C4 '0. 0 Jill Xat Received JUN 2 7 2016 a F-1 .. .... ... ... ................ ... ... ......... .......... KIM AW NF 507955"W 396.00 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE: (360) 403-3551 BUILDING PERMIT Address:6320 1881h Avenue NE Permit p: 1071 Parcel H:31052200100500 Valuation:60W.00 OWNER APPLICANT CONTRACTOR Name: 188TH LLC Name:Vanderyacht Propane Inc Name:Vandcryuhl Propane Inc Address:6404 and 6320 188TH STREET NE Address:6811 Guide Meridian Address:6811 Guide Meridian City.State Zip:ARLINGTON,WA 98223 City,State Zip:Lynden,WA 98264 City,State Zip:Lynden,WA 98264 Phone: Phone:360-815-2450 Phone:360-815-2450 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,Slate,Zip: Phone: Phone: LIC N: EXI': LIC q: I:XP: JOB DESCRIPTION PERMIT TY11 is Commercial Mechanical CODE YEAR: 2012 STORIES: 0 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 0 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE.OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. TI(IS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL.A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI I0/IRCI 10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your salts tax return form and coded C rlington#3101. • t G��w��/ 1-2-7- 1Z /,-~rc Print Name Dalc Released By Date CONDITIONS Adhere to approved plans. A closed Record Hearing was conducted and approved on 8/23/2016 for the installation of two 30,000 gallon tanks with the condition that the dry pipe water system be installed and the tanks are fireproofed as proposed. THIS PERMIT AU'THORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON'THH PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION, PERMIT FEES Date Description Fee Amount 8/24/2016 Building Permit Fee $173.02 824/2016 Building Plan Review Fee $112.46 8/242016 State Building Code Surcharge Fee $4.50 Total Due: S289.98 Total Payment: $0.00 Balance Due: S289.98 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: pC IRAI S�ac 2Jt00899.11 6Qa' RON rq \ .. ,I�i� ,f,i.*i)jliilli�••i illGEN 2. Is8ear -C .ti {, I 'V"M yyy � X'•�i. ^1E MNC P1� C II ' g• 81." � � II�' I r Alew xl now ((IH�p�� I Y 1 1 1 •. .. M1 M, : YIII -iJ ..A• ., 11 ,� .Yizs90 tt 11 1 �• _ '°rs>:�o s�J r 7•� / �..� �;�'`-ram � ��;�� I ,� _... � :-� �� .�. ._..PRQPOSfD.AtfL1AATIQ�S'11'ALE :..::.. -� • . �. . . �� r��. o I � d l W N F o 0 x N Q y v1 ^�ntl 120'WEAR PAD 1/4'1HIp( I WELDED TO TANK BY MPD. III W USED AS MOUNTING POINTS M' TO LEGS TO BE NO O 28'-4-ON o-_ TO TANK WEAR PADSDS 8 PLACES 100%ARM ND 28'-4" �C' Sao �YWr� O CL o wxw a> [L w $4' G 4gZ OF TANK WEAR PADS 28'-4" 12'-10" �~ !I o> I Oda.r4 N o y Sm C) (V NOTE TO BE SET TANK N 0 M COMPLETE N 2 1" 3"SCN.40 8'-8" 10' ;oo� VALVE AND PLUMBING BLAOJ(PIPE SY51E V Q END OF M TYP,5 PL SKID TANK SYSTEMS PROVIDE SAFE AND CONVENIENT ACCESSIBILITY TO LIQUID PROPANE SERVICE, �+ w z AVAILABLE IN DIVERSIFIED WATER CAPACITIES DESIGN FLEXIBILITY FOR TRUCK UNLOADING, BOBTAIL FILLING, AND ON SITE USAGE. o MULTIPLE ARRANGEMENTS OF PUMP, MOTORS AND (� v PIPING TAILORED TO MEET YOUR REQUIREMENTS Q STRUCTURALLY DESIGN AND ENGINEERED TO MEET YO UR CRITERIA. Li 0 10 PL. z 3" SCH 10 BLACK PIPE < TYP. 5 PLACES r, > INSERT 3" INTO EACH SIDE V 1 0 SKID RUNNERS WELD INTO F ALL PLACE WITH I/4 FILLET tOiP 1'-21" F o T— T t, �O 0 NOTE: 8" I7 o 4 12" X 8" X 5/16" o RECTANGULAR STRUCTURAL TUBING TYPICAL ALL TUBES. (EXCEPT 3" PIPE) '0 2'-Di 1 a„TO V Ep F,co W coo DRAWING NO.: SHEET VY-P 1 OF 1 I CITY OF ARLINGTON a� 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:6320 188th Avenue NE Permit#:1071 Parcel#:31052200100500 Valuation:6000.00 OWNER APPLICANT CONTRACTOR Name: 188TH LLC Name:Vanderyacht Propane Inc Name:Vanderyaht Propane Inc Address:6404 and 6320 188TH STREET NE Address:6811 Guide Meridian Address:6811 Guide Meridian City,State Zip:ARLINGTON,WA 98223 City,State Zip:Lynden,WA 98264 City,State Zip:Lynden,WA 98264 Phone: Phone:360-815-2450 Phone:360-815-2450 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2012 STORIES: 0 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 0 OCC LOAD: PERMIT APPROVAL 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date C Released � to Y CONDITIONS Adhere to approved plans.A closed Record Hearing was conducted and approved on 8/23/2016 for the installation of two 30,000 gallon tanks with the condition that the dry pipe water system be installed and the tanks are fireproofed as proposed. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/24/2016 Building Permit Fee $173.02 8/24/2016 Building Plan Review Fee $112.46 8/24/2016 State Building Code Surcharge Fee $4.50 Total Due: $289.98 Total Payment: $0.00 Balance Due: $289.98 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: COMMERCIAL MECHANICAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS AND ALL OTHER INFORMATION OUTLINED IN THE MECHANICAL PERMIT SUBMITTAL REQUIREMENTS, IF APPLICABLE. Type of Permit: /New Installation G Replacement Alteration Project Address: (O�p�l,� f O t �'� � (,�P Parcel m 310 S daorlIO.� �QU Co Project Description: a /3/6 QC7j �,g//p�/ � � � ,,�i•S valuation: //� oco Owner: / gg T' !�-� Phone#: _36162 3 W-/J 31Y Address: U�'O,C s / City: I-Y/11041/ State: GIN} Zip: 72 d06 7' Email Address: yOCkv- CZD; AaTjnlv / -r (D— NL Contact Person: 3�y jl f ��/1/�EQ y/�1 Phone#:5�/o Address L D r s ��i�L� /7 ��t City' /- MA� State: zip: oZ 6y Email Address: /XTl /a, / CdXA_. Contractor Name: I v�i R /�C�J`� i[/PA�e 1 AIC- Phone# 1�23 Contractor Address: City: /&V State: (/V1'�-Zip: Email: ��/Yf J a2 / f�/�, 5 C. Contractor License Number, CC \//WP0E)P/O55/V// Expiration: G� dw Please Indicate type of number of appliances: FURNACE CONDENSING UNIT GAS PIPING OUTLET BOILER HEAT PUMP(multi-split) UNIT HEATER CHILLER HEAT PUMP(mini-spilt) PAINT BOOTH COOLER HEAT PUMP(other) TYPE I HOOD AC(air cooled) HEAT REJECTION EQUIP TYPE II HOOD AC(water cooled) VENTILATION SYSTEM AST AC(evaporator) PACKAGED UNIT UST AC(VRF) DRYER OTHER I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in with the la ul nd r ulatiQn of the State of Washington, Applicants Signature Date Applicants Printed Name L� ne� FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received OPERATING PERMIT APPLICATION Department of Community& Economic Development City of Arlington 9 18204 59th Ave NE-Arlington,WA 98223•Phone(360)403-3551 Part Applican ui ding Information Applicant's me: V"""irf Applicant's A ddress: Contact Person: Telephone: Address of Premises for which Operating Permit is requested: F] same as a ove El Other(specify): Tax Parcel I Current Occupancy Class: Part II Type of Operating Permit An Operating Permit is required to conduct any activity or to use any class of building listed below.Please indicate the pc(s) of Operating Permit(s)requested by checking each applicable box. (If you require I assistance,or ould like more information, contact the City of Arlington Building Department at 360-403- 3551.) M Manufacturing, storing or handling hazardous materials in quantities exceeding those listed in the Fire Code(see Ap)endix A.)Identify the materials and quantities and describe the manner in which the materials will be manufactured, stored or handled(attach additional sheets if necessary): .7 Revised 4/1/C8 Pagel of Part H(cont'd) ❑Conductina a hazardous process or activity, including, but not limited to, any commercial or industrial operation which produces combustible dust as a byproduct, fruit and crop ripening,waste handling, spray operations,and high-piled storage(see Appendix B.)Describe the process(es) or activity(ies)to be conducted(a ach additional sheets if necessary): ❑Use of pyrotechnic devices in assembly occupancies(see Appendix C.)Describe the devices to be used and type of event(attach additional sheets if necessary): 2"A* bovegro und Storage Tank(AST) (see Appendix D) ❑ Re oval ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Pe manent tank closure Brief d escription: !✓�+ f a r r a°j �, ,�,3, ' ❑Undergro and Storage Tank(UST)(see Appendix D) ❑ Re oval ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Pe manent tank closure Brief c escription: ❑Temporary Membrane Structures, including tents and canopies(see Appendix E.)Brief description of structure and use: a' a Cc:Fire Def artment Page 2 of 4 Part H (cont'd) ❑ Special Event Operating Permit-An Operating Permit is required for any special event that takes place within an occupied building, or an outdoor mass gathering,which is outside the scope of the permitted use(see Appendix F.)Brief description of type of gathering proposed: Part III PremisesB ilding Information l. Date of last inspection of Premises: r 1} 2. Has a Certificate of Occupancy been issued for the premises?❑Yes E No Type: 9 Permanent❑Temporary Date of Issuance: 3. Are there currently any open Building Permits associated with the premises? ❑ Yes �o If yes, please describe(attach additional sheets if necessary): -- 4. Additional Comments: — SIGNATUI tE OF APPLICANT I herby cent fy that the foregoing information(and all information in attached sheets, if any) is true and complete. f Siglicant or Authoried resentatives Signature Date nature of App z Name and itle(if applicable) of person signing Application(Please print) Cc:Fire D partment Page 3 of 4 Part IV To be completed by the City ofArlington Buildhia Department Inspection R quired: ❑Yes ❑No InspectionsPerformed: ❑Yes ❑ No Date of Inspection: Tests or Reports required verifying compliance? ❑Yes❑No If YES,have Tests or Reports been received? ❑ Yes ❑No Application(s) Approved: ❑ Yes ❑ No Operating Pei mit Issued by: Date Operati g Permit Issued: Date Operating Permit Expires: Type/Descrip ion of Operating Permit: Conditions o Operating Permit(list conditions here AND in the space provided in the Operating Permit): Additional Comments: (Attach additional pages if needed) Cc- Fire Department Page 4 of 4 _ I if ORIGINAL Contego Original Formula Reactive FORh1UlA 1I ~' Fire Barrier Intumescent (RFB) �� Apprav J NO.CF6c303 General Description: Contego Original Formula Reactive Fire Barrier Intumescent(RFB)is a full-bodied latex,single component coating designed to protect a wide range of building materials including structural steel,aluminum,dimensional lumber,manufactured wood products,trusses,drywall,spray polyurethane foam insulation,HDPE wall panels,concrete,plaster,solid core doors and more.The product may also be used for conduit,decking and cladding.Refer to our architectural specification for more details.The classicversion of our original formula is perfect for spray polyurethane foam insulation because of the highly variegated surface,or for applications where you have to use a brush or roller to apply, Technical Data: Color White Specific Gravity 1.32 pH Range 8.0-8.5 Weight/Gal 11.0 Ibs(5.0 Kgs)` l.. Hazardous Ingredients N/A Volume Solids 58,0%(+/•2%) Weight Solids 60.0%(+/-2%) - Viscosity 10 K cps(+/- 10%) Flammability Not Flammable W- 1 VOC,(LESS WATER) .01 GRAMS/LITRE(Nil) 'Does not include weight of packaging. Application Conditions: Contego Original Formula(RFB)is designed to be applied by roller,brush or spray application.Contego Original Formula(RFB)should not be applied when the relative humidity exceeds 80%or the surface to be coated is less than 50'F(10'C)or less than 15'F(9'C)above the current or forecasted dew point. The product is best applied when ambient temperatures are between 50'F (10'C)and 95'F(35'C).Application at temperatures below 50'F(10'C)can result in poor film formation.Application at temperatures above 95'F (35'C) can result in runs and sagging when applied to recommended thickness. Once applied and cured, lower or higher temperatures should not be a problem. On combustible substrates such as dimensional lumber, manufactured wood (Oriented Strand Board,Particle Board,Plywood,etc,),polyurethane foam,and drywall(GWB)a primer is not required but may be useful if; Dimensional Lumber The wood is very old and/or dry and would likely absorb too much of the Contego coating. Manufactured Wood The substrate is very old and/or dry or if the resin content is unusually high. Polyurethane Foam The foam is soy-based or made from other organics that emit a vegetable oil. Drywall(GWB) The drywall has been previously painted with oil-based(alkyd)paint or if you're not sure. On structural steel and other metals such as aluminum,copper,brass,or composites,-a primer is p/ways required. No exceptions have been observed regarding what kind or brand of primer can be used. Even inexpensive shop primer has shown no incompatibilities, However,doing a test patch is always recommended with any new combinations of primer and our product since it is impossible to have tested every product from every manufacturer.SEE Application Instructions at www.contigointernational.com. Drying&Cure Times at Standard Ambient Temperature and Humidity:As with any water-based acrylic latex coating,drying time is always a function of ambient temperature,ambient humidity and how thickly the coating was applied.However,at 60'F(15'C)with a relative humidity of 70%,a 20 mil(500µ)wet coat should be dry to touch within 3 hours,completely dry in 6 hours and dried hard enough to handle in 8 hours. While our specifications call for a 72 hour cure time,the product is active as soon as it is hard dried. DQI9 T apply additional coats until you are sure the underlying coats are completely dry. Applying additional coats on top of product that still has moisture may cause the finish to crack and,if enough moisture is trapped under a surface film,the entire finish may delaminate and fall off.Top coating is recommended and permitted after the total number of required thickness of Contego has been applied and completely dried,SEE DRYING and CURING TIMES at www.contigointernational.com. Product Advantages: Contego is Truly •Exceptional protection from heat and fire. Non-Toxic! •Smooth, thin,architectural grade finish. •Top coat with a wide range of paints including alkyds,acrylics,epoxy or polyurethane. •Nontoxic,nondermatic and noncorcinogenic acrylic latex. •Can be pre-applied to steel and other materials during fabrication and Is easy to repair. •May be sprayed,brushed or rolled. No special equipment is required, Any qualified contractor can apply it, •Interior or exterior application(use on exterior grade top coat for exterior applications). > •Economically priced. •Fast drying and curing times. •Cleans up with soap and water. •24 month shelf life.ooes.no t be periodically reapplied. Effect of Vehicle Fires on LP Gas Containers Installed to AS/NZS 1425:2007 EnergySefety 8 TEST FINDINGS A total of 11 automotive containers where tested from the 21 s'September to the 5'h November 2009 and the results are summarised in Table 8.1. Pressure and temperature profiles of the containers (where valid data was obtained) are also given, as is a description of the various BLEVE mitigation techniques. It may be noted that the results from Test 7 have not been included as the pressure instrument line burst and the electrical connections to the recording equipment melted, giving spurious results. Test, 10 has been omitted from the results below as it was a residential 45 kg upright container and is therefore outside the scope of this report. In these tests,where vehicles were burnt, their petrol tanks had been fully drained prior to the testing Table 8.1 below summarises the results and a description of the tests by container, with photographs in some cases given in Appendix A. Figures 8.1 and 8.2 show the pressure profiles on a long and reduced time scale, while Figure 8.3 shows the temperature profiles. Figure 8.4 shows the pressure—temperature profile and material strength limits, from which it is theoretically possible to predict whether a rupture will occur. It is .'seen that the profile of container 11 crossed the "failure boundary" and did, in fact, suffer,a BLEVE approximately 64 seconds later. Revision 8 - 22 - Effect of Vehicle Fires on LP Gas Containers Installed to AS/NZS 1425:2007 EnergySafety All Contalnora-Prosaure Recording � NCw." a Au..w Er.rwsN.. 3000 r� 'CyTndor 3(REEVE) 25002000 ——— - - -- — i ` Cydndw 12 1500 - / C'ylinder 11 IBLEVEI IDOO "�. Cylinder 9 Cybrder a O O 200 400 600 ..800 .1000 1200 T1mo(Smnds) Figure 8.1 —Pressure profile over 1200 seconds All Containers-Pressure Recording amp Ereer$�Mr 3000 Cyl Cpl ndcr i 2500 Cydnder9 Cylinder 12 'a} 20M >r 150096 s'l• -1- .>.x Iwo Cydnde!I I Il LIVE) 500 cylr'd-r Cylnder 7.: 0 0 50 100 150 200 250 300 350 400 450 500 Time(Sonde) Figure 8.2—Pressure profile over 500 seconds Note:The Design Pressure of the containers and the Set Pressure of the PRV's is 2550 kPa- gauge. Revision B -24- Effect of Vehicle Fires on LP Gas Containers Installed to AS/NZS 1425:2007 EnergySa/ety 8.1 Fill Level Test 1,in which the container was filled to 20%,with no other controls did not rupture, nor show any signs of distortion. Container 2, tested under the same conditions and heat rate with an 80%fill level ruptured and created a BLEVE. Further testing to determine the threshold value for a fill level which will produce a BLEVE was not conducted. It is estimated that fill levels between 60 and 80% are required to lead to ruptures and BLEVE's 8.2 Pressure Relief Valve Design The two types of containers tested (APA and Manchester) were fitted with different makes of PRV. In the tests these valves proved to have different characteristics (as well as some commonality) as can be seen below: 1. Inspection of figures showing pressure profiles (Figure 8.1, 8.2 or 8.5) indicate that both designs of PRV began to relieve (popped) at 2750 to 3000 kPa-gauge. This is higher than the designated set pressures (of 2550 and 2586 kPa-gauge respectively for the Manchester and APA PRV), as shown in Table 7.3. 2. Both designs had sufficient capacity to relieve pressure under the test condition. 3. With the exception of early "spikes", the PRV used oh 1, the Manchester container generally controlled the pressure on average at 2100 to 2300 kPa-gauge during the active phase—that is before it commenced a sustained fall in pressure. 4. The PRV used on the APA containers controlled the:corresponding pressure at a somewhat higher level (average at 2400 to 2600 kPa=gauge). 5. The Manchester PRV cycled for 100 to 200 seconds before a significant drop in container pressure. 6. The APA PRV cycled for 500 to 800 seconds before a significant drop in container pressure Figure 8.5 shows the pressure profiles in terms of the PRV's used in the two makes of containers tested. AIIConlalnore-ProaeuroReco►dlnp OereaerwnorM.aamMnrw. a.ww,■d ca..,n. u.u�wr 3000 APA Cy5n&r 2500 i APA CyOnder APA CyUnder 1600 - — - - --- - MWXhenler cOnder Manchntor CVia-Aw 1000 —— _ •ManChoelet Cylndel Mynclwaor Gyand.0 0 0 no 100 No BOO 1000 IZ00 TOm Wwndq Figure 8.5—Pressure profile relating to PRV design Revision B - -26- April 9, 2003 Client: Contego International, Inc. 334 Greyhound Pass West Carmel, IN 46032-7007 Attn: Mr. Tony Scott Subject: ASTM E119 Fire Endurance Screening Testing of one 14" x 14"coated 1/a" steel plate with 1/2"flange. SAMPLE DESCRIPTION; The sample was identified as follows: At the request of Contego International, Inc., VTEC prepared a steel plate with a steel flange welded to the plate at a 900 angle down the centerline. The steel plate measured 8"x 6"x '/a" thick. The plate and flange were cleaned and primed with a suitable primer. It was then coated with a coating provided by Contego International, Inc. The coating was applied over a seven-day period with about 15 mils wet applied each day. The final dry coating thickness was 73 mils average. The coating was allowed to cure for three days before fire testing according to ASTM E 119. The specimen was covered on the unexposed side with two layers of 1"thick ceramic refractory insulation and one layer of 1"thick mineral wool to simulate total immersion in a furnace. DISCLAIMER: This test should be used to measure and describe the properties of materials, products or assemblies In response to heat and flame under controlled laboratory conditions. It should not be used to describe or appraise the fire hazards or fire risks of materials, products or assemblies under actual fire conditions. However, results of this test may be used as elements of a fire risk assessment that takes Into account all of the factors that are pertinent to an assessment of fire hazard of a particular end use. NOTICE: VTEC Laboratories, Inc. will not be liable for any loss or damage resulting from the use of the data In this report In excess of the Invoice. This report pertains to the sample tested only. Such report shall not be interpreted to be a warranty, either expressed or Implied as to the suitability or fitness of said sample for such uses or applications,as the party contracting for the report may apply such sample. CHI CH 2 CH 3 CH 4 CH 6 CH S CH 7 Specimen Specimen Specimen Specimen Furnace Furnace Furnace Average Average Time (Exposed) (Exposed) (Unexposed) (Unexposed) (Unexposed) (Furnace) (min) Temp.(0) Temp.(oF) Temp.(oF) Temp.(oF) Temp.(oF) Temp.(0) Temp.(0) Temp.(0) Temp.(oF) 0 58 59 56 57 86 82 85 56 84 1 69 68 61 62 267 241 250 62 253 2 84 81 70 72 658 655 656 71 656 3 105 92 80 84 990 896 932 82 939 4 172 140 130 119 1018 962 991 125 990 5 210 178 159 143 1029 986 1012 151 1009 6 259 222 197 174 1059 1009 1028 186 1032 7 299 248 203 191 1122 1065 1100 197 1096 8 307 276 215 207 1214 1192 1177 211 1194 9 322 308 237 222 1296 1237 1261 229 1265 10 360 336 271 239 1339 1271 1298 255 1303 11 377 361 277 258 1353 1332 1344 267 1343 12 389 379 280 275 1372 1354 1363 277 1363 13 394 393 283 292 1389 1366 1372 288 1376 14 424 404 309 306 1401 1375 1386 307 1387. 15 447 414 327 320 1408 1383 1396 323 1396 16 487 420 348 332 1420 1393 1403 340 1405 17 483 428 356 341 1428 1408 1416 349 1417 18 489 435 365 352 1439 1421 1427 358 1429 19 497 443 383 360 1468 1430 1435 371 1441 20 525 451 392 365 1476 1447 1459 379 1461 21 574 463 401 370 1481 1468 1476 386 1476 22 582 469 403 380 1486 1483 1487 392 1485 23 603 475 405 389 1492 1487 1497 397 1492 24 610 478 417 399 1499 1501 1505 408 1502 25 629 483 439 403 1503 1508 1514 421 1508 26 641 494 447 405 1506 1511 1523 426 1513 27 674 602 453 407 1511 1518 1534 430 1521 28 693 510 459 411 1524 1527 1547 435 1533 29 713 519 464 415 1535 1531 1555 439 1540 30 741 528 471 420 150 1543 1560 445 1549 31 768 537 477 421 1550 1550 1687 449 1556 32 799 548 482 426 1553 1558 1574 454 1662 33 815 559 488 430 1561 1566 1579 459 1569 34 830 570 493 433 1666 1574 1583 463 1574 35 837 583 497 436 1571 1585 1591 467 1552 36 842 596 500 440 1579 1597 1697 470 1591 37 848 610 503 444 1585 1608 1601 474 1598 38 871 625 507 448 1596 1617 1606 477 1606 39 885 641 512 452 1599 1019 1611 482 1610 40 918 658 519 456 1605 1621 1617 488 1614 41 926 675 528 462 1607 1625 1622 495 1618 42 931 694 636 465 1611 1628 1626 501 1622 43 940 710 541 470 1617 1630 1629 506 1625 44 962 727 550 475 1622 1639 1632 513 1631 45 969 744 552 479 1628 1647 1636 518 1637 46 973 762 558 483 1633 1653 1638 521 1641 47 988 778 563 488 1635 1655 1641 526 1644 48 1002 793 566 492 1640 1658 1646 529 1648 49 1009 807 570 497 1643 1868 1655 533 1655 50 1013 822 575 502 1648 1671 1662 538 1660 108 1398 1356 940 831 1824 1844 1830 886 1833 109 1401 1361 948 838 1826 1845 1832 893 1834 110 1407 1365 956 844 1820 1848 1835 890 1836 111 1416 1371 963 850 1829 1850 1036 907 1838 112 1422 1376 971 856 1831 1852 1836 913 1840 113 1433 1380 982 861 1834 1854 1837 921 1842 114 1436 1354 988 867 1835 1855 1838 928 1843 115 1439 1390 996 874 1836 1958 1840 935 1844 116 1447 1393 1001 879 1837 1856 1841 940 1845 117 1452 1398 1004 886 1839 1858 1842 945 1846 118 1463 1403 1009 592 1840 1859 1845 951 1848 119 1466 1408 1011 807 1842 1860 1846 954 1849 120 1459 1410 1019 903 1843 1802 1849 961 1851 121 1486 1414 1023 909 1845 1862 1850 sea 1852 122 1473 1419 1030 913 1647 1863 1852 972 1854 123 1475 1423 1039 920 1847 1863 1853 980 1854 124 1481 1427 1048 925 1848 1864 1855 988 1856 125 1464 1432 1055 931 1850 1885 lase 993 1857 126 1486 1438 1061 942 1852 lees 1856 1002 1858 127 1492 1441 1070 948 1853 1866 1857 1009 1859 128 1497 1446 1078 951 loss 1667 1868 1015 1860 129 1502 1450 1081 957 1858 1867 1859 1019 1861 130 1510 1454 1083 962 1860 1868 1861 1023 1863 131 1514 1458 1089 967 1861 1869 1882 1028 1864 132 1522 1462 1098 973 1862 1871 1803 1036 1865 133 1526 1466 1107 978 1ae2 1873 1885 1042 1867 134 1531 1471 1112 962 1863 1874 1866 1047 1868 135 1536 1473 1118 988 1865 1876 1867 1053 1869 136 1638 1476 1126 993 1866 1877 1869 1059 1871 137 1539 1481 1131 997 1867 1878 1870 1064 1872 138 1544 1484 1135 1003 1869 1879 1871 1089 1873 139 1548 1488 1140 1008 1869 1880 1873 1074 1874 0 II o o O --- --- ---- EX GRAVEL ROAD N�29155 T 64THAVENE A 208.00 200.00 .......... .... ---------——----------—-- ROAD K� .......... ...... M a.0 Cl t,! EX TREE LINE cc 0 :Kll. VOO 01 031 MOW M 61 01 • Lo: 7 4. &Y tWT YRAP --..d .......... i, N029551E 244.00 C N CT hfo 0 Lc t ---------- -H -7. .......... ... ... ..... ........ ... ... .......... __L 396,00 ClUn A VF&W 'L�' *I 50*29'55*W ul- ZI ��g� ---------- 3 ---------------—--------- Al v.r.. ...... EX GRAVEL ROAD f• WHAVENE CW55r moo,".., -00 200.00 —71 K 232 ORAVEL aoao .36.L EX TREE LINE .1�zI . ----------96--------- al ......... ... ............... ........... 9551C 208.00 ...... ..... ...... ... ........... ......... ...... IL NO-nME 244.00 41 A Cb uJ 2 00 uggij ik... ... ................ ............ ............... 0 VEM 507955W 396.00 cs 2 GRAPHICSCALE SECTION 22,TOWNSHIP 31 NORTH,RANGE 5 EAST,WM.,SNOHOMISH COUNTY,WA 50 0 75 50 1Do u f (n rrir) r xaA•50 rr HOR12 N4083WII PER WAShWGTON E 9 STATE REFERENCENF WORK IWSRN) i _ .w SITE (SUSOIVISM PER RECORD OF SURVEYAFNR1=W f3RW) Y♦♦LL1iU}t VERT.'N w" 1 s _ •...�Y ., tLw O pA Aw aoei w xas[v yR YJI.W YU}VTrlYW __r _L________—_ .I •'r' �• EI I I)Hf ARR I -• ,I — __4I I LEGAL DESCRIPTION: A I LL THAT Pp ME NOPINNESI OUVV W ME hORP PSFWMTR OF Spot, �, I II II =I�•• I ShIl J1(M',1,R.4RNB A$FOLLOWS E X(LL WETT MEAIOIAx IN S4CWAWSH IMPERVIOUSAREA: J CWNrY, PROPOSED ASPHALT IZ,590 w PROPDSm WAVEL By4fL�F �.�, / I -I,•j I ctlacNaWO AT ME RORWIsn CMER OF WE NONMUST WARIER OF ME NWMUST roru T4,aWss sand.1 ! ) Oman OF so n NOW RUN SON�Nnoo 1DRcatA.0a,sfcN _ WAS UtTasa}rq a ; �` ww ow to Miss ro ME as PA'Rlr n srw^m TOTAL DISTURBED AREA: i;,.'rIn(„!; ° �IRr N I;?.•`I:!r 5 iR II'i.- -.. GENERAL NOTES' E r wE MW m FEET IDR Gawn ROAD I• ,.•I7I;c `.Iih '♦ ` i h.' ! I L TOTAL LOr COVERAGE=J9.2S ` �•1 sNA>E AN Gown a srnaalnvr,srArz Lr waslxNcray. CONSTRUCTION SEQUENCE: ' •' p I } r[aRlm Halt}IN"•} Ae6R OWNEILIr MICANT wlATi ays TABLE tA:::c_C rrr:'I; (41) -OLE PONT ((KYCYYI =w Part YKT a& I • L(KKI •BOROM W GLMB111 (CWVJ =OIL Y1[}9pARAfa MIS CONSTRUCW SEQUENCE IS ro BE USED AS A LUMHE CONDIDONS MAY REQUME MAW' "Sort Rye / I CIO D Ego S LLC Ib1 •BOROM WALL ry[1 ="D r ry N,y wr IN DING LF WORK MAKES SHALL BE&5W55E0 Wm AND APPROVED BY WSPECRW AND OHNEN p07 =BLOW@'F f}h,J %f W NM SNRETNE (R4J =/rO/SW BREAK 1 J =E1fDRpry,,,>f I ARRANGE AND ATMAO PRE-CWSMVCRW YEEI NG HIM ME aff. 1 IAA, SwAFrNS eRa =CLILLECBW BOf UwYS IF =}gYrO rAND(aKW Z FUG GIERWG LNR5 AS INDICATED AND INSTALL SUP.MEASURES •y�: � I J III ••I I SITE DATA (((KEL1r =CULVERT ENO b1T) =PA"Or _ 1N ■AR PARCEL NO J1052200M26W A JI052ZWIWSW I =ITER UNE =RIM ELEVARW } �RMi me \ �� II. !� I SRE AOBAE52 604 IBBM STREET HE COI =CLEANOUF (>a) =SNP.MAIN Ar1prN1,d W -- L \ ARLWCTLW.WA 9811] { =CR.SURCG BASE CWRSE (((ggq(()))U)) =TQO LR(tFC to 1 COYSMUC!CRA kl/ASPHALT AREAS rl(` IS I 1I• TOTN SINE AREA SW AC rc® CENTS? � G NP CWRSE ) -Qom } S STA6VZE G'SNROED UW SURFACES <.• / [yyC aJ0 \' "i ", •:I, I ::wn W"N' aC/.41= AL) ( ::A[Ma �' SEWME ww r. M pARIM'G'RW MSMILT R6 M = N OF ARtWGTvN WCBLE Mal PIPE (fA'!p =SwUCNRE I ' ([AKJ =BNA NAGE (�firr fnl =EI£vAMw (ILri =rrornroF o I �, �� I RPE LNsaRcr ana ARuxcrav EEoI) -BUIE OF ASPHALT =rep tune WET CONTACT.'[!Or =EDGE 01OPA VEL =AO OF BALLL 25'R/Ir TO BE DEDIGAT O ro WA EASE111 141 =Ta'AL WALL -„�p� ••I. WC ENORRRWG aD OTHER � =T/PI- W n &P, �y � I EwM R YL'CNL PE (cAr =GRAT TINE a:WRB ) =TIDE 1 09 N _ Sf.YANA aPO M 2fas9BTRl (((LLOMMI)))yI = HE 3606V-5820 ORE HYOPANT .VANED1AM PAT \ � � - I �: I -WAIL maelgncangdfrnlie— (TA1 =RBVY LINE =MAI[R/RIna WII - fIT{aJL) =FACE OF WRBBVVERFELE� WAM?AMR w1ERSECNLWAnW =WATER VALVELOr UNEMARBON =1nWh LY1(l vJVCI,`� - / ♦.• I� LEGEND XISHNG OESCRIPRON PROPOSED I T - .-♦-• / �• tlrlY[AA}/►=r'. �„ I (' .-. sm.DRNN CB(ry-1) sTaPN DRAM 0 frrzl Lod I'r 1 or 11r -^•••c YIW LMIM IRwni sru [o— 1 1 1L 1 .N.�,nS• r gF 60 / ..............�.`,�. .. } �..: .... SAN 5L%£R NANHNE ® I ... ! I, / SRN.SEX ` j I I /A0A<f SEDER[TEAK BUT 11l AOAMIMFOPR r SRN.SEVER SNB 1— I. D;710� ^ I {;• I Ross OLD_w B WAD?SERWCE(WS) 0 1 WATER VALVE(NVJ •• r )I r \ , . i a qp�\ Nr !/ NEIl /'� 1- :il 1'. I �Y-'Y:7 Irr13T- TwENYDRANr 1 I _ ail t •� I ' I I A4,� r UTILITY POLE(PP,UP) GRAVEL '(S�TSO SF) i -•• I f� I SEIBACKFOR CU7SAM7 FILLS N rs. NOTE., PA tEMENF(EOA) MOTE(EX) -'•• I CONSTRUCTION DRAWING REVIEW MAC(EW) � - - T �`��m�� ACHNOWLEDGMENT D BIDC SED)ACN UNE(BSBL) -.d__g L.... S RAN SHEET HAS BEVY RENEK9 AND EVALUATED FOR GENERAL SAL PROPERTY ME(DA) PA -. ., I I CONFORMANCE OF MIS OE94W WIMIAfLC�PUC�BLE�U�D EN1W RGHF OF WAY(R/WJ R/W REORAMS IS ME FIAL AAD OIAPLE1E RE9GRSAary OF ME OCENSED DEVOF ENONEER,WHOSE STARR AM VORA NRE APPEAR ON BAS 91EET C� ROAD LENT?(CM)UNE _CAI !)/ir.ri'i; I.. I I A ION G1 EIVSMCM WAWNGR EVOOElNOTARY OTA YOff fFNCE UNE '". SEAIE LW FEDWAL PEPABT RENEW AW APPROVAL ME PRWERrY OHNER AND UGEN5E0 EPSON ENGINEER MALL BE RESPOP98LE FOR ME ORMACE FLOW PArIERNS / / / ADMISIB 1N AND CONPLIANLE OF ALL APPLICABLE PEPwTS ANO/OR AURNRVARONS MNICH MAY INCLUDE:BUT NOT LIMITED TO.HSDFW SECRgI CORNER .,DRATPROECr APPROVAL(WA).NSUOE NO ME tKWIFNT(Na),ANY L'OPP 6 ENGMEERS RLL PERMITS AND MEREpT�,p TS OF ME ENDANGERED SPEOE5 ACT SaL LW BP IEMPWARY NAaNIM DAM C D TOPOGRAPHIC DATE REWSWI;SSUO PFNI PROJECTNO. �� 61%I�'� ail IO a INFORMATION 0/07/16 rnRD SIIAMDESIGN 160264 NG 11c PROVIDED BY MIN O uHo 9Rwas • P.D.BOR'17 R, A'WWISH WA 98291 /Ei'J60-568-6ZW hDnrcr�IEflmGsaxirsmm DWG P.O. BOX 177, SILVANA, WA 98287 fnARwL�• TEL: (360) 652-5820 u C(Is MOW 1 9Awl am Mr LJCAa s Aa EMAIL: macengineering0fron tier.com "P p '�MOW A)m &I"'0' SITE PLAN (25FT SPACING) oF�DAM of STAtf or(MAKI:IgN GRAPHIC SCALE SECTION 22,TOWNSHIP 31 NORTH,RANGE S EAST,W.M.,SNOHOMISH COUNTY,WA I II m 0 25 b LC 1 A (IN FEE f 1 INCH-50 Fr i HORIZ•NAO 83T2011 PER WASHINGTON STATE REFERENCE NETWORK(WSRN) SITE I PADI40VPER RECORD OFSURVEYAFNN200203135M) s ! 881CN:41.OF aD NA!r.L1A WE rr MODES 9tl bl __ - \it (•�f6LT.Ui `� a SwoYN'E_18cYr Er A'/wla my l�- �- �. "- — blu1 '•" � , I'1 wa I 1 ' r I f I I LEGAL DESCRIPTION: IMPERVIOUS AREA: ,.. l 1 :I� II / .�f ...I I I Dawn,IN9 31 OE iAwm As SALONS M A E M NOR r L IN S R O SR IMPROPEROSED ASWNLI 12195 9' CEECUON MI.NS Jr IM RANGE 5 S FOLLOWS, O HE YYlAMERE MmwIAN.M SNala/l9l MWOSM mA W1 61805 Y �- • �l 'I()f :. Itl [GMIDI7L"At IK MOldl[Si ICrLY Or�f!MINAS/O/NN AVIK WOfeUSr TOTAL 9' �I I 1 I I I ]I I' I Rml7((� 71,000 1Poo W N s W 0[E PoI1!or BEpNNING �I I sl:fj pm AWN, AgOi i.; Naar M NVVI TOTAL DISTURBED AREA: ., i I'�, ruin"IASr rA AGpc IOI,T0 SF . %%;�:,iI%:i 8I \ )MARE wo N MOOS ft at l:'=r ldNLt$U GENERAL NOTES: nwrcAVANl rorfmc""�rraw.Wc tunretAa/NI.JnnraavrnNOM "•r I•;) I roru for WKWAGE=JAR 9a4w r MAIN a 9w1A11 k UAIE Or W"MN ABBREVATIONSTAOLE CONSTRUCTION 1LF REOM PARIBM VAUS-J OWNER/APPLICANT.' 'All, ANGE Paver 1) u.Y oral-a RCV I r SHARP OEM A,Bam,LLC (BC, •o0rf&0,CL-7-1A (o/ .n Mci WARnml ms cays"'CBav'"Am IS To BE Utm As A aromNE ACM w+r KQAW 0WKK f fwQTl1Y no CAv wro M S (BW) •f071p1 OI HALL I •KRr O•0j"Aw W IMANG LY WORK 0"WD SHALL BE r,EaM WM PNO YMOONO lr rr9ICIM YO aI$ •. f /. � i:1 I LT sIEYfN$IY1 9MSB 1 r16N 11M 91RFFr Ih' %BRNJ •mro'vUCE 611W fto� • /lMW or w wa I ARRANGE AND AlImO PRE-COVSIRIICOar NEErWG wRl ME an (rpl •CATCH BASW )) D (1: I SITEDATA: (t6))u1 •cawbm EN MMn t) .otwr O�rAMcY 2 MC C EARWC UNITS AS IMICArm AM INSTALL SW.P.P MEASURES -S'I - iAI PNKEl MO JIOSZPOOIOz600 k JIOSP1001CG500 (R, 'CLl1P7 BW rRYTJ .PAHNENr. _ m •CmIW LINE I(A[J) .RW EIEYARIXI rQ1prI1Y 1- 1 AAUMPON WA 022J } LwY13tAlcl LwwWa iww[ \' > I A I I 9O:a9nBEs9 6A0A 188M slRmr NE, KOJ ;cL ANour�r LNSt omm LAU •SNA IONgIG t0 woo - ) \ .1 MIAL� ZOIBNC 500 AC N0111 RBM)((��,y�L'!/{� A. Ca15RIULI LWA WJ/A9'NALl AREAS qay Ir. Rv- affl .A EUlL AR (SSJ -SANTARY SE11EP 1 Mo"211*60 LAW SUV CTS .A;.., �G• p[[ -"'� I MRR 06OlICE an Ur 49i•TAA' CFNIW (f5W! •smN MANNCAF "t, WC'PAD h 7 :: SEWER 015aKT. ON tr ARIINCraV fL�) •MIU 0M"r j1rACNJ -SWUCNRE 1 -L — i k� I SOMM YSWT ARA'Brm asmicr/IB Rx.KI .aPA1NACf ((LqMr) .MIIMgwD � ]yr 1i fNE OISWNCE ary LY ARUNCTON ITU •ETEVAOM (KJ WOF ORe a�� I'1� LC fmcl •toot aAm l�luiJ .w orb r 25•RM rB BE BEBlrarm ro CBA g' CONTACT.• fa!7 ;E"STWBE4 E%.ENF tr�FWJ :m1 uW� I�p (.RAIrL,OIRr I= M AMCCl E (:AI •a!M/uE aEllm iIrl) .TYPE-cB/MN / •L� 4 - I EIOFN 0.177 PE (OPNJ •GRAW1 (N WAIEr •YARO MARY fid, 31 90ZB) ^'' rEL 3b0-651-SB10 Tfflo RRE HYDRANT :tlmtil�r MAa �'.I'. ~ - 1 gnean9ORnnIler Can E-YNL m m 1 .raw O cum 1 -za OIAw NAV I' (IE) •M$pr PELNAIMr •WARR METER .- (ANT) •wTERrc ON •WAa VALVE (ul .LOFLANE 1 N •yWpa4 �•� .. Jp .. � ..( (L I ./.... .......... -..__.._.--........ ... III 1 •MAILBOX "A•rr- �• LEGEND A I- tusrmc oEsartwl PRcwasEeXtj� ( ti..r j�'� �� I STORM MAR;m(r") ® STORM GRAN CO(T12) STORY DRAW SERWCE STUB E0— SAN SEKKP MANNGE .. ..................... . L1 -..: ............:.v. SRN 5EM OEM OUT • F - a mom 4vw -`.� III i py SNUB foal SAN D[ SE1NR � I ��. — , AMMI PRLVWn �T / Ilk f r—i- 61011 I 1 I I BLOW-OFF(ea) - WATERSFRWCE(n) 0 i i. I EXmu r L91i0.I0` I I Sd`�. WA 0?VALVE(wV) v DmAnEvaE(vrw) .o� .r PROPOSEDURaLEt •.. ' ` I SETBACKFCRCUTSANOFILLS p -fss,zrD sFl i ♦ _ f N.rs. WEE '10 I' 1 NOTE: SNRUS _I.._ �_ . Lam-, APPum TO maawc aver PA VOWNT(BOA) msmw(EBc) -_/ %'�•_{...>�•-`•t•' �.�.-1...... ........... I Ir 1 CONSIRUCTION DRAWING REVIEW AM ORAwl(Em) 'SwuD'NY�tCof—� - -— •. k 1' rlRs PUN sHLrr HAS BEEN AC O LENDGMEN LUaIm FOR GENERAL.. Bid, ..- BIWC SErRACX LWE(BSa) _.,8,59 L _ COMPLIANCE wTH ME an OF ARUNCION CODES 00 ORDWANCES JIL.— PROPmn um(P/L) PAL - .. I 1 CONFORMANCE OD MIS DESIGN WfH ALL APPUCABLE LAWS,ANO EX R11Y Rlali a"WAr fl R1W REPILANNS IS WE Ml AM COMPd70C 0VWW CY OIE UCSSEV (/N) OE9al ENWOR,MHOSE SIAMP AND 9MARME APPEAR ON RBS 9rt'ET CA ROAD aNIER(CM)LINE �C/L --- - I I ACMUMIEOGVFNI a CCNSOTIICW ORAMING RENEW 00E5 NOT AIRY an APPROVALFOPCOVSMUCO(W ACOWOESWAr REOUREOMm COUNTY. FENCE UNE I I STATE OR fEOFRAL PERAIr RENEW ANO APPROVAL ME PROPmry ow AM UCMSEV 0E9Gv ENaNEER SNALL BE RESPONSME FOR THE DRAINAGE FLOW PAFUNS / / / AM19ROM AND COIRUANCE OF ALL APPLICABLE PmM1TS AND/OR AUMORIZARWIS M OCH MAY INCLUDE,BUT NOT UNTIED RA KOM NFORAUIIC PROECI AFFROVAL(IPAA MmoE NONE w war(NW)•ANY SFCROV CORNm OFE VEERS FlLL PERMITS AND THEAEOURD"M OF WE EMA OroAxaam sPEOEs ACT xT' sm LOG BY �T7MWT ME POPARY SENCJFMARX BA TOPOGR APif1C DATE prisfaNSSMm PFNI PROJECT NO. LK �E 0.y�� INFORMATION aB/m/ib Isslm G 4e y PROVIDED BY SHAUDESIGN 160264 j�, S' RPR OV ID D Sm Y.,• P.O.BOX 171 WA 98291 TEL-J IEL' S0-5D-56B-6200 �W;,MN,ra,B.x�vran DWG P.O. BOX 177, SILVANA, WA 98287 a1wA1r� p[C'ONFACT NOU IHaAY JW LmAx a.a1 TEL: (360) 652-5820 riW111.11W.WA LlLr M tt O'er wO FrusorvE rr or'aD EMAIL: mecengineering@frontier.com �°'° SITE PLAN (10FT SPACING) OF DATE Stang Industries Inc. 915 1 MANUAL P:+1-951-479-9810 1 1 .1' F:+1-951-479-9810 sales@stangindustries.com 1.5"Station Monitor www.stangindustries.com Technical Data (Without Nozzle) All—h—A l.1.relative fo s[andartl conliguration t 1.5' Reach Chart ,ao r soo 1892 R10 10 120 y 110 100 -074 90 -120 PSI Vertical Horizontal so Clearance Clearance -100 PSI -BO PSI 70 0 50 100 150 200 250 300 350 ZU 510 13 1 483 Flow Rate(GPM) Factory Hydro Testing Pressure tested @ 300psig for a minimum of 5 mins ,.or *FI.0. Overview Features Stang's 1.5"Station Monitor is a manually Lock Knob Style Design Options Controls controlled water monitor that allows Corrosion Resistant Materials vertical al horizontal rotation.Horizontal Heat Treated Bronze Rotation Swivels Inlet &vertical motion is controlled via a tiller 1.5"NH Threaded Outlet Standard Per ANSI B 16.5 bar handle and the locking of both axes + Molded Handgrip for Rotation Operation Metric Per BE EN 1092-1 is accomplished via lock knobs on the Inlet Options Available . 1.5"NPT IM)or(F) "f Contact Stang for Further Info 2.5 NPT(M)or(FI swivels. Tiller Bar Extended Tiller bar This style of monitor is fabricated using Waterway Material (standard) heavy wall seamless steel or stainless steel 304SS Stainless Steel pipe at the customer's option.The welded Carbon Steel Israndardi Accessories single waterway design allows for an Finish efficient&performance enhanced flow. Stang Fire Red Our standard paint finish is'Stang Fire Red' (RAL 3000) • Customer Specified 26 1.5"Shapertip Nozzle 1.5"Fog Nozzle 1,5"Stream Shaper 27 (Pg.106) (Pg.106) (Pg.106) REVI5,ON5 NOTES: LTR REVISION GATE BY 1)DO NOT SCALE THIS DRAWING. A DITIALRELEASE Bsnsm K 2)BREAK ALL SHARP EDGES. s ADM DINS TO DRAVNNO ov„r„ Ds 3)ALL DIMENSIONSDISPLAYEDINPARENTHESES C I ADDED WCT SUFFIX OPTION ,2MI11 JD ARE FOR REFERENCE ONLY. 4)IF MONITOR DASH NUMBER HAS A SUFFIX SUCH AS EP MAKE SURE THAT THE MAJOR SUB-ASSEMBLIES HAVE THE 13 SAME SUFFIX. 13 2 - - 16 16 13 1 1 360.0`FULL O O ROT TION 16 15 16 13 O 6.00 13 1 10.63 2 9,02 • 16 (R14.29) 11 12 925309-41 925309-51 CONFIGURATION TABLE 115.0" %5309.1 MQtIITOR 2.50'STATION WIZ$-lS0WRF,SM-AB 925309.11 IfJOINITOR,2.50'STATION Wr3.D-15aw.STL-AB SUFFIX TABLE -25309-21 I MOf3TOR.250'STAIM W14.0-1500RF,S'(L-AB U530931 NOMTOR.ZW STATION WI6.D•15011RF.STL-AB DASH s DESCRIPTION 92530941 MONITOR 2.S0'STATION WIZ-5NPT(M),STL-AB 85.0,` (7.11) NO SUFFIX POWDER COAT sw+G RED 92530-51 NOC6TOft,2 -STATION Wr2.SNPT(F).STL-AS EP EPoXl COATSTARGRED SEE NOTE 4 P POLISKI)rss Ow 1 NORTOR.2W STATION Wr25-15WF.STL-AB / NP NOTPAtVfD 925309-71 NONTOR,2.SV STATION W13.0-1501IFF,STL-AB 26.03 WCT THREADED L nLET 925SS09.61 NONTOR 2.5W STATION W14.0.15WF.STL-AB WCT APO ADD SUFFIXTOREN s 925309.91 NOWM,2.W STATION W16.0-1509FF.STL-AB 45.0" 2 2 2 2 2 2 2 2 2 2 16 =629.1 Swma-02S / 1 , , 1 1 1 1 1 1 1 1 15 002562_- _IP.HANDALK PLSTC.MRGI4055 1 1 1 1 1 1 , 1 , 1 14 00853-1 AIE,ALUM ID 2 2 2 2 2 2 2 2 2 2 13 40155-71INTAKE- 0108.`SD-20UVF2A TND 14 1 12 INTAKE.2.S0'W25NPi(Fl.SS-AB 11INTAKE.25D'W725WT(M).SS-AB 1 _ - 10 25D'WaG-I50WFF FLG.STL-AB 3 1 _ _ 9 MAIE 2W WA0.15011FF FLG.SL'L-AB 1 B 02085.51 E ENTAIE.2 W WR.0.150IFF FLG STI.AB (10.33) PIN:925309-1. -61 4 , 7 4=206541 E INTAKE.ISMW2S15WFFMSTL-AB (11.51) PIN:925309-11,-71 , 6 ENTAKE.2WWFi.O.1SVRFFLGSTL.AB (12.0D) PIN:925309-21,-81 5 1 5 Sr BITAfE.2WW740.15OPRFFLGs7tAB (13.51) PM:925309-31,-91 1 4 102DBS-ll LVTAIE 2W Wra0-lS WRFFLG.STL-AB6 32085-1 VTAKE,2.WWaS-I50WRFFLG.STL-AB 925309 2119911 UPPER 2W STATIM SIL-AB 7 , 11208.11 LOWER 2W tR STLr4B -1 -suaTr. -woo -21/OTV. .611OTY. sUCTY. .41007Y. J110TY. -2vOtt. -Iljom .1/OTV. IfEMaPARTW TXNN -11 6 uNLMS OTHERWASE sPEG�o�AENswNs STANG INDUSTRIAL PRODUCTS s _ TOLERANCES 1250 RAILROAD ST. -3,I 10 XX°03 ANGULAR!1. �® CORONA,CA 92882 )=t.CID DO NOT SCALE DRAWING -61 TREATMENT Av/A MONITOR, 2.50"STATION -71 R -81 SEESUFFD(TABLE �'�'925309 STL-AB -91 S2E r�,�CAGEA 55822 -AWN Fx CK Rvst�q C .7 sn.�ew+.w..raa rs r.e.w Pwrr w eICaTW.'Mnrc.uo�a+.<+n,..•�+ua.a'b (V' oArE 03/1S/06 DESIGN �^L`- NTS 1OF1 w..t..»a»nN.i)da aadra.h a.w..ad a„yu naM oyN I,MM.ar Wt NOTES REVISIONS : I. DO NOTSGl1E7NIS DRAVAN4 REV. OESCR,PTlDN LA7E 8Y 2 SREAKALL SHARP EDGES. A 8"M RELEASE 09A)6100 EK 3. ALL.DAWVSIONS DISPLAYED IMPARENTHESES ARE F'OR REFERENCEOAEY. !. IF DASHNUMBER NASA SLFF06 NAXE SURE ALL MAJOR PART NUMBERS HAVE THE SAME SUFFDG Q (BASEBITAKE LOWER ELL 6 UPPER ELL) • S 1f.9T/FNOTOTHERVNSESPEC(FIED ON O. 4 FV.L 36(' ��// ROTATION O 5 7.43) (7.74 2 DASH NUMBER SUFFIXKEY 5 NO suFFix vwmR caAT STANG RED EP COAT STANG RED 3 4 10 9 P POLISH(SS O/ILY2 NP JVO PAINT FOR ALL OTHER VARIATIONS USE VCN R8.50 915050-1 915050-11 OONFIGuPATJON KEY AS -1 OMTOR.1.50'5TATI0N Wf.SNPTn STL-AB -11 OMTOfL 1.50'STA7fONWf.SNAT�,S7L-4B -21 OM70R tSV STATION WL50.150RRF.STL-AS 90 cr �1 ONlTOR 1.50'STATION W250-ISOM'.STL-AB -41 1.50'STATION W300.15ORF.STL•AB z1 0WOR.t-W STATTON W4.010-150tRF•STL•W -51 OR f.SC STA7TONW1.50.15d1FF,STl-/.8 S.t4 -71 TOR,I.STSTATION MSO-1500FF.STL40 .81 70R,LS0-STA77ON MOP150OFF.STL.AS -91 IWOMTOR.LSPSTAT/ONVW.Ml-W FF.SM-AB 1I IO09.61 PASE JNTAKE 1.507.0.I5WFFFLG.STL,AB 40.0' 1 - I 16 51 EINTAKE 1.50 m5-ISWFFFLG.STL--" - 15 1 EINTAW-1.50'NM.S15o0FFFLG.STL-A8 1 / (aa11-31.-41-71 a-al (a31( _ = f! £IMAKE<1.50'W71.0.150gRF FLG.S7L-AB -51 S-91 1 13 2 -LL 1 c WTAKE 1.50'W13.&15WRF FLG.SX-AB 1 a 39-it EIMAKF-1.50-NO2.S1500RFFLG STUAB 11 1 IBASE(MAKE 1.50'WA.S-1,,mRF FLG.sm-AB I 1 I f0 97 IBASE DRAKE!SC WYI.SNP7(FJ.SS-A8 2 __ - 9 IBD204381 VASE-_ !MAKE 1.50'VOI.Swrm.SS-A8 1 1 1 1 1 7 I - B Ot507 --!MAKE 7..SPYp1.5NPT .SS-AB ' _ O(920 IsieG s Lst cam 915050 1 1 1 1 1 7 1 8 0025B-2 1GR/P.HA/ID.BLKPL5TC.8RG14053 2 2 2 2 2 2 2 2 s 103828-r WVELIOT.1s NML 'f 1 2 2 2 2 2 2 2 2 2 2 4 1011283 16 O8.W& UIY.BLACK PHENOLIC 1 1 1 1 1 f f 1 1 1 3 1301-11 t.UPPER 1.SP STATION.STL-AB _31 1 1 1 1 1 f1 1 1 1 1 2 1292-11 JELL LOVER I.W LR.SYLa1B �1a I - - - _ - I 1 2039-71 SEINTAKE 15V NPt.0.15WFFR.O.STL-AB -51 9 'woryY -8f,.TY. -7f/OTY. -efAg7Y. -StfOTV 1f�'J TY. J110TV. -2f.01Y. •1fA7TY. .110TY. ITEU NO PARTII SCRIPTIOIY UNLESS OTHERWISE 10 —61 SPEC�9�DDO&NSIONS MMES ' STANG INDUSTRIES INC. 12 OECINALS ANGULAR - 'l•RQ _81 13 .XX ±D3G ir• CORONA,CA 92982 —91 Do NOT SCALE DRAW WG " "`"""" AVA MONITOR, 1.50"STATION SEESUFFDCKEY -uo� AVA K'BER 915050 STL AB :v1LLT .1 SSB72 owa�" � c�u ns_vscw A 11y"f..vwna.d 4y1.t"dMM Mnh Y fJ+P�W A' .o+OMM4r FLN1^M�1.M lY adw rdb ■ OntC C[SA1 6GN.E s"[Ei ��>�r..►a...wer.r�..� ■`/� 09/05ros 1:4 1 OF 1 2.25" A FRONT B 3.25" A ESV B ESV \ - ESV G 0 } �fl 0 A 1.75">p ESV BA 3.25 �r B Cr z B _o 291 2 if I B ESV (IV-) /VAPOR LIQUID l\L� LICUID \. �V �u S PUMP./ �- { G' ..' \� tt B BCr A3.25" ='a - _ BYpass Line VALVE B=Ball valve IV=Internal valve G=Glove valve ESV=Emergency Shutoff valve A=Acme S=Strainer �� FLEX LINE T'aP Pit OR- 56,E P Pit I =65.5" Mimimum web height= 6„ 3 3/8"weld53 IAI QT r 127 h 40 pip At. J�____l r 1 i i C3 c i'J E 6`iO3 �r ;78 �. • --,�.•.•f •fix. °�{' y •-_ i 1" l 4 ', •_' at , 5•'V � 1j, J;1 �J'_�a�'a�i�'iy�y�� —^—•(�'� ` r'.t�,• d�Ma, f` \ i i,a� 7 Np1._i� 4-y,�;/�+�{ •'Z - r n a �� N F�QC r1 > r ")�-��"�a('g e •:`+v� •�`r>'- �Jl .:.f PA % +` �"0''' a C*-s��° 1�``'� .•._tea./ c' �`"'�+..� �" c % 'L•. _ 'f �" f "a�U _ f` Lei•' p, �� 1�`� `I•s 4 ��4 i.0 / ^V a/Ii .' 1 1.. 1�'�L} '� f��s.• •�H""ice•� �,f 'a� -----• _. r I.''fit 1 Sr t•a� .� �� -> ': � +•.a `1 •.Y�sf•�i ;ITS •' [a'J ~�i v ��..J r CALHOUN TANK AND SERVICES,INC. 3320 LINCOLN AVE.E. SUITE C j TACOMA,WASHINGTON 98421 Office Ph;2DS-870-0802 Fax.253-276-0691 garytankdoc@aal.com 46 1 @ 3JA" -� to Weight of two heml heads-7,255 Lbs. Shelf Wt.=41,245 Lbs. Total mat'l weight=48,500 Lbs, Heml Heads water cap=5,088 gal. 's' ' ®�� Shell water cap=24,947 gal. Total water cap=30,035 gal --- - If product Is propane,thtypropane weight is fi'f8,16 Lbs. If product Is propane,tank marl+propane weight=164,916 Lbs. 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W :. �ZI?i 8 Qw d n 0 V1 2-inch NPT C477-16 2-inch NPT Tee Body: C471-16 - 3-inch NPT: C477-24 - w Xrn 3-inch NPT Tee Body: C471-24 3-inch Single Flange: C484-24 :• r o� 3-inch Double Flange: C483-24 � 1 ION' > >0 � � /nternal,11a/ve Seat Disks r._, rn Standard disc and 0-ring material is Nitrite rt 1O �c Neoprene,Viton®,Teflono and Kalreg available for :;� 00 most types, Excess Flow Springs M 2-inch Valve: 105,150, and 250 GPM 3-inch Single Flanged: 160,250, and 400 GPM 3-inch Double Flanged: 160,265,and 400 GPM 3-inch NPT: 160,265,375,and 465 GPM _ With the most complete line of LP-Gas Equipment in the industry,ourworidwide distribution network ` '''' includes an experienced sales and support team consisting of more than 2,000 technical experts C483 available to serve you from nearly 200 offices throughout the world. For product integrity, reliability,and performance-and a level of support no other supplier can equal-call on Emerson to help you meet even your toughest challenges. 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 a 0 0 0 0 0 4 ` •).. r� s LP-Gas Equipment LP Gas Equipment 4 R Emerson Process Management Ermrson Process Management C484` � 4.culater fe_nnologies,Inc. RegulziarTe>hnolagles.Inc. s o.r 4., North America Asia-Pacific ' McKinney,Texas75069-1872 USA Singapore,Singapore 128461 Tel:1-800-558-5853 Tel:+65 6777 8211 0 outside U.S.1-972-548-3574 2 C477 LP-Gas Equipment lP-Gas`qui;rttent o Emerson Process Management Emerson Process Management ro r Regulator Technologies,Inc. Regulator Technologies,Inc. LO Europe Latin America 28320Gallardon,France 540E07falnep2ntla,Mexlco n Tel:+33237334728 Tel:011-52-55.26990400 �'0 f 60 h o3o EBo�EL%SON. �' Ln ij ..r�=r •s E��CEIa.SflN• D450'214101ZaMay:010 irrcwrt7ro[m WtanagentertRe ulator ie dvlo7ogtes.lne AG dgTb reserved, 90 00 Ln Prtnted in Elie USA lei a7red Mtmal Rslur.Emersar Procex Mznaganmt.and 3,e Erri o process M2r49emmt dtjtw are mats of ors el t!¢Ernerwn Prrzess Mcngemcrtgrap oroxnpanl .NI other marks are tlx pmperty of thetr respecdx ownem - i• li • j � 2 3 r j .r Jet Bleed Internal(MValves target speed - >Pf ev+Fls e of openingchallenges comn�or+ly encountered in ,t, , the operation of internal valves. Enlaryed bleed —� � .!! ports provide faster equalization of tank pressure and downstream line pressure,giving a faster - ° -,. , quick val%,e opening. Valve is held closed permitting As the actuator moves the oke T qual equalize quickly with f't?Slx),t�r nk and downstream volume tn. �_ for operating lever tomjd pressures a tight seal by both tank P 9 • A{icrrjs operator 3 to be rnore effiCteflt t pressure and the valve's closing rapid equalization occurs the Jet Bleed Internaln�'Valve ' through the enlarged bleed trim and the main poppet Reduces poient+aI for darna a c�useed by c opens. g , spring. ports. running pumps dry ` ^tl'r?c 7r1s 5� Nu—, t • lrr3proved -ar'!;t`_ ,:'•= i:,i r t; l` 71 r -'.' ii Maiiitenonce _ Newly redesigned stem provides a smooth interface with the poppet delivering Newfeatures have been added to thejet Bleed InternalTMValvetrim: exceptional wear performance and �--� extended valve life. o New Jet Bleed IntemalTm Valve trim sets are .� interchangeable with current Fisher Valve Ll products" _ I Fisher C Series Internal Valves have long been known U Simple Design-No filters to change or it - for reliability,the Fisher Jet Bleed lnternalT"'Valves external equipment to maintain - " carry that tradition forward. All stainless steel trim construction Stainless steel hex head bolts I = a Spring loaded TFE stub shaft packing O O Wrench/Vise flats added to the main Removable cam&gland housings poppet i TFE wear pads at critical pointsQ) f 0 RulonT""bushings® *Trim sets are not Interchangeable wltliC404valves. /p,y1Cac.� • Repairable seats oed la � Open `. Op(',fl - n t7 n ro 1? 0 to i 'nrne to rtpl�ILe � let Eiieed tnte oaf" Technology .. •� athess _ --- Manual Air-Close Air-Open&Close It I Ai�~_I Actuator._ ActuatoreO1 Actuator -1/4"NPT: N550-10 N550D�0 N550A10 "NPT: N550-16 N550D16 N550A16 "NPT: N550-24 N550D24 N55OA24 EN =a�-. ID i Coming soon - o _ J w't nappy JOE , eat Disks �'� z.• tandard disc and 0-ring material is Nitrile. L,z'�° ° itonm and Kalreza available. ro ►peration Methods: Cc IQ ri lanual/Cable Pull Standard(add P164A) ^V' it Close P327D Actuator ir0pen-Close P539AActuator ^ Vith the most complete line of LP-Gas Equipment 1 the industry,our worldwide distribution network lcludes an experienced sales and support team �t> onsisting of more than 2,000 technical experts vailable to serve you from nearly 200 offices t . * I ,ON& h roughout the world. For product integrity,reliability, ,,,., nd performance-and a level of support no other u lier cane equal-call on Emerson to hel ou meet _ .� . PP q Py ven your toughest challenges. 1e1060eeeo®moo®©®®s�oa®®��®lam®os00w0eoo©© 'P-GasEquipment UP-Gas Equipm ent rmersori Process Management Emerson Process Management iaou!--cw7echnologies,Inc. Regulator Technologies,Inc. � N Borth Arnerica Latin America NcKinne y,Texas 75069-1872 USA 54080 Tlalnepantla,Mexico rel:1-8D0-558-5853 Tel:011-52-55-26990400 )utside U.S.1-972-548-3574 T ' Y :P-Gas Equipment � Emerson Process Management °^„ 4egulatvr'rechnologies,Inc 3sia-Pacific (D gngapore,Singapore 128461 *M rel:+65 6777-8211 :3`n - =o 1 _ 1 00 S02MO120 My 2010 En.crash—Lt-5—t 49 T 1M 1_-O4 hGAA rktlround?eNvdtnWLLSA. 00 tMlk••r hvFinmwD,.e,s,flsru�,.ol,t.andthc Unma,r,ue,s11w5mert Eniyl urrnale o}axeFt.4Emasm w y9 ��•-�' CMMaltgseest9l^W erroRVzd .ARatharwArls wateprV"dtt*Mp CtM August200T Type N550 Vype '�Al 550 Snappy Jcar Emergency ShLft f `Vr&va f . i CPA 0 Q INLET PRESSURE �r FISHER' E M E RS O N.- Process Management PER1=nRMAIli ' 'AL.0 Closed Position-Pressure During Opening-As the handle is Valve Opens-As the l Fisher*'Snappy JoeTm Emergency Shutoff differential formed between upstream lifted,the small poppet opens a bleed pressure in the downstream i. Valves FSV have been reliably serving and downstream piping. port allowing pressure to bleed from the piping approaches that of the - ( ) Y g upstream to downstream piping. upstream,the force acting generations of customers in the LP-Gas = against the handle reduces Industry. The original shutoff valve is - - j-- and allows valve opening. preferred for its: Rugged Construction • Ease of Maintenance f I, L l;{ / �� l .: ►�� / ' , Full-Port Flow Performance _ 1`a" Range of Material Options - ;. Nr I'�+ Integral 212'F Thermal Fuse Unk Reliable Release Latch - i� Low Cost of Ownership .....................�JJ......._... ... .......... I • u06i GG01GOVO0y 04v.oO�ont.u.Jo.o00.Ja.J�oJV VO�vv a..YOOV OOOOOpO � i-;rly? � 11 N E14V FE AT R The gland packing of the N550 and G200 back check • Enhanced Packing Design a valves has been redesigned to Provide an improved • New Gauge Port seal for high cycle opening and closing life. The Fisher ESV features a new,enhanced c NEW FEATURES 1 - packing design,gage(reliefport,and air Superior Gland Seal Geometry with 0 ring O operator/valve combination package which • Optimized PTFE Chevron Packing O 4 is unlike any other i e in the indu stry, New Design Permits a Wider Torque Range ' on the Retainer Bolts for a Consistent Seal and 1; R i Smooth,Dependable Valve Action 0 ° i FLDW p� F� 1 �, g Kit available to retrofit your current N550 with i �� `` `'` ` ' "� this new gland geometry The N550 is designed to give the maximum full-port flow available for a given piping rl 'y" �i;:> ;`.:c' ` ' �. ;Y ii 'ZFTC This design is fully compatible with existing N5 50 ESVs. diameter. Stainless Steel Trim Parts ° Heavy Duty Spring To Close Design conain9 soen • UL-Listed Design Z atlas 1 I j� I f ' ............�a00000eo. •vuooe............. ............ o._.............. .......00.................. uee000�cenaae•oanauva u nli - I —-) -- •_ f �� ^r ,,• • '.� c H."fi ta1�x✓ d E n gy'�•. RPI P,Tn4 _ � � s�,.u�ysl^o��:5's��J��:60i�b•'n S�'aC��::J� .�l:..J'��:A�ataS`".',Lr.1fiC�:!.� ;I IDIm�R-- E ---�f' The Fisher P539A actuator is: ° Convenient 2 Bolt Gland Design for easy i — inspection and service of the land Designed with a force an le which extends valve P g 1 ,� ,° g 4 Bolt Flange 8 bolt-3-inch)for Inspection _ packing life and designed to exceed UL standards for 9 � p cycle life for an automated valve. of or replacement of seat M i --- Coming soon-The Fisher P539A,factory installed with _ �•. +f•4 0114 11C.9 X) ten, (fir I" I'll MI the N550,as a paired combination. The only such pair PROPMV MMGPM(Ipnln) in the industry. f � Applications ` `�' d Bulk Plant '` V Rail Car - �•, Specialty Gases The N550 is easily serviced with few parts. Stang Industries Inc. 915 1 MANUAL P:+1-951-479-9810 1 1 .1' F:+1-951-479-9810 sales@stangindustries.com 1.5"Station Monitor www.stangindustries.com Technical Data (Without Nozzle) All—h—A l.1.relative fo s[andartl conliguration t 1.5' Reach Chart ,ao r soo 1892 R10 10 120 y 110 100 -074 90 -120 PSI Vertical Horizontal so Clearance Clearance -100 PSI -BO PSI 70 0 50 100 150 200 250 300 350 ZU 510 13 1 483 Flow Rate(GPM) Factory Hydro Testing Pressure tested @ 300psig for a minimum of 5 mins ,.or *FI.0. Overview Features Stang's 1.5"Station Monitor is a manually Lock Knob Style Design Options Controls controlled water monitor that allows Corrosion Resistant Materials vertical al horizontal rotation.Horizontal Heat Treated Bronze Rotation Swivels Inlet &vertical motion is controlled via a tiller 1.5"NH Threaded Outlet Standard Per ANSI B 16.5 bar handle and the locking of both axes + Molded Handgrip for Rotation Operation Metric Per BE EN 1092-1 is accomplished via lock knobs on the Inlet Options Available . 1.5"NPT IM)or(F) "f Contact Stang for Further Info 2.5 NPT(M)or(FI swivels. Tiller Bar Extended Tiller bar This style of monitor is fabricated using Waterway Material (standard) heavy wall seamless steel or stainless steel 304SS Stainless Steel pipe at the customer's option.The welded Carbon Steel Israndardi Accessories single waterway design allows for an Finish efficient&performance enhanced flow. Stang Fire Red Our standard paint finish is'Stang Fire Red' (RAL 3000) • Customer Specified 26 1.5"Shapertip Nozzle 1.5"Fog Nozzle 1,5"Stream Shaper 27 (Pg.106) (Pg.106) (Pg.106) REVI5,ON5 NOTES: LTR REVISION GATE BY 1)DO NOT SCALE THIS DRAWING. A DITIALRELEASE Bsnsm K 2)BREAK ALL SHARP EDGES. s ADM DINS TO DRAVNNO ov„r„ Ds 3)ALL DIMENSIONSDISPLAYEDINPARENTHESES C I ADDED WCT SUFFIX OPTION ,2MI11 JD ARE FOR REFERENCE ONLY. 4)IF MONITOR DASH NUMBER HAS A SUFFIX SUCH AS EP MAKE SURE THAT THE MAJOR SUB-ASSEMBLIES HAVE THE 13 SAME SUFFIX. 13 2 - - 16 16 13 1 1 360.0`FULL O O ROT TION 16 15 16 13 O 6.00 13 1 10.63 2 9,02 • 16 (R14.29) 11 12 925309-41 925309-51 CONFIGURATION TABLE 115.0" %5309.1 MQtIITOR 2.50'STATION WIZ$-lS0WRF,SM-AB 925309.11 IfJOINITOR,2.50'STATION Wr3.D-15aw.STL-AB SUFFIX TABLE -25309-21 I MOf3TOR.250'STAIM W14.0-1500RF,S'(L-AB U530931 NOMTOR.ZW STATION WI6.D•15011RF.STL-AB DASH s DESCRIPTION 92530941 MONITOR 2.S0'STATION WIZ-5NPT(M),STL-AB 85.0,` (7.11) NO SUFFIX POWDER COAT sw+G RED 92530-51 NOC6TOft,2 -STATION Wr2.SNPT(F).STL-AS EP EPoXl COATSTARGRED SEE NOTE 4 P POLISKI)rss Ow 1 NORTOR.2W STATION Wr25-15WF.STL-AB / NP NOTPAtVfD 925309-71 NONTOR,2.SV STATION W13.0-1501IFF,STL-AB 26.03 WCT THREADED L nLET 925SS09.61 NONTOR 2.5W STATION W14.0.15WF.STL-AB WCT APO ADD SUFFIXTOREN s 925309.91 NOWM,2.W STATION W16.0-1509FF.STL-AB 45.0" 2 2 2 2 2 2 2 2 2 2 16 =629.1 Swma-02S / 1 , , 1 1 1 1 1 1 1 1 15 002562_- _IP.HANDALK PLSTC.MRGI4055 1 1 1 1 1 1 , 1 , 1 14 00853-1 AIE,ALUM ID 2 2 2 2 2 2 2 2 2 2 13 40155-71INTAKE- 0108.`SD-20UVF2A TND 14 1 12 INTAKE.2.S0'W25NPi(Fl.SS-AB 11INTAKE.25D'W725WT(M).SS-AB 1 _ - 10 25D'WaG-I50WFF FLG.STL-AB 3 1 _ _ 9 MAIE 2W WA0.15011FF FLG.SL'L-AB 1 B 02085.51 E ENTAIE.2 W WR.0.150IFF FLG STI.AB (10.33) PIN:925309-1. -61 4 , 7 4=206541 E INTAKE.ISMW2S15WFFMSTL-AB (11.51) PIN:925309-11,-71 , 6 ENTAKE.2WWFi.O.1SVRFFLGSTL.AB (12.0D) PIN:925309-21,-81 5 1 5 Sr BITAfE.2WW740.15OPRFFLGs7tAB (13.51) PM:925309-31,-91 1 4 102DBS-ll LVTAIE 2W Wra0-lS WRFFLG.STL-AB6 32085-1 VTAKE,2.WWaS-I50WRFFLG.STL-AB 925309 2119911 UPPER 2W STATIM SIL-AB 7 , 11208.11 LOWER 2W tR STLr4B -1 -suaTr. -woo -21/OTV. .611OTY. sUCTY. .41007Y. J110TY. -2vOtt. -Iljom .1/OTV. IfEMaPARTW TXNN -11 6 uNLMS OTHERWASE sPEG�o�AENswNs STANG INDUSTRIAL PRODUCTS s _ TOLERANCES 1250 RAILROAD ST. -3,I 10 XX°03 ANGULAR!1. �® CORONA,CA 92882 )=t.CID DO NOT SCALE DRAWING -61 TREATMENT Av/A MONITOR, 2.50"STATION -71 R -81 SEESUFFD(TABLE �'�'925309 STL-AB -91 S2E r�,�CAGEA 55822 -AWN Fx CK Rvst�q C .7 sn.�ew+.w..raa rs r.e.w Pwrr w eICaTW.'Mnrc.uo�a+.<+n,..•�+ua.a'b (V' oArE 03/1S/06 DESIGN �^L`- NTS 1OF1 w..t..»a»nN.i)da aadra.h a.w..ad a„yu naM oyN I,MM.ar Wt NOTES REVISIONS : I. DO NOTSGl1E7NIS DRAVAN4 REV. OESCR,PTlDN LA7E 8Y 2 SREAKALL SHARP EDGES. A 8"M RELEASE 09A)6100 EK 3. ALL.DAWVSIONS DISPLAYED IMPARENTHESES ARE F'OR REFERENCEOAEY. !. IF DASHNUMBER NASA SLFF06 NAXE SURE ALL MAJOR PART NUMBERS HAVE THE SAME SUFFDG Q (BASEBITAKE LOWER ELL 6 UPPER ELL) • S 1f.9T/FNOTOTHERVNSESPEC(FIED ON O. 4 FV.L 36(' ��// ROTATION O 5 7.43) (7.74 2 DASH NUMBER SUFFIXKEY 5 NO suFFix vwmR caAT STANG RED EP COAT STANG RED 3 4 10 9 P POLISH(SS O/ILY2 NP JVO PAINT FOR ALL OTHER VARIATIONS USE VCN R8.50 915050-1 915050-11 OONFIGuPATJON KEY AS -1 OMTOR.1.50'5TATI0N Wf.SNPTn STL-AB -11 OMTOfL 1.50'STA7fONWf.SNAT�,S7L-4B -21 OM70R tSV STATION WL50.150RRF.STL-AS 90 cr �1 ONlTOR 1.50'STATION W250-ISOM'.STL-AB -41 1.50'STATION W300.15ORF.STL•AB z1 0WOR.t-W STATTON W4.010-150tRF•STL•W -51 OR f.SC STA7TONW1.50.15d1FF,STl-/.8 S.t4 -71 TOR,I.STSTATION MSO-1500FF.STL40 .81 70R,LS0-STA77ON MOP150OFF.STL.AS -91 IWOMTOR.LSPSTAT/ONVW.Ml-W FF.SM-AB 1I IO09.61 PASE JNTAKE 1.507.0.I5WFFFLG.STL,AB 40.0' 1 - I 16 51 EINTAKE 1.50 m5-ISWFFFLG.STL--" - 15 1 EINTAW-1.50'NM.S15o0FFFLG.STL-A8 1 / (aa11-31.-41-71 a-al (a31( _ = f! £IMAKE<1.50'W71.0.150gRF FLG.S7L-AB -51 S-91 1 13 2 -LL 1 c WTAKE 1.50'W13.&15WRF FLG.SX-AB 1 a 39-it EIMAKF-1.50-NO2.S1500RFFLG STUAB 11 1 IBASE(MAKE 1.50'WA.S-1,,mRF FLG.sm-AB I 1 I f0 97 IBASE DRAKE!SC WYI.SNP7(FJ.SS-A8 2 __ - 9 IBD204381 VASE-_ !MAKE 1.50'VOI.Swrm.SS-A8 1 1 1 1 1 7 I - B Ot507 --!MAKE 7..SPYp1.5NPT .SS-AB ' _ O(920 IsieG s Lst cam 915050 1 1 1 1 1 7 1 8 0025B-2 1GR/P.HA/ID.BLKPL5TC.8RG14053 2 2 2 2 2 2 2 2 s 103828-r WVELIOT.1s NML 'f 1 2 2 2 2 2 2 2 2 2 2 4 1011283 16 O8.W& UIY.BLACK PHENOLIC 1 1 1 1 1 f f 1 1 1 3 1301-11 t.UPPER 1.SP STATION.STL-AB _31 1 1 1 1 1 f1 1 1 1 1 2 1292-11 JELL LOVER I.W LR.SYLa1B �1a I - - - _ - I 1 2039-71 SEINTAKE 15V NPt.0.15WFFR.O.STL-AB -51 9 'woryY -8f,.TY. -7f/OTY. -efAg7Y. -StfOTV 1f�'J TY. J110TV. -2f.01Y. •1fA7TY. .110TY. ITEU NO PARTII SCRIPTIOIY UNLESS OTHERWISE 10 —61 SPEC�9�DDO&NSIONS MMES ' STANG INDUSTRIES INC. 12 OECINALS ANGULAR - 'l•RQ _81 13 .XX ±D3G ir• CORONA,CA 92982 —91 Do NOT SCALE DRAW WG " "`"""" AVA MONITOR, 1.50"STATION SEESUFFDCKEY -uo� AVA K'BER 915050 STL AB :v1LLT .1 SSB72 owa�" � c�u ns_vscw A 11y"f..vwna.d 4y1.t"dMM Mnh Y fJ+P�W A' .o+OMM4r FLN1^M�1.M lY adw rdb ■ OntC C[SA1 6GN.E s"[Ei ��>�r..►a...wer.r�..� ■`/� 09/05ros 1:4 1 OF 1 2.25" A FRONT B 3.25" A ESV B ESV \ - ESV G 0 } �fl 0 A 1.75">p ESV BA 3.25 �r B Cr z B _o 291 2 if I B ESV (IV-) /VAPOR LIQUID l\L� LICUID \. �V �u S PUMP./ �- { G' ..' \� tt B BCr A3.25" ='a - _ BYpass Line VALVE B=Ball valve IV=Internal valve G=Glove valve ESV=Emergency Shutoff valve A=Acme S=Strainer �� FLEX LINE T'aP Pit OR- 56,E P Pit I =65.5" Mimimum web height= 6„ 3 3/8"weld53 IAI QT r 127 h 40 pip At. J�____l r 1 i i C3 c i'J E 6`iO3 �r ;78 �. • --,�.•.•f •fix. °�{' y •-_ i 1" l 4 ', •_' at , 5•'V � 1j, J;1 �J'_�a�'a�i�'iy�y�� —^—•(�'� ` r'.t�,• d�Ma, f` \ i i,a� 7 Np1._i� 4-y,�;/�+�{ •'Z - r n a �� N F�QC r1 > r ")�-��"�a('g e •:`+v� •�`r>'- �Jl .:.f PA % +` �"0''' a C*-s��° 1�``'� .•._tea./ c' �`"'�+..� �" c % 'L•. _ 'f �" f "a�U _ f` Lei•' p, �� 1�`� `I•s 4 ��4 i.0 / ^V a/Ii .' 1 1.. 1�'�L} '� f��s.• •�H""ice•� �,f 'a� -----• _. r I.''fit 1 Sr t•a� .� �� -> ': � +•.a `1 •.Y�sf•�i ;ITS •' [a'J ~�i v ��..J r CALHOUN TANK AND SERVICES,INC. 3320 LINCOLN AVE.E. SUITE C j TACOMA,WASHINGTON 98421 Office Ph;2DS-870-0802 Fax.253-276-0691 garytankdoc@aal.com 46 1 @ 3JA" -� to Weight of two heml heads-7,255 Lbs. Shelf Wt.=41,245 Lbs. Total mat'l weight=48,500 Lbs, Heml Heads water cap=5,088 gal. 's' ' ®�� Shell water cap=24,947 gal. Total water cap=30,035 gal --- - If product Is propane,thtypropane weight is fi'f8,16 Lbs. If product Is propane,tank marl+propane weight=164,916 Lbs. 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N m 3I po Ro 33.E a � H c3 mo �.N� � o act 3 o m^ m8 m m > > aN m s a' Qp �cm�o Z -1CD 9 a y 3f° � mm�m �tnv �a m � oofm �. —� � �� d m m m_,o-� - o- v co w d p o N �o =oe N f Si - co 3m f E 5' Z m wx a 7 p to a-"o AWN a 3 0. n rF cS ? D 0 m coi 1a! m a }`.''c o .Z7. 7 �_j ° �' 7 1 74 ihT _ _ ur ° ?? 3 (71 (A (A (Si CT v 110 a --4d g IF oa � O o 47, 9 ° ao c Ia _ 'o ' � 3 pp d ro CL ~' n� a — 'O CCp AN cl1 Oo �! W :. �ZI?i 8 Qw d n 0 V1 2-inch NPT C477-16 2-inch NPT Tee Body: C471-16 - 3-inch NPT: C477-24 - w Xrn 3-inch NPT Tee Body: C471-24 3-inch Single Flange: C484-24 :• r o� 3-inch Double Flange: C483-24 � 1 ION' > >0 � � /nternal,11a/ve Seat Disks r._, rn Standard disc and 0-ring material is Nitrite rt 1O �c Neoprene,Viton®,Teflono and Kalreg available for :;� 00 most types, Excess Flow Springs M 2-inch Valve: 105,150, and 250 GPM 3-inch Single Flanged: 160,250, and 400 GPM 3-inch Double Flanged: 160,265,and 400 GPM 3-inch NPT: 160,265,375,and 465 GPM _ With the most complete line of LP-Gas Equipment in the industry,ourworidwide distribution network ` '''' includes an experienced sales and support team consisting of more than 2,000 technical experts C483 available to serve you from nearly 200 offices throughout the world. For product integrity, reliability,and performance-and a level of support no other supplier can equal-call on Emerson to help you meet even your toughest challenges. 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 a 0 0 0 0 0 4 ` •).. r� s LP-Gas Equipment LP Gas Equipment 4 R Emerson Process Management Ermrson Process Management C484` � 4.culater fe_nnologies,Inc. RegulziarTe>hnolagles.Inc. s o.r 4., North America Asia-Pacific ' McKinney,Texas75069-1872 USA Singapore,Singapore 128461 Tel:1-800-558-5853 Tel:+65 6777 8211 0 outside U.S.1-972-548-3574 2 C477 LP-Gas Equipment lP-Gas`qui;rttent o Emerson Process Management Emerson Process Management ro r Regulator Technologies,Inc. Regulator Technologies,Inc. LO Europe Latin America 28320Gallardon,France 540E07falnep2ntla,Mexlco n Tel:+33237334728 Tel:011-52-55.26990400 �'0 f 60 h o3o EBo�EL%SON. �' Ln ij ..r�=r •s E��CEIa.SflN• D450'214101ZaMay:010 irrcwrt7ro[m WtanagentertRe ulator ie dvlo7ogtes.lne AG dgTb reserved, 90 00 Ln Prtnted in Elie USA lei a7red Mtmal Rslur.Emersar Procex Mznaganmt.and 3,e Erri o process M2r49emmt dtjtw are mats of ors el t!¢Ernerwn Prrzess Mcngemcrtgrap oroxnpanl .NI other marks are tlx pmperty of thetr respecdx ownem - i• li • j � 2 3 r j .r Jet Bleed Internal(MValves target speed - >Pf ev+Fls e of openingchallenges comn�or+ly encountered in ,t, , the operation of internal valves. Enlaryed bleed —� � .!! ports provide faster equalization of tank pressure and downstream line pressure,giving a faster - ° -,. , quick val%,e opening. Valve is held closed permitting As the actuator moves the oke T qual equalize quickly with f't?Slx),t�r nk and downstream volume tn. �_ for operating lever tomjd pressures a tight seal by both tank P 9 • A{icrrjs operator 3 to be rnore effiCteflt t pressure and the valve's closing rapid equalization occurs the Jet Bleed Internaln�'Valve ' through the enlarged bleed trim and the main poppet Reduces poient+aI for darna a c�useed by c opens. g , spring. ports. running pumps dry ` ^tl'r?c 7r1s 5� Nu—, t • lrr3proved -ar'!;t`_ ,:'•= i:,i r t; l` 71 r -'.' ii Maiiitenonce _ Newly redesigned stem provides a smooth interface with the poppet delivering Newfeatures have been added to thejet Bleed InternalTMValvetrim: exceptional wear performance and �--� extended valve life. o New Jet Bleed IntemalTm Valve trim sets are .� interchangeable with current Fisher Valve Ll products" _ I Fisher C Series Internal Valves have long been known U Simple Design-No filters to change or it - for reliability,the Fisher Jet Bleed lnternalT"'Valves external equipment to maintain - " carry that tradition forward. All stainless steel trim construction Stainless steel hex head bolts I = a Spring loaded TFE stub shaft packing O O Wrench/Vise flats added to the main Removable cam&gland housings poppet i TFE wear pads at critical pointsQ) f 0 RulonT""bushings® *Trim sets are not Interchangeable wltliC404valves. /p,y1Cac.� • Repairable seats oed la � Open `. Op(',fl - n t7 n ro 1? 0 to i 'nrne to rtpl�ILe � let Eiieed tnte oaf" Technology .. •� athess _ --- Manual Air-Close Air-Open&Close It I Ai�~_I Actuator._ ActuatoreO1 Actuator -1/4"NPT: N550-10 N550D�0 N550A10 "NPT: N550-16 N550D16 N550A16 "NPT: N550-24 N550D24 N55OA24 EN =a�-. ID i Coming soon - o _ J w't nappy JOE , eat Disks �'� z.• tandard disc and 0-ring material is Nitrile. L,z'�° ° itonm and Kalreza available. ro ►peration Methods: Cc IQ ri lanual/Cable Pull Standard(add P164A) ^V' it Close P327D Actuator ir0pen-Close P539AActuator ^ Vith the most complete line of LP-Gas Equipment 1 the industry,our worldwide distribution network lcludes an experienced sales and support team �t> onsisting of more than 2,000 technical experts vailable to serve you from nearly 200 offices t . * I ,ON& h roughout the world. For product integrity,reliability, ,,,., nd performance-and a level of support no other u lier cane equal-call on Emerson to hel ou meet _ .� . PP q Py ven your toughest challenges. 1e1060eeeo®moo®©®®s�oa®®��®lam®os00w0eoo©© 'P-GasEquipment UP-Gas Equipm ent rmersori Process Management Emerson Process Management iaou!--cw7echnologies,Inc. Regulator Technologies,Inc. � N Borth Arnerica Latin America NcKinne y,Texas 75069-1872 USA 54080 Tlalnepantla,Mexico rel:1-8D0-558-5853 Tel:011-52-55-26990400 )utside U.S.1-972-548-3574 T ' Y :P-Gas Equipment � Emerson Process Management °^„ 4egulatvr'rechnologies,Inc 3sia-Pacific (D gngapore,Singapore 128461 *M rel:+65 6777-8211 :3`n - =o 1 _ 1 00 S02MO120 My 2010 En.crash—Lt-5—t 49 T 1M 1_-O4 hGAA rktlround?eNvdtnWLLSA. 00 tMlk••r hvFinmwD,.e,s,flsru�,.ol,t.andthc Unma,r,ue,s11w5mert Eniyl urrnale o}axeFt.4Emasm w y9 ��•-�' CMMaltgseest9l^W erroRVzd .ARatharwArls wateprV"dtt*Mp CtM August200T Type N550 Vype '�Al 550 Snappy Jcar Emergency ShLft f `Vr&va f . i CPA 0 Q INLET PRESSURE �r FISHER' E M E RS O N.- Process Management PER1=nRMAIli ' 'AL.0 Closed Position-Pressure During Opening-As the handle is Valve Opens-As the l Fisher*'Snappy JoeTm Emergency Shutoff differential formed between upstream lifted,the small poppet opens a bleed pressure in the downstream i. Valves FSV have been reliably serving and downstream piping. port allowing pressure to bleed from the piping approaches that of the - ( ) Y g upstream to downstream piping. upstream,the force acting generations of customers in the LP-Gas = against the handle reduces Industry. The original shutoff valve is - - j-- and allows valve opening. preferred for its: Rugged Construction • Ease of Maintenance f I, L l;{ / �� l .: ►�� / ' , Full-Port Flow Performance _ 1`a" Range of Material Options - ;. Nr I'�+ Integral 212'F Thermal Fuse Unk Reliable Release Latch - i� Low Cost of Ownership .....................�JJ......._... ... .......... I • u06i GG01GOVO0y 04v.oO�ont.u.Jo.o00.Ja.J�oJV VO�vv a..YOOV OOOOOpO � i-;rly? � 11 N E14V FE AT R The gland packing of the N550 and G200 back check • Enhanced Packing Design a valves has been redesigned to Provide an improved • New Gauge Port seal for high cycle opening and closing life. The Fisher ESV features a new,enhanced c NEW FEATURES 1 - packing design,gage(reliefport,and air Superior Gland Seal Geometry with 0 ring O operator/valve combination package which • Optimized PTFE Chevron Packing O 4 is unlike any other i e in the indu stry, New Design Permits a Wider Torque Range ' on the Retainer Bolts for a Consistent Seal and 1; R i Smooth,Dependable Valve Action 0 ° i FLDW p� F� 1 �, g Kit available to retrofit your current N550 with i �� `` `'` ` ' "� this new gland geometry The N550 is designed to give the maximum full-port flow available for a given piping rl 'y" �i;:> ;`.:c' ` ' �. ;Y ii 'ZFTC This design is fully compatible with existing N5 50 ESVs. diameter. Stainless Steel Trim Parts ° Heavy Duty Spring To Close Design conain9 soen • UL-Listed Design Z atlas 1 I j� I f ' ............�a00000eo. •vuooe............. ............ o._.............. .......00.................. uee000�cenaae•oanauva u nli - I —-) -- •_ f �� ^r ,,• • '.� c H."fi ta1�x✓ d E n gy'�•. RPI P,Tn4 _ � � s�,.u�ysl^o��:5's��J��:60i�b•'n S�'aC��::J� .�l:..J'��:A�ataS`".',Lr.1fiC�:!.� ;I IDIm�R-- E ---�f' The Fisher P539A actuator is: ° Convenient 2 Bolt Gland Design for easy i — inspection and service of the land Designed with a force an le which extends valve P g 1 ,� ,° g 4 Bolt Flange 8 bolt-3-inch)for Inspection _ packing life and designed to exceed UL standards for 9 � p cycle life for an automated valve. of or replacement of seat M i --- Coming soon-The Fisher P539A,factory installed with _ �•. +f•4 0114 11C.9 X) ten, (fir I" I'll MI the N550,as a paired combination. The only such pair PROPMV MMGPM(Ipnln) in the industry. f � Applications ` `�' d Bulk Plant '` V Rail Car - �•, Specialty Gases The N550 is easily serviced with few parts. CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:6320188th Avenue ICE Permit N:1071 Parcel N:31052200100500 Valuation:6000.00 OWNER APPLICANT CONTRACTOR Name:188TH LLC Name:Vanderyacht Propane Inc Name:Vanderyaht Propane Inc Address:6404 and 6320 188TH STREET NE Address:6811 Guide Meridian Address:6811 Guide Meridian City,State Zip:ARLINGTON,WA 98223 City,State Zip:Lynden,WA 98264 City,State Zip:Lynden,WA 98264 Phone: Phone:360-815-2450 Phone:360-815-2450 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC N: EXP: I.IC N: LXP: JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2012 STORIES: 0 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 0 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 1817. THIS APPLICATION IS NOT A PERMIT UNTIL.SIGNED BY THE.BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL.A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANT[-D. IBCI 10/IRCI 10. SALES TAX NOTICE:Soles tar relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded C' rlingto 1 N3101. Mad). Print Name Date Released By Datc CONDITIONS Adhere to approved plans.A closed Record Hearing was conducted and approved on 8/23/2016 for the installation of two 30,000 gallon tanks with the condition that the dry pipe water system be installed and the tanks are fireproofed as proposed. rHls PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO Br DONE ON PRIVATI-PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE-SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 824/2016 Building Permit Fee $173.02 8242016 Building Plan Review Fee $112.46 8242016 Stale Building Code Surcharge Fee $4.50 Total Due: S289.98 Total Payment: $0.00 Balance Due: S289.98 CALL FOR INSPECTIONS BUILDING(360)403-3417 Wbea calling for an inspection please leave the following information: l LB lsvrm r IRAIL i.all ................ 2JI.00 899.11 ---------- A.1 6ao* RON ..... .... GEE SUV744'r ........ .... . ....... .. ......... . ........... s GRAV L OrRr ............ ...................... .... ........................ ................ MP CL.141. ------- ... .. ...... ------- AM MOA IV R?WM Gue 'a 175-1 tT. �♦ 1 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:6320 188th Avenue NE Permit#:1071 Parcel#:31052200100500 Valuation:6000.00 OWNER APPLICANT CONTRACTOR Name: 188TH LLC Name:Vanderyacht Propane Inc Name:Vanderyaht Propane Inc Address:6404 and 6320 188TH STREET NE Address:6811 Guide Meridian Address:6811 Guide Meridian City,State Zip:ARLINGTON,WA 98223 City,State Zip:Lynden,WA 98264 City,State Zip:Lynden,WA 98264 Phone: Phone:360-815-2450 Phone:360-815-2450 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2012 STORIES: 0 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 0 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. A closed Record Hearing was conducted and approved on 8/23/2016 for the installation of two 30,000 gallon tanks with the condition that the dry pipe water system be installed and the tanks are fireproofed as proposed. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/24/2016 Building Permit Fee $173.02 8/24/2016 Building Plan Review Fee $112.46 8/24/2016 State Building Code Surcharge Fee $4.50 Total Due: $289.98 Total Payment: $0.00 Balance Due: $289.98 CALL FOR_INSPECTIONS _ BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon l 7� n I � w Permit Information Date 7/1/2016 Permit Number 1071 Project Name Vanderyacht Propane Inc Applicant Name Vanderyacht Propane Inc Applicant Address 6811 Guide Meridian City, State,Zip Lynden,WA 98264 Contact Bryan Vanderyacht Phone 360-815-2450 Email byaht@hotmail.com Permit Type Commercial Mechanical Site Address 6320 188th Avenue NE Valuation 6000.00 — Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Installation of two 30,000 gallon propane tanks Assigned To Kristin Foster Property Information Owner Information Parcel#:31052200100500 188TH LLC 188TH LLC 6404 and 6320 188TH AVE NE 6320 188TH AVE NE ARLINGTON,WA 98223 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# anderyaht Propane Inc JBryan Vanderyacht 360-815-2450 lbyacht@hotmailrCOM PPLICANT Review Date Type Description I Tar et Date Com leted Date Assigned To Status 7/1/2016 Commercial Mechanical 7/8/2016 Kevin Olander In Review Notes Date Note 7/1/2016 Permit includes Operating Permit application.KF Uploaded Files Upload File Date File 7/1/2016 3AT 10 PM 1071_Vandery acht Site.pdf 7/1I2016 3:47:10 PM 1071_Vanderyacht.Operatin Application.pdf 7/1/2016 3:47:10 PM 1071 Vande acht ApplLcqtio . df 7/l/2016 3:47:10 PM 1071 Vanderyacht Product Data. df COMMERCIAL MECHANICAL PERMIT APPLICATION Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS AND ALL OTHER INFORMATION OUTLINED IN THE MECHANICAL PERMIT SUBMITTAL REQUIREMENTS, IFAPPLICABLE. Type of Permit: New Installation F]/�,Replacement Alteration Project Address: 63ao 198-T� �}'Gh e , Z__ Parcel#: 31 p 5 da(o/O-� ,IrOU C� Project Description: a, �U GYb �,�/�At/ ��i9r 1,4ki�'-5 Valuation: � OCC) Owner: / gS TA'- G..I Phone M 3vld) 37G-1 a 3`l Address: �8/S 6u/�t),r_ /nt( ),, Al City: I_yAloe j/ State: JA44- Zip: Email Address: y/}Cka- (rD A67-11-W -/ 66 Contact Person: O� 114ly—ya,y1c� / Phone#:.�60 ��S/0) J Address: O r S �GLi�r ��/1 City: !�� )�� State: Zip: Email Address: Contractor Name: I l/ 7/ ! RUP1'I y 1 - Phone# ` 102311 Contractor Address: �6/ /�� ,D�i►� City: /ytl State: (/V19�Zip: 7— Email: \IR �GGn / Contractor License NumberA112,F SS �i/ Expiration: �J — �� ! Please indicate type of number of appliances: FURNACE CONDENSING UNIT GAS PIPING OUTLET BOILER HEAT PUMP(multi-split) UNIT HEATER CHILLER HEAT PUMP(mini-split) PAINT BOOTH COOLER HEAT PUMP(other) TYPE I HOOD AC(air cooled) HEAT REJECTION EQUIP TYPE II HOOD AC(water cooled) VENTILATION SYSTEM AST AC(evaporator) PACKAGED UNIT UST AC (VRF) DRYER OTHER I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will he in with the taws ul 'nd r ulatiort of the State of Washington. Date Applicants Signature Applicants Printed Name FOR STAFF USE ONLY JUN 2 7 2016 Perm It t Ac ed Amount Received Receipt# Date Received i f °�. OPERATING 0 PERMIT APPLICATION Department of Community&Economic Development City of Arlington-18204 59th Ave NE-Arlington,WA 98223-Phone(360)403-3551 Part I Applicant/Building Information Applicant's me: Applicant's Address: _ r Contact Perso 1f Telephone: r ' Address of Pr mises for which Operating Permit is requested: ..> f,•I ❑ Same as above ❑ Other(specify): l - '` �` Tax Parcel ED #: Current Occupancy Class: Part H Type of Operating Permit An Operating Permit is required to conduct any activity or to use any class of building listed below.Please indicate the pe(s) of Operating Permit(s)requested by checking each applicable box. (If you require assistance,or would like more information, contact the City of Arlington Building Department at 360-403- 3551.) 1/," ®Manufacturing, storing or handling hazardous materials in quantities exceeding those listed in the Fire Code (see Appendix A.)Identify the materials and quantities and describe the manner in which the materials will be manufactured, stored or handled(attach additional sheets if necessary): Revised 4/l/ �8 Page 1 of 4 Part H(cont'd) ❑Conducting a hazardous process or activity, including,but not limited to, any commercial or industrial operation whit h produces combustible dust as a byproduct, fruit and crop ripening,waste handling, spray operations, high-piled storage(see Appendix B.)Describe the process(es)or activity(ies)to be conducted(atiach additional sheets if necessary): _. ❑Use of p otechnic devices in assembly occupancies(see Appendix C.)Describe the devices to be used and type of event(attach additional sheets if necessary): 2bovegro nd Storage Tank(AST) (see Appendix D) ❑ Re oval ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Permanent tank closure Briefdescription: �� ❑Underground Storage Tank(UST)(see Appendix D) ❑ Removal ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Permanent tank closure Briefdescription: ❑Tempor Membrane Structures, including tents and canopies(see Appendix E.)Brief description of structure and use: Cc:Fire Def artment Page 2 of 4 I I Part H(cont'd) ❑ Special Event Operating Permit-An Operating Permit is required for any special event that takes place within an occupied building,or an outdoor mass gathering,which is outside the scope of the permitted use (see Appendix F.)Brief description of type of gathering proposed: Part III Premises/Building Information 1. Date of last inspection of Premises: 2. Has a Ce ificate of Occupancy been issued for the premises?❑Yes ZrNo Type: 9 Permanent❑Temporary Date of Issuance: 3. Are there currently any open Building Permits associated with the premises? ❑Yes �o If yes, please describe(attach additional sheets if necessary): 4. Additional Comments: _ SIGNATURE, OF APPLICANT I herby certify that the foregoing information(and all information in attached sheets, if any)is true and complete. f. � ^.. ' Date Signature o Applicant or Authorized- presentatives Signature Name and itle(if applicable) of person signing Application(Please print) Cc:Fire D partment Page 3 of 4 Part IV To be completed by the City ofAr•lington Building Department Inspection R�quired: ❑Yes ❑No Inspections PI rformed: ❑Yes ❑No Date of Inspection: Tests or Reports required verifying compliance? ❑ Yes❑No If YES,have'Tests or Reports been received? ❑ Yes❑No Application(s)n Approved: ❑ Yes ❑ No I Operating Pe it Issued by: Date Operatirig Permit Issued: Date Operating Permit Expires: Type/Description of Operating Permit: Conditions o�Operating Permit(list conditions here AND in the space provided in the Operating Permit): Additional C�mments: (Attach additional pages if needed) Ce:Fire Department Page 4 of 4 FIRE SAFETY AND ANALYSIS Tank Manufacturer Atlas Tank Year 1973 Serial Number ST-1393 Gallons 30,000 gallons These u its are built to NFPA 58 2011 code They are built to 5 to 1 safety factor 250psi 650 degree F 30,000 g Ilons Internal valve C47716 250 and 150 Relief valves(3) H282 250 psi Pneuma is system is installed on all valves In case of fire or truck pull away system will shut down Manifold with 18" brake away emergency shutoff Electric motors are explosion proof built to UL code Received JUN 2 7 2016 l l0"►1 4 � Received JUN 2 7 2016 tr k(ul'a v —Y r L 4e, f;tjp,.w(- 4'il) 75 cl i CT DATA SHEET 'RIGI A Contego Original Formula Reactive (� ;, Approved Fire Barrier Intumescent (RFB) E a �. -- _ No CF5303 General Description: Contego Original Formula Reactive Fire Barrier Intumescent(RFB)is a full-bodied latex,single component coating designed to protect a wide range of building materials including structural steel,aluminum,dimensional lumber,manufactured wood products,trusses,drywall,spray polyurethane foam insulation,HDPE wall panels,concrete,plaster,solid core doors and more.The product may also be used for conduit,decking and cladding.Refer to our architectural specification for more details.The classic version of our original formula is perfect for spray polyurethane foam insulation because of the highly variegated surface,orfor applications where you have to use a brush or roller to apply, Technical Data: Color White Specific Gravity 1.32 pH Range 8.0-8.5 Weight/Gal 11.0 Ibs(5.0 Kgs)* Hazardous Ingredients N/A Volume Solids 58.0%(+/ 2%) _ Weight Solids 60.0%(+/-2%) - Viscosity 10 K cps(+/-10%) Flammability Not Flammable VOC.(LESS WATER) .01 GRAMS/LITRE(Nil) `Does not include weight of packaging. Application Conditions:Contego Original Formula(RFB)is designed to be applied by roller,brush or spray application.Contego Original Formula(RFB)should not be applied when the relative humidity exceeds 80%or the surface to be coated is less than 50'F(10'C)or less than 15'F(9'C)above the current or forecasted dew point. The product is best applied when ambient temperatures are between 50'F (10'C)and 95'F(35'Q.Application at temperatures below 50'F(10'C)can result in poor film formation.Application at temperatures above 95'F (35' C) can result in runs and sagging when applied to recommended thickness. Once applied and cured, lower or higher temperatures should not be a problem. On combustible substrates such as dimensional lumber, manufactured wood (Oriented Strand Board,Particle Board,Plywood,etc.),polyurethane foam,and drywall(GWB)a primer is not required but may be useful if; Dimensional Lumber The wood is very old and/or dry and would likely absorb too much of the Contego coating. Manufactured Wood The substrate is very old and/or dry or if the resin content is unusually high. Polyurethane Foam The foam is soy-based or made from other organics that emit a vegetable oil. Drywall(GWB) The drywall has been previously painted with oil-based(alkyd)paint or if you're not sure. On structural steel and other metals such as aluminum,copper,brass,or composites,-a primer is always required. No exceptions have been observed regarding what kind or brand of primer can be used. Even inexpensive shop primer has shown no incompatibilities. However,doing a test patch is always recommended with any new combinations of primer and our product since it is impossible to have tested every product from every manufacturer.SEE Application Instructions at www.contigointernational.com. Drying&Cure Times at Standard Ambient Temperature and Humidity:Aswith anywater-based acryliclatex coating,drying time is always a function of ambient temperature,ambient humidity and how thickly the coating was applied.However,at 60T(15'C)with a relative humidity of 70%,a 20 mil(500µ)wet coat should be dry to touch within 3 hours,completely dry in 6 hours and dried hard enough to handle in 8 hours. While our specifications call fora 72 hour cure time,the product is active as soon as it is hard dried. DO NOT apply additional coats until you are sure the underlying coats are completely dry. Applying additional coats on top of product that still has moisture may cause the finish to crack and,if enough moisture is trapped under a surface film,the entire finish may delaminate and fall off.Top coating is recommended and permitted after the total number of required thickness of Contego has been applied and completely dried.SEE DRYING and CURING TIMES atwww.contigointernational.com. Product Advantages: Contego is Truly •Exceptional protection from heat and fire. Non-Toxic! •Smooth,thin,architectural grade finish. •Top coat with a wide range of paints including alkyds,acrylics,epoxy or polyurethane. n •Nontoxic,nondermatic and noncarcinogenic acrylic latex. •Can be pre-applied to steel and other materials during fabrication and is easy to.. r " •May be sprayed,brushed or rolled. No special equipment is required. Any q0,1 contractor can apply it. •Interior or exterior application(use on exterior grade top coat for exterior appl •Economically priced. •Fast drying and curing times. ; •Cleans up with soap and water. •24 month shelf life.Does.n R be periodically reapplied. I W_I• ' PRODUCT DATA SHEET CONTINUED Contego Original Formula Reactive 0010O Al Fire Barrier Intumescent (RFB) Required Coating Thickness: Current recommendations are a maximum wet film thickness of 20 mils (500µ), drying to 13 mils(3254).Contact a qualified Contego representative with further questions.The big advantage is impressive savings in application and labor costs and time. For structural steel applications, refer to our Product Planner to determine required thickness for various substrates,densities and required ratings.Contact a qualified Contego representative with further questions. General Guidelines for Coating Thickness Requirements: Dimensional Lumber-Up to 2 hours depending on the size of the wood and the thickness of Contego applied.(20 mils/5001i dit) Manufactured Wood-Up to 2 hours depending on the size of the wood and the thickness of Contego applied.(20 mils/500µ dit) Polyurethane Foam-Meets the 15 minute thermal barrier requirements of IBC-2603 (15-20 mil080-500µ dit) Drywall(GWB)-Contego adds 55 minutes to any type of GWB. (15 rnils/380µ dit) Structural Steel-Contego provides up to 3 hours restrained depending on the W/D,Hp/A or A/P of the steel and the thickness of Contego applied. (8 to 200 mils/200-5000µ dit refer to our steel calculator) Aluminum Columns have been tested for 2 hours. Aviation grade.025 panels for an estimated 4+hours.(20-50 mils/500- 1270µ dit) All applications are enhanced by 2S%to 32%when top coated with a finish coat of your preference. Test results are based on comparative performance with an oil-based alkyd top coat. Precautions: •Do not mix,thin or dilute the Contego product with water or other materials. •Do not allow the product to freeze, If frnzPn,the texture will be obviously different. Discard it. • Do not store at temperatures above 105°F(40°C)for extended periods of time. •Do not expose the product to rain,snow,dew or extreme humidity until a top coat is applied. Warranty: Contego products are warranted for ten years from date of application against material defects. Proof of purchase (store receipt and bar code from container)is required for warranty claims. Claims are limited to replacement of product only. The manufacturer accepts no responsibility for other losses or claims and the user waives such claims by breaking the seal on the container. Testing: Contego products are tested to a variety of standards including UL,ULc,EN,BS,ASTM, NFPA, UBC,CEN, ISO,and others by the best independent fire testing laboratories available. Contego uses Underwriters Laboratories(UL),Exova/Warrington, Intertek, Western Fire Center,Southwest Research Institute(SWRI),Guardian Laboratories,SGS/USTesting, KTA,Materials Analytical Services, MAGI and more. All labs are certified,accredited and audited. Test results are available online at www.contegointernational.com or can be obtained on DVD by contacting our customer services department or your local representative. Contact: Contego International,Inc.(USA/Canada) Todd Beehler (Finance,Accounting) PO Box 684 Chief Financial Officer Westfield,IN 46074 1013 Arthur St./PO Box 49 800-434-6444 Toll Free in the USA Rochester,IN 46975-2449 317-580-0665-Office 317-379-2843-Direct 317-580-0663-Fax 574-223-4442-Fax info@contegointernational.com todd@contegointernational.com Contego International,Inc.(International) International Partners: John M.Schwartz http://www.contegointernational.com/international_distributors.html Dir.,International Operations www.contegointernational.com 317-966-2189-Pacific http://www.facebook.com/pages/Contego/l67681133258008 Facebook john@rnntPgninternational.com http://Www.youtube.com/ContegoFireBarrier-YouTube http://www.twitter.com/contegopaint-Twitter Effect of Vehicle Fires on LP Gas Containers Installed to AS/NZS 1425:2007 EnergySefefy 8 TEST FINDINGS A total of 11 automotive containers where tested from the 21 n September to the 51h November 2009 and the results are summarised in Table 8.1. Pressure and temperature profiles of the containers (where valid data was obtained) are also given, as is a description of the various BLEVE mitigation techniques. It may be noted that the results from Test 7 have not been Included as the pressure instrument line burst and the electrical connections to the recording equipment melted,giving spurious results. Test 10 has been omitted from the results below as it was a residential 45 kg upright container and is therefore outside the scope of this report. In these tests,where vehicles were burnt, their petrol tanks had been fully drained prior to the testing Table 8.1 below summarises the results and a description of the tests by container, with photographs in some cases given in Appendix A. Figures 8.1 and 8.2 show the pressure profiles on a long and reduced time scale, while Figure 8.3 shows the temperature profiles. Figure 8.4 shows the pressure—temperature profile and material strength limits, from which it is theoretically possible to predict whether a rupture will occur. It is:seen that the profile of container 11 crossed the "failure boundary" and did, in fact, suffer,a BLEVE approximately 64 seconds later. r.; Revision B - 22 - Effect of Vehicle Fires on LP Oss Containers Installed to ASi'NZS 1425:2007 EnergySafefy Table 8.1—Summary of Test Results Fitt Sub- Duct Pickup Intumescent Test Date Heat Input Manufacturer Compartment Construction Tube Paint Shielding BLEVE eo t 21/09/09 20°/b 1290 fiQJ/hr APA Aluminium Plastic No No No No 2 21/09/09 eO% 1200 MJ/hr APA Aluminium Plastic Ne N_ No tees 3 01/10/09 80% 1200 MJ/hr APA Manufactured Steel Stainless Steel No No No Yes 4 16110109 80% 1200 M Plir Manchester Manufactured Steel Stainless Steel Yes Yes, N No 5 16/10/09 80% 1200 Whir Manchester Manufactured Stainless Steel No Yes' No No Steel 6 26110i09 8045 1200 h.Uihr APA Aluminium Not Fitted No Yes No-• No=� 7 26/10/09 80% Vehicle Fire APA Aluminium Not Fitted No Yes No No" 8 26110109 80% Vehicle Fire Manchester Manufactured Stainless Steel Yes NC Yes Steel 90. 9 04/11/09 80% Vehicle Fire Manchester Manufactured Stainless Steel No Yes No No Steel 11 0411 V09 80% Vehicle Fire Manchester Not Fitted No*Fated No Nu Nc Yes 12 05/11/09 80% Vehicle Fire APA Manufactured Steel Stainless Steel No No Yes No On containers 4 and 5 the tntumescenl paint was not applied to the full specified thickness. "The pressure sensing line burst on container 7 rapidly decreasing the internal pressure. Rovision 8 - 23- Effect of Vehicle Fires on LP Gas Containers Installed to AS/NZS 1425:2007 EnergySafety All Containers-Pressure Recording OWWt .M@.' Aux&" O.P.. maCan " ErrryrSaMr 3000 CyUWW 3IBIEVE) 25002000 1 + I • I `�I cytmdor 12 lsos — _- Oomdrr rl IBLEVE; II 1 9 1000 Cydndor 4 500 — --— 0 0 200 400 600 .800 .,1000 1200 TlmO(Smnds) - Figure 8.1 —Pressure profile over 1200 seconds All Containers-Pressure Recording Dwsaw+d Cerr.rcr. FreprSs�y 3000 (;�.•rtCr 5 � 2500 Ao _ ;n.de,9102r `J M M limA �� g 15� low CyOrdtr It{ t.EVE) 500 C040r 4 Cy9nderl 11 I'll 0 0 so 100 ISO 200 250 300 350 400 450 500 T(=(Seconds) Figure 8.2—Pressure profile over 500 seconds Note:The Design Pressure of the containers and the Set Pressure of the PRV's is 2550 kPa- gauge. Revision 5 -24- Effect of Vehicle Fires on LP Gas Containers Installed to AS/NZS 1425:2007 EnergySefety All Containers•Temperature Recording awar+ro 4-1Vh.e.m A.W.e. 01M.-1 d coma. 900 �%sir I Cylinder 11(aLEVE) 750 —-— - 600 a 450 ~ i CYOnder9 cyarter 12 - ISO a 0 200 400 600 $D0 1000 1200 Time Mewnd.) Figure 8.3—Temperature profile over 1200�secorids Note: If the container held an internal pressure of 2550 kPa-gauge,the mean tensile strength of the material will be exceeded if the temperature reaches 6300C. Recorded Parameters vs Material strength 3000 .) Ii \ ` .Stress Rup11n0 XF400 Cylhlder 71 '. 2500 \ r Winder 11(BL E) " 20M Plastic Limit XF400 ISOO 500 0 0 100 200 300 400 500 600 700 a00 Temperature(O"C) Figure 8.4—Pressure—temperature profile and material strength limits Note: Container 11 failed approximately 64 seconds after exceeding the material tensile strength. Revision H -25- Effect of vehicle Fires an LP Gas Containers Installed 10 ASINZS 1425:2007 EnergySafety 8.1 Fill Level Test 1,in which the container was filled to 20%,with no other controls did not rupture, nor show any signs of distortion. Container 2, tested under the same conditions and heat rate with an 80%fill level ruptured and created a BLEVE. Further testing to determine the threshold value for a fill level which will produce a BLEVE was not conducted. It is estimated that fill levels between 60 and 80% are required to lead to ruptures and BLEVE's 8.2 Pressure Relief Valve Design The two types of containers tested (APA and Manchester) were fitted with different makes of PRV. In the tests these valves proved to have different characteristics (as well as some commonality)as can be seen below: 1. Inspection of figures showing pressure profiles (Figure 8.1, 8.2 or 8.5) indicate that both designs of PRV began to relieve (popped) at 2750 to 3000 kPa-gauge. This is higher than the designated set pressures (of 2550 and 2586 kPa-gauge respectively for the Manchester and APA PRV), as shown in Table 7.3. 2. Both designs had sufficient capacity to relieve pressure under the test condition. 3. With the exception of early "spikes", the PRV used on',the Manchester container generally controlled the pressure on average at 2100 to 2300 kPa-gauge during the active phase—that is before it commenced a sustained fall in pressure. 4. The PRV used on the APA containers controlled the:corresponding pressure at a somewhat higher level(average at 2400 to 2600 kPa=gauge). 5. The Manchester PRV cycled for 100 to 200 seconds before a significant drop in container pressure. 6. The APA PRV cycled for 500 to 800 seconds before a significant drop in container pressure Figure 8.5 shows the pressure profiles in terms of the PRV's used in the two makes of containers tested. All Conlolnora•Pressure Recording �,°,o�;,cam"'" itritl' C rtq J.MY 3000 APA CySndar 2"00— h i 1 APA Winder \\ IAPACTtnder — e 1500 - - — — Manchester Conder Monclastor C,tuNw 100D — Manchosler Cy6ndet MOndtOtOOr C$Mchu 500 -- - — 0 0 200 /00 600 ON low 12W Tbm Mccon") Figure 8.5—Pressure profile relating to PRV design Revision B -26- VTEC Lab o if j Tj c-, Commercial Testing & Research Facility SMALL SCALE ASTM E 119 FIRE TESTING FOR CONTEGO INTERNATIONAL, INC. ON 1/4" COATED STEEL PLATE WITH 1/2" FLANGE (VTEC #100-1737) TESTED: APRIL 7, 2003 April 9, 2003 Client: Contego International, Inc. 334 Greyhound Pass West Carmel, IN 46032-7007 Attn: Mr. Tony Scott Subject: ASTMI E119 Fire Endurance Screening Testing of one 14" x 14"coated 1/4" steel plate with 1/2"flange. SAMPLE DESCRIPTION: The sample was identified as follows: At the request of Contego Intemational, Inc., VTEC prepared a steel plate with a steel flange welded to the plate at a 900 angle down the centerline. The steel plate measured 8"x 6"x '/a" thick. The plate and flange were cleaned and primed with a suitable primer. It was then coated with a coating provided by Contego International, Inc. The coating was applied over a seven-day period with about 15 mils wet applied each day. The final dry coating thickness was 73 mils average. The coating was allowed to cure for three days before fire testing according to ASTM E 119. The specimen was covered on the unexposed side with two layers of 1"thick ceramic refractory insulation and one layer of 1"thick mineral wool to simulate total immersion in a furnace. DISCLAIMER: This test should be used to measure and describe the properties of materials, products or assemblies In response to heat and flame under controlled laboratory conditions. It should not be used to describe or appraise the fire hazards or fire risks of materials, products or assemblies under actual fire conditions. However, results of this test may be used as elements of a fire risk assessment that takes Into account all of the factors that are pertinent to an assessment of fire hazard of a particular end use. NOTICE: VTEC Laboratories, Inc. will not be liable for any loss or damage resulting from the use of the data In this report In excess of the Invoice. This report pertains to the sample tested only. Such report shall not be interpreted to be a warranty, either expressed or Implied as to the suitability or fitness of said sample for such uses or applications,as the party contracting for the report may apply such sample. VTEC#100-1737 CONTEGO INTERNATIONAL, INC. MOD.ASTM E119 PROCEDURE: The furnace used in this test measures aft x 3ft x 3ft. The outside construction is steel and the furnace is lined with a ceramic refractory insulation. The furnace dimensions inside the insulation are nominally 27" x 27" x 27". A single burner is centered vertically in the wall opposite the sample. This bumer is rated for 1.5 million Btu/hr and is of the flat flame or non- impinging flame design. Furnace conditions are monitored by three Inconel-sheathed chromel- alumel thermocouples. These thermocouples are positioned 6"from the face of the sample. A transition piece was placed on the front of the furnace that had an opening of 12"x 12"where the sample was to be placed. The sample was oriented vertically in the front opening of the furnace. The unexposed surface temperature of the sample was monitored by two 20-gauge type K, fiberglass sheathed thermocouples. The fire test was run following the ASTM E119 time-temperature curve. The endpoint for the ASTM E119 test on steel beams occurs when either all of the thermocouples on the sample reach an average of 10000F or any individual thermocouples on the sample exceed 12000F. RESULTS: At 8o minutes the average temperature of the exposed side under the coating exceeded 1000 F. (Although CH 1 exceeded 1200°F at 79 minutes, it should be noted that CH 1 and CH 2 were drilled completely through the steel plate. In an actual ASTM E119,they would have been placed at the mid point of the wall thickness. The other exposed thermocouple, CH 2, exceeded 1200OF at 82 minutes.} The average temperature of the unexposed side of the specimen exceeded 1000°F at 126 minutes, which was the endpoint for the test. The time-temperature data are contained in the following pages. ELECTRONICALLY TRANSMITTED ELECTRONICALLY TRANSMITTED SIGNATURE ON FILE SIGNATURE ON FILE Neil Schultz Amirudin Rahim Executive Director Technical Director CHI CH 2 CH 3 CH 4 CH 6 CH 6 CH 7 Specimen Specimen Specimen Specimen Furnace Furnace Furnace Average Average Time (Exposed) (Exposed) (Unexposed) (Unexposed) (Unexposed) (Furnace) (min) Temp.(oF) Temp.(oF) Temp.(oF) Temp.(of) Temp.(aF) Temp.(oF) Temp.(oF) Temp.(oF) Temp.(oF) 0 58 59 55 57 86 82 85 56 84 1 69 68 61 62 267 241 250 62 253 2 84 81 70 72 658 655 656 71 656 3 103 92 80 84 990 898 932 82 939 4 172 140 130 119 1018 962 991 125 990 5 210 178 159 143 1029 986 1012 151 1009 6 259 222 197 174 1059 1009 1028 186 1032 7 299 248 203 191 1122 1065 1100 197 1096 8 307 276 215 207 1214 1192 1177 211 1194 9 322 308 237 222 1296 1237 1261 229 1265 10 360 338 271 239 1339 1271 1298 255 1303 11 377 361 277 258 1353 1332 1344 267 1343 12 389 379 280 275 1372 1354 1363 277 1363 13 394 393 283 292 1389 1366 1372 288 1376 14 424 404 309 308 1401 1375 1386 307 1387. 15 447 414 32T 320 1408 1383 1396 323 1396 16 467 420 348 332 1420 1393 1403 340 1405 17 483 428 356 341 1428 1408 1416 349 1417 18 489 435 365 352 1439 1421 1427 358 1429 19 497 443 383 360 1468 1430 1435 371 1441 20 525 451 392 365 1476 1447 1459 379 1461 21 574 463 401 370 1481 1468 1476 386 1475 22 582 469 403 380 1486 1483 1487 392 1485 23 603 475 405 389 1492 1487 1497 397 1492 24 610 478 417 399 1499 1501 1505 408 1502 25 629 483 439 403 1503 1508 1514 421 1508 26 641 494 447 405 1606 1511 1523 426 1513 27 674 502 453 407 1511 1518 1534 430 1521 28 693 510 459 411 1624 1527 1547 435 1533 29 713 519 464 415 1535 1531 1555 439 1540 30 741 528 471 420 15" 1543 1560 445 1549 31 768 537 477 421 1550 1550 1587 449 1556 32 799 548 482 426 1553 1558 1574 454 1562 33 815 559 488 430 1561 1566 1579 459 1569 34 830 570 493 433 1566 1574 1583 463 1574 35 837 583 497 436 1571 1585 1591 467 1582 36 842 596 500 440 1579 1597 1697 470 1591 37 848 610 503 444 1585 1608 1601 474 1596 38 871 625 507 448 1596 1617 1606 477 1606 39 985 641 512 452 1599 1619 1611 482 1610 40 918 658 519 456 1605 1621 1617 488 1614 41 926 675 528 462 1607 1625 1622 495 1618 42 931 694 536 465 1611 1628 1626 501 1622 43 940 710 641 470 1617 1630 1629 506 1625 44 962 727 550 475 1622 1639 1632 513 1631 45 989 744 552 479 1628 1647 1636 516 1637 46 973 762 658 483 1633 1653 1638 621 1641 47 988 778 563 488 1635 1655 1641 526 1644 48 1002 793 560 492 1640 1658 1646 529 1648 49 1009 807 570 497 1643 1668 1655 533 1655 50 1013 822 575 502 1648 1671 1662 538 1660 51 1016 838 579 506 1650 1675 1670 542 1666 52 1022 852 584 512 1651 1678 1675 548 1668 53 1033 867 586 516 1656 1687 1678 551 1674 54 1040 881 588 520 1659 1689 1680 554 1676 55 1043 890 594 524 1666 1693 1681 559 1680 56 1059 910 600 531 1671 1700 1887 586 1688 57 1066 923 604 536 1672 1706 1692 570 1690 58 1071 937 609 639 1675 1707 1695 574 1692 59 1080 949 612 547 1681 1710 1697 580 1696 60 1083 961 617 552 1683 1712 1701 584 1699 61 1094 974 523 557 1684 1714 1706 590 1701 62 1106 985 631 562 1688 1716 1709 596 1704 63 1117 997 635 567 1690 1721 1714 601 1708 64 1121 1010 643 572 1695 1729 1718 607 1714 65 1126 1021 647 578 1704 1732 1720 612 1719 66 1133 1032 655 583 1705 1735 1722 619 1721 67 1138 1045 659 587 1709 1737 1728 623 1725 68 1145 1054 664 $95 1711 1738 1730 629 1726 69 1151 1065 689 601 1714 1741 1731 635 1729 70 1154 1077 676 604 1721 1745 1735 640 1734 71 1159 1088 686 611 1724 1748 1737 649 1736 72 1161 1100 693 615 1727 1750 1739 654 1739 73 1167 1109 700 622 1729 1751 1743 661 1741 74 1170 1120 705 627 1732 1759 1748 666 1746 75 1174 1132 708 631 1734 1766 1752 670 1751 76 1184 1142 713 638 1735 1770 1754 676 1753 77 1187 1151 715 644 1738 1773 1760 680 1757 78 1196 1162 726 649 1743 1776 1761 688 1760 79 1215 1173 740 655 1745 1778 1764 697 1762 80 1223 1181 753 661 1749 1781 1766 707 1765 81 1236 1192 765 666 1760 1783 1768 715 1767 82 1241 1201 772 671 1761 1786 1769 722 1769 63 1252 1210 790 676 1753 1787 1774 733 1771 84 1259 1219 800 683 1758 1788 1777 741 1774 85 1264 1226 805 688 1761 1792 1779 747 1777 86 1269 1233 812 694 1763 1798 1780 753 1780 87 1276 1241 818 701 1769 1804 1786 759 1786 88 1296 1249 826 706 1770 1805 1786 766 1788 89 1294 1256 838 712 1775 1609 1790 775 1791 90 1301 1262 842 720 1777 1810 1791 781 1793 91 1308 1269 844 726 1779 1811 1795 785 1795 92 1314 1276 849 731 1780 1813 1797 790 1797 93 1319 1281 853 739 1784 1814 1800 798 1799 94 1321 1287 858 744 1788 1815 1804 801 1802 95 1326 1292 861 750 1790 1816 1806 805 1804 98 1329 1297 866 753 1791 1818 1807 810 1805 97 1331 1303 872 761 1792 1819 1809 817 1807 98 1335 1307 880 769 1796 1819 1813 824 1809 99 1340 1312 885 775 1799 1821 1815 830 1812 100 1347 1318 891 780 1801 1825 1817 835 1814 101 1355 1322 895 786 1805 1828 1818 841 1817 102 1363 1329 903 792 1806 1830 1619 847 1818 103 1373 1333 908 799 1811 1832 1821 853 1821 104 1378 1336 914 806 1817 1837 1822 860 1825 105 1385 1341 921 811 1819 1839 1824 866 1827 108 1388 1347 926 818 1821 1840 1826 872 1829 107 1394 1353 935 824 1822 1841 1827 879 1830 108 1398 1350 940 831 1824 1844 1830 886 1833 109 1401 1361 948 838 1825 1845 1832 893 1834 110 1407 1365 955 844 1826 1848 1835 899 1836 111 1416 1371 963 850 1829 1850 1836 907 1835 112 1422 1376 971 858 1831 1852 1836 913 1840 113 1433 1380 982 861 1834 1854 1837 921 1842 114 1436 1384 988 867 1835 1855 1838 928 1843 115 1439 1390 996 874 1836 1856 1840 935 1844 116 1447 1393 1001 879 1337 1856 1841 940 1845 117 1452 1398 1004 886 1839 1858 1842 945 1846 118 1463 1403 1009 892 1840 1859 1845 951 1848 119 1455 1408 1011 897 1842 1860 1846 954 1849 120 1459 1410 1019 903 1843 1862 1849 961 1851 121 1466 1414 1023 909 1845 1862 1850 986 1852 122 1473 1419 1030 913 1847 1863 1852 972 1854 123 1475 1423 1039 920 1847 1863 1853 950 1854 124 1481 1427 1048 925 1848 1864 1855 986 1856 125 1484 1432 1055 931 1850 1885 1856 993 1857 128 1486 1438 1061 942 1852 1865 1856 1002 1858 127 1492 1441 1070 948 1853 1868 1857 1009 1859 128 1497 1446 1078 951 1856 1867 1858 1015 1880 129 1602 1450 1081 957 1858 1867 1859 1019 1861 130 1510 1454 1083 962 1860 1868 1861 1023 1863 131 1514 1458 1089 967 1861 1869 1882 1028 1864 132 1522 1462 1098 973 1862 1871 1863 1036 1865 133 1526 1466 1107 978 1862 1873 1865 1042 1887 134 1531 1471 1112 982 1863 1874 1866 1047 1868 135 1536 1473 1118 986 1865 1876 1667 1053 1869 136 1538 1476 1126 993 1866 1877 1869 1059 1871 137 1539 1481 1131 997 1867 1878 1870 1064 1872 138 15" 1484 1136 1003 1869 1879 1871 1089 1873 139 1548 1488 1140 1008 1869 1880 1873 1074 1874 GRAPHICAL REPRESENTATION OF ATTACHED THERMOCOUPLE DATA. 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Q [a N -o ,•,r Jq i � Z¢ ZN� L�J �'f' ,iI 1• .i + 1J�oi� i• r < X �Q c�iCis ll�t 1 j 0Q0 O CN = m¢ 11 :�•�1=:.' t ' , f sit 3 LL (( i' WL Ph F � •`f; • � _.z �FGISTER� �� I 7 I I � v I !4} r o I L f s # LU I z 1 1 co o 0 Luz op 1�6 Q <g qNco o Q aff z 9- cs � �4 OOn A 1 1 01 all .� .0 0 1< �NUL C� f • • of wh- 'JI87 � ss�FGrSrEa o N�4� . TONAL ENS' . --1 60417 �LACKM E"i lz.aQUERED GAS PlUb%,TS 9NszRil%TIONS NO.sal-caa FOR LP-OAS AND NH3 SERVICE TRUCK AND BASE MOUNTED Section 501 INSTALLATION OPERATION AND MAINTENANCE INSTRUCTIONS Effective Jan 2014 ' MODELS: LGLD2E, LGL2E, LOLD3E, LGL3F Replaces Jul2013 and discontinued L_G_LD3E, LGL3E Patent Protected by U.S. Patent 6030191 and Related Foreign Patents. ' SAFETY DATA This is a SAFETY ALERT SYMBOL. �. When you see this symbol on the product,or in the manual, r. look for one of the following signal words and be alert to the potential for personal injury,death or major property damage !ANGER \ ` Warns of hazards that WILL cause serious personal injury, death or major property damage. 1ZLWARN=1NG Warns of hazards that CAN cause serious personal injury, TABLE OF CONTENTS Page death or major property damage. PUMPSAFETY DATA.....................................................................I CAUTiON Pump ec ni I entification.....................................................2 P al Data...........................................................2 Warns of hazards that CAN cause personal injury Initial 'ump Start Up Information...............................2 or property damage. GENERAL li STALLA-i ION AND OPERATION NOTICE: Welded Connections......................... ....3 -- Pre-Installation Cleaning..................................... 3 Indicates special instructions which are very Location and Piping....................................... 3 important and must be followed. Pump Belief Valve and Bypass Valve........................4 CheckValves.............................................................4 PumpRotation...........................................................4 MOTOR DRIVEN PUMPS PumpMounting..........................................................4 NOTICE: Alignment....................................................5 V-Belt Drive................................................................5 Blackmer liquefied gas pumps MUST only be installed isassembly....................................................5 in systems which have been designed by qualified Pre-Start Up Check List.............................................6 engineering personnel. The system MUST conform to Start Up Procedures...................................................6 all applicable local and national regulations and safety TRUCK MOUNTED PUMPS standards. TruckI1�ounting..........................................................6 Pump Drive................................................................6 This manual is intended to assist in the installation Hydraulic Drive...........................................................7 and operation of the Blackmer liquefied gas pumps, Pre-Start Up Check List.............................................7 and MUST be kept with the pump. Start U Procedures...................................................7 Pump Speed..............................................................8 Blackmer liquefied gas pump service shall be MAINTENANq E performed by qualified technicians ONLY. Service Strainers.....................................................................8 shall conform to all applicable local and national Lubrication..................................................................8 regulations and safety standards. Vane Replacement.....................................................9 Pump Disassembly ....................................................9 Thoroughly review this manual, all Instructions and Pump Assembly.......................................................10 hazard warnings, BEFORE performing any work on TROUBLE SHnOTING .............................. the Blackmer liquefied gas pumps. NOTE: Numb,rs in parentheses following individual parts Maintain ALL system and Blackmer liquefied gas indicate reference numbers on Blackmer Parts List 501-001 pump operation and hazard warning decals. Blackmer pump manuals and parts lists may be obtained from Blackmees we'bsite (www.blackmer.com) or by contacting Blackmer Customer Service. SAFETY DATA ®WARNING AWARNING -ailure to set the vehicle emergency g y Failure to disconnect and iocicout ILI, braice and chock wheels before electrical power before attempting Performing service can cause severe maintenance can cause shock,burns or Hazardous personal injury or property damage t death machinery can Hazardous voltage. cause serious Can shock,bum or personal Injury. reuse death. ®WARNING z�-wARNING Failure to disconnect and lockout 0 Electrical power or engine drive before Operation without guards in place can attempting maintenance can cause cause serious personal injury,major Hazardous evere personal injury or death property damage,or death. machinery can Do not operate cause serious without guard personal injury. in place ®WARNING r !WARNING gisconnecting fluid or pressure Failure to relieve system pressure prior to containment components during pump �� 6; ., perform ing pump service can cause operation can cause serious personal 1` serious personal injury or property Hazardous pressure 1 jury or property damage. damage. Systems with meters will still he P can cause serious Hazardous pressure pressurized even after the hose is emptied personal injury or can cause serious property damage personal injury or property damage ,WARNING ' -97Ifi pumping hazardous or toxic fluids, system must be flushed and decontaminated, Inside and out, prior to � Hazardous or toxic performing service or maintenance fluids can cause serious injury. PUMP DATA' PUMP IDENTIFICATION A pump Identification tag,containing the pump serial number, I.D. number, and model designation, is attached to each pump. It is recommended that the data from this tag be recorded and filed for future reference. If replacement parts are needed,or if information pertaining to the pump is required,this data must be furnished to a Blackmer representative. T r-UN IUAL DATA INITIAL PUMP START UP INFORMATION Models 1. LGLD2E LGLD3F Model No.: LGL2E LGL3F Torque required 48 lbs ft 89 lbs ft 100 psi(6.9 bar) (65 Nm) (121 Nm) Serial No.: Maximum Pump Speed @ 640 RPM 800 RPM`Max.Differential Press. ID No.: Maximum Differential Pressure 125 psi (8.62 Bar) Date of Installation: Maximum Operating 2407 Temperature (1150C) Inlet Gauge Reading: Maximum Working Pressure 350 PSI (24.1 Bar LGLD3E and LGL3E are rated at 640 RPM maximum. Discharge Gauge Reading: o Technical Data is for standard materials of construction. Flow Rate: Consult Blackmer Material Specs for optional materials of construction, o These pumps are listed by Underwriters'Laboratories for liquefied petroleum gas and NH3 service. 501-000 Page 2112 GENER,/1"kL INSTILLATION AND OPERATION NOTICE: LOCATION AND PIPING Blackmer pimps must only be Installed in systems Pump life and performance will be significantly reduced when designed by qualified engineering personnel. System installed in an improperly designed system. Before starting design mus�conform with all applicable regulations and the layout and installation of the piping system, review the codes and p�ovid2 warning of all system hazards. following suggestions: NOTICE' 1. Locate the pump as near as possible to the source of This pump !shall be installed in accordance with the requirements of NFPA 58, all applicable local, state and supply to avoid excessive inlet pipe friction. national regulations. 2. The inlet piping and fittings should be at least as large as the intake port on the pump. Slope the pipe downward to the pump, and do not install any upward loops. Minimize WELDED'.'CONNECTIONS the number of intake line fittings and eliminate restrictions such as sharp bends; globe valves, !NOTICE: unnecessary elbows, and undersized strainers. Pumps with welded connections contain three non- 3. A strainer must be installed in the inlet line to protect the metallic 0-ring seats that will be damaged if welding is pump from foreign matter. Locate the strainer at least 24" done with th�se O-rings installed. (0.6m) from the pump. Strainers must have a net open Prior to welding the piping, remove the O-rings from under the area of at least four times the area of the intake piping, inlet flange,out tlet flange and relief valve cover as indicated In and must be cleaned regularly to avoid pump starvation. Figure 1. 4. The intake and discharge piping system must be free of Reinstall the ii�'let and outlet flanges.Weld the piping to the all leaks. the inlet and cutlet flanges.After the welding is complete, 5. Expansion joints, placed at least 36" (0.9m)from the reinstall the O rings. Pump, will compensate for expansion and contraction of O-RING OUTLET the pipes. Contact the flexible connector/hose manufacturer for required maintenance/care and design -� assistance in their use. �O-RING 6 ALL piping and fittings MUST be properly supported to prevent any piping loads from being placed on the pump. 7. Check alignment of pipes to pump to avoid strains which INLET O might later cause misalignment. See Figure 2. Unbolt flanges or break union joints. Pipes must not spring away or drop down.After the pump has been in operation for a week or two, completely recheck alignment. O-RING/ WRONG CORRECT Figure 1 GAP AMO LE PRE-INSTALLATION CLEANING NOTICE: OFF CENTER New pumps contain residual test fluid and rust inhibitor. Figure 2 If necessary,flush pump prior to use. 8. Install pressure gauges in the NPT ports provided in the pump casing to check pump performance at start up. damage. The upply tank and intake piping MUST be Foreign matter lentering the pump WILL cause extensive g• The use of a 1.5"or 2"vapor return line will speed up s cleaned and fl delivery by preventing pressure build up at the receiving tank and pressure reduction in the supply tank. 10, Keeping the liquefied gas systems full of liquid, even when idle,will keep the 0-rings from changing shape, shrinking or super cooling. Evaporation of liquefied gas leaves an abrasive powder on the surface which can cause wear to the pump,meter,and seals. 501-000 Page 3/12 GENERAL INST ILATION AND OPE TI6NT____ PUMP RELIEF VALVE AND BYPASS VALVE CHECK VALVES NOTICE: rotect the The use of check valves or foot valves in the supply tank is The pump rote nal relief valve is designed to Pump from excessive pressure and must not be used as not recommended with self-priming,positive displacement a system pres ure control valve. Pumps. p exists when the pump is off, For ALL liquefied gas applications, install an external bypass If the possibility of liquid back ilow valve,and any ecessary piping,back to the tank. DO NOT a check valve in the pump discharge piping is recommended pipe the bypass valve back to the intake line.The settingbecause the pump can motor in the reverse rotation and on create undue stress on all attached components. Never start the external byp 3ss valve must be at least 25 psi (1.7 bar) a pump when it is rotating in the reverse rotation as the added lower than the p imp internal relief valve setting.The valve starting torque can damage the pump and related equipment. and piping must The of adequate size to accommodate the full flow from the pump when the discharge line is closed.The PUMP ROTATION non-adjustable pump internal relief valve is factory set at approximately 1�0 PSI(10.3 bar). NOTICE: The'Alternate Discharge to Storage Tank'line and manual Confirm correct pump rotation by checking the pump valve may be us�d to unload transports without pumps into rotation arrows respective to pump driver rotation.Blackmer LGL pumps have a single ended rotor and shaft. the storage tank. The manual valve in this line must remain closed during all other operations. _ To change rotation,the pump must be disassembled,then reassembled the h2ft on Refer to Blackmer Bypass Valve Installation and Maintenance See the'Man elnanceSsection the opposite end of the pump. Instructions for bypass valve settings and adjustments. slcrage Tank Blackmer LGLD pump models have a double ended rotor and Alternate Discharge shaft, enabling them to be driven from either shaft end. To G/to 5toragaTank change rotation, rotate the pump 180 degrees so that the Do not start pump opposite shaft becomes the driven shaft. The shaft protector unless Uris valve Bypass valve (186) MUST be mounted over the non-driven shaft. is open. r AWARNING Gate or Ball Valves Discharge Line IOperation without guards in place can cause serious personal injury, major Pump property damage, or death. Intake connection fot Do not operate unloading tank cars qr without guard tank trucks. I Strainer in place Fi ure 3—Bypass Valve Mount ng MOTOR DRIVEN PUPS �- WARNING Install,ground and wire to local and PUMP MOUNTING 1 National Electrical Code requirements. Permanently mount the unit by securing the base plate with ® Install an ail-leg disconnect switch near adequately sized anchor bolts to a level concrete floor y the unit motor. following recommended industry standards(See Figure 4).A solid foundation will reduce system noise and vibration, and ��` Zh Disconnect and lockout electrical power will improve pump performance. Refer to ANSI/HI standards before Installation or service Hazardous voltage. or a suitable pump handbook for information on typical pump Can shock,bum or Q1 Electrical supply MUST match motor mounting and foundations. Check coupling alignment after cause death. nameplate specifications. pump and base assembly is secured to the foundation. ® Motors equipped with thermal protection automatically r BOLT disconnect motor electrical circuit when overload exists. I Motor can star unexpectedly and without warning. BASE NOTICE: Figure 4 Consult the "General Installation and Operation" section of this manual for system information, - A STANDARD e PIPE f .A ' a WASHER ' - A r- •titlE 501-000 Page 4/12 MOTOR DRIVEN PUMPS COUPLING ALIGNMENT 5. Measure the span length as shown in Figure 6. The pump must be directly coupled to a gear reducer and/or 6• Adjust the motor base (183)and apply a specified force ' driver with a flexible coupling. Verify coupling alignment after (see Table 1)against the belt,at the center of the span, installation of new or rebuilt pumps. Both angular and parallel so that the belt is deflected 1/64 inch (0.04 mm)for every coupling alignment MUST be maintained between the pump, inch(25.4 mm)of span. For example,the deflection of a gear,motor,etc.in accordance with manufacturer's 20 inch (508 mm)span would be 20164 or 5/16 inch (7.9 Instructions.See Figure 5. mm). Refer to Table 1 for the deflection force of a 1. Parallel alignment: The use of a laser alignment tool or properly tensioned drive.A new set of belts should be dial indicator is preferred. If a laser alignment tool or dial initially tensioned to the upper limit. indicator's not available,use a straightedge. Turn both shafts by and, checking the reading through one SMALL SHEAVE BELT DEFLECTION FORCE complete revolution. Maximum offset must be less than OUTSIDE DIAMETER Minimum Maximum .0005"(0 127 mm). 2.5"to 4.5" 3.0 Ibs 4.75 lbs 2. Angular alignment Insert a feeler gauge between the (63 mm to 114 mm) (1.4 k9s 2.2 Ns) coupling halves. Check the spacing at 900 increments 4.75"to 7.0" 4.0 Ibs 6.0 Ibs around the coupling(four checkpoints). Maximum (121 mm to 178 mm) (1.8 k s) (2.7 k s variation 'must not exceed 0.005"(0.127 mm). Some Table 1 -Deflection Force Per Belt laser alig ment tools will check angular alignment as well. 7. Check again to ensure the sheaves(152& 152D)are 3. Replace t e coupling guards after setting alignment. parallel,then tighten the sheave capscrews(152C& 152G), the motor mounting nuts(183B) and the adjusting ❑LA,LINDICATOR screw locknut ,,, SECURED TO STRAIGHTEDGE FEELER (183B). sf w! r GAUGE 8. Assemble the belt guard(182)and the belt guard brace 18?_A)to the unit base(32). -49 - - &WARNING Figure 5-Coupling Alignment V-BELT DRIVE �'t Operation without guards In place can For installation of Blackmer V-belt units,first mount the pump 00� cause serious personal injury,major and the motor base to the unit base. Do not fully tighten the operate . property damage,or death. without motor mounting bolts until properly installing and adjusting the Do noutuard g belts as follows: in p guars in place 1. Wipe the cone surface of the pump QD hub(152A)and g_ Check the belt tension after 24-48 hours of operating. the Inside of the pump sheave hub with a clean cloth Recheck the tension periodically and tighten the belts as moistened with a light grade of machine oil.This will required. DO NOT overtighten belts. Inspect belts allow for a more uniform draw and prevent the cone periodically for signs of excessive wear, and replace as surfaces from"freezing"before being tightened. 2. With the p u mp shaft key(35)in place, align the key seat required. and slide the QD hub(152A)on the shaft,flange end V-BELT. DISASSEMBLY first. Slide!the large end of the sheave(152)bore over the taper on the QD hub. Insert the three sheave 1. Remove the belt guard (182)and the guard base(182A). capscrews (152G)through the clearance holes in the Loosen the adjusting screw locknut(1838)on the motor sheave,and start them into the tapped holes of the QD base (183)and the motor mounting nuts. hub(152A). Repeat this procedure to assemble the 2. Ease the tension on the belts(181)by moving the motor. motor QD hub(152E) and sheave(152D). towards the pump to shorten the center distance of the 3. To install the belts(181),shorten the center distance of drive. Remove the belts by sliding them over the sheaves the drive by moving the motor towards the pump, until the (152& 152D). DO NOT force the belts over the grooves. belts can 'e put on the sheaves(152& 152D)without 3. To remove the sheave from the hub,first remove the forcing. three sheave capscrews(152C or 152G).Then screw 4. Align the s ieaves so that the faces are parallel,then two of the capscrews Into the threaded holes in the snug up the sheave capscrews(152C&G). sheave hub(152A or E). If the cone grip is hard to break . Figure ti- sr DEFLECTION 1/64" loose,tap the end of the shaft or the QD hub with soft- V-Belt Adjustment lfNGry_ INCH O"J PER faced mallet while maintaining pressure on the screw. 4. The QD hub should slide smoothly off the shaft. If it is tight on the shaft,gently pry it loose with a screwdriver or a small wedge placed in the split part of the flange. Refer to Blackmer V-Belt Parts List and Instructions for FORCE V-belt drive and guard part numbers. 501-000 Page 5112 PAOTOR DRIVEN PUN,gPS PRE-STAR UP CHECK LIST 5. Check the Now rate to ensure the pump is operating 1. Inspect co ;fete piping system and supports to ensure within the expected parameters. Record flow rate in the that no piping loads are being placed on the pump. "Initial Start Up"section of this manual. 2. Verify proper coupling or V-belt alignment. 6. Close the discharge valve and check the differential 3. Install pres lure gauges in the 1/4"NPT intake and pressure across the pump. Pressure must not exceed the discharge its located on the pump casing to check pressure setting of the external bypass valve. s 7. With the discharge valve still closed, momentarily close pump perfofmance after start-up. 4. Ensure all valves and fittings in piping s the manual shut-off valve in the bypass return line to g P A 9 system are in the check the pump internal relief valve.The differential start-up or operating positions. pressure will be approximately 150 and 170 PSI (10.3 5. Jog the purr p motor to verify proper pump rotation. and 11.7 bar)_ 8. The external bypass valve must always be set at least 25 PSI (1.7 bar) lover than the internal pump relief valve. �� UP �� E., NOTE:The normal operating pressure must be at least 5 NOTICE: - 15 PSI (0.3-1.0 bar) less than the external bypass Consult the "Troubleshooting" sections of this manual if valve setting. Pump speeds which result in higher difficulties during start up are experienced. Y pressures (nearing the valve setting)forces the liquid to 1. SLOWLY build pressure in the pump. recirculate, creating excessive wear on the pump and 2. Start the molfor. equipment. 3. Check pressure gauges to ensure the system is ACAUTION operating within expected parameters. Record the gauge readings in the"Initial Start Up Information"section of _ iff jAD Pumps operating against a closed valve this manual for future reference. ct kt°%^J �� .�� can cause system failure,personal 4. Inspect piping,fittings,and associated system equipment injury and property damage for leaks,noise,vibration and overheating. Hazardous pressure can cause personal Injury or property damage LGLD TRUCK PWOUNTED PUMPS ® PUMP DRIVE wawvlNG The pump may be driven by a power take-off through universal joints.When using universal joints, a splined slip © Failure to set the vehicle emergency joint, properly lubricated, must be used on the connecting jack brake and chock wheels before shaft to prevent end thrust on the pump shaft. It is very performing service can cause severe important to install a proper drive line to avoid excessive Hazerdouspressure Personal injury or property damage. wear,vibration and noise(see Fig.7 and Table 2). can cause personal injury orptoperty General guidelines to follow for proper pump drive: damage 1. Do not use square slip joints. 2. Use the least number of jack shafts as is practical. NOTICE: 3. Use an even number of universal joints. Consult the "Ge eral Installation and Operation" section 4, The pump shaft and power take-off shaft must be parallel of this manual for system information. in all respects. Use an angular level measuring device to ensure the PTO and pump shaft are parallel to each other. If necessary, the pump can be shimmed to correct TRUCK MOUNTING other. misalignment.The PTO shaft coming off at the The pump will op rate satisfactorily in any position.When transmission does not need to be perfectly horizontal as locating the pump on a tank, safety should be the first long as the pump is shimmed to have its shaft parallel in consideration.The pump can be bolted to the truck frame or all respects to the PTO shaft. on a saddle hung below the frame,and MUST be adequately 5. The yokes of the universals at both ends of the jack shaft supported. must be parallel and in phase. 6. The maximum recommended angle between the jack shaft and the pump shaft is 15 degrees. See Table 2. Failure to follow any of these guidelines may result in a gallop or uneven turning of the pump rotor,which will in turn cause a surging vibration to the liquid stream and piping system. Contact the supplier of the drive line components for specific design assistance. 501-000 Page 6/12 LGLD TRUCK MOUNTED PUMiPS ®wARNIN I START UP PROCEDURES � Q A drive shaft guard between the pto and NOTICE: Pump must be provided to prevent Consult the "General Pump Troubleshooting" section of personal injury,property damage, or this manual If difficulties during start up are experienced. death. Do not operate /CAUTION wilhoul guard In place , PP, Pumps operating against a closed valve V"L can cause system failure, personal PARALLEL SHAFTS in'ur and y property damage Hazardous pressure SUP JOINT _ POWER can caul°porson°I Injury or prcpnny TAKE-OFF damago -,5'MAX 1. Open the shut-off valve In the bypass return line. ?i 2. If the tank outlet valve is: PARALLEL YOKES a. Lever Operated-Pull the control knob all the way out. Manually check the lever under the truck to see Figure 7—Pump Drive that it is in the completely OPEN position. Note:A Dri lye Shaft Guard between the pump and the b. Discharge Pressure Operated-Keep the discharge PTO MUST be provided.(Not Shown) line valve closed. When pump is started, it will build up enough pressure to open the tank outlet valve. NOTE: Angle of Drive Shaft This type of valve usually requires approximately 20 ffVte hrou h 5° 6°throu h 10° 11°through 15° PSI (1.4 bar)differential pressure to open and oo Good Fair approximately 15 PSI (1.0 bar)differential pressure to Table 2 keep It open.If the piping is quite large,it may be necessary to restrict the discharge line shut-off valve HYDRAULIC DRIVE in order to maintain sufficient pressure to keep the tank outlet valve open. LGLD truck mounted pumps may also be driven hydraulically. 3. Start the pump. Confirm proper pump rotation by checking Hydraulic motors must be well supported with their shafts the pump rotation arrows. parallel to the pump shaft in all respects. Blackmer provides 4. Check the pump speed.Pump speed must never exceed an optional close-coupled hydraulic motor adapter.The the recommended maximum.See"Technical Data"section adapter provides for straight alignment of a hydraulic motor drive through asolid coupling connected to a straight key of this manual. pump shaft.This coupling connection requires grease 5. Check the pressure gauges to ensure the system is lubrication ever three months at minimum. See the operating within expected parameters. Record the gauge "Lubrication"secction of this manual. readings in the"Initial Start Up Information"section of this manual for future reference. ®WARNING 6. Inspect piping,fittings,and associated system equipment Q for leaks, noise,vibration and overheating. Operation without shaft protector can 7. Check the flow rate to ensure the pump is operating within the expected parameters. Record the flow rate in the $ cause serious personal injury,major "Initial Start Up Information"section of this manual for property damage,or death. future reference. Do not B. Close the discharge valve and check the differential guard without g guard In place pressure across the pump. It must not exceed the pressure setting of the external bypass valve. 9. With the discharge valve still closed, momentarily close the PRE-S I ACTT UP CHECK LIST manual shut-off valve in the:bypass return line to check the 1. Check the alignment of the pipes to the pump. Pipes internal pump relief valve.The differential pressure should must be supported so that they do not spring away or be between 150 and 170 PSI(10.3 and 11.7 bar). 10. The external bypass valve must always be set at least 25 drop down When the pump flanges or union joints are disconnected. PSI(1.7 bar) lower than the pump internal relief valve. 2. Install pressure gauges in the 1/4"NPT ports located on NOTE:The normal operating pressure must be at least 5- the pump casing.These can be used to check the actual 15 PSI (0.3- 1.0 bar)less than the external bypass valve inlet and discharge conditions after pump start-up. setting. Pump speeds which result in higher pressures 3. Inspect complete piping system to ensure that no piping (nearing the valve setting)forces the liquid to recirculate, loads are Doing placed on the pump. cre2ting eXCe8SIV2 wear on the pump and equipment. 4. Secure appropriate hose connections. 501-Coo Page 7112 LGLD TRUCK MOUNTED PUMPS PUMP sPE D PTO and hydraul cally driven units MUST contain speed control devices to prevent pump speeds above the maximum RPM specifications,re ardless of the truck engine unloading speeds.Should fluid delivery be appreciably less than expected,see the "General Pump T troubleshooting"section. IMAk9NTENANCE ®WARNING ,WARNING t a �ailure to set the vehicle emergency Ir Failure to disconnect and lockout rake and chock wheels before `�'' electrical power before attempting performing service can cause severe C 7 maintenance can cause shock,burns or Hazardous personal injury or property damage death machinery can Hazardous voltage. cause eadous Can shock,bum or personal injury. cause death. AwARNING &WARNING Failure to relieve system pressure prior railure to disconnect and-lockout 4 r to performing pump service can cause ' glectrical power or engine drive before � I,� ', serious personal injury or property attempting maintenance can cause damage. Systems with meters will still be Hazardous severe personal injury or death pressurized even after the hose is Ra S Hazardous pressure machinery can can cause serious emptied eause serious personal injury or personal injury, property damage ®WARNING ®WARNING ,r> Disconnecting fluid or pressure if pumping hazardous or toxic fluids, containment components during pump system must be flushed and �peration can cause serious personal decontaminated,inside and out,prior to Hazardous press, njury or property damage. performing service or maintenance can cause personal Hazardous or lolac injury or property fluids can cause ' damage serious injury. NOTICE: Maintenance shall be performed by qualified technicians only, following the appropriate procedures and warnings as presented In this manual. STRAINERS Recommended Grease: Strainers must beI cleaned regularly to avoid pump Mobil®-Mobilgrease XHP222, starvation. Schedule will depend upon the application and Exxon(@-Ronnex MP Grease, conditions, or equivalent Lithium grease. Greasing Procedure: LUBRICATION 1. Remove the grease relief fittings(76A)from the bearing NOTICE: covers(27)or hydraulic motor adapter(135). To avoid possible entanglement in moving parts do not 2. SLOWLY apply grease with a hand gun until grease lubricate pump bearings, hydraulic adapter coupling or begins to escape from the grease relief fitting port.Discard any other parts while pump is running excess grease in accordance with the proper codes and regulations. NOTICE: 3. Replace the grease relief fittings(76A). If pumps are repainted in the field, ensure that the DO NOT over grease pump bearings.While it is normal for grease relief fittings (76A)are functioning properly after some grease to escape from the grease tell-tale hole after painting. Do NOT paint them closed. Remove any lubrication,excessive grease can cause mechanical seal excess paint fromm the fittings. failure.The tell-tale hole is located in the head(20)between Lubricate pump bearings and hydraulic motor couplings (if the bearing(24)and the mechanical seal(153). equipped)everythree months at a minimum. More frequent lubrication may be required, depending on the application and the operating conditions. 501-000 Page 8112 i MAINTENANCE-- VANE RE LACEMENT 5. To remove locknuts and lockwashers(24A and 248): NOTICE: a. Bend up the engaged lockwasher tang and rotate Maintenance 3hall be performed by qualified technicians the locknut(24A)counterclockwise to remove it from only,followin the appropriate procedures and warnings the shaft as presented in this manual. b. Slide the lockwasher(24B)off the shaft.Inspect the 1. Drain and relieve pressure from the pump and system as lockwasher for damage and replace as required. required. c. Repeat steps a and b on the opposite shaft end. 2. Remove I e head assembly from the outboard(non- 6. Remove the head capscrews(21)and carefully pry the driven)side of the pump according to steps 4-9 in the head (20)away from the casing "Pump Di assembly"section of this manual. 7. Slide the head (20)off the shaft.The head O-ring(72), 3. Turn the s aft by hand until a vane(14)comes to the top bearing(24), mechanical seal stationary seat and (12 o'cioc )position of the rotor. Remove the vane. stationary O-ring(153A& 1530)will come off with the 4. Install a new vane(14), ensuring that the rounded edge head assembly. Remove and discard the head O-ring. is UP,and the relief grooves are facing towards the a. Pull the bearing(24)from the housing in the head direction o rotation.See Figure 8. (20). 5. Repeat steps 3 and 4 until all vanes have been replaced. b. To remove the mechanical seal stationary seat 6. Reasserntle the pump according to the"Pump (153A), use the blunt end of a screw driver to gently Assembly.'section of this manual. push the backside of the stationary seat from the head. Place a cloth under the seal to avoid damage. Be careful not to contact the polished face of the seal during removal. Remove and discard ROUNDED EDGE OUT Vmechanical seal stationary O-ring. 8. Carefully pull the rotating seal assembly,consisting of seal jacket(153C), rotating seal face and rotating 0-ring (153B& 153E)from the shaft. Remove and discard the rotating O-ring(153E). 9. Carefully remove the disc(71). 10. Carefully pull the rotor and shaft(13)from the casing ` (12). While one hand is pulling the shaft, cup the other hand underneath the rotor to prevent the vanes(14)and RELIEF GROOVES push rods (77) from falling out. Carefully set the rotor and FACE IN DIRECTION shaft aside for future vane replacement and reassembly. OF ROTATION NOTICE: Figure 8—Vane Installation The' rotor and shaft weighs approximately 34 pounds (15 l(g). Be careful not to pinch the hand under the rotor and shaft when removing • from casing. PUIIiIP D8��5� Sty �.�' 11, Lay the pump flat with the remaining head(20)facing NOTICE: upward to remove the head assembly mechanical seal Follow all hazard warnings and instructions provided In (153)and disc(71)from the outboard side of the pump, the"maintenance"section of this manual. as instructed in steps 6-9 above. 1. Drain and relieve pressure from the pump and system as 12, If necessary, remove the liner(41)by tapping around the required. outside diameter of the liner with a hard wood drift and a 2. Starting on the inboard (driven)end of the pump,clean hammer until it is driven from the casing(12). the pump shaft thoroughly, making sure the shaft is free of nicks and burrs. This will prevent damage to the mechanical seal when the inboard head assembly is removed. 3. Remove the inboard bearing cover capscrews(28) and slide t ring cover(27)and gasket(26)off the shaft. Diiscard the bearing cover gasket.On the 2- inch pump fnodels the dirt shield(123)will come off with the bearing,cover. 4. Remove th�outboard bearing cover capscrews(28)and slide the outboard bearing cover(27) and gasket(26)off the shaft. Discard the bearing cover gasket. On the 2- inch pump models the dirt shield (123)will come off with the bearing]Cover.. 501-COO Page 9/12 MAINTENANCE PUMP ASSEMBLY c. After the bottom vanes and push rods are installed, Before reassembling the pump, inspect all parts for wear or insert the rotor and shaft(13)fully into the casing damage,and re�lace as required.Wash out the bearing/seal (12). recess of the he d and remove any burrs or nicks from the d. Install the remaining vanes(14}into the top positions rotor and shaft, emove any burrs from the liner. Reassemble then OUTBOARD side of the pump first; of the rotor. 6. Install the disc(71)on the inboard slde of the pump with On single-ende shaft models- the seal cavity facing outward and the disc relief hole For a CLO�KVVISE rotation pump, position the pump located as shown in Figure 9. casing with the INTAKE port to the left. 7. Install a new head O-ring (72)in the groove on the inside For a COUNTERCLOCKWISE rotation pump, position face of the head(20). Lay the O-ring flat and start in on the pump casing with the INTAKE port to the right. one side of the groove, stretching ahead with the fingers, I. On 2-inch pimp models, apply grease to the liner key as shown in Figure 10. groove in the pump casing to hold the key(74)in place - - during liner installation. Install key in groove before starting line (41)into pump casing(12). On 3-inch pump models, install the liner key(74)in the groove on top of the liner(411. 2. Align the ling key(74)with the pump casing keyway and < Z:I start the line(41)into the casing(12)with the slots in the liner towards the INTAKE port, and the hole pattern in the —r l liner towards the DISCHARGE port. Uniformly tap the outer edge of the liner with a rubber mallet to fully insert Figure 10—Head O-ring Installation into the casing. NOTE: If the liner is installed backwards, 8. MECHANICAL SEAL INSTALLATION it will restrict the port openings and cause cavitation, Rotating Assembly— noise and loss of capacity, a. Apply a small amount of motor oil on the shaft 3. Place the disc(71)against the liner(41)with the seal between the shaft threads and the rotor. cavity outward and disc relief hole located as shown in b. Slide the seal jacket assembly(153C) over the shaft Figure 9. and into the disc cavity with the drive tangs of the DISCHARGE jacket towards the rotor. Rotate the jacket assembly to engage the drive tangs in the rotor slots. c. Install a new rotating O-ring (153E)in the rotating ° seat face (153B).Align and insert the rotating `Q INTAK: - assembly into the seal jacket with the polished face ° outward. Clean the polished face with a clean tissue and alcohol. 45° a O5o StationarySeat- a. Apply a small amount of motor oil in the seal recess POSITION POSITION of the head(20). HOLE HERE HOLE HERE FOR S,"PUMP FOR2"PUMP b. Install a new stationary O-ring(153D)in the Figure 9-Disc Relief Hole Location stationary seat(153A).Align the pin in the stationary seat with the slot in the head recess and push the 4. Without installing the head O-ring or mechanical seal seat fully into the seal recess with the polished face components,temporarily attach the outboard head(20) outward. Clean the polished face with a clean tissue and bearing ( �4)to the casing (12). Install and hand and alcohol. tighten two head capscrews(21), 180 degrees apart.This 9. Carefully install the head assembly(20) over the shaft. head will be used to hold and align the rotor and shaft Do not contact the end of the shaft with the polished face (13)while the inboard side of the pump is assembled, of the stationary seat. Rotate the head so that the drain 5. Remove the vanes(14)and push rods(77)from the rotor hole (tell-tale hole), located at the back of the bearing and shaft assembly(13). Inspect for wear and damage, cavity, faces downward when the pump is mounted for and replace as follows; operation. Install and uniformly tighten four head a. Partially install the non-driven end of the rotor and capscrews (21) 900 apart,torquing to 30 Ibs ft(40.7 Nm). shaft(13);Into the open side of the pump casing(12). 10. Hand pack the spherical roller bearing(24)with grease. On single'-ended shafts,verify the rotation direction See the"Lubrication"section for recommended greases, before proceeding. 11. Install the bearing (24) into the head recess. Ensure the b. Leave pail of the rotor outside of the casing(12)so bearing is fully and squarely seated in the head (20). thatthe bottom vanes(14)can be installed and held 12. Turn the pump casing around and remove the outboard in place as the push rods(77)are installed in the head previously attached. push rod soles of the rotor. Insert the new vanes into 13. Install the outboard head (20), mechanical seal (153)and the rotor slots with the rounded edges outward,and the vane relief grooves facing TOWARDS the bearing (24)as instructed in steps 6 through 11. direction of rotation. See Figure 8. 501- 000 Page 10/12 I MANTENANCE 14. Rotate the shaft by hand to engage the mechanical seal f. Tighten the opposite locknut(24A)by hand until it is drive tang;, and to test for binding or tight spots. If the snug against the bearing(24).Then, using a spanner rotor does not turn freely, lightly tap the rims of the heads wrench,tighten the nut the width of one lockwasher with a soft faced mallet until the correct position is found. tang,Tighten just past the desired tang,then back off Install all of the remaining head capscrews(21)for each the nut to align the tang with the locknut slot.Secure the head(20)and uniformly torque to 30 Ibs ft(40.7 Nm). nut by bending the aligned lockwasher tang into the slot 15. LOCKNUT ADJUSTMENT in the locknut, The pump should continue to turn freely It is important t at the bearing locknuts(24A)and lockwashers when rotated by hand. (24B)be installed and adjusted properly. Overtightening g. To check adjustment, grasp the nut and washer with locknuts can cause bearing failure or a broken lockwasher fingers and rotate back and forth. If this cannot be done, tang.Loose locknuts will allow the rotor to shift against the one or both locknuts are too tight and should be discs(71),causing wear. See Figure 11. alternately loosened one stop at a time(.001"—25 —{Bj—2 STOPS EQUALS microns). Begin by loosening the locknut adjusted last. I I 9 TANG WIDTH 16. Inspect the grease seal(104)for wear or damage and replace as required.Grease the outside diameter of the 1 STOP EQUALS grease seal and push it into the inboard bearing cover _�-.001"ROTOR MOVEMENT (27)with the lip of the seal inward. 17. Attach a new bearing cover gasket(26)and the bearing T cover(27)to the inboard head(20).Make sure the I grease fittings(76)are accessible. Install and torque the INNER TANG bearing cover capscrews(28)to 30 Ibs ft(40.7 Nm). 18. Install the grease seal 104 g and bearing cover 27 on LocKNUT the opposite side of the pump as instructed in steps 16 LOCK ASHER and 17. Figure 11 -Locknut Adjustment 19. On 2-inch pump models, push the dirt shield(123A)over a. On both ends of the pump shaft, Install a lockwasher the inboard and outboard shafts and firmly against the (24B)with the tangs facing outward,followed by a bearing cover(27). locknut(24A)with the tapered end inward.Ensure the 20. Attach the shaft protector(186)to the non-driven shaft inner tang "A"of the lockwasher is located in the slot in end of double ended pumps. the shaft threads,bending it slightly, if necessary. b. Tighten both locknuts(24A)to ensure that the bearings &WARNING (24)are bottomed in the head recess. DO NOT overtighi en and bend or shear the lockwasher inner tang. Operation without guards in place can cause serious personal injury,major c. Loosen both locknuts one complete turn. property damage,or death. d. Tighten one locknut until a slight rotor drag is felt when Do not operate turning the shaft by hand. without guard e. Back offthe nut the width of one lockwasher tang"B". I In place Secure the nut by bending the closest aligned 21. See"Pre-Start Up Check List"and"Start Up Procedures" lockwasher tang Into the slot in the locknut.The pump sections of this manual prior to restarting pump operation. should turn freely when rotated by hand. TROUBLESHOOTING NOTICE: Maintenance shall be performed by qualified technicians only, following the appropriate procedures and warnings as presented in this manual. SYMPTOM PROBABLE CAUSE Pump Not Pr'ming 1. Pump not wetted. 2. Worn vanes. 3. Internal control valve closed. 4. Strainer clogged. 5. Inlet line or valves clogged or too restrictive. 6. Pump vapor-locked. 7. Pump speed too low for priming. 8. Relief valve 2artially open,worn or not seating ro erl . 501-000 Page 11/12 i kOUBLESI•IGOTING - continued SYMPTOM PROBABLE CAUSE Reduced Cap city 1. Pump speed too low. 2. Internal control valve not fully open. 3. Excessive restriction in the inlet line(Le.:undersized piping,too many elbows&fittings, clogged strainer,etc.). 4. Damaged or worn parts(vanes,cylinder,or rotor). 5. Excessive restriction in discharge line causing partial flow through the relief valve. 6. Relief Valve worn,set too low,or not seating properly. 7. External Bypass Valve set too low. 8. Operating without a vapor return line. 9. Vanes installed incorrectly(see"Vane Replacement"). 10. Liner installed backwards. Noise 1. Excessive pressure drop on the pump due to: a. Undersized or restricted fittings in the inlet line. b. Purnp speed too fast. c. Pump too far from fluid source. 2. Running the pump for extended periods with a closed discharge line. 3. Pump not securely mounted. 4. Improper drive line-truck mounted pumps(See"Pump Drive"). 5. Misalignment of pump,reducer,or motor-base mounted pumps. 6. Bearings worn or damaged. 7. Vibration from improperly anchored piping. 8. Bent shaft,or drive coupling misaligned. 9. Excessively worn rotor. 10. Malfunctioning valve in the system. 11. Relief valve setting too low. 12. Liner installed backwards. 13, Damaged vanes(see following category) Damaged Van s �1. Foreign objects entering the pump. 2. Running the pump dry for extended periods of time. 3. Cavitation. 4. Excessive heat. 5. Worn or bent push rods,or worn push rod holes. 6. Hydraulic hammer-pressure spikes. 7. Vanes installed incorrectly(see"Vane Replacement"). 8. Incompatibility with the liquids pumped. Broken Shaft 1 Foreign objects entering the pump. 2. Relief valve not opening. $. Hydraulic hammer-pressure spikes. 4. Pump/driver,driveline/drive shaft misalignment. 5. Excessive)v worn vanes or vane slots. Mechanical Seal Leakage 1. O-rings not compatible with the liquids pumped. 2. 0-rings nicked,cut or twisted. 3. Shaft at seal area damaged,worn or dirty. 4. Bearings overgreased. 5. Excessive cavitation. 6. Mechanical seal faces cracked,scratched,pitted or dirt Overload on Motor 1. Motor Horsepower not sufficient for application. Y. 2. Improper wiring and/or low voltage to motor. 3. Misalignment 4. Excessive pressure or speed. 5. Bearing locknuts adjusted improperly. 6. Faulty or worn bearings. 7. Rotor rubbing against discs or liner. 8 Dirty mechanical seal faces. Visit www.blackmer.com for complete information on all Blackmer products -, < a .� , company 1309 Century Avenue,Grand Rapids,Michigan 49503-1530 U.S.A. Telephone:(616)241-1611-Fax:(616)241-3752 E-mail. blackmer@blackmer.com-Internet Address: vnvw.blackmer.com I Instruction Manual MCK-2104 H Series May 2009 G 2829 H7221 H77321 H8221 H832 H882 H,15-112 and H8112 Series Large Inbarna� Spring Re Ii A TTW - T 0 Failure to follow these instructions or to proRerly install and maintain this equipment could result in an explosion, fire and/or chemical contamination causing property damage and personal j H282 SERIES LARGE RELIEF injury or death. VALVES(ALSO TYPICAL OF u A person should NEVER stand directly ` _ H283 SERIES) over or in front of,or look directly into a relief valve when the tank is pressurized. The relief valve could suddenly "pop" �. open blowing gas, dirt, and other debris into the person's face and eyes. Fishe&l equipment must be installed, operated, and maintained in accordance "N . with federal, state, and local codes a •' rules and regulations, and the C;,,. H5112 SERIES LARGE RELIEF manufacturer's instructions. For LP- t VALVES(ALSO TYPICAL OF Gas service, an approved regulator k�I H5114SERIES) (such a one listed by UL) should be x �, used or approved by the Authority HavingJurisdiction. In addition, in most Stites the installation must - also comply with NFPA No. 68 US Department of Transportation (DOT), and/or gNSI KG1.1 standards. �s,, Only personnel trained in the proper �JUM procedures,codes,standards,and regulations of the LP-Gas,Anhydrous Ammon i or other applicable industry �:r• �. should i stall and inspect this equipment. , -Y4" ' Introduct on Scope of the Manual H722 SERIES FLUSH MOUNTED INTERNAL ^:1 VALVES(ALSO TYPICAL OF H732 AND This manual covers instructions for the"H282, H722, H733 SERIES) H732, H822, H832, H882, H5112, and H8112" Series relief valves which shall be used only in vapor applications. The valves are typically installed in Figure 1. H Series Large Internal Spring Relief Valves ASME tanks and Department Of Transportation (DOT) o cargo tanks. (See Figures 3, 4, and 5.) c�a EED �G�tERSON �v l _ . . - o n i H Series Specifications Body Size,Tank Connection Construction Materials Types H282, H722, H882, H5112, and H8112: Body: NPS*2,jNPT Types H282, H882:Brass Types H732, H832: NPS 3, NPT Types H5112, H8112:Stainless Steel Discharge Stack Outlet Connection. (Pipe-Away Types H722, H732, H822, and H832:Stainless Steel Deflector Included as Standard Construction) Stem:Stainless Steel Available only on Types H282, H882, H5112, Disk Holder: Stainless Steel and H81'12: NPS 3, NPT Disk: Types H282, H882,H6112, and H8112 Pipe-Away Types H282, H722, H732, and H5112: Deflector: Type P104-24 pipe-away adaptor Nitrile(NBR) Maximum ! 'let Pressure(Body Rating)(') Types H822, H832, H882, and H8112: 480 psig�(33,0 bar) Nitrile(NBR) (standard) Rain Cap and Installation Tool Contact factory for other disk materials Types H722, H822: Type P297 Rain Cap that are available: Fluorocarbon (FKM), Type P304 (1-1/2-inch (38 mm) Hex bar)Wrench Ethylenepropolyene(EPR), Neoprene(CR), and Types H732, H832:Type P298 Rain Cap Perfluoroelastomer(FFKM) Type P305 (2-1/2-inch (64 mm) Hex bar)Wrench Springs: Stainless Steel Types H282, H882, H6112, and H8112: Approximate Unit Weights, pounds(kg) Rain Cap not available Types H282, H882: 10 (5) Temperature Capabilities(') Types H5112, H3112: 10 (5) -400 to 180OF (40°to 82°C) Types H722, H822:2.75 (1) Start-to-discharge Pressure and Spring(s) Range(s) Types H732, H832: 7.5 (3) 100 to 4i O psig (6,9 to 27,5 bar) 1.The Pressurartemperature limits in this Instruction Manual and any applicable standard or code limitatlon should not be exceeded. `Nominal Pipe Size.' Product Description Things To Tell The Gas Customer Type H282: sed on LP-Gas bulk storage tanks. Not 1. The purpose of a relief valve is to keep the tank applicable To�,'Anhydrous Ammonia service. Standard from rupturing from excessive tank pressure UL and ASME setpoints are available. by venting gas to the atmosphere until the tank pressure drops. The following can cause Type H6112: Used on LP-Gas or Anhydrous Ammonia excessive tank pressure: Bulk Storage tanks. Standard UL and ASME setpoints are available: a. Exposure to fire or radiant heat including hot summer days. Types H722 and H732: Used on LP-Gas or b. New or refilled tanks not fully purged of air. Anhydrous Ammonia Cargo tanks. Standard UL and c. Tank colors (other than white) increase the heat ASME setpoints are available. absorption of the tank raising the pressure Types H882 and H8112: Contact the Factory for in the tank. d product compatibility. Used on various compressed . Propane or other service products with"vapor pressures"out of specification, gas bulk storage tanks. ASME setpoints and flow fication, i.e., "Hot Gas." capacities are available. Special disk materials e. Overfilling the tank. are available.i Type numbers are serialized for the 2. Do not beat, pound, or hit the relief valve with intended service. hammers or other tools or attempt to force the Types H822 and H832• Contact the Factory for valve closed as this will not stop gas discharge product compatibility. Used on various compressed and could damage relief valve parts or rupturethe tank, gas cargo tanks. ASME setpoints and flow capacities are available. Special disk materials are available. 3. Call your gas dealer if the relief valve discharges gas. Type numbers are serialized for the intended service. 2 i it Series Specifications capacity to less than the stamped capacity on the valve. If a Type H282, H882, H5112, or H8112 relief ;,-Lr`; ,i valve has an outlet pipe-away stack (such as used in bulk storage applications), a restriction may result If the valve is to be for service other than that reduces valve capacity below that stamped on the valve. In these cases, the total system capacity must LP-Gas or anhydrous ammonia, contact be sufficient to meet the sizing requirements for the your local Distributor to determine if container being used. the valve materials are suitable for the particular service. Types H282 and H882 Installation Relief Valves contain brass and must not be usud on anhydrous ammonia service. Failure to do so could result in personal 3''� � • in '•��'` '� ry, property damage, explosion, fire or chemical contamination. Install these relief valves only in the The Specifications section lists specifications for these container vapor space to provide relief relief valves. capacity for the tank. Failure to do so Set pressures and flow capacity requirements could result in improper relief capacity b that could cause the tank to rupture in vary y product service. Actual flow capacities the event of an emergency condition. vary by relief valve size and setpoint. For special A ruptured tank may cause property service applications other disk material and setpoints damage and personal injury or death. are available l from the factory. Consult the factory or your Fisher Catalog for size, set pressure and flow All containers must be purged to remove air from the capacity combinations. container. Failure to properly purge may result in Setpoint is denoted by the suffix numbers following the excessive pressure and the possibility of"popping" dash(-). Disk material is denoted by a letter following the relief valve when the container is filled. Follow the type number: Type H882V 250 has a fluorocarbon recognized procedures for purging air from storage (FKM)disk and setpoint of 250 psi(17,2 bar) tanks. A good reference is NPGA#133, PURGING Nitrite (NBR) No letter LP-GAS CONTAINERS. Fluorocarbon (FKM) V Relief valves must have direct contact with the vapor Ethylenepropylene (EPR) E space of the containers. Install the valve so that flow Neoprene (CR) N is.unobstructed on both the inlet and outlet of the relief Perfluroelastomer(FFKM) K valve. Be certain that any discharge from the valve will not impinge on the container, adjacent containers, For Liquefied Petroleum Gas service, Underwriters or any source of ignition. Laboratories(UL) listed valves are required by most states, although some states require ASME Coat the male threads of the valve with an UL capacity rated valves. Be sure the valve is rated listed sealing compound. Do not use PTFE and stamped to meet the requirements of the state tape. Do not allow excess compound to drip into where it will be used. The valve should also have the container or flow around the bottom edge of the sufficient capacity for the container size in which it is pipe threads. Screw the valve into the coupling hand used. Required relief valve capacity is a function of tight and then wrench tighten it for approximately the container surface area. For Liquefied Petroleum two additional turns. Do not install the valve with Gas applications consult NFPA#58. For other product such extreme torque that the coupling cuts additional applications consult appropriate product standards. threads into the valve. This could cause valve distortion and affect the internal working parts. Larger The start-to-discharge pressure stamped on the valve size valves may require an additional amount of torque must be correct for the design pressure of the container. to obtain a leak-free connection. The Types H722, Do not use a valve with a start-to-discharge H732, H822, and H832 will require an installation tool. pressure higher than that allowed by the design See Specifications section. pressure of the container. Raincaps are required on all valves. The raincap If a relief valve is installed in a tank with an inlet dip should be kept in place to keep moisture and dirt out tube, be sure that the dip tube does not restrict the of the relief valve discharge area. An out-of-place inlet flow area as this may restrict the relief valve flow raincap indicates the valve may have opened to relieve 3 H Series I� )WTA WM FLOW FLOW FLOW FLOW OPEN CLOSED I�TANK PRESSURE 0 ATMOSPH IC PRESSURE Figure 2. Operational Schematic overpressure. Type H282, H882, H5112, or H8112 relief equipped with deflectors as standard. They also have valves have a:drain hole in the body,which must remain a 3 NPT thread on the outlet so that a coupling and open at all times. It is located under the deflector on the discharge stack can be added as needed. Consult the side of the relief valve body. Types H722, H732, H822, applicable standard to determine if these additional and H832 relief valves on cargo tank applications do not devices are required. Types H722, H732, H822, and have drain holes and must be protected as specified by H832 relief valves can not be equipped with deflectors DOT, NFPA#�8, and other applicable laws, codes, and or discharge stacks. standards. Do not pack the outlet side of the Types H722,H732, H822,and H832 relief valves with Principle ®f Operation grease or other material to keep out dirt and moisture. The relief valve(refer to Figure 2)is held closed by the spring force seating the O-ring seal against the orifice. When the tank pressure exceeds the spring force, the valve O-ring lifts off the orifice allowing gas to Greases and other materials placed discharge through the valve to the air. in relief valve outlet chambers may harden and prevent the opening of the Gas discharge initially may be small producing only relief valve or attack the elastomer disk seepage and a light"hissing"sound. As pressure materials causing premature leakage or increases and gas volume discharge continues, a possibly tank rupture, popping condition occurs with large volumes of gas discharging and a loud"hissing or roaring"sound. Each application will dictate whether discharge stacks When the tank pressure decreases enough,the spring or deflectors are required. These are separate devices force closes the valve O-ring back against the orifice mounted to the outlet of the valve to control discharge direction. The Type H282, H882, H5112, or H8112 are stopping further discharge. 4 i H Series Malnte9ance, Repair and/or • If the setpoint or reseal does not comply with Replacement the requirements after removal from service, replacement of the O-ring seals may be needed. }� s- I V s `'' 'T ;.� '?`l • If the setpoint or reseal does not comply with the requirements after 0-ring seal replacement and Any valve that has fully opened (popped) retest, then resetting or complete replacement of should be tested to see if it is within the the relief valve is required. allowable start-to-discharge pressure If resetting the relief valve is required, send it to a setting. If it is not within the correct repair facility that has a National Board VR stamp range, it must be replaced. Relief valve or has been approved to repair and reset relief start-to-discharge and reseat pressures valves b the may be lower if the valve has fully Y appropriate governmental authority. opened (popped)• Some relief valve installations require periodic testing or replacement, such as those required by DOT, NFPA A person should NEVER stand directly #58, NFPA Pamphlet 59 (LP-Gas Utility Gas Plants) over or in front of, or look directly into a and ANSI K61.1. It is recommended that all relief relief valve when the tank or test fixture valves be regularly inspected for visible damage, is pressurized. The relief valve could dirt, corrosion, missing raincaps, paint inside outlet, suddenly"pop"open blowing gas,dirt, tampering, etc. If any of the preceding is evident and other debris into the person's face or questionable, the valve should be retested and and eyes. repaired if necessary or replaced immediately. 1. Install relief valve in the tester. Fill the relief valve The discharge side of the relief valve body must be body outlet with water. A calibrated pressure kept free of dirt, water, and other foreign matter which gauge should be used to indicate relief valve inlet can damagethe valve O-ring or block the valves pressure readings. The gauge should be at least closed and can prevent the valve from opening. 6-inches(152 mm)in diameter with 2 psi(0,14 bar) Remove the blockage and/or replace the valves or increments and the anticipated start-to-discharge retest and repair as necessary, should be readable in the middle third of the Relief valves are precisely set and wire sealed by gauge range. the manufacturer for the correct start-to-discharge 2. Slowly apply air pressure at the rate of 2 psi setting. Repair and resetting the relief valve should (0,14 bar) per second to the relief valve inlet never be attempted except by a repair facility that has until start-to-discharge. Start-to-discharge a National Board VR stamp or has been approved pressure is the point at which the first bubbles to repair and reset relief valves by the appropriate appear in a water seal not to exceed 4-inches governmental authority. (102 mm). Since the 0-ring in a relief valve is subject to normal 3. Repeat the start-to-discharge tests at least 3 deterioration, EmersonT"" recommends that a relief times to ensure setpoint accuracy. Setpoint valve not be used for longer than 15 years without readings should be within 1 to 2 psi(0,07 to repair, retest or replacement. (All FisherQ valves carry 0,14 bar) of each other for consistency. the date of mpnufacture). Earlier replacement may be required due to severe service conditions or code 4. Start-to-discharge pressure should be within 0 to requirements. The O-ring seals in the relief valves 10% higher than the stamped set pressure on covered by this manual can be replaced in the field valve. Example-stamped pressure is 250 psi without effecting the relief valve start-to-discharge. (17,2 bar). Start-to-discharge minimum pressure: Refer to the Sections on Relief Valve Testing and 250 psi {17,2 bar) and start-to-discharge O-ring Seal R eplacement. pressure maximum: 275 psi (19,0 bar). 5. Verify Reseat pressure. After reaching the Relief Valve Testing start-to-discharge setting, reduce pressure to 90% of the observed set pressure. There should The following procedure describes how to determine be no bubbles visible through the water seal at the setpoint nd reseal of a relief valve. that pressure. 5 I H Series Table 1. O-Ring Part Numbers TYPES KEY NITRILE(NBR) ETHYLENEPROPYLENE FLUOROCARBON PERFLUOROELASTOMER NEOPRENE (EPR) (FKM) (FFKM) (CR) 17 T14332T0062 ---- ---- H282,H732,H5112 18 GE00773TO22 ---- ---- ---- ---- H832,H882,H8112 17 T14332T0062 T14332T0022 T14332T0032 T14332T0042 T14332T0052 18 GE00773TO22 1H9938XO022 1H9938X0012 1HO938XO052 1HO939XO032 H722 17 T14333T0062 ---- ---- ---- ---- 18 T14334T0062 ---- ---- ---- ---- H822 17 T14333T0062 T14333T0022 T14333T0032 T14333T0042 T14333T0052 18 T14334T0062 T14334T0022 T14334T0032 T14334T0042 T14334T0052 Table 2. Hex Locknut Part Numbers TYPES KEY PART NUMBER H28Z H732,H5112,H832,H882,and H8112 11 105309XC052 H722 and H822 11 1 D5207XO022 ZA To replace the 0-ring Seals, Refer to Figures 3,4, and 5. 1. Securely hold hex adjusting nut(key 8), on the These relief valves must be removed end of the stem/bottom disk assembly (key 14) from service before attempting to and remove the Hex Locknut(key 11). check setpoint, replace O-ring seals or Discard the Hex Locknut and replace with a repair. 'I Failure to do so could result in new Locknut. the discharge of high-pressure gas and 2. Remove the Top Disk(key 2)and the 2 0-rings possible personal injury. (keys 17 and 18). Discard the 2 0-rings. 3. Refer to Figures 3, 4, and 5. Apply Dow Corning® #111 lubricant(key 21)to 0-rings (keys 17 and 18). Install the larger 0-ring (key 17), into the Only a qualified repair facility should outer groove and the smaller 0-ring (key 18), test and replace the relief valve seat into the inner groove of the Top Disk(key 2). O-rings. Only a qualified repair facility with a National Board Vli stamp or 4. Place the Top Disk and 0-rings over the authorized by a governmental agency Stem/Bottom Disk Assembly (key 14), slowly should'rebuild and reset relief valves. guiding and compressing 0-rings onto lower disk holder. Apply Magnalube®-G PTFE Grease to Stem/Bottom Disk Assembly (key 14). Install Replaeligg O-Ring Seals in Hex Locknut(key 11). Relief V/ Ives 5. While still securely holding the hex adjusting nut ^ F (key 8)on the end of the Stem/Bottom Disk x Assembly (key 14)to prevent rotation, tighten the hex lcknut(key 11)to the Stem/Bottom Disk Only repair parts from the Assembly (key 14). Torque the new Hex Locknut manufacturer should be used in the to 12 to 15 foot-pounds(16 to 20 N•m)force. repair of these valves. See Tables 9 and 2 for part numbers for the O-ring 6. Recheck relief valve for start-to-discharge and seals and Hex Locknuts. reseat as described in the Test Section. If the relief valve start-to-discharge is below or above 7. Remove existing wire seal and replace with new the limits defined in the Testing Section or the reseat seal. Stamp lead seal with repair facility mark and pressure is too low, then the 0-ring seals may need to date of repair. be replaced. Dow Corningr,is a trademark of Dow Coming Corporation Magnalube®-G Is a registered Trademark of Saunders Enterprises.Inc B H Series DRILL 0 0,094-0,096 17 18 AND PIN AFTER SETTING 11 12T015 FOOT POUNDS(16to20N-m) 15 7 ...... ...... Cicl( 17 6 13 LARGE O-RING 18 14 1 2 10 (LUBRICATE) 19 2 TOP DISK 11 HEX NUT 0 APPLYLUSIRWANT 18 MW ................. SMALL O-RING (LUBRICATE) Figure 3. Types H722 and H822 Relief Valves DRILL 0 0,094-0,096 17 18 11 112T015FG0T-P0UNDS(161o20N-m) AND PIN AFTER SETTING 3 8 ------......------ 6 10 16 19 14 2 1 13 17 LARGE O-RING F-1 (LUBRICATE) 2 TOP DISK ii HEX NUT 18 SMALL O-RING 0 APPLY LUO OT (LUBRICATE) 721134 0 Figure 4. Types H732 and H832 Relief Valves 7 H Series DRILL 0 0,094-0,096 AND PIN AFTER SETTING 10 6 74 36 17 18 11 12 TO 15 FOOT-POUNDS(116(o 20 N-im) r1pin nt)k^t%^ G g4 1 2 ...... ....... LARGEO-RIM3 (LUBRICATE) 11 HEX NUT LARGE 0' (LUBRICATE) SMALL O-RING (LUBRICATE) 13 APPLYLUBRICANT M145 ED 2 2 TOP DISK P DI Figure 5. Types H282,H882,H5112, and H8112 Relief Valves Parts List (Refer to Figures 3, 4, and 5) Key Description Key Description 1 Body 2 Top Disk 10 Drive Screw Types H282,H882,H5112,and H8112(2 required) 3 Yoke(Typos H282,H882,H5112,and H8112 Only) Types H722,H732,H822,and H832(4 required) 4 Guide Bushing(Types H282,H882,H5112,and H81112 Only) 11 Hex Locknut 5 Pipe-away Deflector(Types H282,H882.H5112,and H8112 Only) 12 Magnalube-G PTFE Grease 6 Spring Seat 13 Rain Cap(Types H722,H732,H822,and H832 Only) 7 Spring 8 Hex Adjusting Nut 14 Stem/Bottom Disk Assembly 9 Roll Pin 15 Spring Tube 16 Lead Seal and Wire 17 Large O-Ring 18 Small O-Ring 19 Namepi-ato5(types H722,H732, H822,and H832) LP-Gas Equipment 21 Dow Coming'111 valve lubricant and sealant Emerson Process Management Regulator Technologies,Inc. USA-Headquarters McKinney,Texas 75070 USA Tel:1-800-558-5853 Outside U.S.1-971-548-3574 For further informal I ton visit www.emersonprocess.com/regulators4p The Emerson logo is a trademark and service mark of Emerson Electric Co.All other marks are the property of their prospective owners.Fisher is a mark owned by Fisher Controls,Inc.,a business of Emerson Process Management. The contents of this publication are presented for informational purposes only,and while ovary 61foll has been madt-to ensure their accuracy,they are riot to be construed as warranties or guarantees,express Of implied,regarding the products or services described herein or their use or applicabXly.We resarve the ri products at any time without notice. ght to mcd(Y of improve the designs orspecircations ot such Emerson Process manaciamont does not assume m3ponsib114y for the selection,use or maintenance of any product.Responsibility for proper selection,use and maintenance of any Emerson Process Management product remains solely with the purchaser. ®Emerson Process Ma-iamement Regulator Technologies,Inc.,2002,2009;All Rights Reserved EMEkSON. Instruction Manual C421 , + MCK-1104 Types C402, C42 1 , and C427 January 2009 Types C482, C 421 , and C427 Marna Va0vas Failure to follow these instructions or to _ properly install and maintain this equipment could result in an explosion and/or fire causing property damage and personal injury or death. ! FIsher6 equipment must be installed, operated,and maintained in accordance with federal,state,and local codes and Fisher instructions. The installation in most states must also comply with NFPA No.58,and 1 ; ,; � ANSI Standard KG1.1. Only personnel trained In the proper procedures, codes,standards,and ,x regulations of the LP-Gas industry should Install and service this equipment The internal valve must be closed except during product transfer. A line break dowstream of a pump may not actuate the TYPec4zr -� excess flow valve. If any break occurs in the system or if the excess flow valve closes,the TMPE cax� system should be shut down immediately. Figure 9.C400 Series lntemal Halves Introduction Scope of Manual Specifications This manual covers instructions for the Types C402,C421, Refer to Specifications for Types C402,C421,and C427 and C427 threaded intemal valves. internal valves. DOT Internal Self-Closing Stop Valve Requirement— Deseription U.S.Department of Transportation(DOT)regulations 49CFR§178.337-8(a)(4)require each liquid or vapor The valves are typically used on the inlets and outlets of diskharge outlet on cargo tanks(except for cargo tanks used bobtail and transport trucks and on large stationary storage to transport chlorine,carbon dioxide,refrigerated liquid,and tanks. They can also be installed in-line. Designed for certain cargo tanks certified prior to January 1,1995)to be propane,butane,or NH,at ambient temperatures,the valves fitted with an internal self-closing stop valve. Fisher's can be used on other compressed gases, but the user should "C"Series internal valves comply with the internal self- check with the factory to make sure the valves are suitable for closing stop valve requirement under the DOT regulations. the particular service. N V LI �S:I:dUFu61" IJeuVtl� ®�n �Y�! - t - o - " o U � • f T..y.^. 5(�1 y.p-,n ^rw Types C402, C42 c , and C427 SpecwiCetir.;ds _ Body Sizes,and End Connection Styles Maximum Allowable Inlet Pressure Inlet: 2 o r 3-inch NPT external 400 psig(27,6 bar)WOG Outlet: 2 or 34nch NPT internal Temperature Capabilities Number of Outlets -20'to 150°F(-29°to 66'C) Type C402:3(side) Body Materials Type C4'1:2(side and straight through) Types C421 and C427: Ductile Iron Type C4I 7: 1 (straight through) Type C402:Cast Steel WCC Excess Flow Springs Approximate Weights Half Coupling Flows: 2-inch Sizes(DN 50): 2-inch Sizes(DN 50): 100, 150,and 250 GPM Type C402: 15 pounds (7 kg) (378,5687 and 946 Umin) Type C421: 11 pounds(5 kg) 34nch Sizes(DN 80). 150,200,250,400,and 500 GPM Type C427: 9 pounds(4 kg) (568, 757, 946, 1514, and 1893 I/min) 3-inch Sizes(ON 80): Full Coupling Flows: Type C402: 38 pounds(17 kg) 2-inch Sizes(DN 50): 60,90, and 130 GPM Type C421: 21 pounds(10 kg) (227,341,and 492 Umin) Type C427: 16 pounds(7 kg) 3-inch Sizes(DN 80): 100, 125, 165,235,and 325 GPM (378,473,625, 890,and 12301/min) Principle of operation Once the main poppet opens,a flow greater than the valve's excess flow spring rating or a sufficient surge in flow forces Refer to the schematic drawing, Figure 2. In view#1,the the main poppet closed against the excess flow spring valve is held closed by both tank pressure and the valvds (view 94). The pilot valve allows a small amount of product closing spring. There is no leakage past the resilient seats in to bleed, but much less than view#2 where the rapid the poppet to the valve outlet. equalization portion of the stem is placed in the pilot opening. The valve is opened by moving the operating lever to When the operating lever is moved to the closed position,the valve closes completely and seals tightly(view#1). approximately mid-point in its 70°travel (view#2). This allows the cam to place the rapid equalization portion of the valve stem in the pilot opening, permitting a larger amount of lnstana aon product to bleed downstream than if the operating lever were moved to the full open position. Mounting and Piping When tank and downstream pressure are nearly equal after a few seconds, the excess flow spring pushes open the main The internal valves can be installed in either a half or full poppet(view 43)and the operating lever can be moved to coupling. Excess flow spring closing flow rates vary in half the full open position. and full couplings, refer to specifications. If tank pressure is greater than the valve's outlet pressure, � . 4. - �_ ;c Y .• A,� . ,•: the main poppet will remain in the closed position. If valve #�y+s • ` i ;: '' D 's t;'` ` outlet piping is closed off by other valves,however,product bleeding through the pilot will increase until it nearly equals Excess flow valve closing flow rates are not tank pressure and the main poppet opens. the same for half and full couplings. Verify the coupling for the desired excess flow rate. Note Do not install the valve In any piping tending The main poppet will not open if valve outlet to restrict the valve inlet because this may piping is not closed off so¢hat the outlet prevent the excess flow valve from closing. pressure can approach tank pressure. Do not install the valve with such extreme torque that the coupling can cut threads into the valve. This could cause valve distortion and affect the internal working parts. 2 J Types C40h--, C421 , and C427 LIMITED LIMITED BLEED BLEED BLEED F . BLEED S (� LOW " C� � .,�FLOW i � U O '� O o O o O o f O 4 VALVE OPEN EXGE55 FLOW VALVE VALVE CLOSED RAPID BLEED OPEN CLOSED 78p174 Figure 2.operational Schematic Do not use poly totrafluoroethylene(PT r E) Actuators tape as it may cause thread galling to occur. The remote operating control system for the valve Is extremely important, and it must be installed to conform Use an appropriate pipe compound,on the male threads of with the applicable codes. DOT MC331,for example, most the internal valve and pipeline. Pull the valve into the coupling generally applies for trucks. hand tight,and then wrench tighten it for approximately two additional turns. Larger size valves may require an additional Fisher®offers both cable controls and air cylinder systems the 0400 Series internal valves. it may also be amount of torque to obtain a leak-free connection. pos blet sto use cable controls from other manufacturers or to Keep piping from the valve outlet to the pump full size and fabricate a linkage mechanism. as short as possible with a minimum number of bends. Reduction in pipe size to suit smaller pump inlets should Any control system requires thermal protection (fuse links) be made as close to the pump as possible using forged at the valve,at the remote control point and,if necessary, reducers(swage nipples)or venturi tapers rather than near the hose connections. The instruction manuals for bushings. This assures minimum flow resistance and Fisher Controls actuator systems show how to install the efficient pump operation. fuse links. section below the inlet pipe Installation instructions on Fisher Types P650.P163A.and The valves have a break off thread which is intended to permit the lower valve body P164A cable controls,are in Form MCK-1o83. Air cylinder to shear off'Iin an accident, leaving the valve seat in the actuator installation is covered in Form MCK-1137. Type P340 tank. The break otv section is designed for container latchlremote release instructions are on Form MCK 2048- installations and will probably not provide shear The operating linkage must allow the operating lever to protection if the valve is installed In a pipeline. move from the fully closed position to within 2°of the fully Ahydrostatic relief valve does not need to be installed open position. The linkage should not apply strong force adjacent toithe valve since the internal valve relieves to the lever past the fully open position or the valve could excessive one pressure into the tank. be damaged. selective;%, Filling Manlf�,Wed Tanks �- o FisherO intemai valves provide positive shutoff only in one The infernal valve's closing spring is direction,from out of the tank to downstream of the valve. not resigned to overcome drag in the The internal valves are designed to allow gas to flow into control linkage in order to close the valve. a tank when the downstream line pressure exceeds tank Depending upon the control system used, pressure. if you want to selectively fill one or more of the an external spring (such as Fisher drawing other tanks In a tank manifold system,you must place a number 1K4434)or positive closing linkage positive shutoff valve downstream of the internal valve, may be needed. Be sure the control system otherwise,all tanks will be filled at the same time and at is installed to prevent binding that could about thesame rate. cause the valve to stick in the open position. 3 Types C402, C4' I , and C427 DOT Passive Shutdown Equipment Requirement— DOT 170"N operafoonnDOT regulations 490FR§173.315(n)(2) require certain cargo The internal valve contains an excess flow function,or tanks transporting propane,anhydrous ammonia and other "integral excess flow valve",that will close when the flow liquefied compressed gases to be equipped with passive exceeds the flow rating established by Fisher. Fisher's emergency diskharge control equipment that will automatically integral excess flow valve installed on a bobtail truck or shutoff the flow of product without human intervention within transport can provide protection against the diskharge of 20 secondsaa of of a n unintentional release design for each complete ve hazardous materials during an unloading operation of a separation delivery bobtail truck or transport in the event that a pump or piping shutdown system must be certified by a Design Certifying attached directly to the internal valve is sheared off before Engineer(DCE)and all components of the diskharge system the first valve,pump, or fitting downstream of the internal that are integral to the design must be included i the DCE consider an valve,provided that the cargo tank pressure produces a flow cee icaation. he DCE of the alg componentnu acturey. rate greater than the valve's excess flow rating. P Likewise,if the internal valve is installed on a stationary In the case of downstream ruptures in hose or piping,a tank or in the related downstream piping system,the variety of operating conditions routinely encountered during Integral excess flow valve can provide protection against 1�te Noading gral excess flow ration restrict e and make such a the rate f w through the le an unintentional release of hazardous materials in the to serve as the means of passive shutdown required under event that a pump or piping attached directly to the internal Such variables include restrictions valve is sheared off before the first valve, pump,or fitting 49CFR§173.315(n)(2). downstream of the internal valve, provided that the flow of incorporated in the diskharge system(due to pumpselbows,pipe product through the internal valve reaches the rated flow and in pipediameter,hose length and sions a numbering,elb in line specified by Fisher. valves or fittings),low operating pressure as a result of {N. — --- •• ;Lt ambient temperature,or a partially closed valve downstream `O ©� " '" in from the excess flow valve. Due to the variety of conditions, v in the case of a hose separation,that can restrict the rate Restrictions Incorporated in the diskharge of flow below the level necessary to activate the excess system of a bobtail truck or transport or of flow valve,the integral excess flow function of Fisher's' a stationary tank(due to pumps, pipe and "C"Series internal valves or"F"Series excess flow valves hose length and dimensions,branching, �ro 12—e 11,,qd to satisfy the passive shutdown equipment elbows, reductions in pipe diameter, or a requirement under/in 49CFR§173.315(n)(2). Also,a Design number of other in-line valves or fittings), Certifying Engineer Saganj include the integral excess flow low operating pressure as a result of valve of a Fisher"C" Series internal valve or"F"Series ambient temperature,or a partially closed excess flow valve as a component of the diskharge 6(n)(2). system valve downstream from the integral excess in any DCE certification under 49CFR§173.31 flow valve,can restrict the rate of flow through the internal valve below the level h,. necessary to actuate the integral excess p flowivalve. Therefore,MNOT the excess flow function of the internal valve for D_Q NOT MaS tho excess flow function the purpose of providing protection against incorporated into Fisher"C"Series internal the diskharge of hazardous materials in the valves or"F"Series excess flow valves to event of a rupture of hose or piping at a satisfy the passive shutdown equipment point in the diskharge system downstream requirement in 49CFR§173.315(n)(2). 20—M-0 L from the first valve, pump,or fitting include the excess flow function incorporated downstream of the internal valve. into Fisher"C"Series internal valves or Thellnternal valve is designed with an "F" Series excess flow valves In a DCE internal bleed feature for equalization of certification under 49CFR§173.315(n)(2). The pressure. After the integral excess flow valve cargo tank manufacturer must Install some closes,the leakage through the bleed must other equipment that satisfies the requirement be controlled or a hazard can be created. For r"or;passive shutdown capability under this reason the operator must be familiar with 49CFR§173.315(n)(2). the closure controls for the internal valve and i=allure to follow this waming could result In must close the internal valve immediately serious personal injury or property damage after the Integral excess flow valve closes. from a fire or explosion in the event of an Failure to follow this waming could result in unintentional release of product during an serious personal injury or property damage unloading operation. from a Sire or explosion. 4 1 T,Y pes C40z, C421 , and C427 0pelrat106➢ valve operating lever which does not fully open the valve. The trouble could also be from a valve that has its inlet port Since the C400 Series will not open unless the downstream obstructed or from sudden line surges. In orderto check pressure can build-up to equal the inlet pressure,an the valve opening travel,operate the lever manually to the operating sequence that assures equalization is important. full travel,wait until valve opens(usually about 15 seconds), Follow these points: then engage the pump. If the excess flow closes,the points mentioned above should be investigated. 1. C400s on(bobtails and transports should never be open when the truck is in motion. If the control system is not Internal Valve Will Not Close—.The stub shaft could be interlocked to prevent this,the operator is responsible to binding or the stem could be bent in the valve. Before see that the valves are closed. disassembling the valve,check the actuator mechanism to 2. Always open the internal valve before opening any other see that it operates freely by diskonnecting it from the valve valves in the line or starting the pump. lever and cycling it several times. Also,operate the valve i lever manually. If it sticks in the open position,the packing 3. Move the lever to the half-open position(Operational and bushings should be replaced_ This should free the Schematic,view#2)to equalize pressure. When the operating mechanism if the valve has not been damaged main poppet clicks open, move the operating lever internally. Refer to the"Maintenance"section. fully open 4 Low Flow Capacity—This could be caused by too small an . open other line valves slowly to avoid sudden surges internal valve,too small or long downstream piping,plugged which could slug the excess flow valve shut. screens,some other restriction in the downstream system,or 5. If the excess flow valve does close,stop the pump and by the bypass valve sticking in the open position. The bypass dose the nearest downstream valve. Move the internal valve could also be set too low and be opening prematurely. valve's operating lever back to the rapid equalizing position and waitforthe valve to click open. Then Maintenance move the operating lever fully open and slowly open the downstream valve. 6. All valves!should be completely open when pumping. (Throttling type valves could prevent the excess flow valve from dosing when required.) Do not use these Internal valves if they 7. The operator must always be aware of where the remote leak,fail to work properly or have been damaged or have missing parts. Prompt closure controls are located and know how to operate repairs should be made by a properly trained the controls if an emergency requires valve closure. serviceman. Continued use without repair When pumping is finished, make a habit of closing can create a hazardous or injurious situation. the internal valve from the remote closure point,thus checking to see that the control actually is capable of A simple preventative maintenance program for the valve closing the valve. and its controls will eliminate a lot of potential problems. 8. The valve should be open when backfilling through the Fisher®recommends these steps be conducted once a valve to fill the tank_ month. Also refer to the Department of Transportation Troubleshooting (DOT)CFR 49 Sections 180.416 and 180 Appendix A and 8 which specify monthly maintenance and Inspections internal Valve Will Not Open—This could be due to leakage tests for cargo tank service internal valves and their downstream,engaging the pump too soon or from excessive actuation controls. wear in the internal valve. If excessive volume is in the d 1. Inspect the operating lever to see that it operates freely downstream system,a longer time is required to equalize the pressures(tank and downstream)before the pump can be and that there is no leakage around the retainer nut. 1f there is sticking or leakage,replace the packing and engaged. To determine if the valve pilot seat is opening,install a gauge downstream of the valve,operate the valve actuator, bushings. Refer to Replacing Packing. if pressure does not build up to the tank pressure,the valve 2.Check for tight closure of the seat disks. Any detected pilot seat is not open. This test should be done with pump off. leakage,which is normally caused by disk wear or dirt, If the pilot is not opening,it may be plugged with dirt or some scale or debris embedded in the disk,requires that time internal part may be broken. If by operating the lever manually internal valve be removed from service and repaired. it can be rotated past the fully open position,there is something Repair most often requires the replacement of valve disks. wrong internally and the valve must be disassembled. To check for leakage: a.Close the internal valve and exhaust downstream Premature Valve Closure—This can be caused from pressure. Close the first valve downstream from engaging the pump too soon, by an underrated excess the internal valve, and note any pressure buildup, flow valve spring, or by an improperly connected internal using a pressure gauge,between the closed valve s Types C402, �L;4! , and C427 and um internal valve. If piping is cold allow it to 7. Reassemble in reverse order. Replace cap screw warm ambient temperature. (key 15R)using 30 to 35 inch-pounds torque. b. Refer CFR 49 Section 180 Appendix B for Meter 8_ Make sure the operating lever can move freely after the Creep Test Methods. new parts are installed. Conduct a leak test under 3. All operating controls should be inspected and cleaned pressure with a soap solution. and oiled. The controls should be checked to see that they fully open—but not over-travel—the internal valve To Rep0ace Seat Disks operating lever and operate freely to close the valve. 4. Standard construction internal valves must be removed if 1. Remove the valve from the tank. the container is to be steam cleaned. Heat can damage the valve's seats and seals. 2. Remove the cotter pin(key 14)and unscrew the hex nut 5. Standard construction internal valves are not (key 13). designed,for water service_ Immediately after a 3. Remove both disk holders(keys 6 and 12)from the stem container is hydrostatically tested,remove all water and (key 2). allow the.Icontainer to thoroughly dry out. � 4.Unscrew the three screws(key 9)holding the disk 6. Clean and inspect the integral strainer in the Type C402s. retainer(key 8)to replace the main seat disk. To remove the strainer,first evacuate the downstream piping and remove the flange bolts leaving one bolt 5. Examine both seat disks(keys 7 and 11)and replace attached to the body. Rotate the flange 1800 and the if necessary. retainer and screen will drop out. Clean the gasket surfaces and the gasket. Replace the gasket if 6. If the excess flow spring(key 3)is changed,replace the necess I . Make a leak test after reassembly nameplate or stamp the body with the new type number. 7. AJways replace the sealing washer(key 23). DISM"d bly 8. Reassemble in reverse order using 15 to 20 foot-pounds (20 to 27 N-M)torque to install the disk retainer(key 8). ='► `' ` Apply Loctite No.242 or equivalent on the stem threads before installing the hex nut(key 13). Tank pressures must be released before removing the valve from the container. Failure Parts Ordering to do So could result in personal Injury. When corresponding about this equipment,always reference Numbers in parenthesis refer to key numbers in Figures 3,4, the equipment type number found on the nameplate. and 5. A replacement Parts List is available for the valves. When ordering replacement parts, reference the complete To Replace Packing 11-character part number for each needed part. 1. The packing (keys 15F, G, and H)can be replaced with product in the tank by closing the operating lever p {} (key 18)and blowing down the downstream pressure in Parts Ile st (Figures 3 through 5) the system_ Types C402, C421, and C427 2. Remove the three cap screws(key 17)holding the bonnet assembly to the body. Key Description 3. Rotate tt�e entire bonnet assembly slightly to remove it 1 Body from the l3od 2 Stem Assembly Y• 3 Excess Flow Spring 4. Unscrew,the capscrew(key 15R from the stub shaft 5 Spring Seat { Y ) 5 shutoff spring (key 15J),and remove the operating lever by taking out 6 Disk Holder the cotter pin(key 19). 7' Lower Disk 6 Disk Retainer 5. Unscrew the retaining nut(key 15M)from the bonnet. s Screw(3 required) Pushing on the stub shaft(key 15J)will expose the 10 Disk Retainer bonnet parts including the packing. 12 Upper Disk 9 12 Disk Holder the liner bushings(keys 15B and 15 13 Hex Nut 6. Besides the packing, 9 ( Y � 14 cotter Pin should be replaced. 15A Bonnet 15B`Liner Bushing 'Recommended spare part 6 Types C402, C421 , and C427 6 10 13 14 12 if 23 9 3 4 n 35 8 2 36 I 5 33 I 5 I S E 17 25 16 C 6 11 23 14 13 12 10 9 9 is 2� 2s I 34 7 2 Figure 3. Type C402 Assembly g 15P a 35 � 1s (5 15t3 33 15M Iw 15R 15L I5S 15K 18 15C 15D t5F ISG 15H 15E 17 15A Figure 4. Type C427 Assembly 7 Types C402, C4i I , and C427 Parts List (Figures 3 t1 rough 5) 9 12 14 13 10 6 Types C402, C421, and C427 (continued) Key DesadO on 3 15C Washer 15D Spring 3 15E Washer(2 required) q 15F'Male Packing Adaptor 15G'Packing(3 required) 15 7 15H"Female Packing Adaptor 15J Stub Shaft 36 8 15K`Liner Bushing fro 15L Rod Wiper 5 15M Retainer Nut 5 15N Groove in 33 15P Cam f 2 15R CaPS ew _ 15S zsher it O-ring 15 17 Cap Screw(3 required) 18 Operating Lever ' 19 Cotter Pin(not shown) 20 Nameplate(not shown) 21 Drive Screw(2 required)(not shown) _ 22 Pipe Plug(not shown) 23` Washer 5 33 Travel Stag 35 Bushing 36 Guide For Type C402 Only 17 5F 25 Stainer 26' 0-ring Figure 5.Type C421 Assembly 27 Bottom Flange 28 Lock Washer(8 required) 29 Cap Screw(8 required) 'Recommended spare part LP-Gas&Eq slipment Emerson Proeess Management Regulator Tibhnologies,Inc. USA-Headquarters arters McKinney,Texas 75069-1872 USA Telephone:1(800)558-5853 Telephone:1(972)548-3574 For further information visit www.emersonprocess.com/regulators The Emerson logo is a trademark and service mark of Emerson Electric Co.All other marks are the property of their prospective owners.Fisher is a mark owned by Fisher Controls,Inc.,a business of Emerson Process Management The contents of thts publication are p.'esented rot inrerrnafional purposoc only,and%Vhiie every e9'on has beon made to insure their eoarracy,they are not to be construed as vrtrnantles or guarantees,expross orimpfied,rogarding the products or services described heroin or their use orapplicability.We msarvo tho right to modify orimpmvo the dargns or spocifieadons of such products at any time withoutnofioe. Emerson process Management does not assume responsibility for the selection,use or malnlenanoe or any product.Responsibility for proper selection,use and maintenance of airy Emerson Process Managernmi product remains solely with the Purchaser. EME00%.25i N. ®Ememan Pro ccs:Management Regulator Technologies,Inc,.2002,2009;All Rights Reserved od .g W St � 00 9i ` i'T r � z • 411 t 00 �[ U Emerson Process Management Regulator3'echnolog;es,Inc. 310 E.University Drive McKinney,TX75059-1872 -e GN411 CAN' C.17 g �ffv ��«�� h• w\&w.fisherregulators-com Forinformation call 1-800-558-5853 e e I g = o fl � a. a 1 �' G L l7 a o d Y N DO 4tl �'O da �� v +3, E ` ago c m a 31 2m �o �Cli _ O O O� d OJ C .a+ O, a o C�o &;: �� c C _U a m fV E d.N io N Ye Fib ct Lf1 O CO ---- 7 C +.• X �. 0 u I rnoo e v 9 N d cf ru p L- Q� a! vi 0 a•W ` i` G u 11 3 > w o — o a e, � fl �s- �n� yL� f0 -p-0 'O Lt t Ln � Cl- � C > E � 5 C `o V ~ ui � d m In � 7 V O o o' �- a o -V x� Z N ra ro rfl M M 7 C O -} LLJ N o :u 'V° Ln Ln `l V L IA � N �1 r9 C e ro �a. r N fV rV rV •,,,_Y r r-4 N rN - '>J ++ C ro U 0 .-�u GG¢v+1— oc rn V p V 0000 rho O l�rJ ko IM p,n Jq a) -0 N OO C 0. 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E cl 'c �, f��1 l © e Uj fill Emerson Process Management RegulatorYechnoiogies,Inc. 310 E.University Drive MclGnney,TX 75069-1872 www.fisherregulators.com For Information Call 1-800-558-5853 V-0:O tE X f Idlm�oao nLn,nZO ra Q _s E aL e , M� iOQ:Z 0ZZ ire a. N a DJ '^ ` 0 ° ��o �Srn' e yt-vOID[1 +_+ � U Cvp 0 O ocom �� ql v1O^t—r-N 7 C (g n C C O d 0.�+ a n �~r- s O M9 a 0 0 0 =� `.U U V + v N U Ln 0 4 l9 `y cD�oo a" i l a. Lf1 tr u, ? 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Qi L U L ai N `�`: V _ U >,L > ra d •w o f° i"C.+ > c __ IRA t"' ro •�' E'- z '- _ �� Z c �E u t a� ate �r_vco 0u00t_ 4112 Q cvro IV IM0v >_ ro _ In L u to 41 ,(a-- C C `v� ra ry o .w- — GO C2 to E M E v d cyv Bi :,se c ai c 'r'o ai - �� D �3 9 . a � = r- amN2O ma Q'� � v � = r P! d O ry E c — sR s b cll .0 O fQ lyy N }Or yr S.� p1 07 O GP'; -- — •� G y, ;.u O .-- V c t O— 07 1/f i 9f Cl-= O Iti '� Q�O O N .O l3 C V > un > Ofu CD t re L 0- 0 Mn a u - ' I Y T *! -• t NM)9iSd'3MRS53Nd lV11N?H3iiIa3AttlA I 1 1 Permit Details Date 7/1/2016 Permit Number 1071 Review Information Review Date /1/2016 Typejqommercial Mechanical Taroet Dateb/8/2016 Completion Date /20/2016 Tank application of the Fire Barrier Intumescent Coating and the installation of the two water canons would provide Description dequate fire protection features.We would support the installation of the 2 tanks.Still needs to be approved by the ire Marshal. StatuslADDroved Assigned To .Christopher Youna Notes/Conditions Date Notes 2016-08-24 The Closed Record Hearing was conducted and approved on 8/23/16 for the installation of(2)30,000 gallon tanks with the condition that the dry pipe waters stem be installed and the tanks are fireproofed as proposed. CJY Property Information Parcel#:31052200100500 188TH LLC 188TH LLC 6404 and 6320 188TH STREET NE 320 188TH STREET NE ARLINGTON WA 98223 111 Single Family Residence-Detached 7/1/2019 hftps://www.snoco-org/proptax/(S(kbvflwu5l kyvt3quvph43nz5))/parcelinfo.aspx SnohomishOnlln4 6overnmeet leformallon 8 Sorvlcos County -;-Al Washington Home Other Property Data Help i'rc)ln�i_. ":r_h >Search Results>Property Summary Property Account Summary 7/1/2019 Parcel Number �31051100306100 Property Address JUNKNOWN UNKNOWN,UNKNOWN, General Information Section 11 Township 31 Ran e 05 Quarter SW-PTN SW 1/4 DAF:COM SW COR OF SD SEC 11 TH N89*06 06E ALG S LN 694.52FT TO E LN OF BNRR (AKA NPRR)R/W TH N8*42 57E ALG SD E R/W LN 957.37FT TO BEG OFTANG CRV TO R HAV RAD 3682.41FT TH ALG ARC OF SD CRV THRU C/A 0*09 33 DIST 10.23FT TO TPB TH CONT ALG ARC OF SD CRV THRU Property Description C/A 3*03 17 DIST 196.22FT TH S76* 15 45E 116.62FT TAP ON CRV WH RAD PT BEARSN56*48 10E 498.34FT SD PT BEING 20FT SWLY AS MEAS RAD FR C/L OF N LEG OF NORTHERN PACIFIC WYE TR TH SELY DIR ALG SD CRV TO L PLT&20FT DIST FR SD C/L THRU C/A 6*56 06 DIST 60.32FT TH S18* 17 03EI17.75FT TH S8*42 57W 38.64FT TH N81* 17 03W 218.31FT TO TPB AKA PAR D OF CITY OF ARL BLA REC AFN 9708205003 Property Category Land and Improvements Status Active,Locally Assessed Tax Code Area 100110 Property Characteristics Use Code 249 Other Lumber&Wood Products(Ex.Furnitu)NEC Unit of Measure Acre(s) Size(gross) 0.80 Related Properties No Related Properties Found Parties Role Percent Name Address _ Taxpayer 100 PLAINS LPG SERVICES PO BOX 4648,HOUSTON,TX 77210 LP Owner 100 PLAINS LPG SERVICES PO BOX 44648,HOUSTON,TX 77210- LP 14648 Property Values Tax Year Tax Year Tax Year Tax Year Tax Year Value Type 2019 2018 2017 2016 2015 Taxable Value Regular $217,800 $209,100 $191,700 $191,700 $191,700 Exemption Amount Regular Market Total $217,800 $209,100 $191,700 $191,700 $191,700 Assessed Value $217,800 $209,100 $191,700 $191,700 $191,700 Market Land $217,800 $209,100 $191,700 $191,700 $191,700 Market Improvement Personal Property https://www.snoco.org/proptax/(S(kbvfl wu5l kyvt3quvph43nz5))/parcelinfo.aspx 1/3 7/1/2019 https://www.snoco.org/proptax/(S(kbvfl wu51 kyvt3quvph43nz5))/parcelinfo.aspx Active Exemptions No Exemptions Found Events Effective Entry Date- Date Time Type Remarks 09/01/2004 '01/26/2005 Owner Terminated Property Transfer Filing No.: 388078 09/01/2004 by sasmns 16:32:00 09/01/2004 01/26/2005 Owner Added Property Transfer Filing No.: 388078 09/01/2004 by sasmns 16:32:00 09/01/2004 01/07/2005 Taxpayer Changed Property Transfer Filing No.: 388708 09/01/2004 by strphb 09:08:00 09/01/2004 01/07/2005 Excise Processed Property Transfer Filing No.: 388708, Statutory Warranty Deed 09/01/2004 09:08:00 1 by strphb 03/11/2002 '03/11/2002 ITaxpayer Chan ed P15:16:00 g arty/Property Relationship by strrjy 02/21/2002 Type:Value Change Due to Segregation/Merger, Status:Approved, Tax 02/21/2002 13:24:00 Value Modification y=:2001 by sasset 02/21/2002 Type:Value Change Due to Segregation/Merger, Status:Approved,Tax 02/21/2002 13:24:00 Value Modification Year:2002 by sasset 01/14/2002 01/14/2002 (Value Modification Type:Value Change Due to Segregation/Merger, Status:Under Review, 10:47:00 Tax Year:2002 by sasset 01/14/2002 01/14/2002 Value Modification Type:Value Change Due to Segregation/Merger, Status:Under Review, 10:46:00 Tax Year:2001 by sasset 01/14/2002 01/14/2002 Property Characteristic Size changed from 1.10 to 0.80 by sasset 10:44:00 Changed 01/14/2002 01/14/2002 Property Characteristic Size changed from 1.10 to 0.80 by sasset 10:44:00 Changed 07/05/2001 02/21/2002 Owner Terminated Party/Property Relationship by sasset 14:02:00 07/05/2001 02/21/2002 (Owner Added Party/Property Relationship by sasset 14:01:00 07/05/2001 08/03/2001 Excise Processed Property Transfer Filing No.:364650, Statutory Warranty Deed 07/05/2001 14:06:00 by strgss 03/20/2001 02/25/2002 Taxpayer Changed Property Transfer Filing No.:263217 03/20/2001 by sasjrl 11:47:00 03/20/2001 3/2001 Excise Processed Property Transfer Filing No.: 263217,Quit Claim Deed 03/20/2001 by L0:00 strrlw 03/20/2001 1 03/23/2001 Excise Processed Property Transfer Filing No.: 263216,Quit Claim Deed 03/20/2001 by 14:49:00 'strrlw ax Balance No Charges are currently due. If you believe this is incorrect, please contact our Office at (425) 388- 3366. Installments Payable/Paid for Tax Year(Enter 4-digit Year, then Click-Here): 2019 Distribution of Current Taxes District Rate Amount Voted Non-Voted Amount Amount ARLINGTON SCHOOL DIST NO 16 2.83 $617.00 $617.00 $0.00 CITY OF ARLINGTON 1.89 $411.18 $78.71 $332.47 PUB HOSP#3 0.51 $110.91 $110-911 $0.00 PUB I-IOSP#3 0.28 $61.70 $0.001 $61.70 SNO-ISLE INTERCOUNTY RURAL LIBRARY 0.47 $102.45 $0.001 $102.45 SNOHOMISH COUNTY-CNT 0.72 $156.0-3 $0.001 $156.03 STATE 2.57 $558.68 $0.001 $558.68 I https://www.snoco.org/proptax/(S(kbvfl wu51 kyvt3quvph43nz5))/parcel info.aspx 2/3 7/1/2019 https://www.snoco.org/proptax/(S(kbvfl wu51 kyvt3quvph43nz5))/parcel info.aspx SNnHOMISH CONSERVATION DISTRICT 1 $6.931 50.00� $6.931 TtJTAL - 9.271$2,024.881 $806.62 $1,218.26 Pending Property Values Pending Tax Market Land MarketMarket Total Current Use Current Use Current Use Year Value Improvement Value Land Value Improvement Total Value Value 2020 $243,900.00 $0.00 $243.900.00 $0.00 $0.00 $0.00 Levy Rate History Tax Year Total Levy Rate 2018 11.674595 2017 11.441932 2016 12.192001 Real Property Structures Description IType IYear Built More Information No Real Property Structures Found Receipts Date Receipt No. Amount Tendered to Parcel Receipt Total 03/22/2019 00:00:00 10325127 $2,024.88 $2,024.88 04/24/2018 00:00:00 2961956 $2,447.10 $2,447.10 04/20/2017 00:00:00 389 4450 1 $2,198.46 $2,198.46 03/29/201613:34:00 8646079 $2,342.25 $3,569.35 04/14/2015 09:26:00 8121169 $2,429.93 $3,887.56 03/21/2014 00:00:00 '754 83 $2,407 69 $2,402.60 Sales History Sale Date Entry Recording Recordingl Sale Excise Deed Transfer Other Date Date Number Type Amount Number T Type Grantor(Seller)Grantee(Buyer)(Parcels YP MILLER CANPET 03/20/200103/23/200103/20/2001 $0.00 263217 QC S SHINGLE CO ENERGY No GROUP INC CANPET PLAINS 07/05/200108/03/2001 07/05/2001 $65,000.00 364650 W S ENERGY MARKETING No GROUP INC LP PLAINS PLAINS LPG 09/01/2004 01/07/2005,09/01/2004 $0.00 388078 W S MARKETING SERVICES LP o LP Property Maps Neighborhood Code ITownship 111ange Isection Quarter jparcel Map 5203002 131 105 111 1SW jYiew parcel maps for this Townshi !�8 / ction Printable Version Developed by Thomson Reuters. @2005-2017 All rights reserved. Version 4.0.3.0 https://www.snoco.org/proptax/(S(kbvfl wu51 kyvt3quvph43nz5))/parcel info.aspx 3/3 , � � r Chapter 15.24-STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS 15.24.010-Storage of flammable and combustible liquids in outside aboveground tanks prohibited; exceptions. (a) Bulk plants for the manufacture of flammable or combustible liquids are not permitted within the corporate limits of the city except as provided in Section 15.24.030. (b) Bulk storage facilities for storage or the dispensing of flammable liquids, combustible liquids and liquid compressed gases are not permitted within the corporate limits of the city except as provided in Section 15.24.030. (c) Cylinders in bulk storage that are accessory to the primary use are permitted when located in control areas and in compliance with the International Fire Code (IFC). (d) Building heating systems with a water capacity of three hundred gallons or less are exempt from the requirements of this chapter. (Ord. No. 2015-019, § 1, 9-21-2015) 15.24.020-Operating permit. Any person proposing to store any flammable or combustible liquids in excess of fifty gallons shall make written application for an operating permit to the building official. (Ord. No. 2015-019, § 1, 9-21-2015) 15.24.030- Bulk storage facilities. (a) Bulk storage facilities for keeping or storage of flammable liquids, combustible liquids and liquid compressed gases may be erected and maintained within the city in those areas zoned General Industrial, as defined in the Land Use Code of the city, provided that the erection and maintenance of the installation are conducted in compliance with all applicable codes and standards. Any single tank, or all combined tanks shall not exceed thirty thousand gallons.An operating permit is required and shall be issued by the building or fire official. (b) Bulk storage facilities for keeping or storage of flammable liquids, combustible liquids and liquid compressed gases may be erected and maintained within the city in those areas zoned Light Industrial and Aviation Flightline, as defined in the Land Use Code of the city, provided that the erection and maintenance of the installation are conducted in compliance with all applicable codes and standards. Single tank capacity is limited to twelve thousand gallons with all tanks not exceeding twenty-four thousand gallons.An operating permit is required and shall be issued by the building or fire official. (c) Storage facilities for the keeping or storage of flammable liquids, combustible liquids and liquid compressed gases may be erected and maintained within the city in those areas zoned ! i � commercial or residential, as defined by the Land Use Code of the city, provided that the installation is approved by the city council and a SEPA has been conducted indicating that no significant adverse environmental impact would be created. If approved,the erection, installation and maintenance shall comply with all applicable codes and standards.An operating permit is required and shall be issued by the building or fire official. (d) Manufacturing facilities of flammable liquids, combustible liquids and liquid compressed gases may be erected and maintained within the city in those areas zoned General Industrial, as defined in the Land Use Code of the city, provided that: (1) The erection and maintenance of the installation are conducted in compliance with all applicable codes and standards; (2) The installation is approved by the city council; and (3) The project is in compliance with the State Environmental Policy Act(SEPA)and all significant adverse environmental impacts have been mitigated. If approved,the erection, installation and maintenance shall comply with all applicable codes and standards.An operating permit is required and shall be issued by the building or fire official. (Ord. No. 2015-019, § 1, 9-21-2015) BEFORE THE HEARING EXAMINER FOR THE CITY OF ARLINGTON In The Matter of the Appeal of ) No. HEA-2016-01 Greg Bowlin,on behalf of } VanderYacht Propone Project VanderYacht Propane Inc. ) FINDINGS, CONCLUSION, OCa Permit Denial ) AND DECISION SUMMARY OF DECISION The appeal from the City's decision denying the Appellant's proposal to site two 30,000 gallon propane tanks at 6320 1881h Street NE is GRANTED. The decision is modified as detailed below. SUMMARY OF PROCEEDINGS Hearing Date: The Hearing Examiner held a closed record hearing on the appeal on August 23, 2016. Exhibits: The City submitted the following papers constituting the record relating to the appealed action: 1. Table of Contents 2. Witness List 3. Pre-Hearing Order, dated August 1,2016 4. Memo from Christopher Young, Community &Economic Development Director, undated 5. National Fire Protection Association(NFPA)—NFPA 58 —Liquefied Petroleum Gas Code, 2014 Edition 6. Arlington Municipal Code— 15.24.030 7. Fire safety Analysis, Columbia-Sentinel Engineers, Inc., dated July 7, 2016 8. Intradepartmental Memorandum from Tom Cooper, Deputy Fire Chief,to Chris Young, dated July 22, 2016 9. Appeal Letter from Greg Bowlin to Christopher Young, dated July 20, 2016 10. Denial Letter from Christopher Young to Bryan Vander Yacht, dated July 15, 2016 11. Contego Original Formula Reactive Fire Barrier Intumescent- Product Data Sheet, undated 12. Seismic Design Requirements, CSE Job 91675,undated Findings, Conclusion, and Decision City of Arlington Hearing Examiner VanderYacht Inc., Appeal of a City Permit Denial HEA-2016-01 Page 1 of 5 t 1 13, Calhoun Tank& Services, Inc. six drawings 14. USGS Design Maps Summary Report, undated 15. Stang Industries, Inc., 915/Manual, 1.5" Station Monitor,received June 27, 2016 16. Emerson Process Management Regulator Technologies, Inc., Jet Bleed Internal Valve Specs 17. Emerson Process Management- Internal Valves C-Series Specs, dated January 2009 18. Emerson Process Management-Large Internal Spring Relief Valves H-Series Specs, dated May 2009 19. Blackmer Liquefied Gas Pumps - Installation Operation and Maintenance Instructions L- Series. effective January 2014 20. Operating Permit Application, received June 27, 2016 21. Commercial Mechanical Permit Application, received June 27, 2016 22. Affidavit of Publication, Everett Daily Herald, SEPA Threshold Determination, dated July 11, 2016, with ad copy 23. Affidavit of Posting, MDNS, dated July 11, 2016 24. SEPA Distribution List, undated 25. SEPA Threshold Determination—Mitigated Determination of Nonsignificance(MDNS), dated July 8, 2016 26. SEPA Checklist, dated June 10, 2016 27. Notice of Complete Application, dated July 8, 2016 28. Site Plan, dated June 22, 2016 29. Vicinity Map 30. Letter from Chuck Gerdes to City of Arlington, Site Plan Review Narrative, dated June 23,2016 31. Land Use Application Zoning Permit, received June 27, 2016 The Hearing Examiner makes the following Findings and Conclusions based upon the record provided at the closed record appeal hearing: FINDINGS Application 1. VanderYacht Propane, Inc. (Appellant) filed applications to site two 30,000 gallon propane tanks at 6320 188"'Street NE. The Appellant submitted a Zoning Permit application for a site plan review(Exhibit 31), a Commercial Mechanical Permit application(Exhibit 21), and an Operating Permit application(Exhibit 20)to the City of Arlington, (City) on June 27, 2016. The City determined that the Zoning Permit application was complete on July 8, 2016. Exhibit 20; Exhibit 21; Exhibit 27; Exhibit 30; Exhibit 31. SEPA Notice 2. The City's Department of Community&Economic Development acted as lead agency and analyzed the environmental impacts of the proposal under the State Environmental Policy Act (SEPA), Chapter 43.21C RCW. The City reviewed the environmental checklist and other information on file and determined that, with conditions, the proposal Findings, Conclusion, and Decision City of Arlington Hearing Examiner VanderYacht Inc., Appeal of a City Permit Denial HEA-2016-01 Page 2 of 5 would not have a probable significant adverse impact on the environment. The conditions mitigate for impacts to earth, air, ground water, water runoff, environmental health, light and glare,historic and cultural preservation, transportation, and utilities. The City issued a SEPA Mitigated Determination of Nonsignificance (MDNS) on July 8, 2016, with a comment deadline of July 25, 2016. The City posted the MDNS at City Hall, the Arlington library and Post Office,the Smokey Point Post Office, and on-site, and published in the Everett Daily Herald on July 11, 2016. The MDNS was also sent to a SEPA distribution list of government agencies and offices. No comments were received and the MDNS was not appealed. Exhibits 22 through 26. City's Decision and Appeal 3. On July 15, 2016, the City denied the application (Exhibit 10) because the proposal exceeds the size allowed for propane tanks in Arlington Municipal Code (AMC) 15.24.030. That ordinance reads that"any single tank, or all combined tanks shall not exceed thirty thousand gallons." The Appellant filed an appeal of the denial of the permit application on July 20,2016. Under the City code,the Hearing Examiner reviews a denial of an action by the Director of Community & Economic Development in a closed- record hearing. Presentation of the City 4. Deputy Fire Chief Tom Cooper appeared at the hearing. He referred to the Arlington Fire Department Intradepartmental Memorandum dated July 22, 2016, in which he recommended the project be approved with conditions providing increased fire protection. Those conditions are summarized as: 1. Intumescent coatings must be applied to both tanks. 2. Two high volume water delivery devices for cooling purposes must be installed. Each device must be permanently mounted and connected to a dry system for water supply. 3. The water supply system must terminate at a Fire Department Connection(FDC) located approximately 400 feet to the north of the tanks. All underground piping must be designed and tested to appropriate NFPA standards. Exhibit 8; Statement of Mr. Cooper. 5. Community &Economic Development Director Christopher Young appeared at the hearing. He referred to his memo prepared after the denial was issued (Exhibit 4). He stated that the municipal code limits flammable and combustible liquid bulk storage to 30,000 gallons per tank or total aggregate in the General Industrial Zone, which is why he initially denied the application. He noted, however, that after the denial VanderYacht Inc. submitted a Fire Safety Analysis on the proposed two 30,000 Gallon LP Gas Storage Tanks, prepared by Columbia-Sentinel Engineers, Inc., dated July 7, 2016 (Exhibit 7). He also consulted with the City Fire Marshal and reviewed the Arlington Fire Department Intradepartmental Memorandum (Exhibit 8). As explained in his memo, Findings, Conclusion, and Decision City of Arlington Hearing Examiner VanderYacht Inc., Appeal of a City Permit Denial HEA-2016-01 Page 3 of 5 based on this review and supporting material (Exhibits 11-16), Mr. Young now supports approval of the permit applications if the proposed conditions of the Fire Department are applied. Statement of Mr. Young. Presentation of Appellant 6. Appellant Greg Bowlin,VanderYacht General Manager, appeared and spoke at the hearing. He agreed with the proposed conditions of the Fire Department, detailed in Exhibit 8, and stated his company would fully comply with those conditions. Statement of Mr. Bowlin. CONCLUSIONS Jurisdiction & Authority All actions of the community development director or design review board are appealable to the Hearing Examiner.AMC 20.20.010(a). The Hearing Examiner must schedule and hold a closed record appeal hearing within 60 days of the date of filing of the appeal, unless all parties to the appeal agree in writing to extend the time period. AMC 20.20.010(c). The Hearing Examiner may reverse or affirm or modify the decision appealed from and shall make any order, requirement, decision or determination that in his opinion ought to be made in the case before it. AMC 20.20.010(e). Conclusion The City's decision should be reversed and modified to allow the proposed tanks,with conditions to protect public safety. The Arlington Municipal code provides that an operating permit is required for all bulk storage facilities holding compressed gases. AMC 15.24.030. This permit decision is to be made by either the building official of the fire code official of the City. The International Fire Code also addresses bulk storage facilities holding liquid compressed gases. The City designated the City Fire Chief to be the "fire code official" as defined in Section 202 of the International Fire Code to administer and enforce fire codes. AMC 15.10.040. The Deputy Fire Chief provided comments after the application was denied. The Fire Department determined that, with conditions,two 30,000 propane tanks could be sited on the property of the Appellant without undue risk to public safety. After receiving this review, the City Community & Economic Development Director agreed that the application should be approved with the conditions recommended by the Fire Department. The Hearing Examiner must accord substantial deference to the City's interpretation of its own ordinances. RCW 36 70C.130(l)(b); Cockle v. Department of Labor and Industries, 142 Wn.2d 801, 829 (2001); Doe v. Boeing Co., 121 Wn.2d 8, 15 (1993); Superior Asphalt& Concrete v. Dept of Labor &Indus., 84 Wn. App. 401, 405 (1996);McTavish v. City of Bellevue, 89 Wn, App 561, 564 (1998). Here,the Fire Department is the city department with expertise concerning implementation and enforcement of the International Fire Code to protect public safety. It determined that, with conditions, the project should be approved. Accordingly, the Findings, Conclusion, and Decision City of Arlington Hearing Examiner VanderYacht Inc.,Appeal of a City Permit Denial HEA-2016-01 Page 4 of 5 III }� t City's decision to deny the application should be reversed and modified. Findings 1 —6. DECISION The appeal is GRANTED. The City shall issue the required permits to the Appellant,with the conditions recommended by the Arlington Fire Department. DATED this P day of September 2016. 1!W', 1I)c U.' i'AUit, 1-it. NT� 'R Hearing, Examiner Sound I.avv Center Findings, Conclusion, and Decision City of Arlington Hearing Examiner VanderYacht Inc.,Appeal of a City Permit Denial HEA-2016-01 Page 5 of 5 i 1 � � I, r.', Y ZONING PERMIT REPORT G`T 0� VANDERYACHT PROPANE -- PLN#252 7 � Report Issued: August 24, 2016 'AtING,tO A. GENERAL INFORMATION 1. Application Submittal Date: June 27, 2016 COMMUNITY&ECONOMIC 2. Notice of Complete Application: July 8, 2016 DEVELOPMENT 3. Applicant: Sharp Design & Build, LLC PLANNING&LAND USE 4. Contact: Shawn Albert, of River City Land Services, DIVISION spawn@rivercitylandservices .com 5. Proposal Description: The Applicant is proposing to ARLINGTON AIRPORT install propane tanks for associated vehicles to pull OFFICE up and refuel on approximately 2 . 45 acres (107, 090 1820459"'Ave NE square feet) . The project will consist of Arlington,WA98223 approximately 10, 000 cubic yards of cut and 10, 000 8am-5pm M-F cubic yards of fill, with the import of structural Closed Holidays materials as necessary. The project will have a total of 74, 000 square feet of new (and replacement) 360.403.3551 impervious surface. arlingtonwa.gov 6. Location & Tax Parcel ID: 6320 1881h Street NE, Arlington, WA 98223 (310522-001-026-00) 7. Lot Size: 2 .45 Acres (106,722 Square Feet) 8. Topographical Description: The site flat and cleared 9. Soil Type: Everett gravelly sandy loam and Lynnwood loamy sand. 10. Land Use Designation: General Industrial 11. Zoning Classification: General Industrial 12. Proposed Use Classification: 10 .240 13. Existing Land Use: Vacant 14. Adjacent Land Uses- North: General Industrial - Storage Yard & Office South: General Industrial - Lumber Storage Yard East: General Industrial - Lumber Storage Yard West: General Industrial - Mobile Home Park 15. Compatibility Description: The proposal lies within an under-developed industrial area of the City that is currently vacant. The proposal will serve businesses and residences within the surrounding area. 16. SEPA Issuance: July 8, 2016 17. Neighborhood Meeting Date: Neighborhood meetings are not required for zoning permits . 18. Public Hearing Date: Public hearings are not required for zoning permits . Zoning permits are approved administratively. 19. City Approvals Required: Land Use, Civil, Building, SEPA Review 20. City Staff Contact: Amy Rusko, Associate Planner Zoning Permit Report Vander Yacht Propane - PLN#252 Page 1 of 7 B. PROJECT HISTORY The Applicant submitted application for two 30, 000 gallon propane tanks, serving as a truck filling station on June 27, 2016. The City issued a Notice of Complete Application on July 8, 2016. C. ENVIRONMENTAL REVIEW On July 8, 2016, the City issued a Mitigated Determination of Non-Significance. The comment period ran from July 8, 2016 to July 25, 2016. Comments were received from the Snohomish County Public Works Department. D. SUMMARY OF OTHER AGENCY REPORTS/REC0b4MENDATIONS 1 . Snohomish County Public Works Department requested review of traffic impacts to the County road system. The proposal will not generate 3 or more PM Peak Hour Trips to the location, therefore the County per the inter-local agreement does not collect fees. E. SUMMARY OF PUBLIC NOTIFICATION Public notification is not required for zoning permits; however, SEPA notice was posted on the property, published in the Everett Herald, and posted at City Hall, the Arlington Post Offices, and the Arlington Library. F. APPLICABLE ARLINGTON MUNICIPAL CODE REGULATIONS Chapter 20.16 Permits and Final Plat Approval Chapter 20.36 Zoning Districts and Zoning Map Chapter 20. 38 Airport Protection District Chapter 20.40 Permissible Uses Chapter 20.48 Density & Dimensional Regulations Chapter 20.56 Streets and Sidewalks Chapter 20.60 Utilities Chapter 20.72 Parking Chapter 20.76 Screening & Trees Chapter 20. 90 Concurrency and Impact Fees G. FINDINGS OF FACT Sections "A" through "F" are incorporated into these Findings of Fact. CHAPTER 20.16 PERMITS AND FINAL PLAT APPROVAL 1. Per AMC 20.16.010 (Permits Required) , staff finds that a land use permit is required for this proposal and that a land use permit can only be issued after the decision authority finds it complies with all the provisions of AMC Title 20 as proposed. Zoning Permit Report Vander Yacht Propane - PLN#252 Page 2 of 7 i 2. Per AMC 20.16.040 (Applications to be Complete) and 20.16.070 (Complete Application) , staff finds that a Notice of Complete Application for this proposal was issued on July 8 2016. 3. Per AMC 20.16.090 (Distribution of Application) , staff finds this application was internally routed to all applicable reviewers on June 27, 2016. 4. Per AMC 20.16.280 (Time Limits for Permit Processing) , staff finds this application was processed within the 120 day time limitation. CHAPTER 20.36 ZONING DISTRICTS AND ZONING MAP 5. Per AMC 20.36.100 (Official Zoning Map) , staff finds the property is zoned General Industrial (GI) . CHAPTER 20.38 AIRPORT PROTECTION DISTRICT 6. Per AMC 20.38.060 (Airport Protection District Boundaries) , staff finds the property is primarily located in Subdistrict C of the Airport Protection District. CHAPTER 20. 40 PERMISSIBLE USES 7. Per AMC 20.40-1 (Table of Permissible Uses) , staff finds that the storage of propane (use 10.240) is a permissible use for this project. CHAPTER 20. 48 DENSITY & DIMENSIONAL REGULATIONS 8. Per 20.48.040 (Building Setback Requirements) , staff finds the proposed site plan shows adequate building setbacks from all property lines . 9. Per AMC 20.48.042 (Sight Visibility Areas at Intersections) , staff finds the project, as proposed meets sight visibility requirements at the driveway intersection at 188th Avenue NE. 10. Per AMC 20.48.060 (Building Height Limitations) , staff finds that building height will be limited to 50ft. 11. Per AMC 20.48.064 (Maximum Lot Coverage) , staff finds the development does not exceed the maximum lot coverage allowance of 100%. 12. Per AMC Table 20.48-1 (Density & Dimensional Standards) , staff finds the proposal meets the following standards: Zoning Permit Report Vander Yacht Propane - PLN#252 Page 3 of 7 Requirement Proposed Finding Minimum Lot 10, 000sf 2.45 acres Meets Size Minimum Lot 70ft +/- 396ft Meets Width Building Setback Non-Arterial 25ft +/- 330ft Meets ROW Lot Line 5ft 25-55ft Meets ECA Buffer NA NA NA Bldg. Height 50ft No Building NA Lot Coverage 100% 39% Meets CHAPTER 20. 60 UTILITIES 13. Per AMC 20.60.100 (Sewage Disposal Facilities Required) , staff finds the site is serviceable by City of Arlington, however sewer has not been request for this site. 14. Per AMC 20.16.300 (Water Supply System Required) , staff finds the site is serviceable by City of Arlington for a fire line per site civil drawings. Note: Utility services, fire hydrants and fire protection are required and will be reviewed when site civil construction drawings are submitted. All existing and planned utilities shall be shown on the site civil construction drawings. Water and sanitary sewer general facility charges may be assessed when construction drawings are submitted. All fees shall be paid before connection is made to the water or sanitary sewer utilities. All utilities shall be operational prior to building certificate of occupancy. CHAPTER 20. 72 PARKING 15. Per AMC 20.72 Table 20.72-1 (Table of Parking Requirements) , staff finds the proposed site plan shows 3 parking spaces for employee parking, while employees use company trucks throughout the day. CHAPTER 20. 76 SCREENING & TREES 16. Per AMC 20.76 Table 20.76-1 (Table of Screening Requirement) , staff finds that there are no screening requirements for this proposed project. See screening requirements set forth in Table Zoning Permit Report Vander Yacht Propane - PLN#252 Page 4 of 7 20.76-1 between like industrial uses. Improvements along 188th Street and the future extension of 63rd Avenue will take place when the roads are widen or installed. 17. Per AMC 20.76.120, (d) (e) (Retention and Protection of Significant Trees) , staff finds that there are no significant trees on site that will be removed. CHAPTER 20. 90 CONCURRENCY AND IMPACT FEES 16. Per AMC 20.90, staff finds that there will be no impact fees for traffic required at this time. The proposed use will be accessed before or after the 4-6 PM Peak Hour Trip time frame. H. CONDITIONS 1. All development shall be in substantial conformance with the approved site plan (25FT Spacing) received on June 27, 2016, subject to any conditions or modifications that may be required as part of the permit and construction plan review. 2. Prior to any construction activities, the applicant shall file and receive approval of site civil construction plans which comply with all requirements of the Land Use Code, International Building Code, International Fire Code and Public Works Construction Standards and Specifications. Said plans shall address all site improvements, either required or voluntarily provided. 3. All utility construction plans shall be approved by the City of Arlington. 4. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer' s attention. It is in no way intended to be a complete list of code requirements, but a general checklist of major steps and issues. Please refer- to the AMC for a complete list of code requirements for your particular project type. 5. Prior to building permit submittal, all infrastructure improvements shall be in place. 6. An Avigation Easement shall be submitted to the City of Arlington Municipal Airport prior to building permit issuance. The property is located within Subdistrict C. 7. In order to mitigate for potential earth impacts, the Applicant shall implement Best Management Practices per Department of Ecology for Stormwater Pollution Prevention. Zoning Permit Report Vander Yacht Propane - PLN#252 Page 5 of 7 i 8. In order to mitigate for potential air impacts, the Applicant shall implement dust control measures to reduce fugitive dust emissions during construction. 9. In order to mitigate for potential impacts to ground water the Applicant shall utilize Low-Impact Design techniques to manage stormwater on-site. 10. In order to mitigate for potential impacts to water runoff the Applicant shall follow DOE requirements of the 2012 Stormwater Management Manual for Western Washington. 11. In order to mitigate for potential impacts to environmental health the Applicant will need to adhere to International Fire Code, AMC Chapter 15.24 Storage of Flammable and Combustible Liquids and AMC Chapter 16.32 International Mechanical Code. 12 . In order to mitigate for potential light pollution the Applicant will be required to install light fixtures that are down shielded. The property is located within the Arlington Airport Protection District - Subdistrict C. 13. In order to mitigate for potential impacts to cultural resources that may exist on-site, the Applicant shall submit an Unanticipated Discovery Plan (UDP) to the City prior to any construction activities, and shall coordinate with the Stillaguamish Tribe to allow Tribal Monitors on site during grading and excavation activities associated with this project. 14. In order to mitigate for potential impacts to the City's transportation network, the City of Arlington will require right of way dedication of 25 feet along the western boundary of the property for the future 63rd Avenue extension and right of way dedication of 10 feet along the northern boundary of the property for 188' Street future widening. Access to the site will be taken from 188th Street NE and 64th Avenue NE. I. CONCLUSION Under AMC 20. 16.100, the Community Development Director shall issue the requested zoning permit unless he concludes after reviewing the application that: a. The requested permit is not within its jurisdiction according to the table of permissible uses. The requested permit is within Arlington' s Jurisdiction. b. The application is incomplete. Application was deemed complete on July 8, 2016. Zoning Permit Report Vander Yacht Propane - PLN#252 Page 6 of 7 i c. If completed as proposed in the application, the development will not comply with one or more of the requirements of this title (not including those the applicant is not required to comply with under the circumstances specified in Chapter 20.32, Non-Conforming Situations) . The proposed project complies with AMC Title 20. d. The proposed project has not complied with SEPA. The proposed project complies with SEPA regulations . e. The proposed project is not in conformance with the Comprehensive Plan, Transportation Plan, or other adopted plans, regulations, or policies. The proposed project complies with the City of Arlington' s Comprehensive Plan, Transportation Plan and the Arlington Municipal Code. J. RECOMMENDATION The zoning permit is hereby APPROVED, subject to the conditions specified in Section F above. X. EXPIRATION Per AMC 20.16.220 (Expiration of Permits) , the zoning permit for this project expires 2 years from the date of approval. L.APPEALS Per AMC §20.20.010 (Appeals of Community Development Director...) , the Community Development Director' s decision is appealable to Hearing Examiner within fourteen (14) days after the date of the Community Development Director' s decision. Distributed to the following parties: Bryan VanderYacht, Owner Sharp Design & Build, LLC, Applicant Shawn Albert, Contact Christopher Young, Community Development Director Marc Hayes, Permit Center Manager Tim Mensonides, Airport Coordinator Tom Cooper, Fire Marshal James Kelly, PW Director Linda Taylor, PW Administrative Specialist Kris Wallace, PW Executive Assistant & Staff Accountant Fred Rapelyea, Wastewater Supervisor Don Smith, Water Supervisor Katie Heim, GIS Coordinator Zoning Permit Report Vander Yacht Propane - PLN#252 Page 7 of 7 CODE REQUIREMENTS NOTE:The following items are not conditions of permit approval but rather certain local, state,or federal code requirements that the developer needs to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1. Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, Building Code, and COA Public Works Design, Construction Standards and Specifications. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements,the developer shall submit site civil construction improvement plans for review and approval by the Public Works Director. Said plans shall be in conformance with applicable code and below listed conditions. a. The developer shall survey and mark all property corners prior to review of any submitted construction plans. b. The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. C. The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d. The developer shall submit to the Community&Economic Development Department and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the most current City-adopted edition of the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin(The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through bio filtration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. g. The developer shall show locations of all required streetlights on the construction plans and install them as designed. h. The developer shall obtain a right-of-way permit prior to any work done in a public right- of-way. (NOTE: City departments are exempt from right-of-way permits.) i. The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase.The following conditions shall apply during construction. a. The developer shall follow all applicable noise and other nuisance codes. b. The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident,the developer shall clean it up immediately. C. During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution(dust,ash,and smoke). d. The restrictions of the AMC shall apply to any and all grading. 4. Installation of Improvements.Prior to receiving a Certificate of Occupancy,the developer shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC Chapter 20.56 and per COA Public Works Design, Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b. Install a potable water system to serve the project per the COA Public Works Design, Construction Standards and Specifications.Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. C. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. d. Install a sanitary sewer system per COA Public Works Design,Construction Standards and Specifications. Sanitary sewer is provided by the City of Arlington.This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. f. Prior to issuance of a Certificate of Occupancy,the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer.All improvements are subject to review and approval by the City of Arlington Inspectors.All utilities shall be constructed underground.) f ,, �'� •Si 1''�• . �� Sy, . r .r:� •a9• �� I �.:tt,�1}'.jr,'..� r'•. biti. � .��+��(.+,r•� .� ` �J"�y;:.•� •.�'��,�i�i- --:`y'`y' ��y ..�`�k4yt�� _ -''!' 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FIR P 7/11/201+29/2016 ew-Rev ompleted 3/27/2016?oning 7/11/2016 ReWat- n Review ubdistrict C of APD-Avigation Easement with legal description and vicinity map equired Please submit the disclosure statement with the legal and map to the airport for 3/27/2016?oning-eview before having it recorded.Once it is reviewed and approved the airport will then 7/11/2016 /27/2016 Nrport Completed ontact the applicant to have it recorded.When recorded please submit the final copy to he airport TM z.Tom approved 3/27/2016?oning 4pplicant will need to provide fire protection if allowed. 7/11/2016 /11/2016 Cooper n ith Conditions Fees Fee Description Notes Amount Hearing Examine 345.89.02.00 $1.998.50 Zoninq Permi 345.89.02.00 $2,222.00 Totals $4 220 50l Payments Date Paid By Amount I Description Payment Type Accepted B 1/18/2017 Lander Yacht Propane, Inc $1,998.5OHearinq Examiner heck#2882 ristin Foster 6/27/2016 ander Yacht Propane, Inc $2,222.00 oninq Permit heck 41959 Total S4,220.501 Amount Outstanding:$0.00 Notes Date Note 6/27/2016 IGIM-PLN#242 Uploaded Files Upload File Date File Uploaded B 9/21/2016 11:47:52 AM Hearing Examiner Invoice#1874.pdf Peterson, Launa X 7/11/2016 10:03:07 AM Vander Yacht Propane Signed kIDNS.pdf Rusko,Amy x 7/11/2016 10:02:55 AM Notice of Complete Application.pdf Rusko,Amy )( 6/30/2016 12:05:45 PM 16-06-23-DRNG REPORT-160264 Part6 pdf Rusko,Amy )C 6/30/2016 12:05:39 PM 16-06-23-7RNG REPORT-160264 Parts pdf Rusko,Amy x 6/30/2016 12:05:32 PM 16-06-23-DRNG REPORT-160264 Par14 pdf Rusko,Amy x 6/30/2016 12:05:24 PM 16-06-23-DRNG REPORT-160264 Part3 pdf Rusko,Amy X 6/30/2016 12:05:18 PM 16-06-23-DRNG REPORT-160264 Part2 pdf Rusko,Amy x 6/30/2016 12:05:09 PM 16-06-23-DRNG REPORT-160264 Pari1 pdf Rusko,Amy x 6/27/2016 1:08:17 PM Vander Yacht Propane Application pdf Rusko,Amy x6/27I2016 1:08:12 PM Vander Yacht Propane Narrative.pdt Rusko,Amy k 6/27/2016 1:08:07 PM Vander Yacht Propane Vicinity--map.pdf Rusko,Amy x 6/27/2016 12:45:46 PM VanderYacht SEPA CHKLST.pdf Rusko,Amy x 6/27/2016 12:17:25 PM SITE-160264-SITE PLAN-25.pdf Rusko,Amy }C 6/27/2016 12:17:25 PM SITE-160264-SITE PLAN-10.pdf Rusko,Amy k 6/27/2016 12:17:25 PM SITE-160264-05-25.pdf Rusko,Amy x 6/27/2016 12:17:25 PM SITE-160264-05-10.pdf Rusko.Amy x 6/27/2016 12:17:25 PM SITE-160264-C4-25.pdf Rusko,Amy x 6/27/2016 12:17:25 PM SITE-160264-C4-10.pdf Rusko,Amy x 6/27/2016 12:17:24 PM SITE-160264-C3-25.pdf Rusko,Amy k 6/27/2016 12:17:24 PM SITE-i60264-C3-10.pdf Rusko,Amy X 6/27/2016 12:17:24 PM SITE-160264-C2-25.pdf Rusko,Amy x 6/27/2016 12:17:24 PM SITE-160264-C2-10.pdf Rusko,Amy x 6/27/2016 12:17:24 PM SITE-160264-C1-25.pdf Rusko,Amy )C, 6/27/2016 12:17:24 PM SITE-160264-C1-10.pdf Rusko,Amy X Permit Details Date 6/27/2016 Permit Number 252 Review Information Review Date /27/2016 TYP4Zoninq Taraet Date /11/2016 Completion Date /30/2016 The proposed projects violates AMC Section 15.24.030(a)which allows up to 30.000 gallons of propane to be Cored on a site zoned General Industrial.The proposal is for(2)30,000 gallon tanks.The applicant is proposing the Description nstallation of a dry-pipe deluge water system be installed to accommodate the extra quantity of propane,as a trade ff.The applicant would need to appeal the decision per AMC 20.20.010 within 14 days.SEPA comments will also ave to be reviewed prior to sending to the Hearing Examiner for the appeal review. Status enied Assigned To Not Assigned Notes Property Information Parcel#:31052200100500 188TH LLC 188TH LLC 6404 and 6320 188TH STREET NE 0320 188TH STREET NE ARLINGTON WA98223 111 Single Familv Residence-Detached 4L Io NN LS Ism �--—— -------------------—--------- 7 64THAVENE EX GRAVEL ROAD N'22'55T 6 —----- - ----- ---------- 29 00 200.00 CP F4 ROAD x CAAVE. TFEE LWI ---------- --------- '01 351E 208.00 ............... .... ...... W29.55-E 244.00 ow -t C-6 :5 2 !t ... ... ............... ... ... ............. ... ... ............ 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'��_ -e- � W61YN 1H3A J1YllYTI 1: �� (EOOSELEOZODZXNdVA3AH/IS d00H003H Had NO1SW09l15) 3LS " CeC 1NNSM)Na0M13N30N3H3jl3N 3LV1S et NOLDNIHSVM Had tMAY GM•Z)HOH i $ 11 05-10N1 1 (1331 NI) C I M [ a I co, II t I tlM`Amnoo HSIWOHONS''W'M`1SV3 9 39NVV'H1tlON M dIHSNM01'ZZ N01103S 37b'DS D/Hdb2IJ Date: 04/02/2026 Permit#: 1071 Permit Date: 07/01/2016 Review Date: 07/01/2016 Permit Type: COMMERCIAL MECHANICAL Review Type: COMMERCIAL MECHANICAL Target Date: 07/08/2016 Scheduled 00:00 Time: Completed 07/20/2016 Date: Description: Tank application of the Fire Barrier Intumescent Coating and the installation of the two water canons would provide adequate fire protection features. We would support the installation of the 2 tanks. Still needs to be approved by the Fire Marshal. Review Status: Assigned To: z.Christopher Young Time In: 00:00 Time Out: 00:00 Hours: 1.0 Notes The Closed Record Hearing was conducted and approved on 8/23/16 for the installation of(2) 08/24/2016 30,000 gallon tanks with the condition that the dry pipe water system be installed and the tanks are fireproofed as proposed. CJY Property Information Parcel#: 31052200100500 188TH LLC 188TH LLC 6404 and 6320 188TH STREET NE 6320 188TH STREET NE ARLINGTON, WA 98223 Zoning: I I I Single Family Residence - DetachedLot: Block: Permit#: 1071 Permit Date: 07/01/16 Permit Type: COMMERCIAL MECHANICAL Project Name: Vanderyacht Propane Inc Applicant Name: Vanderyacht Propane Inc Applicant Address: 6811 Guide Meridian Applicant, City, State, Zip: Lynden, WA 98264 Contact: Bryan Vanderyacht Phone: 360-815-2450 Email: byacht@hotmail.com Scope of Work: Installation of two 30,000 gallon propane tanks Valuation: 6000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 01/27/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200100500 6320 188TH STREET NE 188TH LLC 111 Single Family Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License Vanderyaht Propane Inc Bryan Vanderyacht 360-815-2450 6811 Guide APPLICANT Meridian Plan Reviews Date Review Type Description Assigned To Review Status 07/01/2016 COMMERCIAL Tank application of the Fire Barrier Intumescent Coating z.Christopher Young Approved MECHANICAL and the installation of the two water canons would provide adequate fire protection features.We would support the installation of the 2 tanks.Still needs to be approved by the Fire Marshal. 07/20/2016 COMMERCIAL z.Tom Cooper MECHANICAL Fees Fee Description Notes Amount Building Permit Table 4-1 Valuation 6K $173.02 Building Plan Review Table 4-2 $112.46 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $289.98 Attached Letters Date Letter Description 08/24/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/19/2017 Vander Yacht Propane Check#2891 Kristin Foster $289.98 Outstanding Balance $0.00 Notes Date Note Created By: 07/01/2016 Permit includes Operating Permit application.KF Kristin Foster Uploaded Files Date File Name 01/27/2017 2072627-1071 Issued Permit.pdf 07/01/2016 1708398-1071 Vanderyacht Specs Partl.pdf 07/01/2016 1708399-1071 Vanderyacht Specs Part2.pdf 07/01/2016 1708393-1071 Vanderyacht Product Data.pdf 07/01/2016 1708394-1071 VanderyachtApplication.pdf 07/01/2016 1708395-1071 Vanderyacht Operating Application.pdf 07/01/2016 1708396-1071 Vanderyacht Site.pdf Date: 04/02/2026 Permit#: 1071 Permit Date: 07/01/2016 Review Date: 07/01/2016 Permit Type: COMMERCIAL MECHANICAL Review Type: COMMERCIAL MECHANICAL Target Date: 07/08/2016 Scheduled 00:00 Time: Completed 07/20/2016 Date: Description: Tank application of the Fire Barrier Intumescent Coating and the installation of the two water canons would provide adequate fire protection features. We would support the installation of the 2 tanks. Still needs to be approved by the Fire Marshal. Review Status: Assigned To: z.Christopher Young Time In: 00:00 Time Out: 00:00 Hours: 1.0 Notes The Closed Record Hearing was conducted and approved on 8/23/16 for the installation of(2) 08/24/2016 30,000 gallon tanks with the condition that the dry pipe water system be installed and the tanks are fireproofed as proposed. CJY Property Information Parcel#: 31052200100500 188TH LLC 188TH LLC 6404 and 6320 188TH STREET NE 6320 188TH STREET NE ARLINGTON, WA 98223 Zoning: I I I Single Family Residence - DetachedLot: Block: �xQ x o D yO A O y m s �s mN0 ib D D x p Z rimy w D x o � S CON 0 4 C n n �C a Z O T rnom, I >m��= o zwv� a Z D I �zmW N O In n m D i^"1 N m 00 rn O 10 1 e-T� ,00 0 N dab bb b yy O-p �04Z CID o ti ti� b y b b~ � o� �q o� G b b OFFICE COPY �� b ti ti CITY OFARLINGTON BUILDING DEPARTMENT PGP/ VED -1 vt✓/I (� - �73 O/L DA / � . � y CHANOES;AUTHORIZED UNLESS APPROVED BY TH / BUILDING INSPECTO SSG y7� o� [M y b TITLE: NO. REVISIONS JOB#---- NAME: DATE: N MT7T7jDT7T_D_) SKID STRUCTURAL DRAFTER: D. LOVE 2000 3 CHECKED: oLOCATION: : CONTRACTOR: SCALE: AS SHOWN CONSTRUCTION & ENGINEERING COMPANY THE CONTENTS OF THIS DRANINC IS THE SOLE PROPERTY OF 12323 6th STREET RANCHO CUCAMONGA, CA. 91730 V A N D E R YA C H T PROPANE MENDER CONSTRUCTION. RE-USE,ALTERATION, OR REPRODUCTION, PHONE 909.463.0 r00 FAX. 909.463.0102 IN THOLE OR IN PART, WITHOUT WRITTEN CONSENT ARON HERDER CONSTRUCTION,IS EXPRESSLY PROHIBITED. Received JUN 2 7 2916