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Permit MI2000-107 - ABOVENET COMMUNICATIONS - OIL TANKS AND PIPING
ABOVENET COMMUNICATIONS INC MI2000-107 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MI'SCELLANEOU'S PERMIT WARNING: IF CONSTRUCTION BEGIN BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304 -9O€9 Address: 3433 5 120 PL St: 4 Suite No: Location: Category: Type: Zoning: Crnst Type: Gas/Elec.: Units: Setbacks: Water: Wetland.: NSFR MISCPERM 000 North: 125 .0 South: Sewer: Slopes: .0 VAL VUE Y Contractor License No MCKIN *k372NO Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: MI2000 -107 ISSUED 07/10/2000 01,06/2001 1997 .0 OCCUPANT ABOVENET COMMUNICATIONS INC Phone: 3433 S 120 PL BLtfl #4, TUKWILA WA 96168 OWNER SABEY CORPORATION Phone: 206. 281.6700 101 ELLIOTT AV W, #330, :SEATTLE WA 98119 CONTACT RON VANCHU Phone: 206 -762 -3311 5005 3 AV 5, SEATTLE WA 98124 CONTRACTOR MCI'INSTRY COMPANY Phone: 206 762 -3311 5005 3 AV 5, PO BOX 24567, SEATTLE WA 98134 k k k k -k •k -k •k k A k* k k k k k k -k k k k k -k k k* k k k k A k k* k 4 k A Ik A :k k k k k A k k* i k k k k k e k k k k A k 4 A k k h k -+k A A k k k k k A k k k A :i k; Permit Description: INSTALLATION OF (2) 30,000 GALLON BELOW GRADE FUEL OIL STORAGE TANKS AND BELOW GRAD DOUBLE CONTAINED FUEL OIL PIPING. PW ACTIVITIES INCLUDE LAND ALTERING & HAULING. : kkkkkki fkkAA* Akkk**** kkk A, kkkkkAkkkk kkk,kk*Akk*AA•kkkkkkkk kkkk #44k kkktk*-kkk** *Akk -kkAkkA' Construction Valuation: $ 250,000.00 PUBLIC WORKS PERMITS: k(Water Meter Permits Listed Curb Cut /Accest/S 1 dews 1 k /CSS : N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: Y .►tart Time; Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Mein Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Separate) Eng. Appr: MPC Size(in): .00 End Tinte: 6200 F.11: 1800 End Time: Public: Private: Public: k k44k k' k AA*AAikkkkAkkAkkkkkkkA' kikkkkkkek. kAkkkkkkkkkkkkkkkkAkAAkkk kkAAAAAkAMkk TOTAL DEVELOPMENT PERMIT FEE:: s 3,076.21 k• A kkAkkk kkkkk kkkkkkikkkkkkkkkkAkkkkkkkkAAkkkk kkkkkkkkAkkkkkkkkkkkkkkkAkkkkkkkA kkA kkAkk* Permit Center Authorized Signature: crate :73:J I hereby certify that I have read and examined t' i : permit and know the same to be true and correct. All provision, of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit doe: not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work.. I am authorized to sign for and obtain this development permit. Signature:..mml Print Nanre'�. !,.g !V LJ • This permit :.hall become null and void 180 days from the date of issuance, or for a period of 180 days from the last AAA Gate:„ .Dfce... ______ ___ if the work is not commenced within if the work is suspended or abandoned inspection. vt 9 CITY OF TUKWILA Address: 3433 ) 20 Pt St: 4 permit No: MI2000 - I d7 SOite: L Tenant: Status: ISSUED. -Type: MISCPrRM Applied: Ob /1' //2000 Farce *1 #: 102304- -90f39 Issued: 07 /.0/2000 kk- k` k• k• kk• kkk* k- Ak**• k*• k• k* k• kk** Ak* Ak* k* k. kAAAkA* A1Akk•AAA &A *k *•k * *:k *Akk***1Ak* AAA Permit Conditions: 1. No changes w i l l be made to the plans un 1 e ys approved by the :Lngineer and t e Tukwila Building Division, 2. All constrsucti n to be done in conformance with approved ;plans and requi ements of the Building Code (1997 'Edition) as amended, !Uniform Mechanical Code (1997 Edition) , and Washington State Energy Code (1997 Edition), • Validity of. Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be ; con- - str'ued to be e perirrit for or an approval of, any violation of any of ` the pro(i i s i ons of the building code or of any other-ordinance of, the jurisdiction, No permit presuming to give 'authority to .violate or cancel the provisions'of this ;codet,shell be valid. • A 1 1 jirrrt.i ts, inspection records, and approved plans sha l 1 be av iitable at the job site prior to the start of any con- strUi t f an. `these documents are to be maintained and avail- able u n t i l final inspect ion approval I s grunted, • Cdntractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion or wort'; at 100,41 24 hours in advance. x. IIeu•`1" l ng Over bO cy Shall require Tapp l i e' t i orr for a _ hau l Jug Perri t, prior to any associated activity. CLEAN AND REMOVE" DEBRIS FROM 1 EY CATCH BASIN IN AND AROUND MAULING ROUTES. PROVIDE: ADEQUATE: TEMPORARY ACCESS AS NM TO IN'1`C1WE:RE WITH OTHER VEHICLE MOVEMENT OR CAU ;4 :`!'RUCKS TO TRAVL,t, ` OVER CURBS ALL VEHICLES` MOST MAKE COMPLETE .STOP PRIOR TO ENTERING PUBLIC RIGHT-OF-rWAY Temporary erosion 4164trol ures. shall be inplemented as `they fir ^st, order of business "to`preeent• sedimentation off- site or into existing storm drainage= facilities A $2,000 bond made out to the City ofr possible property damages caused by activities, '1O.. A map which shows the haul route. et a� ig CITY OF TTh'WILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: rin000:0_1117 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: / /I eOi/1 J i i i r T / O • Value of Constructi on:, � i e e Tax Parcel Number: /az �.`T - fe2a Phone: ( voie ) 2.9/ • Vac. Sit4343 Sio i`_ ,m City Sta e/Zip: '�" G • �U /ZiGf% /L4/O 91Qi45 Proper ty Owner: .__// 1 r d ro /yY, 4c.. 474 -74 4.40— r c # ! 7 (....e....4 Street Address: City State/Zip: 2. ri�i4 /,ur` 9t /G8 Fax #: (�4) Z Z, 5f S1 Contractor: _ Phone: far. Zgl oa Street Address: City State/Zip: / r446e 0 /ter li44 444v, 4-*y4 sit 7-x4 r q 1 - Fax #: ( ) Z 'g9� f_.__. Architect: 6,4",),....y 4.0g4 rpezrafea. Phone: (Z 6 ?.�'� "�S %a 4 Street Address: City State/Zip: /2.201 rata ,a4 lilttSrS 1s, lAte. S it 214 Fax #: (u& 7,,k 2 -In' Engineer: » , / ,t2 G•v. . Phone: ( ) 6 2-3 / GAb Street Address: c , ,.; City State/Zip: �� I'"' I9 ✓tom 1 e. _ r 7 �i1 Z4L 0 Metro Contact P iv , ime '' J , St eel Adore _vzi S.s .47_ so' iity state/Zip; Fax #: ii, ) ?Z 'Z{" • MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE UESTED: (TO BE FILLED OUT BY APPLICANT) r._.. Description of work to be done (please be specific): /1V5,779•44,00t 7/ OW Or ( . 7 Bo. o•tt, &lfe.:1 osN' p}atzot..) 6.714#9a Iry 04 c / c. S 7o s1 •t .ir T"Mt4 5 Aa,V i, 4e') 6Iesot$6' j✓ 4; GCrN 7A lye e) i0t1 eye-, p, p/ r144 6. . Will there be storage of flammable/combustible hazardous material in the building? ❑ yes o Attach List of materials and store e location on se nrnte 8 1/2 X 11 a et Indlcath: unntitles & Material Safer Data Sheets - U Above Ground Tanks Antennas/Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housin •Replacement only CI Parkin Lots C3 Rotainin Walls t3 Tem Dora Facilities LI Tree Curtin APPLICANT REIVIELOR MISCELLANEOUS PUBLIC WORKS PERMITS Channelization/Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Motor /Exempt # ❑ Water Meter /Permanent It ❑ Water Meter Temp # ❑ Miscellaneous urb cut/Access/Sidewalk C Flro Loop /Hydrant (main to vault)N:__ Size(s): ___ _ and Altering: 0 Cut cubic yards 0 Fill _cubic yards _sq, ft,grading/clearing Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Usti ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Slzo(s): Sizo(s):�°- -- Est. quantity: gal i Movtng Oversized Load/Hauling Schedule: MONTHLY SERVICE RULINGS TO: .._ D t int& • '�. Name; Phone, , Address: Clly /Sta e/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER,METER DEPOSIT /REFUND BiLLiNG: Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review • Applications for which no permit is Issued within 180 days following the date of application shall expire building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the in Section 107,4 of the Uniform Building Code (current edition). No application shall be extended more than once. and is subject to by limitation, The applicant as defined Dat; • •lic•t • • accee , D t int& • Applicafjon tw �k•, b • • tiafs) 9/9/99 nuiscpnit.duc ) ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN `Y' " BUILDlisld SfTE1LANis ANb UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) rif SI uRti1I I APPI I( A T ION AND REQUIRE!) ( Hi( ( KI ISIS 10 =Abo'e`;Ground Tanks/Water Tanks - Supported directly upon grade ;eiiCeedittg 5,000. gallons' and a ratio of height to diameter or width which exceedt;2:1' I [R\iI T RF VIF W Submit checklist No M -9 ci Antennas /Satellite;Dishes • Submit checklist No M -1 0:Bilkhead /Dock. Submit checklist: No: M -10 0 'Cotitnteircial:Reroof Submit checklist No: M -6 O'D+tiitolitioit ' Submit checklist No: M -3 in a ,Fbhces = .Over, 64feet"in Height' : ,, Submit checklist No: M -9 , LandrAltering/Grading/Preloads . Submit checklist No: M-24 Miltellaneolis Public Works Permits Submit checklist No: H -9 ) M Inufacttsred Housing:(RED INSIGNIA ONLY) Submit checklist 'No: M -S �1 Mowing Oversized Load_ /Hauling l`� 3-� Submit checklist No: ;M -5 ,City /State/Zip: in ¢Pd f ariting Lots; '1 h ; li Submit checklist No M-4 . 0 Raining Wolin - :Over:4•feet In height Submit checklist No: M -1 0 iieb oPa ,Facilitie ..,lbw . t`Y f, Submit checklist No: M-7 Tie Gutting Submit checklist No: M -2 Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H4, "Affidavit in Lieu of Contractor Registration ". 'Build! j 01vn"r&& /Authorlred Agent It the applicant Is other. han"the owner, registered'architect/engineer, or contractor 'llcei d b'tho'State:of Washington, a notarized letter= from» ihe,property owner authorizing the agent to submit this permit ,pp'atton and obtnln the . ermit will be re ulred as art of this submittal, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. !BUILDINGIO.WNER :OR3AUT ORIZEDAGENTs. Signatures ,e'L _ M Data: iiti � p© Print name; • • R ?hone: ( ► , 1 62.95 � � e. e Fax 11: ( ) �,rr�Z4 Address: 00°4 34 �1 " ,City /State/Zip: iL, . ._ ' . e CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Ir M Submittal Checklist Miscellaneous Permits LAND ALTERING /GRADING /PRELOADS Required when over 50 cubic yards moved or 6,000 sq, ft cleared. ✓ Site Plan Requirements Existing and proposed topography in 2' intervals ✓ Working Drawings 12014bti tr giwkGtw To isvore#44 to com • 1 with Sensitive Area Ordinance 14 _ Reports, • ians, studies and other documents necessa Erosion control plan including methods for temporary and ermanent measures Tree cuttin. •ermit ma be required evegri T • I Location, species, and size of trees to be removed and re • lacement trees High water mark of river if within 200 feet of site High Water Mark of river if within 200 feet of site IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Location, and size of trees to be removed and existin and re lacement trees WA' Existing landscaping P4 /* �/a Location of slopes 20% or greater, wetlands, watercourses and their buffers _ Estimate of yardage, both cut and fill Additional If over 500 cubic ards, SEPA checklist is required Requirements 0,e,- . .;;,_.' ' soap •p p Re • orts, • lane, studies and other documents necessa to com • 1 with Sensitive Area Ordinance 14 _ Reports, • ians, studies and other documents necessa to com • I with SEPA akidtursi Tree cuttin. •ermit ma be required Location, species, and size of trees to be removed and re • lacement trees ortirmarmossrmor IIIMIIIIIIIIIIIIIIIIIII High Water Mark of river if within 200 feet of site IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Location of slopes 20% or greater, wetlands and watercourses and their buffers TREE CUTTING PERMIT Required for removal of vegetation on an environmentally sensitive area or within the Shoreline Zone, ✓ Site Plan flequIier►le'i►ts ✓ Existing and proposed landscaping Wm/tiny 1),,s viilc/s Existing and proposed topography In 2' Intervals MI IEIIIIIIIIIIIIIIIIIII Location, species, and size of trees to be removed and re • lacement trees ortirmarmossrmor IIIMIIIIIIIIIIIIIIIIIII High Water Mark of river if within 200 feet of site IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Location of slopes 20% or greater, wetlands and watercourses and their buffers t'i'IAaM o . 133 Additional Requirements Reports, plans, studies and other documents necessary to comply with Sensitive Area Ordinance Reports, plans, studies and other documents necessary to comply with SEPA eAlln PdamiT 11 _20,e) Any required land use applications if not already completed 44/1‘......5g#544_ 7/96 •pO ..05.4btM+Atr + kfiAr�i�4*****,40, *kIkAh-4A-A4Ahh+AAA:/h14fik44 kGh•AA�k44Ak44h +.44 X rs: (Jf ;. 1 UKWIL.A, MA ( ,ltt~�� ... tt TP FrfaM1 T ► 14 �F'AAAkk4 414.4 *4),4kA -kit** *T:t+i'rsA"f�40711 4 4444 4 P4sAhA 4A4 *A4A44 h 'T {, }li NSMX1 Ht bpr: P9000315 :Fm ' unt: 1:1904'.27 07/10100-1102 ! a►o 1k- iwbho: ::1 Notat ions 4C►113T Y Cni ti T1.11 • }.Ni'.N .14 -41. Si .i .1 ‘.. MI •4 1s 1. .+R W 11. IiMI. b 1•.. PIS • 04 II, P 0, 04 Is N .., • .. Il Ii •i •• •• I,, r,.. . •• •• • IIa 44 •• yl i +Pu; 11 t: Nos !141200e)-10, types 11 I i( Pifl M 11tyt 1:3.1/r;N1;Qtls 1 }I:pM17 =f3 rks:t'l No: 1 "2304. 9U►aw b`e `Addr.affas. 34j3 31 120 ICI, S i •4 F 1 , 44 inert 4 *At k #4X14#+Ak coo Coda 04.0/322.100 t3 '►.l / 3 4 . I):31) 000/3,0.930 000/3,0.400 0"'12'.100 o004 i'4i.:1i30 1 .t ,1. t.1 t l fl •11 =" ' 1 Mt 111 �i +R. t►r► 'total I'gptlt 30 .21 1,1414..17 Tatul ALL Pmttsl 3107G.:1 11014hCl .00 4A **A *44Aoh,hoohAA+ Afillo#A4A4 k *AA*414,4*A4AAlsh4k #Af Amon l t1 I>a,,rrlpfiun HUT101MV PLAN CHOCK •- pr.3 PLAN MCI( - UT1:LI 1 Y t3TATf: OUT,I.I)XN0 9URI :11 14 11 11 1: I,NVI' I'LE .1 UTILITY LAND A . TI:ll IHG I'1:Itoz r FI:I; LA HR FiLT(,N i,NC1 PLAN CHECK 445431 1,064 ►:11 10.00 4.00 15.00 4 .16.00 7 ;" NrA,„':, f„ 4,. a. r ,.470"Vi01'hY417V�1�+1�� City yijfThkwila Fine Department Project Name 411044.14=MnrWr7414751-17- 7- TUKWILA FIR! DIPARTM INT FINAL APPROVAL FORM Address l,/. 3 I L f f �-- • John W. Rants, Mayor Thomas P. Keefer The Chief 4/2ooO- Permit No. /o7 inspection schedule Retain current ins P Needs shift inspection Approved without correction notice Approved with correction notice issued Suite # 1 01 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature 3 Dte FINALAPP.FRM T.F.A. Form F.P. 85 Headquarters Station: 444 Andover Park East •. Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax, (206 .57. 5.4439 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECOIL, Retain a ropy with permit P'lr -2arx)- PERMIT NO. (206)431-3670 P io c)ki C. i‘.1 -r yp �Inspection: ,�': N /44.1L. „eiri is lot demixib Date w ;00 a.m. .m. R je h Phone: Approved per applicable codes. Corrections required prior to approval. 7-6MMENTSi-. _ ------ ,�': N /44.1L. „eiri .. cf eLe F! AI,4(► 1..c,"t"!' 6, r cr 64 , h r' J $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter 8Ivd. %Suite 100. Call to schedule reins.ection, (1- INSPECTION RECOct) Retain a ropy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 114 2,0,z).-107 PERMIT NO, (206)431-3670 ProJ1 y Type of In pection: ' Pd di Add ess: 5 . 14 Date called: F7ETA LIIIMMINIFIIIPMM'A. Special Instructions: Date wanted: a.m. p.m. Requjer: 11 111 I I I I I I I I II I I • I I I II 1 II I I II I I II I I I I I I I I I I= I I I I I I I Phone: / /..6,A,m,_ 11111111111111111111 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 42 . /1 _AMIEZEMEN. / ,, ,, 4,/ , . ' ', 11 ,-f, AL . 4. 4 0441444P' .00 ar far . .,.air F7ETA LIIIMMINIFIIIPMM'A. o ISTAIIIMUARPAI 11 111 I I I I I I I I II I I • I I I II 1 II I I II I I II I I I I I I I I I I= I I I I I I I vrisivar / /..6,A,m,_ 11111111111111111111 Er re !gumming El inspector; Date: $47,00 REINSPECTION ESE REQUIRED, Prior to Inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reins ection. • 1' MAMA DIVISION.. 46) a Iii PAX • N_ ( 'f#, kr r ��- (' j.. r il�. 21x.11 ,E- fr' _ }1. .► j 1Vd O / �i 1010 % / // rl// /ii /iii % 0 • /" , MASTS= DIVISION M ( • . 4614611 M1209'T 16 7 TACOMA DIVISION Wl)SI0IM M>IpLIOSS•21 PORTLAND DIVISION (5R1) 2!4411 MX (S03) 252.5601 (110) 2974121 PAX (160) 7"1221 15617 SPOKANE DIVISION (509) 5)34571 PAX (SON) 533.1267 PENINSULA DIVISION ao mplo a a Ohm Mo es1d work a • bonny of deign a 4 EN peeMbillon rstyho wir.• Certified Report by Professional Service Industries ra: • COMPRESSION TEST RESULTS • SAMPLE I.b, SIZE ,._... AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE ripe LBS. __. P.S.I, 0I 4 t$ •'6_00 7 ._ iii . ` .- "-2 .�.r�.� 01 _ ',' ,t i ' • 4- 40. ".'$ ••■• t' SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR �• TEMP BREAK NEO CAP OTHER • IN ACCORDANCE WITH ASTM • . ASTM ASTM ASTM ASTM ASTM ASTM ASTM C•a1g C•1431ff C.172a C•231 ❑ C•100418 C•39 0 C•12310 0 -- TIME, TEMP, & DATE ,, ' DESIGN SAMPLE WEATHER 121'1 ¢'t° RTL CAST •I"OQ PLANT M14r■ STRENGTH FC ASOD TYPE Pei. __ ,., CLOu0 • Y x• 'ROPORTIONB: CEMENT vas AGO. FINE A00. WATER ADDED ADMIXTURE ADMIXTURE ' , ,4� . x 6• 133 0 X19/ 4 •r/ MA ' .li � t , TYPE OF CEMENT X U. •, CONC. TEAL P 70 SLUMP r+ Ins, AIR "' % OUANTITY • .. ' . • i - , TRuctLAL33 TICKET I- OSIe'LS 7 SUPER PLASTICIZED SLUMP 0 • • •_' . "" _._MIX POUR LOCATION AND NOTES: • DATE RECEIVED: • ,A t•. s . .. i':� ':.' x ( P�tea Fute., O_TANK kAf..,1' :;_..L.... _._ ftEINFORC.IN6 �1'E L C LIPQ Si .. `j ► •x'v Q • e Iaa,Uimt T. Tilt -.. • . � ti L • M ...... . •• °!•_.,..1 1 'I . . i ..at I • I - ,a sy 8 VIBflATION�'` r • 't y,,. , . . ` >y. :,,' 011 TUKWILA '..,! • • EC..- 1_.000 ._n PERMIT CENTER EQUIPMENT IDENTIFICATION AND SMNl: . COPIES TO: 1 MAILED: [ INSPECTOR: DATE: /!!��� % /� / / / /�i% / /. % EEE /�� • 9 ■ fil 'rni neon I6 t>r9riaad ar Mr women Nan a M r dlem anl)1. Tbr nbwmut+lon a M N neon, by .ny moMiod. end d NornMs1 a 1 Mini WM, by any mom suipM In U. *M out A V Mai psmi.fon a PNaNOlorrl Sen or MidumYw. •, le pro1M bled.• Ibis Me NAYS ON OfF OT II oorMialan Wwb a Om acomm)r of mourns obMInsd pan Mr EMI NM p«bmmd 6rldlor abunsibm nude wIMM IMP *IMO mope a it M art. C«Mio.lon Ad nal ba mrwwd to nOnwr 1. brtp«IN00,.pPrwM or TOTAL NOUNS ao mplo a a Ohm Mo es1d work a • bonny of deign a 4 EN peeMbillon rstyho wir.• Certified Report by Professional Service Industries ra: • AboveNet Underground Fuel System Products & Installation Manuals Index 1. Storage Tanks *Installation Manual 2. Submersible Pumps *Installation Manual 3. Underground Piping System *Installation Manual 4. Vent Piping & Fittings 5. Atmospheric Vents 6. Man -ways to Tank 7. Pipe Cap (Extractor Fittings) 8. Extractor Fittings 9. Fill Line Accessories M1zo00 -io7 RECEIVED CITY OF TUKWIL,A MAY 1 7 2000 PERMIT CENTER , itt°4 44;4:: , - • - "Th Xerxes Underground Storage Tank & Install manual. • • ■ • • • 4, , • 1 • .. ' 2 , w ce g -J0 O 0 to Wr� 1�- CO u. w 0}} g cn d w Z� O w Y-1 ww L ' 0 1 z 0 Y2 O Z f dex .es Tank Features and Benefits ensional Data < Accessories .......... ..... . - itoring Systems. •CHEK" Monitoring System . ;+flcauons .. Double Wall Fiberglass ground Storage Tanks irxes Fiberglass Tanks y ... r Today and Tomorrow ;es' commitment to quality is the foundation of the Strong, ;.basting relationships we share with our customers. Unlike durable goods, Xerxes tanks must perform to standards Decades. :es Is headquartered in Minneapolis, Minnesota, and °per. seven manufacturing facilities strategically located to pro, prompt delivery and quality service, both economically efficiently, to any location, believe - literally and figuratively - in going the extra mile Sur customers, ted, it is our commitment to customer satisfaction and lity products that makes Xerxes the first choice in unger. Jnd fiberglass storage - for today and for tomorrow Long History of Fiberglass Tanks After years of installing bare steel underground . torage tanks for gasoline and diesel fuel, corcorations discovered - in the early 1960s - that the leakage from Steel tanks - because of rust both inside and outside - caused environmental prep. lems Since the mid 1960s, rustproof fiberglass underground storage tanks nave provided a reliable option for safe contain• ment of petroleum fuel products. Xerxes Corporation has been a pioneer in deveIoc+ng, menu= facturing and marketing fiberglass tanks for :re underground storage of these products, as well as various �t}}ces of water and approved chemicals, since the early 1970s Today, a large pe'centage of UST's sold in the U S are'rade of fiberglass more than 350,000 tanks nave been installed and more thin 95 ;; of all tank purchases made by major oil marketers are fiberglass THE XERXES MISSION STATEMENT Xerxes C rocrahCn is a ieading developer & manufacturer Of engineered tbergiass rein• tweed plastic PP) structural products and marketer of :r ese and other products for the petroleum. industrial and commer• cal iarketClace. Our efforts are dedicated to brcvid;ng rich quatity, competitively priced products that satisfy ail the requirements of our customers. We are committed to a philos• bony of growth and continual improvement of Cur products, services, processes and dersonnel in order to serve our stakeholders- customers. suppliers, employees and ;totkrozers Product Line Expands as Environmental Codes Change Nlany local, state and federal agencies require that ;.■ncerground storage sys• terns nave xcondarycontainment features for maximum protection of unoerc rcur•o•water supplies. Today, tre American Petroleum Institute also reccrrmeros secondary containment systems in a "vircnmentany sensitive areas Xerxes manufactures and markets singte Cu dt3'e WOO, Sand triple wall tanks, giving custem.ers :he option to alt their spec:flc storage needs, When required by law and :o assure the maximum level of containment protection, dou• ble 'wall fibe'ylass tanks offer the most cost•ef`ective option. Installation Contractor Training Program Many local, state and federal agencies, as well as many tank c\,vners, require that UST installers are trained in the proper techniques of underground storage tank installation. Whether cr not it is required, Xerxes r=elieves that trained, professional irCividuals are the key to proper installation and the success- ful life of a UST system. Therefore, Xerxes Corporation offers training in the proper installation of our fiberglass tanks. This training — through lec- ture, videotapes, visual aids and discussion -- includes pre - irstallation handling and testing. backfiil material selection, excavation parameters, proper installation techniques and requirements and methods for anchoring and ballasting tanks THE XERXES DOUBLE WALL 0 Why Xerxes Fiberglass Tanks? Xerxes fiberglass underground storage tanks offer a number of advantages' A ;,nicue ,ntegral rib design and COnstructicn of oremrum resin and grass-fiber reinforcement make Xerxes fiberglass tanks amOrg tre strergest. rCst robust underground tanks available 2 Fiberglass construction eirmrnates the oosslbmty of either Internal Or external corrosion of tre tank. 3 Fiberglass tanks are significantly heifer and easier to install than Steel tanks, eliminating :re need for rental of Heavy equipment during instollatiOn 4 F,berg►aSS tanks Can often oe moved from an original Installation Site and be recerhfleo `or installation at a new location. 5 Xerxes :Q:roleurn Storage :C1nks Come .vial a 30.year .,varranty agalnSZ Structural failure, and enterr101 End external Corrosion, XERXES...The Difference Xerx t(lnk; 4 r€i tie E,re'errep tor* choice: of many ^vjer oil, conve- nience store ,ind CCnvrrerC'el onipanles. Xerxes` commitment to pro- duc.ng I'Ilsr.ou,vlty, '.%etl•erglre,rec products nos been proven :rrcugh slit de.,,des t;,r de.relct:ing and frlbr+co Ling cost.effective equipment A spirit of rncvation anO ,eacersnlp trr ves throughout our eperot;cns 0 NK...The Right Choice. Why Double Wall Tanks? Several factors lead companies and consumers to choose double-wail underground storage tanks, wretner or riot they are required by law t0 d0 s0' 1. Xerxes fiberglass double wall tanks are rust•probf, maintenance- free and formulated to be compatible with all petroleum fuel prod- ucts, alconois and a lcinol•ge?soiine mixtures. 2. Two wails of protection allow for maximum security •- in the unlike- ly event of a leak in the primary wall. 3. Xerxes tanks offer a full 36O- degree secondary containment. Unlike other types of double•wall or Jacketed tanks, the secondary con- tainment can be pressure tested at the installation site both prior to and after installation. 4, Various types of monitoring devices can be installed in the intersti• tlal space innerent in double wall tanks. With Xerxes' T RU -CHEK0 Hydrostatic Monitoring System, owrers/ users are able to conduct a tank tic rtness test that meets ESA cr,terta and has Underwriters laboratories third-party verification, Xerxes engireers were the first to utilize integrally constructed ribs �n fiberglass tacks for added :ark strength: We were also the first to manufacture a Underwriters Laboratories IUII listed fiberglass double wall tank and provide a factory•brine sled tank system, Through innovative technologies, as weli es extensive research and develop- ment, Xerxes remains at the forefront of the underground storage tank industry. That is the real difference, luality materials a jean decades of w Ingent Performance Standards standard Xerxes double wail ;ark is vacuum tested 2 factory to 115 ircrles of merc..ry, a far greater Jm than any other :ark rrOnufect:.re* In addition, Xerxes tank is subje;ted to is 5 es,g a it /soao test, '0111c•thlckness venf.c ation and a bercei•nareness Xerxes' standards ,re:t or excaea :nose requrea by ir,vriters Laboratories and ensure :net every Xerxes s a superior investr"ent. Unique Fiberglass Design and Construction Xerxes double wall tanks are highly engineered and manufactured wan premium resin and glass, 2nd feature a unique integral rib design. Like fluting in corrugated board, the integral ribs in Our fiberglass tanks add strength. The integral ribs and tanks are manufactured simultaneously, thus prowling an extremely strong and durable product, Alcohol Fuels Compatible All Xerxes double wall tanks are manufactured with premium•resin and glass•fiber reinforcement formulated to Pe compatible with all petroleum products, alcohols and alcohoi•gasoline mixtures. Internal and External /Corrosion Protection Fiberglass tanks are made of corrosion•resistant materials and - unlike steel tanks - never rust, They require no anodes or any type of cathodic protection and - unlike steel tanks - are maintenance•ree, While coating a steel tank and adding anodes to the outside of it Can sometimes delay the corrosion process, it does nor change steel's natural tendency to rust. Even properly working cathodic protection does not guard against internal corrosion. s 0 O 0 u, W O u. O N d z 0 5y t3 N ' Diameter Tanks 1 �1r 4 -1 0.0. 1 L.._7'_3 1/2' 1 osllaas 10 5/8' 3 1/4' Symbol Identification A 4' NPT Snell Wail Service Fining ,E 4' NPT Monitor /Reservoir Fining F 22' Ilia, Fiberglass Mammy (with 4• NPl tongs in cover) $ ' uhing lug Strap Location • 4 -1 0.0. •- ---- -9 -6 10 5/8 • 11' -7 1/2' 1,000 aINas Diameter Tanks Symbol Identification A' 4' NPT Shell Well Service Fitting . 4' MR Monitor Fitting 0poonal Fiberglass Reservoir (must be ordered separately) it*, 22' Dia. Fiberglass Mammy ` (with 4' NPT tftangs in cover) fr tihing lug — Strap Location $'•3 1 12' 0,0. s• ----*. K 1 N'. --a. le' *� 1/4 )0 Sallops a 1/11/1111/111111 II • A 16t Is 12 q 6'•3 J 341/2 .-r -17 1/4' (TYP) • .1.. -.. N 1/4'--.l L. —K 1 /4' --•+ 0 Oalleas /2' 0.0. '— SS' ....x..._.•,,...11.,6. 41000 Gallus r- S5'— •'+ - -e6 1 /4'— �*►- -- e6 1 /4'-- �'*- -- 06 1 /4'- -.' 30''S 3/4'-- ---� -� 11000 Gallus 17 1/4' (TIP) 1 6' -3 1/2' 0.0. tts ' Diameter Tanks S •) •• 0; Rd 2t tI,'.w.ar.6..,e1;:* 1i.' 1'•.e 13• 100 Gallons to 1a 'per arm ttiif fi. ..._..mot e' • t'-•- .- --- w •, •i2' 00 Gallons ,eCs L'. 1 1 /.'.u-s•.. fIt 1 '."'rn ».�+ra .1 I /i' -s �t� /1' 100 Gallons 0:0, 20'..... .....le 1/ •'62 2/1' 41' It•/, �• It' /2' Symbol Identification • A 4' NP1' Shea Wail Service Fitting O.. 4' NPT Monitor Fitting E . optional Fiberglass Reservoir (must be ordered separately) F. 22' Da. Fiberglass Manway (wain 4' NPf finings in cover) s, lifting tug 04 Strap Location S Gallons 1 II �' 1 1 • • 1 rr • 1 9 , 1 UI11 I • ,t e••i 1 /.'.u-s•.. fIt 1 '."'rn ».�+ra .1 I /i' -s �t� /1' 100 Gallons 0:0, 20'..... .....le 1/ •'62 2/1' 41' It•/, �• It' /2' Symbol Identification • A 4' NP1' Shea Wail Service Fitting O.. 4' NPT Monitor Fitting E . optional Fiberglass Reservoir (must be ordered separately) F. 22' Da. Fiberglass Manway (wain 4' NPf finings in cover) s, lifting tug 04 Strap Location S Gallons 1 ft 1/ met PL' .....e'.. 1• •.�.�.�.�/'.le' Mamma m■O•11 s ion= 12,000 Gallons tt'.• '11' , .. 1.1'� ttljj• asINIMPO • e:s. milord Tank Data / Made -to -Order Tank Data Nominal Actual Nominal Capacity Capacity* Diameter Gallons) (Gallons) Overall Length Shipping Weight Interstitial Number Number 1 Size Number Straps Weight With Brine Volume of 22" of Service o1 Monitor 0 lbs.) (Lbs,) Gallons) Manwa s FllttIn s Fiftln a Re ulred 1,000 2,500 3,000 4,000 5,000 6,000 4,000 5,000 6,000 8,000 10,000 12,000 1.009 2,319 2.904 3,782 4.952 5,829 4,156 5,049 5,998 1841 9,684 11.527 6' 11'•71/2' 131.5 3/4' 1,100 6' 6' 6' 6' 1,400 1.800 2,400 16'•41/4' 2,100 2.800 2,500 3,500 3.100 4,300 3,600 4,900 3,100 3,700 2.900 4,300 3,600 5,400 6,600 8' 37'-0 1/2' 5,000 7,700 4,500 6,200 7,000 8.600 11,000 9,800 20'•8' 26'•5' 30'•8 3/4' 8' 15'•01/2' 2,200 8' 17'4 1/2' 2,600 8' 8' 20.61/2' 26'-01/2' 10 48 1 59 1 76 1 93 110 76 95 1 1 1 1 114 1 8' 31'-61/2' 4,300 10,10.369 12030 11,849 15,000 14,976 20,017 19,703 0 15,030 14,781 .s 25.000 25,336 30,002 30.063 10' 55'-93(4' 11,900 11000 Note: Use of overfill protection such u flapper valves or batll'Qoit vNra wiM reduce the actual capaci o 10' 10' 10' 10' 8' 10' 21'•51/4' 24' -0 1/4' 5,000 294 3/4' 6,100 37'4 3/4' 7,700 152 1 189 227 144 1 167 1 46'4' 6,400 4T-6 3/4' 10,000 14,300 213 280 284 325 375 1 1 5.4' 1.4' 7.4' 64' 7-4' 7.4' 7.4' 7.4' 2 1 2 1 2 (MADE TO ORDER) (MADE TO ORDER) (MADE TO ORDER) 1 1 1 2 4 4 1 2 1 1 1 2 2 4 1 4 1 1 1 1 1 1 1 1 4 4 4 4 6 6 8 10 0 • ti ' i I 1 s1 1 1 I 1. it 11 9 9 I1 9 41 1, 11 It N ft 1/ met PL' .....e'.. 1• •.�.�.�.�/'.le' Mamma m■O•11 s ion= 12,000 Gallons tt'.• '11' , .. 1.1'� ttljj• asINIMPO • e:s. milord Tank Data / Made -to -Order Tank Data Nominal Actual Nominal Capacity Capacity* Diameter Gallons) (Gallons) Overall Length Shipping Weight Interstitial Number Number 1 Size Number Straps Weight With Brine Volume of 22" of Service o1 Monitor 0 lbs.) (Lbs,) Gallons) Manwa s FllttIn s Fiftln a Re ulred 1,000 2,500 3,000 4,000 5,000 6,000 4,000 5,000 6,000 8,000 10,000 12,000 1.009 2,319 2.904 3,782 4.952 5,829 4,156 5,049 5,998 1841 9,684 11.527 6' 11'•71/2' 131.5 3/4' 1,100 6' 6' 6' 6' 1,400 1.800 2,400 16'•41/4' 2,100 2.800 2,500 3,500 3.100 4,300 3,600 4,900 3,100 3,700 2.900 4,300 3,600 5,400 6,600 8' 37'-0 1/2' 5,000 7,700 4,500 6,200 7,000 8.600 11,000 9,800 20'•8' 26'•5' 30'•8 3/4' 8' 15'•01/2' 2,200 8' 17'4 1/2' 2,600 8' 8' 20.61/2' 26'-01/2' 10 48 1 59 1 76 1 93 110 76 95 1 1 1 1 114 1 8' 31'-61/2' 4,300 10,10.369 12030 11,849 15,000 14,976 20,017 19,703 0 15,030 14,781 .s 25.000 25,336 30,002 30.063 10' 55'-93(4' 11,900 11000 Note: Use of overfill protection such u flapper valves or batll'Qoit vNra wiM reduce the actual capaci o 10' 10' 10' 10' 8' 10' 21'•51/4' 24' -0 1/4' 5,000 294 3/4' 6,100 37'4 3/4' 7,700 152 1 189 227 144 1 167 1 46'4' 6,400 4T-6 3/4' 10,000 14,300 213 280 284 325 375 1 1 5.4' 1.4' 7.4' 64' 7-4' 7.4' 7.4' 7.4' 2 1 2 1 2 (MADE TO ORDER) (MADE TO ORDER) (MADE TO ORDER) 1 1 1 2 4 4 1 2 1 1 1 2 2 4 1 4 1 1 1 1 1 1 1 1 4 4 4 4 6 6 8 10 0 • ti ,- ~• 10'. Diameter Tanks 11 C , , ■ o MOW fa aues. •a • 4 r .4 .,f• 4- .,..4 1.,' .. it 41 10,000 Gallons 'o•.1' 3.3. 1 I, • _'. ...... 44' 12,000 Gallons AIM —'0 f, ... -I1 1,1' —•OU U .1416 11 ,3'4■• 15,000 Gallons 11 to) 20,000 Gallons • —1(y„ r,' a Symbol Identification A . 4' NPT Shell Wall Service Fitting 4' NPT Monitor Fitting E Optional Fiberglass Reservoir • (must be ordered separately) F 22.Oia. Fiberglass Manway (with 4' NPT fittings in Cover) S Lifting lug a Strap Location 3.0 Dimensional Data -- Made•to -Order Double Wail Tanks 1 i f1, 7/C....I7 7/4'. -:•III i /4'•- •: —/'•4 I17'-- •'•• —R 7 /1' —:..• I) 7/4' 1' Illamstor,15,000 Gallons (M4•0) 10.70 41 113' i4'. —.+ 44 1/7' 41' .17/4 10' Diameter, 25,000 Gallons (M•T•0) Symbol Identification 0, 4' NPT Monitor Fitting Optional Fiberglass Resen/oir (must be ordered separately) a• Lifting Lug — Strap Location NOTII These tanks are made'to'order only and every manway and fit. tong location is to De specified. The 35.000 and 45,000 gallon. I Odooc•diameter (M•TO) tanks are available, but not shown here or on the data chart on page 8. Consult your Xerxes' represents• we for this information. «10111• 0'•••••• 41 113' .... .K• f1'_.._ SS' • 9 3/4', 10' (Matador, 30,000 Gallons (M4•0) 1m 1 1 I 1 1 I 1 11 If 1$ S. 1, ,471, 14 1r i 10'.4' t ' �- � 20,000 Gallons • —1(y„ r,' a Symbol Identification A . 4' NPT Shell Wall Service Fitting 4' NPT Monitor Fitting E Optional Fiberglass Reservoir • (must be ordered separately) F 22.Oia. Fiberglass Manway (with 4' NPT fittings in Cover) S Lifting lug a Strap Location 3.0 Dimensional Data -- Made•to -Order Double Wail Tanks 1 i f1, 7/C....I7 7/4'. -:•III i /4'•- •: —/'•4 I17'-- •'•• —R 7 /1' —:..• I) 7/4' 1' Illamstor,15,000 Gallons (M4•0) 10.70 41 113' i4'. —.+ 44 1/7' 41' .17/4 10' Diameter, 25,000 Gallons (M•T•0) Symbol Identification 0, 4' NPT Monitor Fitting Optional Fiberglass Resen/oir (must be ordered separately) a• Lifting Lug — Strap Location NOTII These tanks are made'to'order only and every manway and fit. tong location is to De specified. The 35.000 and 45,000 gallon. I Odooc•diameter (M•TO) tanks are available, but not shown here or on the data chart on page 8. Consult your Xerxes' represents• we for this information. «10111• 0'•••••• 41 113' .... .K• f1'_.._ SS' • 9 3/4', 10' (Matador, 30,000 Gallons (M4•0) 1m Optio 'Standard Tank Notes 1. Tank bottom gauge /deflector plates are standard under every manway and service fitting, 2, Anchoring strap locations are indi- cated by arrows on each side of certain ribs. Straps are to be placed on the top of these ribs, 3. Standard service fittings to the pri- mary tank are 4" NPT half -cou- plings. (Additional manways and fittings are available on made-to-order tanks.) 4. 4' monitor fittings provide access to the rib cavity and the Interstice, 5. Four generic types of monitoring systems may be used with Xerxes double wall tanks, Certain restric- tions may apply: a. Hydrostatic Monitor - When a hydrostatic monitoring system is used, the level of liquid In the reser- voir may be monitored to detect a leak In either the inner or outer wall of the tank. Optional reservoir sera sors supplied by Xerxes are avail- able. b. Vacuum Monitor - When vacu- um monitoring is used, a maximum of 3" mercury (1.5 psi maximum) must be maintained, c. Liquid Sensors - When dry inter- stitial monitors are used, the moni- tor is positioned - on most models over the rib at either end of the tank. The Interstice may be either vented or sealed. d. Positive Air Pressure - When posi- tive air-pressure monitoring is used,, the maximum air pressure Is 3 psi. 10 A Shell Wall Service Fitting This service fitting allows access to the interior of the primary tank, Fittings through both shell walls must be located along the top centerline of the tank or the UL label will be void, They are available in 2 ", 4" or 6' NPT half - couplings. M 8' NPT half-coupling is available In a manway cover only. See standard drawings for size and quantities. B Duplex Shell Wall Service Fittings Duplex service fittings allow for the placement of two service connections in one location, Fittings are placed astride the tank's centerline In any standard fitting location, Fittings are available In 2 ", 4" and 6" NPT half-couplings. Fiberglass Nozzle Flanged and Gusseted Flanged and conically gusseted fiberglass reinforced plastic (FRP) nozzles are available in 2 ", 4 ", 6 ", and 8' diameters. The flange face matches the ANSI 150# face pattern. Mating flanges must be flat-faced. These fittings may only be placed on the top cen- terline of the tank. Monitor Fitting The monitoring fitting allows for the placement of probe(s) to detect the presence of liquid in the interstitial space. Fiberglass Reservoir/Brine Xerxes double wall tanks can be shipped with a factory brine filled interstice, which provides a positive pressure hydrostatic monitoring system to detect a leak, This system provides continuous leak protection for both the primary and secondary walls of the tank, In addition, Xerxes TRU•CHEKK UL verified tank•tlghtness test can be pperform• ed on all brine.filled tanks. See page 16 for more TRU•CHEP details. F Fiberglass Manways Manways provide both access to the interior of the tank as well as a location for service Attings. The standard manway I.D. is 22'. Manways with 30" and 36" I.D.'s are available on certain tanks, Each manway is provided with a steel cover, with plated bolts, nuts and washers, and a UL•Iisted gasket, Manways are placed in standard locations as shown on the standard tank drawings. NPT Fittings Steel NPT service fittings in the manway cover are available in 2', 4', 6" and 8' half'couplings. See Standard Tank Data on pages 7, 8 and 9 for size and quantities. Typical Manway Cover Fitting Configurations A B C D ;II) No. of Radius from Cover Center Fillings —I" 3e 36" Spacing v'4" NPT) Manway Mann y Manorsy A 1 Center Center Center C 2 3 • 15° 12 15 E 3 8' 12' 15' 0 4 sag ' 1122' ' 15' 120' 90' AIMED Notes: 1, All covers are amide with a3/8' NPT plug toNed nItnwiys during pMClalon tank testin , 2. Snood pttingsare 4' NPT torpid hakes pangs, 3. Optional6'NPrrNino are available lot use with 4' liber0lau rill tubes, 4. Made•to•ordtr COWS are availa0►t upon request 5. On configuration G'rhe six inch Ming must be located in rho cenra of iht manway cover, 6, When ordaing Woks, spicily msn`ay tilling ronffgunrtlon, ( Fiberglass Manway Extensions Bolt Hole Configurations Manway Sin 22" 30" 36" Dia, of Cover 28' 37 1/2' 46' Bolt Circle 01a, 26' 34 1/2' 42 3/4' Bolt Hole 018, 3/4' 3/4' 3/4' Bolt Site 5/8' 5/8' 5/8' No, of 8olts 24 30 32 Tank entry in high groundwater conditions and/or deep burials may require manway exten• slons. When bolted to the manway, an extension provides a watertight access to the tank interior, Extensions are available in 22 ", 30" and 36' diam- eters, and in two foot lengths or more, up to a maximum height of 6'. Extensions include nuts, bolts, washers and a • asket, ti ii eption`i 12 Attached Collar (AC) This fiberglass attached collar, without flange, can be used to surround the fitting(s) or manway. The collar can be used with attached collar risers (as shown below in I & J). I.D.'s can be 42' or 48". Strap locations can be affected. Use of only one riser will be permitted on sizes 600 thru 3,000 gallons. Maximum use of two risers will only be allowed on 4,000.6' dia. or 6,000 - 8' dia. or larger tanks. Attached Collar Riser (ACR) This fiberglass attached collar riser Is Intended for use with a 42" or 48"dla• meter attached collar. (This Is sold separately. See H.) Riser body Is 42" or 48" 1.0., with a flat top and a 22" or 32 "diameter friction fit cover within top. This riser provides an en• closure for a submersible pump and also provides a termination point for double wall piping systems. The bonding of riser to collar is to be done by the contractor. (Adhesive kits are Included.) K Secondary Contained Service Fittings Secondary contained service fittings, typically a 4" NIT within a 6" NPT, allow the tank to be connected to a secondary contained piping system. �L , Fiberglass Bulkhead Coupling Kit The 3" FRP coupling Is a two•plece fitting that Is bonded to the attached collar nser by the contractor. f The male and female sections of the FRP coupling are threaded together to hold ss the fitting In place while the f adhesive cures. Each kit In. $ cludes one 3" FRP coupling, adhesive and instructions. s Watertight MNY WANT T ol o c lter. wAlt0-31 6041- Attached Collar Riser (ACRWT) The fiberglass watertight attached collar riser is in- tended for use with a 42" or 48" diameter attached collar, (This Is sold separately, See H.) The riser body is 42' or 48" I.D. with a 26' diameter opening. This riser provides an enclosure for a submersible pump and also provides a termination point for double- wall piping systems. The bonding of the riser to the collar and the top to the riser is done by the contractor. (Adhesive kits are included.) ca)"") Electrical Bulkhead Coupling Kit The 1" electrical coupling kit is a three -piece fittin which is bonded to the attached collar riser by the contractor. The male and female sections are threaded together to hold the electrical coupling in place while the adhesive cures. Each kit in- cludes four 1' steel couplings, adhesive and instructions. It �J� Fiberglass Isolation Riser The fiberglass isolation riser provides a non- corrod- ing access from the street box down to the top of the tank. Since the bottom is open, the riser will fill with water if water surrounds the outside of the riser. This riser is available in lengths up to 6 feet in height. Use of only one riser will be permitted on sizes 600 thru 3,000 gallons, Maximum use of two risers will only be allowed on 4,000.6' dia. or 6,000 - 8' dia, or larger tanks, Fiberglass Fill Tube Fill tubes are screwed into the bottom of the 6" x 4" NPT double-tapped re• ducer bushing that Is located In a 6" service fitting, The bottom of the fill tube Is lo- cated 4" above the bottom of the tank with the open end slanted 45 °. The top of the 4" NPT service fitting is closed with a 4" cast-iron plug to facilitate shipping and testing. A 6" NPT fitting Is provided to accommodate fiberglass fill tube. Tank Ladders FRP, aluminum or carbon steel ladders are attached at the tank bottom by FRP mounts and restrained at the top by an FRP bracket. This allows the ladder to slide freely to tom - pensate for tank expansion or contraction. (Manway and ladder are sold separately.) Helical Heating Coils For highly viscous products such as #6 heating oil, helical heating coils are available. Attached to a heavy -duty, epoxy - painted, carbon -steel 22" ID. manway cover, the 1 1/4" schedule 40 carbon - steel heating coil is installed to leave 9" clearance from the bottom of the tank. Suction and return couplings, not included with the heating coil, can be installed in the manway lid. Coil area for heat calcula- tions Is 20.6 square feet. A heating coil can also be centered on 30" and 36" manway covers. The heating coil is shipped separately. For a detail drawing on the heating coil, please contact your local Xerxes representative. Lifting Lugs Each tank provided with a minimum of one lifting lug, Fiberglass Holddown Strap Straps are used when a tank requires anchoring. The straps provide the link between the tank and the owner - supplied anchoring hardware. For more information on straps and their use, refer to the current Xerxes Installation Manual. 0 § Monit Effective Hydrostatic Monitoring Systems for Xerxes Double Wall Tank Xerxes double wall tanks may be monitored with a variety of systems. Each monitoring mode - depending on the eco- nomics of the installation -- is designed to detect a leak in either the primary or secondary tank as well as the attached collar riser. Should an installation require maximum round-the-clock mon- itoring of tank Interstlt►als, attached collar risers, and /or tank level conditions, a variety of options are available in both our LU and LPO series consoles which are pre - configured to accept from Ito 9 sensors, Mina MA= tOildibt 104 • •.• .M.M ,M N. • ryplcal three -tank Installation with control panel Individuelry monitoring the attached collar deers and tanks, Controller/Monitor The control unit provides LED's (indicator lights) to show the individual operating condition of each sensor in the install& Lion. The control unit. also equipped with an audible alarm, may be located up to 2000' from the installation, Control Unit (Thr..•Ch.nnol Panel shows) Monitoring the Tank with a e Reservoir Probe The accurate monitoring of the primary and secondary tank walls Is accomplished through the we of an electronic sensor and the tank-mounted hydrostatic reservoir.e With the Interstitial space and reservoir factoryfilled with liquid to a predetermined level, a hydrostatic pressure Is applied to the Inner and outer tank walls. If a leak should ever occur In the Inner tank, the liquid level in the reservoir will drop as monitoring fluid drains into the pri- mary tank. Should a leak develop in the outer wall, the moni- toring fluid will drain Into the excavation and again lower the level of monitoring fluid. Should a leak occur in the outer wall during high-groundwa- ter conditions, the level of the monitoring fluid will rise as out- side water seeps into the interstitial space. In any of these situ- ations, a change In the liquid level beyond the acceptable llm. Its will activate the alarm, The controller is also equipped with a test switch to prove the system functional, The control panel is weather and corrosion-resistant. Horn (Units up to nine channels also available.) Power (green) - The system is powered. Alarm (red) -The alarm light. plus an audible warning, will indicate either a high level condition for reservoir sensors or a fuel condition for PO- Series Sensors. Alarm (yellow) —The alarm Iighc, plus an audible warning, will indicate either a low level condition for reservoir sensors or a water condition for PO- Series Sensors. The electronic monitoring system is listed by Underwriters Laboratories, Inc. The monitor sensors for the reservoir and riser are inhinsicaJy sale for use In Class 1, Group 0, hazardous locations, as defined by the National Electrical Code. 0 imposaammeeseatransiummeNINSIMMOM i; Manit Monitoring the Attached Collar Riser The optional attached collar riser provides containment for leakage from the submersible pump. Should double wall pip- ing be used a leak in the primary piping will drain to the attached collar riser. (IW I o monitor the unwanted presence of liquid inside the riser, an optional electronic sensor Is mounted at a specified posi- tion on the wall of the attached collar riser. The unit permits continuous electronic monitoring through the control panel, The solid-state sensor consists of a liquid-level sensing element that is activated when a liquid rises to a predetermined and unacceptable level in the riser. The level is sensed and con- verted to a voltage output, which in turn activates the alarm system, • Installation The manufacturer's instruction manual, covering installation, operation and maintenance of the monitoring system, is avail- able from Xerxes sales representatives. A copy of the manual will be sent with each unit. Note that the monitoring system must be installed in accor- dance with the manufacturer's instructions, and all federal, state, and local laws and regulations. Alternative Tank - Monitoring Systems Liquid Sensor Monitoring Systems (Dry Annular Space) Typical configuration for an electronic sensor or manual dipstick. Not.: Monitoring cavity can be vented to atmos- phere or sealed. Concrete Traffic Pad •--i -0- Riser Pipe Monitor Fitting Dry Annular Space Uquld•Sensin$Probe Vacuum and Air-Pressure Monitoring Systems (Dry Annular Space) Notes: I . Maximum continuous positive air pressure is 3 psi, 2. Maximum continuous vacuum is 3' mercury 11.5 PSI maximum) must be maintained. Pipe Vacuum or Al,. ft s r Pressure Sensor y•• Monitor Fitting I5 t )uble wailp p rotect on xes DWr -II double wall tanks with the TRU -CHEK® system ion are factory-filled with a brine solution in the interstice Neen the two tank walls, The brine also partially fills a rrvoir affixed to the top of the tank. This creates a hydrosta- ressure that enables owners /users to monitor both the nary tank and the secondary tank walls. TRU -CHEK' system provides a simple and precise method perform a tank- tightness test. It was developed In conjunc- with Or. Robert Plunkett, Sc.O., consulting engineer (pro - or emeritus(, University of Minnesota. TRU- CHEKe► has rived third -parry verification from Underwriters ratories. -CHEKK testing meets the EPA criteria for tank- tightness ng, which states that a test must be able to detect a leak of 0,1 gallon per hour from any portion of the tank that inely contains product, The test has a 95% probability of .ction (POD and a 5% probability of false alarm (PFA), In words, out of 100 chances, the test detects leaks 95% 'e time. :est must also account for the effects of thermal expan- or contraction of the product, vapor pockets, tank defor- m, evaporation, condensation and the location of the ;r table. CHEW: Is capable of detecting a Toss rate as small as the A 329 criteria of 0.05 gallons per hour, edition, on extended tests, TRU -CHEK. testing offers 99%' nd 1%PFA. TRU•CHEK® test offers significant refits to the owner /operator: A wide range of tank sizes can be tested, including Xerxes OWr•il tanks up to 20,000 gallons, Product can be dispensed during the 95%/5% test. No waiting time is required to start the test as long as a no of new product does not vary more than 209F from the existing product temperature, continuous monitoring works 1 the inner and outer walls are the reservoir level will be stable. 'e is a fracture in the Inner wail ram A), the brine level in the reser- tgo down, The brine level will ;o down if there is a leak In the wall (Diagram 8), a high-water table and "wet - hole" tions (Diagram C), a leak in the wall will cause the brine level up if the height of the table above the leak is 3reater than the level above the leak. !rxes TRU -CHEKK ure for more Diagram A Reservoir Level Down Diagram A 0 Dlagram C 'art I: General 1.0 The tank manufacturer shall supply a continuously moni- tored hydrostatic head pressure leak detection system. The system shall be designed by the manufacturer to detect a Teak in either the primary tank or the secondary tank in either a wet or dry excavation. The system snail include: a brine solution (to prevent freez- ing) job d f o the double tank, a reservoir mounted the interstice tank poviide a liquid medium for monitoring, and an electronic monitor- ing system to sound an audible and visual alarm when the liquid level of the reservoir uses or falls to predetermined alarm points. The system shall also include an electronic sensing probe to monitor the attached collar riser for the submersible pump, if so specified. art 11: Standards 0 The double wall tank with a brine•fhted interstice shall be list- ed by Underwriters Laboratories. The electronic monitoring system used to monitor the liquid reservoir and the attached collar riser shall also be listed by U.L for intrinsic safety in a hazardous location. All equipment shall be installed in accordance with the man- ufacturer's instructions and all applicable federal, state, and local laws and regulations. in III: Requirements for Liquid•Filled Double Wall Tank The Interstice of the double wall tank shalt be filled with a brine solution, Tanks up through 30,000 gallons shall be delivered to the site with the brine solution in the Inter- stice. The reservoir shall be constructed of fiberglass and mounted directly to the top of the tank, The reservoir shall be fitted with one 4" NPT fitting for installation of the electronic-reservoir probe, rt IV: Requirement for the Electronic Monitoring System fit Controller The panel shall receive the signal from the reservoir and /or attached collar nser and provide for the following Indications: 1, System normal 2.5 stem fault The - fault" Indication must not be the same • as tie 'alarm" indication.) 3. System leak alarm Also, a system-test switch indicating the system is functional shall be provided. All alarms shall be both audible and visible. The unit shall be able to be reset. The control panel shall provide indication of which tank is In the alarm condition, if more than one tank is being moni- tored, The control panel shall be capable of monitoring up to eight probe points. The system shall provide intrinsic safety at the probe locations: zeservoir Probe the probe shall be constructed of a material which is suitable or prolonged. complete immersion in the monitoring liquid, The monitoring liquid may be: salt brine (30% CaCI in water). The probe shall detect and report a change in liquid level either above (high -alarm point) or below (low -alarm point) the neutral level established during the initial filling and sub- sequent maintenance of the system. The probe shalt not operate by inducing an electrical current into the liquid medium that is being monitored, The sensing range represents a built -in allowance for pres- sure and thermal variation. Until the liquid level exceeds the allowable variation, the probe shall not send a signal to the monitor unit, The probe shall be capable of being mounted in the reser- voir in a manner that allows adjustment of location, The probe must be able to be mounted so that normal fluctua- tions of the liquid level do not interfere with the normal operation of the probe. The probe shall be capable of operating at a distance of S00 feet from the control panel. 4.2 Attached Collar Riser Probe rif applicable and shown on the drawing) The probe shall be constructed of a material that is suitable for prolonged, complete immerslon in any of the fluids listed in U.L Standard for Safety 1316, Table 14.1, all columns. The probe shall detect the presence of liquid In the riser when the liquid level has risen to a maximum of one inch above the bottom of the probe, as located In its permanent mounting position. The permanent mounting position Is determined by the installer at the time of Installation. The probe shall be capable of being mounted in the riser In a manner that allows adjustment of location, The probe shall be able to be mounted so that an increase In the liquid level does not interfere with the normal operation of the probe. The probe•mounting assembly supplied and installed by contractors shall provide protection for the probe from the operational activities that may take place within the riser, The probe shall be capable of operating at a distance of 500 feet from the control panel. 4.3 Operating Parameters: Temperature: 0° F to 150° F Voltage: 110 or 220 VAC, 50/60 Hz Part V: Performance 5.0 The continuous hydrostatic - monitoring system, including the electronics and the probes, shall be capable of detecting and alarming when the liquid level in the tank reset olr rises or drops beyond the allowable variation. Part VI: Materials 6,0 The materials used in the monitoring system shall be corrosion resistant to the liquid used to fill the Interstice. Part VII: Installation 7.0 The monitoring systems shall be installed in accordance with the manufacturer's installation instructions, and all applicable federal, state. and local laws and regulations. 1' iuide • TORT FORM: e contractor shall provide Double Wall Fiberglass .inforced Plastic (FRP) Underwriters Laboratores- Labeled iderground storage tanks as shown on the drawings. Sizes fittings shall be as shown. The tanks shall be fiberglass iks as manufactured by Xerxes Corporation, nits shall be tested and installed with pea gravel or crushed me as specified in the current installation instructions pro. led with the tank. MG FORM: Section 13177.1 id k General ) t Related Work Specified In Other Sections A Liquid-Level Gauges: Section 15174 8, Plastic Pipe: Section 15064 C, Anchor Bolts: Section 05501 0, Cast-in -Place Concrete: Section 03300 2 Duality Assurance A Acceptable Manufacturer: Xerxes Corporation 3, Governing Standards, as applicable: I . ASTM standard document number D4021.92. 2. Underwriters Laboratories, Inc, (U.L.) Standard for Safety 1316, File MH 9061 for storage of flamma- ble liquids, A U,L label shall be attached to each tank, 3, National Fire Protection Association (NFPA) Standards: NFPA 30: Flammable and Combustible Liquids Code NFPA 30A: Automotive and Marine Service Station Code NFPA 31: Installation of OII•Burning Equipment, 4, City of New York Department of Buildings M.EA., Dlvison #161-89-M, 5, Los Angeles Fire Department, 111: Products I Double Wall Fiberglass Rein forced Plastic (FRP) Underground Storage Tanks: A, Loading Conditions - Tank shall meet the following design criteria: 1. Internal Load • Tank shall withstand a 5•psl air - pressure test with a 5:1 safety factor. Contractor shall individually test tanks for leakage prior to installation. Maximum test pressure is 5 psi. 2. Vacuum Test • To verify structural integrity, every tank shall be vacuum tested by the manufacturer at the factory to 11.5 inches of mercury. 3, Surface Loads • Tank shall withstand surface H -20 axle loads when properly installed according to current manufacturer's installation instructions. • 4. External Hydrostatic Pressure - Tank shall be capable of being buried in ground with 7' of over- burden over the top of the tanks, the hole fully flooded and a safety factor of 5:1 against general buckling, 5, Tanks shall support accessory equipment - such as heating coils. drop tubes, submersible pumps and ladders - when installed according to tank manu- facturer's recommendations and limitations. ge B. Product Storage: 1. Tanks shall be capable of storing petroleum prod- ucts with specific gravity up to 1.1. 2. Tanks shall be vented to atmospheric pressure. The tank is not designed as a pressure vessel, except for use with vapor - recovery systems, provided the pressure of vacuum does not exceed I psi. 3. Gasoline; asohol (90% gasoline/ 10% ethanol mix- ture); 90.5% gasoline and 9.5% Oxino1-50• (4.75% methanol and 4.75% GTBA mixture); Dupont EPA waiver (gasoline with 5% methanol and a minimum of 2.596 cosolvent gasoline with up to 20% (by vol- ume) of MTBE; gasoline /water /ethanol or methanol- blend motor fuels, including 100% ethanol or methanol or M85 (85% methanol) at ambient tem- peratures; Jet fuel; ay.gas; kerosene; diesel fuel; new or used motor oil; or used for fuel oil at temperatures not to exceed 150 °F. C. Materials: 1 .Tanks shall be manufactured with 100% resin and glass -fiber reinforcement. No sand fillers, D. Tank Dimensions (Refer to Xerxes literature on gallonage.): I . Tank shall have nominal capacity of gallons. 2. Tank shall have nominal outside diameter of feet. 3. Tanks shall have approximate overall length of _— feet. E. Interstitial Space 1, Tank shall have a space between the primary and secondary shell walls to allow for the free flow and containment of all leaked product from the primary tank. The space also allows the insertion of a moni- toring device through a monitoring fitting, 2.02 Appurtenances and Accessories A. Optional Anchor Straps I , Straps shall be FRP anchor straps as supplied by tank manufacturer, 2. Number and location of straps shall be specified In current literature by tank manufacturer. @. Manways I,All manways are to be flanged and 22' I.D., com- plete with U.L. listed gaskets. -bolts and covers. (30' and 36' W. manways are also available.) 2. Location is shown on standard tank drawings. 3. Optional manway extensions shall be FRP and 24" long. 4. Each steel manway cover shall have a minimum of three 4' NPT fittings. (See Dimensional Data on page 7.9 for actual size and quantity of fittings.) C. Optional Fill Tubes I. Fill tubes shall be FRP or contractor supplied and installed aluminum. Locations are shown on drawings. 2. FRP tubes shall be 4" diameter, with a 6' x 4" dou- ble- tapped reducer bushing, and include a 6" NPT fitting on the tank. FRP tubes can be installed in the manway cover or tank shell wall. Aluminum tubes (contractor supplied) shall be 4' in diameter and fit directly into a 4' NPT fitting. Tubes shall ter- minate a minimum of 4' from the bottom of tank. 0 0§ rtip 62 Guide D. Gauge Plates - Gauge plates shall be installed under each service fitting and manway opening. E. Heating Coils I.Optional heating coils shall be installed in a separate 22" manway and shall be the standard item supplied by tank manufacturer. 2. Location is shown in Dimensional Data on pages 7.9. F. Optional Ladders - Ladders shall be the standard ladder as supplied by tank manufacturer (aluminum, carbon steel or fiberglass). G. NPT Threaded Fittings 1, Ali threaded fittings shall be a material of construc- tion consistent with the requirements of the U.L. label. 2, All standard threaded fittings shall be half couplings and shall be 4" in diameter. Reducers are to be used for smaller sizes where shown and provid- ed by contractor. 3. Sizes Standard Other Sizes Fill Gauge Inlet 4" 4' 4" Sizes Standard Other Sizes Outlet 4" Vent 4" Extra 4" 4. Strength - Npr fittings shall withstand a minimum of 150 foot - pounds of torque and 1,000 foot- pounds of bending, both with a 2:1 safety factor. H. Monitor fittings - Each monitor fitting shall consist of a 4" NPT fitting on the secondary tank. Part 10: Execution 3.01 Installation Contractor shall be trained by the tank manufacturer, the state or other approved agency. 3.02 Testing Tanks shall be installed and tested according to current double wall installation instructions provided with the tank. (Refer to current publication and include as part of specification,) Part IV: Warranty 4,01 Warranty shall be manufacturer's current standard warranty. (See below. Limited Warranty Petroleum or Alcohol Fuels Storage for Double Wall Underground Petroleum Storage Tanks with Resin Specified for Expanded Fuels Xerxes Corporation ('Xerxes') warrants to ('Ownerthat our underground storage tanks, if used in accordance with Xerxes' published specifications jnd operating guidelines, and if installed in the United States according to Xerxes' published installation instructions and NI ,applicable laws and regula• 10nE 11 Will not fall fora period of thirty (30) years from date of original delivery by Xerxes due to natural external corrosion. 2) WO not fail for a period of thirty (30) yews from date of original delivery by Xerxes due to internal corrosion, provided the tank is used solely, with Or without tank water bottoms, to store the following products: a. Gasoline, jet fuel, aviation gasolines, motor oils, motor vehicle waste oils, kerosene, diesel fuels, or fuel oils at temperatures not to exceed t SO•F. b. Alcohol, alcohoi.gasoline blend, and oxygenated motor fuels scored at ambient temperature: I , Ethanol and Ethanol Blends • 100% Ethyl Monet • Gasond 190% gasoline and 10% ethyl alcohoq, 2. Methanol and Methanol Blends • I00%4 Methyl Alcohol • M85 (85% Methanol and 15% gasoline) • Oxino1•50' waiver (90.5% gasoline and 9,5% Oxinoi•5O' comprised of a 4.75% metnanol and 4.7546 GTM mixture) • Dupont EPA waiver (gasoline with 5% methanol and a minimum of 2,5% cosolvent • the blend may contain a maximum concentra• Lion of up to 3.7% weight percent oxygen in the final fuel), 3. Other Oxygenated Fuels • Gasoline with up to 20%, by volume, of methyl tertiary butyl ether (MTBE), ethyl tertiary butyl ether (ETBE), di-isopropyl ether (DIPS), tertiary amyl methyl ether (TAME), or tertiary amyl ethyl ether PEE). 3) Will not fail for a period of thirty (30) years from date of original delivery by Xerxes due to structural failure, (defined as spontaneous breaking or collapse caused by material defects in materials or workmanship). Any post installation repairs or tank alterations must be performed by Xerxes or its authorized contractor, 4) Will meet Xerxes' published specifications and will be free from material defects in materials and workmanship fora period of one (I) year follow- ing date of original delivery by Xerxes. If any tank is to be removed from an installation, moved to Owners new location and is intended for active service at the new location, the tank must be recertified by Xerxes in order to maintain the warranty as originally extended, The foregoing warranty does not extend to tanks damaged due to acts of God or tank failures caused, in whole or in part. by misuse, improper installation, storage, servicing, maintenance, or operation in excess of their aced capacity or contrary to their recommended use, whether intentional er otherwise, or any other cause or damage of any kind not the fault of Xerxes, terns does not warrant any product. components or parts manufactured by others. Owners sole and exclusive remedy for breach of warranty is limited at Xerxes' option to: (a) repair of the defective tank, (b) delivery of a replacement ark to the point of original delivery. or (c) refund of the original purchase price. A claimant must give Xerxes the opportunity to observe and inspect the yank prior THE FOREGOING the or the claim will be barred. NI claims must be made in wnnngg within one ( I) year after tank failure or be forever WARRANT( CONSTITUTES XERXES' EXCLUSIVE OBLIGATION AND XERXES MAKES NO OTHER WARRANTY OR REPRESENTATION. :XPRESS OR IMPUED. WITH RESPECT TO THE TANK OR ANY SERVICE. ADVICE. OR CONSULTATION. IF ANY, FURNISHED TO OWNER BY XERXES OR ITS :EPRESENTATWES, WHETHER AS TO MERCHANTABIUTY, FITNESS FOR A PARTICULAR PURPOSE, OR OTHERWISE. THE REMEDIES SET FORTH IN THE WOVE WARRANTY ME THE ONLY REMEDIES AVARABLE TO ANY PERSON OR ENTITY FOR BREACH OF WARRANTY OR FOR BREACH OF ANY OTHER 'OVENANT, DUTY, OR OBLIGATION ON THE PART OF XERXES. XERXES SHALL HAVE NO LWABIUTY OR OBLIGATION TO ANY PERSON OR ENTITY FOR BREACH OF ANY OTHER COVENANT, DUTY OR OBLIGATION UNDER THIS WARRANTY EXCEPT AS EXPRESSLY SET FORTH HEREIN. IT IS EXPRESSLY kGREEO THAT THIS WARRANTY DOES NOT FAIL OF ITS ESSENTIAL PURPOSE. XERXES SHALL HAVE NO L.IABIUTY FOR TANK INSTALLATION OR REMOVAL :MTS. ENVIRONMENTAL CONTAMINATION. FIRES, EXPLOSIONS OR ANY OTHER CONSEOUENCES ALLEGEDLY ATTRIBUTABLE TO A BREACH OF WAR- :Awe. OR INCIDENTAL. CONSEQUENTIAL OR PUNITIVE DAMAGES OF ANY DESCRIPTION. WHETHER ANY SUCH CLAM OR DAMAGES BE BASED UPON VARRA!dTY, CONTRACT, NEGLIGENCE, STRICT UABIUTY OR OTHER TORT. OR OTHERWISE. IN NO EVENT SHALL XERXES' TOTAL UABIUTY HEREUNDER :XCEEO THE ORIGINAL PURCHASE PRICE OF THE TANK WHICH GAVE RISE TO SUCH LIABILITY. Co. 19 , �� .... r4.-• ,ik. • 4, NERXE8'... Nationwide manufacturing means fast deflvery to you. 'Catwalk:— West =.. tiMlnnapelll, MN 11p IOn, IA•r ---- 4 on. 0101 Haste 0, FL . j • i'• f' [even ftratec.c.11y ^:: P'. 'N I$ :0 Arcvice p ^o f8rvi a bC:^ i :: "0"' ?ily and effqC a ^fly :0 «' loc.snon: XERXE MANUFACTURING RANTS ® Anaheim, California (714) 630.0012 Seguin, Texas Avon, Ohio (440) 327.6051 Tipton, Iowa Hagerstown, Maryland (301) 223.6961 W. Memphis, Arkansas CORPORATION Lakeland, Florida (941) 665.1471 Tipton, Iowa (830) 372.0090 (319) 886.6172 (870) 735.5353 CORPON/ITE 1111=44744==gmeesszt......_,EilS Mi0/404/041 l0*Plii4tQwiitiaiitiw tta iA.443.tam. • • • lis Installation Manual and Operating Guidelines For SingIeWaII and DoubIeWaIl Fiberglass Underground Storage Tanks v^er srould retain this manual for fe:ence to cperatrng gurdelrnes. .4- ; ‘,G ( )^!rf Section 1. Introduction p.1 1.1. Safety Notes 1,2. General 1.3, Definitions Section 2. Preparation for Installation p.2 21. General Section 3. Preinstallatlon Tasting p,3 3.1. General 3.2. Single -Wall Tank 3.3, Double-Wall Tank with Dry Interstitial Space 3.4. Double•WaN Tank with Liquid -Filled Interstitial Space 3.5. Single-Wall Multicompartment Tank with Single Bulkhead 3.6, Single-Wall Multicompartment Tank with Double Bulkheads 3,7. Double-Wall Multicompartment Tank with Dry Interstitial Space 3.8. Double-Wall Multicompariment Thnk with Liquid•Fl11ed Interstitial Space Section 4. Backing Material p.9 4,1. General Section 5. Excavation Parameters p.9 5,1, General 5.2. Tank Spacing 6.3. Geotextile Section 8. Anchoring Tanks p.12 6,1. Deadman Anchors 8.2. Xerxes Deadman Anchors 8.3. Anchor Slabs 8.4, Hold-down Straps 8,6. Hardware and Anchoring Points 8.8. Man-Out-of-Hole Anchoring 8.7. Alternate Anchoring Methods In Wet•Hole installations Section 7. Bottom Sumps and Fittings p.15 7.1. General Section 1. Installation p,16 8.1, General 8,2. Dry-Hole Installation 8,3. Wet-Hole Installation Section 9. Postinstallation Testing p.17 9.1. General p.I7 Section 10. Ballasting 10.1. General Seaton 11. Piping and Venting p.17 11,1. Internal Piping 11,2, External Piping 11.3. Venting Tank 11.4, Venting interstitial Space Section 12, Filling Tank p,18 12,1. General Section 13. Backfilling to Grade p.18 13,1, General Section 14. Deflection Measurements p,18 14.1, General 14.2, Dipstick Preparation 14.3. First Diameter Reading 14.4. Second Diameter Reading 14.5. Calculation and Comparison Section 16, Monitoring p.19 15,1. Single-Wall Tank 15,2, Double-Wall Tank 15.3. Tank with Dry Interstitial Space 15.4, Tank with Liquid•Filled Interstitial Space Section 18, Installing Attached Collar Risers (ACR) . p20 18.1. General 18.2. Preinstalladon 18.3. Preparing the Collar and Riser Body 18.4. Sealing and Assembly 18.5. Hydrostatic Water Test 18.8. Watertight Cover Installation (WT) 18.7. Final ACR Installation Section 17, Adding Tanks at Existing Locations... p.24 17.1. General 17,2. Preferred Method 17.3. Alternate Method Section 18. Operating Guidelines p24 18.1, General 18,2. Filling Tank 18.3. Entering Tank Section 19, Limited Warranties p,26 19.1. General Section 20. Selected List of Supplemental Materials p.25 20.1. General Section 21. Retaining Installation Manual . • . . p.25 21.1. General Addenda, Tank Installation Checklist, . , . p28 Tank Handling Data p.27 Read all instructior.,c and operating guidelines before installation. ro Installer: Before installation, read Installation Manual and Operating Guidelines. After installation, give Installation Manual and Operating Guidelines to owner. ro Owner: After installation, retain Installation Manual and Operating Guidelines for future reference to perating guidelines. 1 INiPOF)I)CZION .1. SAFETY 1.1. Before beginning the tank installation, read through the ire Installation Manual and Operating Guidelines (subse• iently referred to as "Installation Manual "). It is the responsibil. of the owner, installer and operator to comply with all federal, ate and local laws, regulations, codes and safety precautions. 1.2, No instructions or procedures presented in this installation anual should be interpreted so as to put at risk any person's :alth or safety, or to harm any property or the environment. 1,3, Keep the Installation Manual available at the installation e to refer to safety procedures as needed, 1.4. Working In excavations is dangerous, and is regulated by th federal and state safety regulations. 1,5, Careless activity or operation of equipment can cause ath, serious personal injury or property damage. AW RNING Now OSHA regulations for tank excavations, Collapse of ovation walls could result in death, serious personal !By or propafy damage. .8, The following definitions will serve as a guide when ding the installation Manual: DANGER tabs an Imminently hazardous situation, which, If not Wed, will result In death, serious personal Injury or potty damage. a WARNING 1 fates a potentially hazardous situation, which, If not Mod, could result In death, serious pasonel Injury or Deny damage, cafes a potentially hazardous situation, which, if not Idad, may result In minor or moderate personal injury or 7erty danragp, It may also be used to at against ate practices. 1.2. GENERAL 1.2.1. It is important to follow the procedures and instructions in this manual in order to safely and properly install a Xerxes underground storage tank and accessories. Failure to follow these instructions will void the tank warranty and may cause tank failure, serious personal injury or property damage, 1.2.2. The Xerxes warranty applies only to a tank installed according to these instructions, Since Xerxes does not control the parameters of any Installation, Xerxes' sole responsibility in any installation is that presented in our warranty, 1,2.3. It Is the responsibility of the owner and operator to always follow the operating guidelines set forth in Xerxes' applicable warranty and Section 18 of this installation Manual. A Xerxes warranty Is found in each product brochure or is available upon request from the UST coordinator at the Xerxes plant nearest you. It is the responsibility of the owner to retain this Installation Manual for future reference to operating guidelines. 1.2.4. Use the Tank Installation Checklist (Included In this manual) for all single•wall tanks (SWT), doubte•wall tanks (DWT), oil water separators (OWS) and multicompartment tanks (MCT) as the Installation proceeds. Retain a copy of the completed Tank installation Checklist, and any correspondence, certification, etc., related to the tank. Each tank requires a separate Tank Installation Checklist. Consult your Xerxes representative or distributor if additional Tank installation Checklist forms are needed. 1,2.5. The tank owner and/or Installing contractor should retain a copy of the Tank Installation Checklist to facilitate any warranty claim. 1,2,6. Comply with all applicable regulations and standards, such as; • federal, state and local construction, health, safety and environmental codes; • National Fire Protection Association standards (for example, NFPA 30, 30A and 31); • industry standard practices (for example, PEI RP100, API RP1615); • EPA reference materials (for example, "Doing It Right'), 1.2.7. For additional information, contact your state, county and city storage-tank authorities, including health, fire or building departments, and environmental agencies. All work must be performed according to standard industry practices and OSHA regulations. 1 1 1 1 1 g 1.2.8, Federal, state and local codes and regulations always take precedence over a Xerxes requirement. 1.2.9. Xerxes must authorize - in writing and prior to tank installation - any variation to, or deviation from, this manual's instructions. 1,2,10. All correspondence regarding variations must be retained for any warranty claim to be valid, 1111, If you have questions or encounter situations not covered In these Instillation Instructions, contact technics' support at Xerxes Mlnneapolia, 612.887.1890. 1.3. DEFINITIONS 1.3.1. For terms related to Xerxes tanks, see FIGURE 1.1. Wino Iwo AUa.d COON (AC) Norway mot IWO! . +niNftlbM loon Only) S W+EMd 4' NM' NMCouprnq (mots 10 primary twit my) Monet I (loam Is woos oriy) Anchor Strop L000lim Anvwl Nye Gum Plato Mines and ins w Moo loon FIGURE 1.1 I'111 I'AItA I ION I OIl IN`,1 Al 1 A l ION 2.1. GENERAL. 2,1.1. Although Xerxes corrosion - resistant tanks are rigged, care must be taken so they are not dropped or damaged during delivery, unloading and handling on the Job site. �1 WARNING The (lank a heavy and has a large surface are. The kink wit roll on sloped surfaces and avid be blown about by die wind. Abvement of the tank could cause dab, serious personal Injury or property damage. 2.1.2. Before the tank Is unloaded or relocated on the job site (and before preinstallation testing at job site), complete the following steps: 2.1.2.1. Visually inspect the enure exterior surface of the tank to make sure that no shipping or handling damage has occurred. Look particularly for holes, cracks or deep scrapes. 2.1.2.2. Sign the shipping papers accepting the tank as delivered. 2.1.2.3. 8e sure that all equipment used to lift the tank is rated to handle the load. Refer to the Xerxes Tank installation Checklist, Tank Handling Data section for tank shipping weight. 2.1.2.4. Prepare the unloading and/or storage site by removing all rocks and debris. 2.1.2.5. Arrange for sandbags or tires to be used as chocks, (See FIGURE 2-1.) FIGURE 2.1 2.1.3. When hoisting the tank, take the following precautions: 2.1.3.1. Use the lifting lug(s). 2.1.3.2, Do not wrap chain or cable around the tank. 2.1.3.3. Use guy ropes to guide the tank when needed. 2.1.3.4. Do not roll the tank to move it. 2,1.4. A tank larger than 12,000 gallons has multiple lifting lugs. Use all the lugs to move the tank. (See FIGURE2.2.) FIGURE 2.2 2.1.5. Whenever a tank is stored at the site, chock it in place to prevent rolling. (See FIGURE 2-1)11e the tank down if high winds are expected. 1111111 Anchor Strop L000lim Anvwl Nye Gum Plato Mines and ins w Moo loon FIGURE 1.1 I'111 I'AItA I ION I OIl IN`,1 Al 1 A l ION 2.1. GENERAL. 2,1.1. Although Xerxes corrosion - resistant tanks are rigged, care must be taken so they are not dropped or damaged during delivery, unloading and handling on the Job site. �1 WARNING The (lank a heavy and has a large surface are. The kink wit roll on sloped surfaces and avid be blown about by die wind. Abvement of the tank could cause dab, serious personal Injury or property damage. 2.1.2. Before the tank Is unloaded or relocated on the job site (and before preinstallation testing at job site), complete the following steps: 2.1.2.1. Visually inspect the enure exterior surface of the tank to make sure that no shipping or handling damage has occurred. Look particularly for holes, cracks or deep scrapes. 2.1.2.2. Sign the shipping papers accepting the tank as delivered. 2.1.2.3. 8e sure that all equipment used to lift the tank is rated to handle the load. Refer to the Xerxes Tank installation Checklist, Tank Handling Data section for tank shipping weight. 2.1.2.4. Prepare the unloading and/or storage site by removing all rocks and debris. 2.1.2.5. Arrange for sandbags or tires to be used as chocks, (See FIGURE 2-1.) FIGURE 2.1 2.1.3. When hoisting the tank, take the following precautions: 2.1.3.1. Use the lifting lug(s). 2.1.3.2, Do not wrap chain or cable around the tank. 2.1.3.3. Use guy ropes to guide the tank when needed. 2.1.3.4. Do not roll the tank to move it. 2,1.4. A tank larger than 12,000 gallons has multiple lifting lugs. Use all the lugs to move the tank. (See FIGURE2.2.) FIGURE 2.2 2.1.5. Whenever a tank is stored at the site, chock it in place to prevent rolling. (See FIGURE 2-1)11e the tank down if high winds are expected. { t .'•1 AI IA1)ON 11;11N1, 1,1. GENERAL c,1.1. Xerxes tanks are tested prior to shipment, but all anks must be retested prior to installation — even if shipped rith vacuum — in order to verify the absence of shipping and andling damage. .1,2. The tester is responsible for verifying that all of the test quipment is in good working condition, and is properly anflgured and calibrated, .1.3. Construct a test manifold as shown In FIGURE 3.1. The •r- supply gauge must have a maximum full -scale reading of 15 ;ig with 114 -Ib, or 1/10-lb. increments, and a pressure -relief ;vice set at 6 pslg (4 psig for 12 -foot tanksj. Pressure- Relief Device From Air Supply • • Air - Supply Valve Air - Supply Gauge Service Fitting FIGURE 3.1 .4. In air tests, temperature change could be a factor in >Inges in gauge readings. le: Multiple test manifolds will be required to tut Iticompartment tanks. .5, Ills the installer's responsibility to select a thread sealant t is compatible with the product being stored. Some sealants not be used with some products. Remove, clean and redope factory- furnished temporary plugs with appropriate thread Iant. Install permanent plugs In all unused openings. Make 9 all manway bolts are tightened, and fitting plugs are )erty doped and sealed. 6. Refer to the appropriate section below for instructions for following situations: 3.1. For testing a single -wall tank, see SECTION 3.2. 3.2. For testing a double -wall tank with a dry interstitial :e, see SECTION 3.3. 3.3. For testing a double -wall tank with a liquid-filled sUUal space, see SECTION 3,4. 3 3.1.6.4. For testing a single -wall multicompartment tank with a single bulkhead, see SECTION 3,5 3.1.6.5. For testing a single -wall multicompartment tank with double bulkhead(s), see SECTION 3.6. 3.1.6,6, For testing a double -wall multicompartment tank with dry interstitial space, see SECTION 3.7. 3.1.6.1, For testing a double-wall multicompartment tank with liquid-filled interstitial space, see SECTION 3.8. 3.1.7. If damage is detected, do not attempt repairs. Contact the UST coordinator at the Xerxes plant nearest you. Telephone and fax numbers are found on the back cover of this manual. 3.1,8, After installation and before backfilling to grade, testing must be repeated to verify that no damage has occurred during Installation. WARNING �� When the tank Is under pressure, the manways and/or fittings may dislodge, or the tank could rupture and result In death, serious personal Injury or property damage. Before beginning the test, notify all people on the test site to remaln In a safe location, ALWAYS ATTEND TO THE TANK DURING THE TEST, Stand clear of mays, ilttings and tank ends during the test. ! WARNING The maximum test pressure Is 6 psig (3 pslg for a 12 -loot tank]. Position the pressure gauge so that the pressure readings an be dearly read at all times. See FIGURE 3.2. 111111 111111• 1111111 :. '111111 1111111 1' 11111 111111 III 111111 111111 III 111111 - I1111i . 1111 11111 111111 11111 IIIIII 111111 111111 :IIIIII 111111 111111i - 111111: = II1111: -111111 3111111,- 111111= :111111 111111 FIGURE 3-2 A WARNING The pressure-relief device or regulated alr source must be rated at a maximum of 6 pslg [4 pet fora 12 -foot tank] to reduce the risk of overpressurizing the tank, k 3.2. TESTING A SINGLE -WALL TANK 3.2.1. Remove all temporary service fitting plugs, redope and reinstall all fitting plugs except one (needed for test manifold). Install permanent plugs in all unused openings. 3.2.2, install the test manifold in the open service fitting. Connect the pressure source to the test manifold, (See FIGURE 3.3.) FIGURE 3.3 3.21. Pressurize the tank to 5 psig (3 psig for a 12 -foot tank), Allow the pressure to stabilize by adding or removing alr as necessary. 3,2.4. Close the air - supply valve on the teat manifold, Dlscon• nect the air-supply line. 3.2.5. Soap the entire exterior of the tank. Watch for active alr bubbles, which indicate a leak. Pay special attention to fittings and manways. Lift the tank to check the bottom. Do not roll the tank. 3.2.6. Monitor the pressure for one hour, �ARNINO 41 Do not stand under the tank. ThIa could result In death, sedan personal Wary or Property damage, 3.2.7. When the test Is complete, carefully release the air pressure from the tank by opening the air-supply valve. 3.2.8. When air flow stops, remove the test manifold. 3.3. TESTING A DOUBLE•WALL TANK WITH DRY INTERSTITIAL. SPACE 3.3.1. GENERAL 3.3.1.1. The tank will arrive with a quick•disconnect assembly. (See FIGURE 3.4.) 3.3.1.2.1f the tank is not configured as shown in FIGURE 3.4 prior to preinstallation testing, call the UST coordinator at the Xerxes plant nearest you. ' Nylon Tie duick•Disconnect Gauge Monitor Fitting SF• Pressure - Relief Device From Air Supply Air-Supply � Air - Supply auge FIGURE 3.4 3.32. PRIMARY TANK (INTERNAL) 3.3.2.1. Remove all temporary service fitting plugs, redope and reinstall all fitting plugs except one (needed for test manifold). Install permanent plugs in all unused openings. 3.3,2.2. Install the test manifold In the open service fitting. Connect the pressure source to the test manifold. (See FIGURE 34.) 3,3,2.3. In order to test the primary tank alone, the quick. disconnect assembly must not be connected to the service fitting — keep the nylon tie in place. 3.3.2.4. Pressurize the primary tank to 5 psig (3 psig for a 12• foot tank). Allow the pressure to stabilize by adding or removing air as necessary. 3.3.2.5. Close the air.supply valve on the test manifold. Disconnect the air - supply line. 3.3.2.8. Soap all service fittings and manwayo. Watch for active alr bubbles, which indicate a leak, 3.3.2.7. Monitor the pressure for one hour, 3.3.3. SECONDARY TANK (EXTERNAL) 3.3.3.1. Maintain the pressure in the primary tank. Do not connect air supply drec y to the Int rst laFapta monitor Piusurtahp the secondary tank (inMratOW space) by keeilrmay damage the primary tank a con tank *Om 3.3.3.2. Free the hose from the service fitting by cutting the nylon tie. 3.3.3.3. Insert the hose into the quick - disconnect fitting, This will allow air to transfer from the primary to the secondary tank. 1.3.3.4, Reconnect the air - supply line, Allow the pressure to stabilize at 5 psig (3 psig for a 12 -foot tank) by adding or emoving air as necessary. 3.3.3.5. Close the air - supply valve on the test manifold. Disconnect the air-supply line. ;,3.3.6, Soap the entire exterior of the tank. Watch for active air 'ubbfes, which indicate a leak. Pay special attention to fittings and ianways. Lift the tank to check the bottom. Do not mg the link. .3,3.7. Monitor the pressure for one hour, A WARNING 7o not stand under the tank. This could result In death, ems personal Injury or property dame. .3,3.8. When the testis complete, carefully release the air 'assure from the tank by opening the air-supply valve. .3.3.9. When the air flow stops, remove the test manifold. .4. TESTING A DOUBLE-WALL TANK WITH LIQUID-FILLED ITERSTITIAL SPACE A CAUTION o not connect air supply directly to the Intertaf osoe onlbr fitting Pressurizing the secondary tank (Interstitial sew) by Itelf may damage the primary tank or cause nk Iiwt#e. 4.1, PRIMARY TANK (INTERNAL) 4.1.1. Keep the tank vertical (the reservoir on top) et all times the monitoring fluid may drain from the reservoir. 4.1.2. Remove all temporary service fitting plugs, redope, and natal) all fitting plugs except one (needed for teat manifold) d the fitting on the reservoir, Install permanent plugs in all used openings. Do not open the monitor Mtlnp (If present) monitoring Auld could be lost, %1,3. Check dne liquid level in the reservoir, It should be about 1/4 full, 1.1.4. Visually check the interior of the tank for liquid. There Quid not be any. ..1.5. Install the test manifold in the open service fitting, Connect pressure source to the test manifold. (See FIGURE 3.5.) r•Suppy Valve dr•Supply Gauge arvi sitting From Air Supply Pressure•Reliet Device Reservoir Fitting FIGURE 3-5 5 3.4,1.6, Pressurize the primary tank to 5 psig, Allow the pressure to stabilize by adding or removing air as necessary. Note: The liquid level will rise during the air test 3.4.1.7. Close the air - supply valve on the test manifold. Disconnect the air - supply line. 3.4.1.8. Soap all service fittings and manways, Watch for active air bubbles, which indicate a leak. Check the reservoir for bubbles in the monitoring fluid. (The level of the monitoring fluid in the reservoir will naturally rise due to the pressure in the primary tank.) 3,4.1.9, Monitor the pressure for one hour. 3,4.1,10, When the test is complete, carefully release the air pressure from the tank by opening the air-supply valve. 3.4.1.11. When the air flow stops, remove the test manifold, 3.4.1.12. Check the liquid level in the reservoir. It should be at approximately the same level as the pretest level. 3.4.2. SECONDARY TANK (EXTERNAL) CAUTION Do not connect air supply directly to the intlenhtt l spry monitor fitting. Pi saudeng the secondary tank (Interstitial spew) by ! by itailfmay damage the primary tank or aurae tank failure. 3.4.2.1. Check the exterior of the tank for monitoring fluid. (The monitoring fluid Is dyed blue to distinguish between moisture and monitoring fluid.) If monitoring fluid is found, wipe the tank dry and verify that the monitoring fluid does not reappear. Lift the tank to check the bottom, Do not roll the tank, A WARNING Do not stand under the tank. This could insult In death, serious personal Injury or property damage, 3.4.2.2. Visually check the interior of the tank for liquid, There should not be any. 3.4.2.3. Replace the protective covers in the service fitting and the reservoir fitting, 3,5, TESTING A SINGLE•WALL MULTICOMPARTMENT TANK WITH SINGLE BULKHEAD 3.5.1. GENERAL 3.5.1.1. Remove all temporary service fitting plugs, redope and reinstall all fitting plugs except one in each compartment (needed for test manifolds). Install permanent plugs in all unused openings. (See FIGURE 3.6 and FIGURE 3.7.) t FIGURE 3-8 Air Test of Bass Tank FIGURE 3•T Alr Test of End Tanks) FIGURE 3-8 Alr•Test Monitoring of Double Bulkhead(.) FiGURE 3.9 3.5.2, AIR TEST OF BASE TANK 15.2.1, Install the test manifold in the open service fitting, Connect the pressure source to the test manifold on the base tank. (See FIGURE 3.3 and FIGURE 3.7.) 3.5.2.2. Pressurize the base tank to 5 psig (3 psig for a 12 -foot tank). Allow the pressure to stabilize by adding or removing air as necessary. 3,5.2.3. Close the air-supply valve on the test manifold in each compartment. Disconnect the air- supply line. 3.5.2.4. Soap the entire exterior of the tank. Watch for active air bubbles, which indicate a leak. Pay special attention to fitting and manways. Lift the tank to check the bottom. Do not roll the tank. 3.5.2.5. Monitor the pressure for one hour, Do not release air pressure. 3.53. AIR TEST OF END TANK(S) 3.5.3.1. Install the test manifold in the open service fitting, Connect the pressure source to the test manifold on the end tank(s). (See FIGURE 3.3 and FIGURE 3.8) 3.5.3.2, Pressurize the end tank(s) to 5 psig (3 psig for a 12 -foot tankj, Allow the pressure to stabilize by adding or removing air as necessary. 3.5,3.3. Close the air-supply valve on the test manifold. Disconnect the air-supply line. 3.8.4. EXTERNAL SOAP TEST 3,5.4,1. Soap the entire exterior of the tank. Watch for active air bubbles, which indicate a leak, Pay special attention to fitting and manways. Lift the tank to check the bottom, Do not roll the tarot 3.5.4.2, Monitor the pressure for one hour. 15,4.3, After the test is completed, release all tank air pressure and remove gauges. 3.8. TESTING A SINGLE -WALL MULTICOMPARTMENT TANK WITH DOUBLE BULKHEAD(S) Do not connect sir supply directly to the lntorstli spaca monitor fitting, Pressurizing the secondary dark space) by itself may damage the primary tank or dark f aure, 3.8.1. GENERAL 3.6.1.1. Remove all temporary service fitting plugs, redope and reinstall all fitting plugs except one in each compartment (needed for test manifolds). Install permanent plugs In all unused openings. (See FIGURE 3-6 and FIGURE 3.7) • 3.8.2. AIR TEST OF BASE TANK 3.6.2.1. Install the test manifold in the open service fitting. Connect the pressure source to the test manifold on the base tank. (See FIGURE 3.3 and FIGURE 3.7.) 3.6.2.2. Pressurize the base tank to 5 psig (3 psig for a 12 -foot tankj, Allow the pressure to stabilize by adding or removing air as necessary. 3.6.2.3. Close the air - supply valve on the test manifold in each compartment. Disconnect the air-supply line, 3.6.2.4. Soap the entire exterior of the tank. Watch for active air bubbles, which indicate a leak. 3.6.2.5. Monitor the pressure for one hour, Do not release sir pressure. 1.6.3. AIR TEST OF END TANK(S) :.6,3,1. Install the test manifold in the open service fitting. :onnect the pressure source to the test manifold on the end ank(s). (See FIGURE 3.3 and FIGURE 3.8.) 1.6,3.2. Pressurize the end tank(s) to 5 psig (3 psig for a 12 -foot 3nk). Allow the pressure to stabilize by adding or removing air s necessary. .6,3,3. Close the air-supply valve on the test manifold, lisconnect the air-supply line. .6,3.4, Soap the entire exterior of the tank(s). Watch for active it bubbles, which indicate a leak. 6,3.5. Monitor the pressure for one hour. 6.4. TEST OF DOUBLE BULKHEAD(S) 8,4.1. Install a 4 -inch APT plug with a 0.15 psig gauge (114-lb. • 1110 -Ib. increments) into all monitor fittings leading to the 'obis bulkhead of the base -tank domes, (See FIGURE 3.9.) 3,4,2. Closely monitor all these gauges for any pressure :rease. 8.6. EXTERNAL SOAP TEST 3.5.1. Soap the entire exterior of the tank. Watch for active air .bbles, which Indicate a leak. Pay special attention to fittings and 3nways. Lift the tank to check the bottom. Do not roll the tuck, 3,5.2. Monitor all gauges for either a loss In pressure from the 'ks or an increase In pressure in the bulkhead interstitial space. 3,5,3. After the test is completed, release all tank air pressure d remove gauges. '. TESTING A DOUBLE -WALL MULTICOMPARTMENT AK WITH DRY INTERSTITIAL SPACE CAUTION not co nkt air aupp/y dkedly ib the InWtrtttt ! spray vibe *kg, Pm:mirky the mondary br,k (Inkndi(M tat) by Ralf may danhagi to prthtaiy tonk or aua k blunt .1. GENERAL .1.1. Remove all temporary service fitting plugs, redope and 'istall all fitting plugs except one In each compartment eded for test manifolds). Install permanent plugs in all lsed openings. (See FIGURE 3.10 and FIGURE 3.11.) uAng Typical Mammy wet Fittings —,0 Typical service P.*ng Monitor Peng S amp 1 Flat SW Tank 1`s Seim r Rib Tank FIGURE 3.10 FIGURE 3.11 FIGURE 342 Alr•Test Monitoring of Secondary Tank FIGURE 3.13 3.7.2. AIR TEST OF BASE TANK 3,7.2.1. Install the test manifold in the open service fitting. Connect the pressure source to the test manifold on the base tank, (See FIGURE 3.3 and FIGURE 3.11.) 3.7.2.2, Pressurize the base tank to 5 psig. Allow the pressure to stabilize by adding or removing air as necessary. 3.7.2.3. Close the air - supply valve on the test manifold in each compartment. Disconnect the air - supply tine, 3.7.2.4. Soap all service fittings and manways. Watch for active air bubbles, which indicate a leak. 3.7.2.5. Monitor the pressure for one hour. Do not m1ss s air pnssun, 3,7.3. AIR TEST OF END TANK(S) 3.7.3.1. Install the test manifold in the open service fitting. Connect the pressure source to the test manifold on the end tank(s). (See FIGURE 3.3 and FIGURE 3.12.) 3.7.3.2. Pressurize the end tank(s) to 5 psig. Allow the pressure to stabilize by adding or removing air as necessary. 3.7.3,3. Close the air - supply valve on the test manifold. Disconnect the air - supply line, 3,7.3.4, Soap all service fittings and manways, Watch for active air bubbles, which indicate a leak. 3.7.3.5. Monitor the pressure for one hour. 3.7.4. AIR TEST OF SECONDARY TANK 3.7.4,1. Attach the quick - disconnect hose assembly from the end-tank monitor fitting to the primary-tank service fitting (with a female quick - disconnect fitting in place). This will allow air to transfer to the interstitial space. (See FIGURE 3.4 and FIGURE 3.13.) 3,7.4.2, Add air as required and stabilize the air pressure in the total tank system to 5 psig. 3,7.5. EXTERNAL SOAP TEST 3,7.5.1. Soap the entire exterior of the tank Watch foractive air bubbles, which indicate a leak, Pay special attention to fitting(s) and manways. Lift the tank to check the bottom. Do not roll tit• tank. 3.7,5.2. Monitor the pressure for one hour, Do not stand under the tank. This could result In death, serious personal Injury or property damage, 3.7.5.3. When the test is completed, carefully release the air pressure from the tank by opening the air-supply valve, 3,7.5.4. When the air flow stops, remove the test manifold. 3,8. TESTING A DOUBLE -WALL MULTICOMPARTMENT TANK WITH LIQUID- FILLED INTERSTITIAL SPACE De not connect alt supply directly to the lntersUtfal-spacr monitor Offing Pressurizing the secondary tank (Interstitial rte) by Itself may damage the primary tank or cause tar* few 3.8.1, GENERAL 3,8.1.1, See FIGURE 3.10 and FIGURE 3.11, 3.8.2. PRIMARY BASE TANK (INTERNAL) 3.8.2,1. Keep the tank vertical (the reservoir on top) at all times or the liquid (brine) may drain from the reservoir. 3,8.2.2. Remove all temporary service fitting plugs, redope, and reinstall all fitting plugs except one for each compartment (needed for test manifolds) and the fitting on the reservoir. Install permanent plugs In all unused openings, Do not open the monitor fitting (If present) or monitoring fluid could be lost. 3.8.2.3. Check the liquid level In the reservoir, It should be about 1/4 full. 3.8.2.4. Visually check the interior of each compartment for liquid. Thera should not be any. 3.8.3. PRIMARY -TANK AIR TEST OF BASE TANK 3.8.3.1. Install the test manifold in the open service fitting. Connect the pressure source to the test manifold on the base tank, (See FIGURE 3 -3 and FIGURE 3.11.) 3.8.3.2. Pressurize the primary tank to 5 psig. Allow the pressure to stabilize by adding or removing air as necessary, Note: The liquid level will rise during the air test 3.8,3.3. Close the air-supply valve on the test manifold. Disconnect the air-supply line. 3.8,3.4. Soap all service fittings and manways. Watch for active air bubbles, which indicate a leak, Check the reservoir for bubbles in the monitoring fluid, (The level of the monitoring fluid will naturally rise due to the pressure in the primary tank,) 3.8.3,5. Monitor the pressure for one hour, Do not release air pressure. 3.8.4. PRIMARY -TANK AIR TEST OF END TANK(S) 3.8.4.1. Install the test manifold In the open service fitting in the end compartments. Connect the pressure source to the test manifolds, (See FIGURE 3.3 and FIGURE 3.12.) 3,8.4,2, Pressurize the primary tank of the end tank(s) to 5 psig. Allow the pressure to stabilize by adding or removing air as necessary, Note: The liquid level will rise during the air test. 3.8.4.3. Close the air-supply valve on the test manifolds. Disconnect the air•supply Ilne. 3.8.4.4. Soap all service fittings and manways. Watch for active air bubbles, which indicate a leak, Check the reservoir for bubbles in the monitor fluid, (The level of the monitor fluid will naturally rise due to the pressure in the primary tank.) 3,8.44, Monitor the pressure for one hour. 3.8.4.8. When the teat Is complete, carefully release the air pressure from all compartments by opening the air - supply valve, 3.8.4.7. When the air flow stops, remove the test manifolds. 3.8.4.8, Check the liquid level In the reservoir, It should be at approximately the same level as the pretest level, 3.8.5. SECONDARY TANK (EXTERNAL) f CAUTION Do not connect air supply dlractly b the Inta,UCi kprar manlbr Ring. Pressurizing the secondary tank (knisrst►Olal spoof) by itself may damage the primary tank or cause tank 6ilwe, 3.8.5.1. Check the exterior of the tank for monitoring fluid, (The monitoring fluid is dyed blue to distinguish between moisture and monitoring fluid.) If monitoring fluid is found, wipe the tank dry and verify that the monitoring fluid does not reappear. Lift the tank to check the bottom. Do not roll the tank. cab m • A WARNING not stand under the kink. The could muff in death, serious eraons! Injury or property damage. .8.5.2. Visually check the interior of the tank for liquid. .8,5.3. Replace the protective covers in the service fittings and le reservoir fitting. fiA(;KI 11 I MATE PIN 1. GENERAL 1.1. Xerxes tanks must be Installed using either pea gravel or ushed stone as backfill material, 1.2. Using other than approved bedding and backfill materials thout prior written authorization from Xerxes will void the tank irranty. A WARNING re of unapproved backfill material could cause kink lure and result In death, serious paaonal Injury or operty damage, 1.3. Approved backfill material must meet the following ecMcations; '.3.1. The material is washed, free•flowing, and free of ice, 3w and debris, .3.2. The material conforms to the specification of ASTM 33, par. 9,1, size numbers 6 through 8 of Table 2. .3.3. When using pea gravel, the material is to be a mix of ,nded particles, sizes between 1/8 inch and 3/4 Inch. (See WRE 4•1.) FIGURE 4.1 3.4. When using crushed stone, the material is to be a mix of '.liar particles, sizes between 1/8 inch and 1/2 inch. (See ORE 4.2.) 1 /2" 1/8' 1.1 91.10 ;drew, 6.41itift: Age' r, FIGURE 4.2 4.1.3.5. No more than 5% (by weight) of the material may pass through a #8 sieve, 4.1,3.6. It Is recommended that the materials supplier certifies that the material conforms to ASTM C•33 and any other applicable specifications. 4.1.4. For additional information, refer to the Xerxes document, 'Fiberglass Tank backfill Guidelines.' 4,1.5. If material which meets these specifications is not available, contact technical support at Xerxes Minneapolis for Information on alternate materials and the process for approval. t X(:AVA I ION I'AUUAMI II Il'; Follow OSHA regulations for tank excavadons. Collapse of excavation walls could result In death, sertous personal Injury or properly damage. 5.1. GENERAL 5.1.1, The installing contractor must take all precautions necessary to protect employees working in or near a tank excavation. These precautions should include, but are not limited to the following: 5,1.1.1. Locate and protect any utility installations near the excavation before opening the excavation. 5.1.1.2. Secure the walls of the excavation. 5.1.1.3. Prevent exposure of employees to hazardous fumes from the excavation. 5.1.1.4. Protect employees from hazards associated with water accumulation in the excavation. 5.1.1,5. Erect barricades, etc., to prevent unauthorized vehicle or pedestrian traffic. 5.1.1.6. Inspect, a minimum of once a day, the excavation and surrounding area, 5.1.2. For additional information on excavation, trenching and shoring safety practices, consult OSHA's 'Construction Industry Standards," Part 1926, Subpart P: and "Fall Protection Rules and Regulations." 5,1.3. The minimum depth of the excavation is normally determined by the presence or absence of groundwater and the presence or absence of traffic at the site. These dimensions are critical to the successful installation of a tank and are often regulated by code. 5.1.4. For additional requirements and specifications, refer to federal, state and local codes: NFPA 30, 30A and 31; API RP 1615; PEI RP100; and FIGURE 5.1 and FIGURE 5.2. 5.1,5. In all cases, the depths of cover given in 5.1.5.1. and in 5.1.5.2. are minimums. 5.1.5.1, Tanks subjected to traffic loads (H•20 loads) must have a cover depth of at least 18 inches of backflll (36 inches for 12-foot tanks) plus 6 inches of reinforced concrete or 9 Inches of asphalt. (See FIGURE 5.1.) in a wet condition, sufficient overburden andlor an appropriate anchoring system must be present to offset buoyancy of the tank. 0 4f l I• ! 1 Note: Number in brackets refers to 12-foot tanks. FIGURE 5.1 5.1.5.2. Tanks not subjected to traffic loads must have a cover depth of at least 24 inches of backflll (48 inches for 12-foot tanks), or 12 inches of backfill [36 inches for 12-foot tanks) plus 4 inches of reinforced concrete or 6 inches of asphalt. (See FIGURE5.2.) In a wet condition, sufficient overburden andlor an appropriate anchoring system must be present to offset buoyancy of the tank. 111111 11111' 24" 1 (481 II 6" 4* Asphalt Concrete No Traffic 11(111. - -111111- .1,1111 -=111111--- 111111_1(1 111 == :41111 111111 L_3. 111111 1 12" (361 1 Note: Number in brackets refers to 12-foot tanks, FIGURE 5.2 In a nonbgfc Installation, ensure that the areas above the tanks am not subjected to traffic or other types of loads, which could cause tank damage and result In death, serious personal inJury or property damage, 5.1.5.3. The maximum burial depth is 7 feet of cover over the top of the tank. Deviation from this may be permissible with prior written authorization from Xerxes, CaII your Xerxes represents• Live for a special quotation prior to tank purchase if the burial depth is to be greater than 7 feet, 5.1.5,4. Asphalt and concrete pads must extend a minimum of 12 Inches beyond the tank In all directions. 5.1.5.5. An unattached manway riser (If present) must not transmit load from the concrete slab to the tank. A minimum space of 6 Inches must exist between the bottom of the riser « and the top of the tank. 5.1.5.6. Traffic loads from the top slab must not be transmitted to an attached sump or riser, A minimum space of 3 inches must exist between the riser or sump and the slab. 5.2, TANK SPACING 5.21, GENERA!. 5.2,1.1. The following are minimum spacings and must be increased as needed to accommodate deadmen or anchor slabs. (See Section 6.) 5.2.1.2. Always provide sufficient clearance to allow the deadmen to be set outside of the tank "shadow,' (See FIGURES -3) Og FIGURE 5-3 +.2.2. STABLE IN SITU (NATIVE) SOIL CONDITIONS .2.2,1. Where shoring is not required to maintain a vertical wail •om top to bottom of the excavation, and where the soil Is table, the minimum spacing between the sidewall or endcap 1 the tank and the side of the excavation must be 18 inches ?4 Inches for 12-foot tanks). .2.2.2.11 more than one tank is to be installed In the same hole, , low for at least 18 Inches between the tanks, (See FIGURE 5.4) FiGURE 5.4 t.3. UNSTABLE IN SITU SOIL CONDITIONS CAtJT1�N rxe! recommends that the tank owner seek the advice of 'oval foundation professional engineer if the In situ soli Is r m►ely soft or lnherendy unstable (Ibr example, pea4 'cksand, muck, landfill, very soft or highly expansive y, underground stream, etc.). 5.2.3.1.11 the soil has less than 150 lbs. /sq. ft, cohesion as calculated from an unconfined compression test; or in soils having an ultimate bearing capacity of less than 3,500 Ibsisq. ft.; or where soil will not maintain a vertical wall, the excavation must allow a minimum space equal to half the diameter of the tank between the side and the endcap of the tank, and the excavation wall to enhance lateral resistance. (See FIGURE 54) 5.2,3.2. The spacing between adjacent tanks is to be at least 18 inches. (See FIGURE 5.5.) FIGURE 5.5 5,2,3.3. A reinforced concrete slab may be required under the tank as a foundation In the excavation where the bottom is unstable. 5.3. GEOTEXTILE 5,3.1. The tank owner or the owner's technical representative is responsible for determining whether a geotextile or an alternate filtering technique Is appropriate for a specific installation. Geotextile allows the passage of water, but prevents the migration and mixing of In situ soil and the select backfill material. Geotextile helps preserve the Integrity of the select backfill envelope, which surrounds and supports the tank. 5.3.2. Xerxes recommends that geotextile be used when the tank Is Installed in; • areas with frequently changing groundwater conditions or areas subject to tidal fluctuations, • unstable soils such as cited in SECTION 5.2.3, • water conditions with silty in situ soil, 5.3.3. For further information conceming geotextile specficabons and Installation procedures, consult the geotextile supplier's Installation guidelines or instructions. 5.3,4. Polyethylene film is not considered an effective geotextile material, It may tear or degrade while in service, fat ti Og J • fi AN(' lOF1 N(, T ANK • A CAUTION Xerxes recommends that all tanks be and oned k► installa- tions in *Wrah the tank could be exooeed to weer. Xerxes recommends that every site be drornrghiy evakmled liar the potential of a rive In the local water table or of trapped Wilt. Failure to anchor a honk under these aondlOons may damage the tank or surrounding property. 6.1. DEADMAN ANCHORS 6.1.1. A deadman is typically a reinforced concrete beam. 8.1.2. The length of the deadman is typically equal to the length of the tank. 6.1.3. A deadman may be fabricated in multiple sections as long as the total length is not decreased and each section contains at least two balanced anchor points. 6.1.4. The width and thickness of the deadmen depend on the tank diameter, water-table height, number of attached collar risers and burial depth. 6.1.5. Deadmen should be designed according to the American Concrete Institute (ACI) code. 6.1,6. Refer to TABLE 8.1 for typical deadmen dimensions given the situation of an empty tank with a burial depth of 3 feet, with groundwater to grade and with one attached collar riser, Tank Diameter Typical Deadman Dimensions (Width x Depth) 4' 6' x 6" 6' 12" x 12' 8' 12' x 12' 101 18" x 12" 12' 364x 8' TABLE 6.1 6.1.7. Tanks of 10 -foot diameter and a capacity of 30,000 gallons or more may require larger deadmen than those in TABLE 6.1, depending on burial depth, to offset buoyancy. Contact technical support at Xerxes Minneapolis for further information, 6.1,8. Lay the deadmen in the excavation parallel to the tank and outside of the tank "shadow,' (Ste FIGURE 5.3.) 6.1.9. In multiple tank installations with deadmen: • each tank will have its own set of deadmen (one deadman may be used between two tanks if the deadman is double in width); • a separate anchor point must be provided for each hold- down strap; • the minimum spacing between tanks must be no less than twice the width of a single deadman. 6,2. XERXES MADMAN ANCHORS 61.1. A Xerxes-supplied deadman is pre - engineered and sized to the tank ordered. As with any deadman, water-table height, number of attached collar risers and burial depth must be considered, 61.2. Placement of a Xerxes deadman is the same as a standard deadman. (See FIGURE 6.1.) 6.2,3. A Xerxes deadman is supplied with 3/4-inch-diameter, plated U•bolts, These bolts protrude up through the slots in the deadman and are held in place with cotter pins. Only use the U-bolts when lifting and positioning the deadman. A spreader bar may be required to lift longer sections of &admen. Use guy ropes to guide the anchors when lilting, Failure to do so could result In death, serious personal injury or property damage. 6,2.4. The U•bolts can be moved and positioned to match the hold-down strap locations on the tank (marked by arrowhead symbols •4. 6.2.5. When using these deadman anchors in man-out-of-hole strapping applications, align the U•bolts with the proper ribs before setting them in the hole, 8.2.6. Care should be taken to keep backflll from entering the U•bolt slot until final adjustment 1s made. 8.2.7. The deadmen are to be butted together at the tank center, on each Bide of the tank when multiple sections are used. 6.2.8. Use one U•bolt per strap end and only one strap per U•boit. 6.3. ANCHOR SLAB 6.3.1. An anchor slab Is typically a reinforced concrete base. 8.3,2. The total length of the slab must be at least the same as the length of the tank. 6.3.3. The minimum slab thickness is 8 inches. 6.3.4. The width of the slab depends on the tank diameter. The slab must extend a minimum of 18 inches (12 inches for 4•foot• diameter tanks] beyond the width of the tank, 6.3.5. Refer to TABLE 6.2 and FIGURE 6.1 for anchor-point dimensions, 6.3.6. Provide a separate anchor point for each hold-down strap. 6,3.7, All anchor points must be engineered to withstand the tank's buoyancy forces, 6.3.8. When using a concrete base slab, allow sufficient depth in the excavation for 12 inches of bedding material below the tank. (See FIGURE 6.1.) It FIGURE 6.1 Tank Diameter gIIIIIII llllil 111111E11 EI11111= 11111 1111 II sat 111111E11111. �-- E111111E, position I at TV illlil= -_111 Strap Clip i= 111111 Tank Top IIIIII 11= 111111 111111E III = 111111 21111115 i 'A' 1 ` a II)1, � T icy) Mchorin co figuration 11011= .� --' f� c .. 12 ..1111=111111 o g ammo_ .s' 'a' 11i11.= 111111 = IIII11a" oudm$n f = - 1=- 12L111111=111111 'D' •E' I Min, 11011E0101 -ii» 01111F-1111076111111- 4' iii 1110> » 01-~01111 01111E0011E111111F-1100 = 1111118111111E 6' 35" FIGURE 6.1 Tank Diameter Minimum Turnbuckle Diameter (by Type) Minimum Wire-Rope Diameter Anchoring Dimensions i 'A' 1 8 '' ; 'C' 'D' •E' I Min, 'V Max. 4' 24" i 18" : 12" 8' • 4.1/4" 27" 30' 6' 35" 23" 13" I 12' • 1" 42" 48" 8' 43" . 31' 1 15' L 15' • 1" 1 52" 58' 10' 57" 1 45' 1 15' I 18' • 8.314" 1 89" 75' 12' 58' 50' 1 23" 22' • 8.3/4" 1 87" 93' TABLE 6.2 6.4. HOLD-DOWN STRAPS 6.4.1. Only Xerxes straps may be used when anchoring a Xerxes tank 8,4.2. The locations for hold-down straps on each tank are marked on tho tank by the arrowhead symbols ■4. 8.4.3. Straps must be used on all marked hold-down locations. Do not pleae straps between ribs (except on 4•lbot• diameter tanks). Failure to properly piece straps may result In link damage. 6.4.4. Data for hold-down straps are given In TABLE 6.2 and FIGURE 6.1. 6.4.5, Evenly distribute loads by tightening all hold-down straps uniformly until they are snug over the ribs but cause no deflection of the tank. 8.4.6. Take an intermediate measurement of the tank diameter after the straps have been installed and tightened. (See SECTION 14,) .5, HARDWARE AND ANCHORING POINTS 6.5.1. Anchoring hardware must be sized according to TABLE 6.3, and manufactured to industry standards and dimensions, 13 Tank Diameter Minimum Turnbuckle Diameter (by Type) Minimum Wire-Rope Diameter Hook 1 Jaw I Eye 4' 3/4" ! 1/2" 1/2" 3/8" 6' 314" j 112" 112" 3/8' 8' 1.114" i 314" 3/4" 1/2' 10' 1.1/4" j 3/4" 3/4" 1/2" 12' 1.1/4" I 3/4" 3/4" 1/2" TABLE 6.3 8,5.2. The installing contractor is responsible for providing hardware and anchor points of sufficient size and strength, 813. The particular configuration of hardware will be determined by the contractor, the owner or the owner's representative. 6.5.4. Locate the anchor points as shown in TABLE 6.2 and FIGURE 6.1. Refer to dimension 'E." Align all anchor points with the marked arrowhead symbols 04 on the tanks, within a tolerance of *1 inch. 6,5.5. For specific information on hardware and Its use, consult the hardware manufacturer or supplier. 8.5.6. The installer is responsible for using appropriate and approved engineering practices when fastening wire rope. Refer to recommendations of wire•rope manufacturer and supplier, and follow accepted Industry standards when selecting, using, attaching or connecting wire rope. (See FIGURE 6-3, FIGURE 6-4 and FIGURE 6.5.) ! CAUTION Use only appropriately sized hardware with the skip eye. Oversized hardwire may damage the strap eye and result In personal Infuly or property damage. See FIGURE 6.2 for dimensions of strap eye. Strap Clips 3.1/4' FIGURE 6.2 6.5.7. When connecting the end of a hokId wn strap to the anchor, common methods are using a drop-forged turnbuckle or a looped wire rope, or a combination of both, as shown in FIGURE 6.3. 6.5.8. M exposed metal on the anchoring system must be coated or galvanized to protect against corrosion. 6.5.9. When fastening wire rope, use a minimum of two dips for a 3/8 -inch wire rope and three clips for a 112 -inch wire rope on each termination. See TABLE 6.3 for minimum wire -mpe diameter. C tit) It i; FIGURE 8.3 6.5,10, Tum back from thimble the exact amount of wire rope specified by the manufacturer of the dips used. 6.5.11. Apply the first clip at a distance from the dead end of the wire rope that is equal to the largest width of the dip used, (See FIGURE 64.) 8.5,12. For each clip, apply a U -bolt over the dead end of wire rope. (See FIGURE 6 4,) (Note: Live end nuts in saddle,) Live Ind 1 ■ Clip 3" Clip 2"4 Clip Thimble Deed Ind FIGURE 8.4 Loop 6.5,13. When two dips are required, apply the second clip as near the loop or thimble as possible, (See FIGURE6.4.) 6.5.14. When more than two dips are required, apply the second dip as near the loop or thimble as possible, tum nuts on second dip firmly, but do not tighten Initially. (See FIGURE 64) 8.5.15. When more than two clips are required, space additional clips equally between the first two, take up rope slack, and tighten nuts on each U•bolt evenly. 8,5,16. Tighten all hardware uniformly and follow the manufac• turer's torque specifications, Double-check the tightness once the anchoring system is complete. 6.5.17.1f forming a loop in the wire rope, a splice is required for connecting the two ends together. Standard rigging practice for splicing wire rope calls for using twice the number of clips recommended for a single -end termination. Use a minimum of four dips for a 3/8 -inch wire rope and a minimum of six dips for a 1i2•inch wire rope. Place the rope ends parallel to each other and install the dips as shown In FIGURE 6.5, 14 ale" Wire Rope 4 - Live End ---1044— Dead End—OW 4✓ Load Load —* 4—Dead End o/ 4 Live End --►f Uve End 4-- Load 112" Wire Rope ►,r Dead End---1 el Load r Dead End i Live End--10. FIGURE 6-5 8.8, MAN-OUT-OF-HOLE ANCHORING 6,6.1. The Xerxes man-out-of-hole (MOH) strapping system is designed for use in installations where water is in the excavation and/or where personnel may not enter the hole because of site restraints, An MOH strapping system can be, but need not be, used in conjunction with Xerxes deadmen. 6.8.2, When using the MOH strapping system, the placement of components Is critical. (See FIGURE 8.6.) 1=11111111 Loed Binder 11 1111111 1IIIII1 llllllll 1111111: =11 lllillIl a111111 1111V111 sire. Seep fllllll~ I — 111111✓ Tenk 1111P111111 111111L--]1111 xerxee illllll � I IIIIII` Deadrnan 1l111ei11Ul 111111:111111 �=IIIIN 1 r i►i� - �i� o 11111= J111111 1111lI( II1111111 {liI�IllllIllu {I= �(IIIIIE - =w' 1== �l�lllll~ ��1111111== iIIIIUl- 3111(IIiIIIII�IIUII�llilll� =ill {Ill FIGURE 64 6,7. ALTERNATE ANCHORING METHODS IN WET- HOLE INSTALLATIONS 6.7.1. In wet -hole installations, when Xerxes' preferred method of man - out-of -hole anchoring is not available, the methods described below may be used, 6.7.1,1. With both methods, place the hold -down strap between the wire rope and the tank so that the wire rope is never in direct contact with the tank. 6.7.1.2. The H- shaped positioning clips around the strap are designed to accommodate the wire rope on top of the strap as shown in FIGURE 6.7 and FIGURE 6.8. • it J .1,3. The following method is shown in FIGURE 6.7 :: ttach a wire rope to each end of each hold -down strap; ?cure tha termination of the wire rope; (See SECTION 6.1 1r suggested method.) ?nter each hold-down strap on each rib marked with the Towhead symbols 04 ; ace the deadmen on top of the wire ropes on each side of e tank; rarer the deadmen to the bottom of the excavation; ke the slack out of each wire rope and splice the termina- l" of the wire ropes on top of the tank. (See SECTION 6,5,) FIGURE 6•T .4, The following method is shown In FIGURE 6.8: a wire rope around the deadman at each location that cos 3onds to each rib marked with the arrowhead symbols N; ure the termination of the wire rope; (See SECTION 8,5. suggested method.) if each deadman to the bottom of the excavation using wire rope; ter each hold-down strap on each rib marked with the Aeed symbols ■t; g the live end of each wire rope up to the top of the tank ash marked rib; the slack out of each wire rope and splice the termina• of the wire ropes on top of the tank. (See SECTION 8.5.) MIME FIGURE 6-8 ;NERAL the tank has a bottom sump or fitting, take extra care tank does not rest or roll on the bottom sump or fitting installation. 15 7.1,2, During installation, provide a clear area in the backfill bedding so that the tank rests on the backfill bedding and the sump or bottom fitting is clear, 7.1.3. After setting the tank, fill and tamp the resulting void by using hand tools before continuing the backfiiling. 8 INSTALLATION A CAUTION Adequately ballast the tank (add liquid) in a wet hole a In a dry hole that may become wet (for example, from site wolf) undl the Installation Is totally completed. Failure to do this may damage the tank or suncunding property, If product Is used as ballast; aarenaee spatial an In trending. Safeguard against spanks, Ifni or product spills. Improper handling of product ooukl cause a ike or explosion, and death, serious personal Injury or property damps. WARNING Do not use air pressure to test tanks that oontaln or have contained flammable or combustible Ilqulds or viponr. The eel and air mixture could explode and cause death, serious personal Injury or property damage, Tanks should be air tested before ballasting. 8.1. GENERAL 8.1,1, Use only approved backfll material. (See SECTION 4,) 8.1.2. Do not mix approved material with sand or in situ soil. 8.1.3. Do not use In situ soil as backfill material. 8.1.4. All excavated in situ soil must be replaced with approved material. 8,2, DRY-HOLE INSTALLATION 8.2.1. Prepare a smooth level bed, 12 inches thick, of approved backfill material, 8.2.2, Place the tank or tanks onto the bed, Do not set Xerxes tanks directly onto a concrete slab, on timbers or cradles; or onto the In situ soil. 8,2,3. As the tank is being placed, slope the tank according to site specifications, (Xerxes does not require that a tank be sloped. The slope is determined by the tank owner's specifications.) 8.2.4. Sloping of tanks may affect accuracy of Xerxes calibra- tion charts, 8.2,5. If a double-wall tank is sloped, the monitor should be at the low end. 8.2.6. Use the tops of the ribs to establish longitudinal level. Establish lateral level by placing the level across the top of a fitting or a manway, 4� ti Og 8.2.7. When the tank is placed, take the first diameter reading (Deflection Reading -A" on the Installation Checklist), See SECTION 14 for instructions on taking deflection readings. 8.2.8.1f tank is to be anchored. install the anchoring hardware at this time. (See SECTION 6.) 8.2.9, Place one 12 -inch lift of approved backfill material evenly around the tank. From the edge of the hole or the top of an adjacent tank, push the backfill in place by using a nonmetal probe long enough to reach beneath the tank, Work the backfill material under the tank body and domes so the tank is fully supported -- that is, so there are no voids under the tank, (See FIGURE 8.1 and FIGURE 8.2.) Do not strike the tank with the probe or tank damage may result. emailmwelmiromoMmo FIGURE 8.1 FIGURE 8.2 8.2.10. Repeat Step 8.2.9, with a second 12-inch lift, 8.2.11. After the second lift of material has been placed and worked under the tank, bring the backfill to the top of the tank. 16 8.2.12. When the backfill is to the top of the tank, take the following steps: 8.2.12.1 Take the secondary diameter reading as an in- process check (Deflection Reading 'El" on the Installation Checklist), See SECTION 14 for instructions. 8.2.12.2. Repeat the 5 psig air test t3 psig for 12 -foot tanks) as outlined in SECTION 3, soaping all exposed areas of the tank and all fittings, and monitoring the pressure for one hour. 8,2,13, After completing the air test and measurement of tank deflection, ballast the tank until piping installation and final backfilling to grade is completed, When tilling the tank, make sure that the tank is adequately vented. The vent must be large enough to allow the displaced air to escape, (See SECTION 10,) If product Is used as ballast; exercise spedel care In handling, Safeguard against sparks, fire or product spills, Improper handling of product could cause a fire or explosion, and death, serious personal Injury or property damage. 8.3, WET -HOLE INSTALLATION 8.3,1, Follow the dry-hole installation procedure with the following modifications: 8.3,1.1, Before performing Step 8.2.1. of the dry-hole Installa- tion, pump the water from the hole and continue pumping to maintain minimum water level during tank installation, 8.3,1.2. During Step 8.2.2, of the dry-hole installation, when setting and leveling the tank, partially ballast the tank until it settles firmly on the prepared bed. The ballast level in the tank must never exceed the water level In the hole by more than 1 foot until the backfill reaches the top of the tank. (See FIGURE 8.3) 111111 111111 111111 'I 1111111 IIIIII' ill . Il II 111111. 11 I iiIIii lilli 111111 ;1111 11IIIII 111111 111111 11111 34 I 11.1111 111111 111111 111111 1111111 111111 :111111 111111- FIGURE 8-3 8,3.2, Cover depth must meet minimum depth specified In SECTION 5of this Installation Manual, 8,3.3. Completely ballast the tank once backfill is even with the top of the tank, (1§ ueb PO;'I°J``, AttAnoN TESTING ® WARNING not use air pressure to test tanks that contain or have ►(sifted flammable or combustible liquids or vapors. The I and ale mixture could explode and cause death, serous son$ injury or property damage. Tanks should be ale .'ed before ballasting. WARNING bdlrct Is used as ballad', exerdse special are in handling. ward against sparks, Are or product spills. Improper dling of product could cause a Are or explosion, and th, serous personal Injury or property damage. GENERAL i. After backfill is brought to the top of the tank, make an mediate measurement of vertical deflection according to the actions In SECTION 14. !. After the tank has been measured and vertical deflection termined to be within the limits specified by Xerxes, the must be pressure tested to ensure that no damage ;red during installation. . Follow the procedure In SECTION 3, soaping all exposed s of the tank and all fittings, and monitoring the pressure 1e hour, Carefully relieve the pressure In the tank. Remove the -disconnect assembly from dry double-wall tanks, HAI A :, I INC, (A1)I)INC) I I00II )) , WARNINO J 31 use air prvuure to hit tanks that contain or haw Ind flammable of combustible liquids or vapors, and rt perform any postinstallatIon pressure Nits, The fuel ►Ir mixture could explode and clues death, serious nal I hurt' or property damage, Tanks should be air 1 before ballasting, CAUTION ballasting the tank, make sure the tank Is property 1, The vent must be large enough to allow ere ad air b escape, Failure to properly vent the tank sues tank damage. A WARNING sue t !s used as ballasts soda special can In handing. 'lard against sparks, fire or product spills, Improper 19 of product could cause a fire or explosion, and serious personal Injury or property damage, 17 10.1. GENERAL 10.1.1. In most anchoring systems, a tank is not adequately protected against flotation until the tank is fully backfllled and the top slab is in place. Therefore, during the installation process, the tank should be ballasted completely after the backflit is even with the top of the tank and postinstailation testing has been successfully completed. 10.1.2. Only under wet-hole conditions should ballast be added before the backfill is even with the top of the tank. (See SECTION 8.) When filling the tank, make sure the tank Is property vented, The vent must be large enough to allow the displaced air to escape. p r'N(, AND VE N TIN(' 11.1. INTERNAL PIPING 11.1.1. Ait piping must conform to all applicable codes and standards. (See SECTION 1,) L A WARNING All Intomal piping must be at least 4 Inches (6 Inches for 12-foot-diameter tanks) from the tank bottom. I CAUTION All metal AtUngs and other metal components must be coated to protect against corrosion. 11,1.2, Refer to FIGURE 11.1 along with TABLE 11.1 to determine the correct dimensions for sizing internal piping. Dimension Line Singie•Wall & Double•Wall II M Dimension Una Double•Wati t Single.Wall Doub$e•Wall II Double•Wall I Ribbed Outer Wall Smooth Outer Wall Note: 1, All fitting dimensions are measured from the top of a service fitting to the inside bottom of the tank and Include gauge•plats clearance. 2. Interior diameters do not include gauge•plate clearance. FIGURE 11.1 t� th Og Interior Dimensions in FIGURE 11.1 Tank Diameter 4' 8' ' 8' 10' 12' 'A' 49.114' 73' 92" ; 121" 138.114' ' 9' 54 -112" 78" ? 98' 126' 143.114' 'C' 48' 7148" 91.3/16' ( 1194/16' 1385/8' 'D' 491f2' 723/4' . 91.1/2' 120' -- ' E' 55' 7744" 974/4' 1253/4" --- ' F' 48' 705+8' 90358' ! 1151x2' — •G' 51.1/2' 791/8' .; 925530 ! 123.1/2" I --- • H •. 56.58' 801/4' ' 100112" i 1285.,' --- ' • 48' 7148' f 91.3116' 1 119416' --- TABLE 11.1 11.2 EXTERNAL PIPING When pressure testing the external piping, the tank must be isolated from the internal piping system, the test pressures for a/rtamal piping mould cause tank failure, end result In death, Woo personal injury or property damage, Q CAUTION When extending monitoring or vapor recovery piping to the surf., make sure the at- grade lltdngs ere different from any nil fitting/ and will not accept standard fill hoses, 11.3 VENTING TANK WARNING All underground tanks/compartments must be vented to atmosphere for proper operations. Failure to vent mould result in death, serious personal injury or property damage. 11.3.1, In the double-wall and triple -wall tank, the primary tank is designed to operate at atmospheric pressure. 11.3.2, The tank's venting system must be adequately sized to ensure that atmospheric pressure is maintained at all times. Including during filling and emptying of tank, 11.3.3. Whenever installing overfill protection, such as alarms, automatic shut-off devices ( "flapper valves') or vent-restriction devices ('ball -float valves'), follow the instructions provided by the manufacturer of the overfill - protection device and consult the authority having jurisdiction to determine the level at which the overfill protection should operate. WARNING Overt protection, such as automatic shut-off devices or vont• resblitabn devices, should not be Installed N owns /otperstor wN allow pump or pressure lilting of the tank. Failure to !Ow this Tsbucblon mould cause tank flaunt, and result in dealt, serious personal injury or property damage. 18 11.4 VENTING INTERSTITIAL SPACE A, CAUTION All reservoirs must be vented for proper operations. 11.4.1. When the tank's interstitial space is filled with a liquid, the space must be vented. It is sufficient to drill a 114 -inch- diameter hole in the side or cap of the reservoir riser pipe as supplied by the installer. If the groundwater level could be high enough to enter a drilled vent hole, install a vent line from the riser pipe to above high -water level. 11.4.2. When the interstitial space is dry, it is not necessary to vent the space to atmosphere, 1? f II I iN(; ANK 12.1. GENERAL 12.1.1. Xerxes recommends only gravity filling of tanks, 12.1,2. See SECTION 18, Operating Guidelines, 1 ") HACK II.I IN() 10 GRAM 13.1. GENERAL 13,1,1. Continue to take safety measures (such as placing barricades) around the excavation site until installation is completed. 13.1.2. When the tank has been set, tested and backfliled, and all piping and venting has been completed, add the balance of the backflll material. 13,1.3. The backflll must be free of debris, Ice or snow. Any blocks or bricks used as support material during piping must be removed prior to completion of backfllling. 13.1.4, The backflll material specified in SECTION 4 must be used to completely fill excavation, 13.1.5, Be sure that the installation meets all of the require- ments of minimum cover as specified In SECTION 5. 13.1.6. When the tank has been backfilled to subgrade, take the final diameter reading (Deflection Reading '9' on the Tank Installation Checklist), 13.1.7. Complete the Tank Installation Checklist, 1 4 1 ) f 1 (:I ION MI ASURE ME N I S 14.1. GENERAL 14.1.1. One method of taking the deflection measurements is the dipstick method described below. Similar methods can be used, such as a tape measure, etc. It 3 e u Og 1.2. DIPSTICK PREPARATION ►.2,1. Drive a small- headed, nonsparking nail (for example, ass) halfway into a wooden dipstick 1 inch above its base. 1.3. FIRST DIAMETER READING (PRIOR TO BACKF1LL) 1.3,1. Place the dipstick into a service fitting. ..3.2, Measure and record the distance from the tank bottom the top of the fitting. .3,3. Pull the dipstick up until the exposed nail catches on the ;ide top of the tank. .3,4. Measure the distance from the tank top (inside) to the of the fitting. Subtract 1 inch from this measurement and ;ord the distance. 3,5. Subtract the second distance (inside tank top to top of ig) from the first (tank bottom to top of fitting) and record this .,e as Deflection Reading 'A" on the Tank Installation ecklist. 4. SECOND DIAMETER READING (AFTER BACKFILL) .$.1, Place the dipstick into a service fitting with a standpipe, 4,2, Measure and record the distance from the tank bottom 1 le top of the standpipe. 4.3. Pull the dipstick up until the nail catches on the inside of the tank. 1.4. Measure the distance from the tank top (Inside) to the of the standpipe. Subtract 1 Inch from this measurement and Jrd the distance. •.5. Subtract the second distance (Inside tank top to top ;andpipe) from the first (tank bottom to top of standpipe) record this value as Deflection Reading 1' on the Tank Illation Checklist. . CALCULATION AND COMPARISON .1. Subtract Deflection Reading "9' from Deflection ling "A'. • 2. Compare this value to the Table of Maximum Allowable 3ctlons shown on the Tank Installation Checklist. 3. Vertical deflection in excess of these values indicates a per installation and voids the tank warranty. N1( )Ni' (MiN( , SINGLE -WALL, TANK 1. Single -wall tank installations may require release ,don monitoring, which can include inventory control, natic tank gauging, vapor monitoring or groundwater :oring. 19 15.1.2, Check with federal, state and local officials for require- ments in your area. 152. DOUBLE -WALL TANK 15.2.1. A Xerxes double -wall tank has an interstitial space between the wall of the primary (internal) tank and the wall of the secondary (external) tank for the containment and detection of leaked product from the primary tank, 15.2.2, The tank, as supplied, will have a minimum of one monitor fitting that provides access into the interstitial space. 15.3. TANK WITH A DRY INTERSTITIAL SPACE 15,3,1. The monitoring system and method is the responsibility of the tank owner and /or operator. 15,3.2. A safe electronic or mechanical system should be used to detect either product or incoming water. 15,3.3. The monitoring system should detect leakage near the bottom of the tank. 15.3.4. Monitoring can be done through the monitor fitting provided. 15.3,5. If a double -wall tank is sloped, the monitor should be at the low end, 15.4. TANK WITH LIQUID- FILLED INTERSTITIAL SPACE 15.4.1, GENERAL 15.4.1.1. In a liquid -filled monitoring system, the Interstitial space is typically filled with monitoring fluid at the point of manufacture. 15.4.1.2. The system enables the owner to have continuous monitoring or to conduct a tank - tightness test, TRUCHEK', which meets the EPA criteria for tank - tightness testing. (See separate Xerxes document on TRUCHEK ',) 15.4,1.3. The level In the reservoir is set at the plant to a predetermined position, approximately 3 inches above the top of the tank. When the tank is delivered, check the monitoring -fluid level and record it on the shipping/receiving paperwork and Tank Installation Checklist. (See FIGURE 154) FIGURE 15.1 15,4.1.4, If monitoring fluid is not in the reservoir, call the UST coordinator at the Xerxes plant nearest you, 15.4,1,5. If a tank is sloped, the reservoir should be at the high end. 15.4.1.6. In a tank with the interstice filled with monitoring fluid, Xerxes recommends using a nonmetalic riser pipe In the reservoir, 15.4.11 The monitoring-fluid level may fluctuate during shipping and may not be at the 3-inch mark. Do not add monitoring fluid until after tank burial is completed and the monitoring system is set up. 15.4,1,8. The monitoring•fluid level in the reservoir will rise naturally under various conditions: • preinstallatIon alr test, • rise in groundwater level, • backfiil compaction, • product loading, • product temperature variation. 15.4.1.9. Check and record the monitoring-fluid level during the Installation process. (See Tank Installation Checklist.) 15.4.1.10. Any monitoring-fluid leaks will be detected during the preinstailation air test. (See SECTION 3.) 15.4.1,11, Do not attempt to set the finished monitoring-fluid level until backflil and ballast Is completed. 15.4.2, ELECTRONIC MONITORING 18.4.2.1. The system also provides the ability to use an electronic reservofr•fluid•Ievel monitoring system, 15.4.2.2. The monitoring•fluid reservoir sensor has two points, which sense either high or low monitoring•fluid levels, 15.4.2,3. This process includes setting the monitoring•fluld level at a level midpoint between the sensors. This Is determined by measuring the product or liquid level within the tank and then setting the monitoring-fluid level, (See SECTION 15.4.3) 15.4.2.4. The level of the monitoring fluid may fluctuate due to such things as: • groundwater fluctuation, • tank filling and emptying, • product temperature variation, 15.4.3, PROBE INSTALLATION 15.4.3.1.11 the tank contains product, stick the tank and set the monitoring•fluid level based on the product level. (See Points 15.4.3.3., 15.4.3.4. and 15.4.3.5.) 15.4.3.2. The sensor must remain in contact with the tank top at all times. Do not raise the sensor off the tank to meet the monitoring-fluid level. Add or remove monitoring fluid to change the level on the sensor. (See FIGURE 15.2.) 20 Vent Reservoir/ Standpipe Top Slab (by others) Street Box and Electrical Hookup (by others) Standpipe (by others) .=.._ Sensor Cable Reservoir Sensor Monitoring•Ftuld Level Tank Rib (cut away for sensor placement) FIGURE 15.2 15.4.3.3, If the tank is between empty and 1/4 full, set the monitoring-fluid level at about 1.1 112 inches below the midpoint of the two points. 15.4.3.4.1f the product level is between 1/4 and 1/2 full, set the monitoring•fluid to the midpoint of the two points. 15.4.3.5, 11 the product level is between 1/2 full and full, set the monitoring•fluld level to about 1.11/2 Inches above the midpoint of the two points, 15.4.4. TRUCHEK• 154.4.1. If a TRUCHEK• is required after installation, follow the procedures in separate Xerxes document on TRUCHEK'. 15,4.4,2, After this test, reset the monitoring•fluid level to a position based on the product level. its N',IAI! Wi, AI IN I) i ()II Ai? Irl'.l Ir', )1i Ir 111, GENERAL 16.1.1, The ACR is a termination point for secondary piping systems. It is designed to be monitored continuously for teaks using electronic sensors. Consult federal, state and local codes and regulations to ensure proper monitoring compliance, CAUTION Failure to Now these Instructions may cause water-seal failure, personal Injury or property damage. A CAUTION • Always war glows when handling ACR components. • Ahoy: wear eye protectian when grinding, cutting and attaching the sump un1L • Read and foOow all safety and application instructions on adhesive/sealant packaging. Valium to follow this caution may result In personal Injury or property damage. 1 • 18.1.2. When watertight systems are used, that space must be - vented to atmosphere, above the groundwater level. A WARNING .• Use air - powered tools to prevent shock, lire or • explosion from flammable liquids and vapors. • Do not pressurize the ACR assembly alter installation is completed. • The ACR system Is an enabsed space. Hazardous lines may be present, so precautions should be taken to properly vent the space. Failure to follow this warning could result In death, serious personal Injury or property damage. A CAUTION • Each adheslvo /sealant step must be allowed to set sufficiently before attempting any further assembly work or testing. • Make sure that no heavy objects are Nbwed to distort the riser top after final assembly. This includes the street box and concrete slab. No weight should b• transferred to the tank. • Maintain good drainage of water away from the aeons opening of the riser top, • Choose a swat -box sire that Mows sufficient demos around die outside of the top opening of the riser fop. • Do not drop the ACR auemblycomponents or allow the riser body to roll. • High winds could damage the ACR components. Protect Id secure ail pieces should windy conditions arise. Failure to blow rids ceuton may result In personal Injury or 16.2. REINSTALLATION 16.2.1. Visually inspect all pieces and parts for any shipping damage, If any components are missing, contact the UST coor- dinator at the Xerxes plant nearest you. (See FIGURE 16.1 or FIGURE 16.2.) FIGURE 16-1 16.2.2, If conditions may cause groundwater to rise above the ACR top, use an ACR -WT (watertight) riser top and cover. (See FIGURE 16.2.) Watertight Attached Collar Riser (ACR•WT) E Locking Ring Access Cover ACR Watertight Top Riser Attached Collar FIGURE 16.2 16.2.3. The Joint between the collar and the riser body (also the top Joint when a watertight system Is used) shall be sealed by the contractor. Use only that material supplied by Xerxes. 18.2.4. Co not attempt any repairs to damaged ACR compo- nents. If damage is detected, contact the UST coordinator at the Xerxes plant nearest you. 16.3. PREPARING THE COLLAR AND RISER BODY 16.3.1. The burial depth of the tank determines the length of the riser body. (See FIGURE 16.3,) .•1 Per Burial Requirements FIGURE 16-3 16.3.2. The riser body is available and can be ordered in 1 -foot increments starting at 36 inches. 16.3.3. Dry•Rt the entire ACR assembly and mark it for proper elevation. 21 0§ � m� 1 r A WARNING If using any equipment not powered by air to bl►n the riser, before cutting, move the riser a safe distance from the dank piping or any other source of flammable liquids or vapors to avoid spares, fire x explosion. Failure to do so could result In death, serous personal Injury or property damage. 16,3,4. Cut the riser body to length and prepare for sealing. If the riser needs to be trimmed, use a carbide-tipped blade or masonry saw, 16.3,5. Sand the areas to be joined, removing all glossy finish. Alt sanded areas should be a uniform shade of white. 16.3.6. Sand the inside surface of the riser at the matching point where the riser body meets the collar (380°), 3 inches up inside the riser body. (See FIGURE 16.4, Area A,) 16.3.7. Sand the outside surface of the.collar lip (360°). (See FIGURE 16-4, Area B.) FIGURE 164 16.3.8. Sand the outside edge of the riser top when using ACR- WT (360°). (See FIGURE 16.5, Area C.) 16.3.9. Sand the inside surface of the channel at the top of the riser body (360°). When using the ACR•WT, the riser top sets into this channel. (See FIGURE 16.5, Area D.) 22 FIGURE 16.5 16,3.10. Wipe the sanded surfaces clean with a clean, dry cloth before applying adhesive /sealants. Do not use olI•based solvents or water to clean surfaces. 18.3.11. Position the riser assembly on the collar to verify fit and elevation. 18.3.12. Remove the riser assembly and temporarily store it In a location where the sanded areas are protected from dirt, grease and other contaminants. 16.4. SEALING AND ASSEMBLY 18.4.1. Seal and assemble the riser assembly on the collar according to the instructions included in the adhesive/sealant package shipped with the riser assembly. 18.4.2. Follow the safety and precaution instructions for preparation and cure times included In the adhesive /sealant package. 0 CA ref........... • Do not bump or move the riser or perform piping attachments befoore the adhesive/sealant has yet sufficiently. • Any movement of the riser body before adhesive sets may cause seal failure. • Do not **mum test an ACR-WT as this may cause personal injury or properly damage. 16.5 HYDROSTATIC WATER TEST 16.5.1. GENERAL 16.5.1.1. Test the entire assembly with water after allowing setup time required in adhesive/sealant instructions. 16.5.1.2. Plug any piping penetrations found in the riser body. 1 52. TESTING ACR RISER BOGY 5.2.1. Fill the riser with water to a point 6 inches above the arMser'seam. 5.2.2. Mark and record the water level and check it after one Jr. If no leaks are found, remove the water and continue the -allation process. 5,3, TESTING ACR-WT RISER TOP 5.3.1. Water test the riser top after the adhesive/sealant in groove at the top of the riser has sufficiently set. 5.3.2. Plug any wall penetrations before starting this test. 5.3.3. Fill the riser system with water to a point above this 3r groove (to the top of the cover lip). ;.3.4. After one hour, inspect all Joints and penetrations for 5, .3.5.11 the system Is tight, remove the water. .4, REPAIRING LEAKS .4.1.11a leak is found in riser Joints (top or bottom), mark .pot and drain the ACR. .4.2. Dry the leak area both inside and out. 4.3, Prepare the area by sanding around the leak at least 3 as in each direction, .4,4, Apply adhesive/sealant to the sanded area. 4.5. Retest after material sufficiently sets up. 4 CAUTION h not stand on any portion of the Installed cover. This 1 result In damage that would prevent prover sealing, not hit to top lip wthen sealing the ACR•Wi' hop or =go nay occur. WATERTIGHT COVER INSTALLATION i. Inspect the gasket in the groove on the underside of the Brush away any debris and make sure the gasket is ?. Check the top lip of the opening for nicks or cracks, and as necessary. i. Set the cover on the opening and seat it in place. c. Open the damping ring and fit it around the cover and of the opening, Slowly dose the clamping ring with the lever making oth the cover edge and top lip are caught in the ping s. Lock the lever in place. 23 f A CAUTION Do not force the damping 'frig closed, or personal injury or property damage may occur. If it binds, !TOM. the cover and rfng, and by again. Note: The gasket in the watertight cover requires periodic replacement. 16.6.6. Check for gouges or cracks on the top lip using proper fiberglass, materials and procedures. If damage is detected, contact the UST coordinator at the Xerxes plant nearest you. 16.7. FINAL ACR INSTALLATION 18.7.1. The ACR must be isolated from all traffic loads, 16.7.2, The contractor must install a concrete form to allow a minimum 3•inch clearance between the concrete padlstreet•box frame and the riser top. 16.1.3. Sackflll to the top of the ACR system. 16.7.4. Backfill around the outside edge of the ACR, making sure that no backflll is on top of the ACR. (See FIGURE 184 Area A.) 16.7.5. Set a barrier on pea gravel to ensure a minimum 3•Inch clearance between the barrier /concrete slab and riser top. Typical Installation uses a plywood or equivalent barter. (See FIGURE 18.8, Area 8.) 18.7.8. Set the street box and check for clearance to allow access and space to remove the watertight cover. (See FIGURE 164, Area C.) 16.7.7. Continue with backfill, as required, to subgrade. (See FIGURE 16.6, Area D.) 3' Top of ACR System No Backlit' on Top of ACR Beckflll Street Box Barrier Typical Installation (watertight cover shown) Backflll FIGURE 16.6 f J 1 / ADDING TANKS AT F XIS TING 1 OCA TIONS 17.1. GENERAL 17.1.1. Additional Xerxes tanks may be installed at existing locations if proper foundation support exists. 17,1,2, It is the responsibility of the tank owner to choose the correct method of installation, 17,1.3, Xerxes requires that one of the following methods be used. 17,2. PREFERRED METHOD 17,2,1. The preferred method (FIGURE 171) is: • Install a new tank in a separate hole at least 3 feet from the original hole. • Follow procedures outlined in this Installation Manual. • Exercise caution in keeping unusual surface loads off existing tanks, • Maintain the natural barrier of undisturbed soil between tanks, FIGURE 17.1 17.3. ALTERNATE METHOD 17.3.1.1f the preferred method outlined above is not practical, an alternate method (FIGURE 17-2)1s: • Bury additional tanks in the same installation hole, • Empty existing tanks to less than 1/4 capacity, • Remove the surface slab. • Enlarge the excavation for the new tanks, leaving as much backfill as possible around existing tanks. • Install shoring, it necessary, to make sure that existing tanks do not move and sufficient backfill remains. • Follow procedures and requirements outlined In this Installa- tion Manual, • See SECTION 5 for excavation parameters. ■,?/1 TING GUIDE./ INf S 18.1. GENERAL 18.1.1. Owner must retain the Installation Manual and Operating Guidelines for future reference to operating guidelines. 18.1.2. In addition to these installation instructions and operating guidelines, follow all federal, state and local laws, regulations, codes and safety precautions that pertain to underground storage tanks and/or their associated systems, 18.1.3. Consult tank brochures, separate system instructions (such as oillwater separators) and separate accessory instructions, which are available upon request from the UST coordinator at the Xerxes plant nearest you. (See SECTION 20,) 18,1.4. Consult the applicable warranty for each tank for further operating guidelines and limitations, A copy of the warranty is available upon request from the UST coordinator at the Xerxes plant nearest you. (See SECTION 19.) 15,2. FILLING TANK 18,2.1. Never overfill the tank. 18,2.2. Xerxes recommends only gravity filling of tanks. WARNING Xerxes does not recommend pump or pressure filling of the tanks because an overfill or overpressurisation could occur. Overfilling the tank while under pressure could cause tank failure even If the tank vent is unrestricted. Tank failure could result In death, serious personal injury or property damage. 18.2.3. Each time the tank is filled, the owner /operator must make sure the tank Is property vented. (See SECTION 11.) 18.2.4. Owner/operator must determine whether the tank has overfill protection, such as automatic shutoff devices ("flapper valves') or vent•restriction devices ('ball•fioat valves'), which will close off the internal piping and reduce the tank's capacity, 18.2.5. Owner/operator must notify whoever fills the tank that it has overfill protection, which reduces the tank's capacity. 18,2.6. Before each tank filling, owner /operator or the delivery service must determine the tank's reduced capacity due to the overfill protection, and consult the instructions or guidelines provided by the installer and manufacturer of the overfill - protection device to determine how much additional product the tank can hold. 1 FIGURE 17.2 24 • A WARMING ownerkperabr elm pump or pressure filling of the tank, met/ operator must ensure drat the tank is not equipped wrtih *IN protection, slid; as an automatic shutoff device or beta• 'at valve, Owner/operator must notify whoever WI NI the tank at automatic shutoff equipment Is required on the delivery rck to prevent an overfill and that overfilling the tank *NW ?der pressure could cause tank Mt, even Us tank venter Ireebticrird. Failure to follow these Instructions each tine the nk Is Ned could cause an overfill, overpres udzatlton or tank lure, and could result In death, serious personal Injury or operfy damage. .3. ENTERING TANK ,3.1. Do not allow anyone to enter the tank unless it has been 'peaty emptied and vented, and unless the person entering I tank has been trained in conhned•space entry procedures 1 applicable OSHA regulations, Q WARNING super tank entry could cause fire, explosion or esphyrd` ln, and could muff In death, serous personal Injury or 'perfy dvmage. 1, GENERAL 1,1. Each product is covered by product•specitic limited Yantis., which contain operating guidelines and parameters should be reviewed as applicable, Copies of the limited unties are available upon request from the UST coordinator le plant nearest you. I I I( II 1) l I'11 Of ,t l('1'l 1 Mt NIA( MA i f Il lni 1. GENERAI. 1.1. Supplemental materials, which may apply to specific 3IIations and/or conditions, are available upon request from UST coordinator al the Xerxes plant nearest you or from 'nicsl support at Xerxes Minneapolis, as applicable. 11,1, Among those materials available from the UST 'dinator are: dhesive /Sealant instructions, berglass Tank Backfill Guidelines, asket Change•Out Instructions, awYorkCity Double •WallTanklnstallation/Testing Supplement, MNTEC Installation Instructions, .einstallatlon Testing Supplement Triple•WaII Tank, 3certJfcaUon Service, ZUCHEK' Hydrostatic Monitoring System For Xerxes DWT -Ii. .1.2. Among those materials available from technical out at Xerxes Minneapolis are: :ornate 8ackfill Supplemental Instructions, rep Burial Guidelines, )lit Backfill Supplemental instructions. 2S 21.1 GENERAL 21.1.1. After installation, tank installer must give Installation Manual to tank owner. 21.1.2. After installation, tank owner must retain Installation Manual for future reference to operating guidelines. • XERXES' Tr ..,K INSTALLATION CHECKLIor CORPORATION Fiberglass Underground Storage Tanks • Single -Wall (SWT), Double -Wail (DWT), Multicompartment (MCT) and OiUWater Separators (OWS) Complete this checklist, and keep it with copies of any written authorizations for variations and/or deviations received from Xerxes. • Date of installation Tank Size and Capacity • Tank Type SWT DWT MONITORING.FLUID DRY MCT OWS (Circle those that apply.) • Site Owner • Site Address cm STATE tit UL Number • Installing Contractor • On•Site Supervisor STREET CIC kAita rTAn 1 PRE INSTALLATION A. View Inspection: No evidence of damage (holes, cracks. gouges) in tank. (Document any damage found.) B. Monftoring•FIuId Tanks: 1, Check and record monitoring•fluki level in reservoir. 2. Check for monitoring fluid inside and outside of tank, C. Physical Test: Preinstailation airlsoap test completed in accordance with installation instnictions D. Baddlii Mated: (Indicate which type.) 1. Pea gravel or crushed stone as specified by XERXES. 2. Other (Requires specific approval by XERXES - describe,) E. Excawtion: Hole dimensions are correct per installation Instructions for appropriate conditions, F. Intim* Measurement The inside diameter of the tank has been measured and documented (Dimension' A' below), 0, Geolexdie UMW: (Indicate one.) 1, Yes 2, No H. Hole Condition: (Indicate one.) 1. Dry hole (Water is not anddpated to reach tank - area Is not subject to flooding) 2, Wet hole (Excavation may trap water - area is subject to flooding) . I. Traffic toads: (Indicate one) 1. Traffic Toads anticipated 2. No traffic loads anticipated J. Anchoring: Perfomied In accordance with installation instructions. 1, Deadmen 2, Full slab K, Flings and Otter Metal Components: Coated to protect against corrosion. 2 DURING iNS TAl l AfION A. Badfilknalerial bed is level and Is a minimum of 12 inches deep, over native soil or slab, before petting tank. B. Tank Spacing: Tanks aro spaced correctly from each other and from excavation according to instructions, C. Vital Inspection: No evidence of damage is found after setting In hole. 0. Hofd4own Stripe: Positioned and secured according to installation instructions, (Sep SECTION 64 of Installation Manual) 1 Badd*N compacted: Material has been tamped and/or compacted to fill all voids around tank, F. Tank le property ballasted during badddling: (wet•hole installation only) G. Tank(s) we burled art proper depth to canton to appropriate conditions: (wet, dry, traffic or no traffic) 3 POST INS fAl1AfION A. Pfiyakel Teat Air /soap testis completeed according to installation Instructions, B. Internal Measurement The inside diameter of the tank hes been measured and documented (Dimension 1' below). C. Monitoring•Fluld Tanks: 1, Check and record monitoring•auid level in the reservoir (inches). 2. Check for monitoring fluid Inside tank. . D. Installation Manual: Deliver Installation Manual and Operating Guidelines to owner, Verified by: Verified by: Verified by: 4 DEFLECTION MEASUREMENT S AN tanks must be measured to determine vertical deflection, Follow defect on.measurernent Instructions in the IrtwNsbcn Manual. M MN Medan measurement ie taken and recorded as a point of reference. Subsequent measurements show tank deflection and an Wampum! b the Table below. Take each measurement from the same fitting using the same procedure, END CENTER END TANK DIAMETER 4 8 8 10 12 ALLOWABLE DEFLECTION (Inches) 1/2 314 1.114 1.1/2 1.314 MEASUREMENTS internal Diameter before becidilling 'A' Internal Diameter after backfilfng DEFLECTIONS 'A' minus 'B' Verified by: 26 - IHIHOI11II1) Merle the location where deflection measurements were taken. CERXES CORPORATION TANK HANDLING DATA OMINAL NOMINAL METER CAPACITY (Fr,) (GAL.) 600 1,000 2,000 2,500 3,000 4,000 5,000 6,000 2,000 3,000 4,000 5,000 6,000 8,000 10,000 12,000 15,000 10 10,000 12,000 15,000 20,000 25,000 30,000 35,000 40,000 20,000 12 25,000 30,000 35,000 40,000 48,000 50,000 SwT DWT MONITORING FLUID SINGLE•WALL ACTUAL CAPACITY (GAL) V SINGLE•WALL SHIPPING WT. (LB,) DOUBLE•WALL ACTUAL CAPACITY (GAL) DOUBLE•WALL SHIPPING WT. (LB,) DOUBLE•WALL FILLED WITH MONITORING FLUID SHIPPING WT, (LB.) 602 500 602 800 1,000 1,009. 700 1,009 1,100 1,400 2,376 1,000 - •- - . - 2,319 1,800 2,400 2,973 1,200 2,904 2,100 2,800 4,151 1,600 3,782 2,500 3,500 5,084 1,900 4,952 3,100 4,300 5,960 2,200 5,829 3,600 4,900 2,184 900 - - .,-. 3,271 1,200 - - - 4,218 1,400 4,156 2,200 3,100 5,165 1,700 5,049 2,600 3,700 6,084 2,000 5,998 2,900 4,300 7,950 2,500 7,841 3,600 5,400 9,818 3,000 9,684 4,300 6,800 11,682 3,500 11,527 5,000 7,700 14,75 4,500 14,781 6,400 9,800 10483 3,200 10,389 4,500 6,200 12,068 3,600 111849 5,000 7,000 15048 4,500 14,976 6,100 8,600 20,065 5,700 19,703 7,700 11,000 A783 7,900 25,338 10,000 14,300 30,680 9,400 30,063 11/00 17,000 100 34,790 139:0 19,600 41,004 12,100 40,304 16,000 23,000 20,781 9,200 . - -. 251541 10$J0 -- . . _. 31,253 12,500 - . .•... 35,013 13,,900 -- --• - 39,821 1510M - - -••, 48,39 17,700 - - _. 50,293 18,300 - - - 7901 XERXES AVENUE SOUTH, MINNEAPOLIS, MINNESOTA 55431 • PHONE (612) 887 -1890 27 1 1 t XERXES CORPORATION CORPORATE OFFICE 7901 Xerxes Avenue South Minneapolis, MN 55431 Phone: (812) 887-1890 Fax: (612) 887-1870 http :Ilwww,xerxescorp,com MANUFACTURING FACILITIES Anaheim, California Phone: (714) 830.0012 Fax: (714) 632.7133 Avon, Ohio Phone: (440) 327.6051 Fax: (440) 327.7088 Hagerstown, Maryland Phone: (301) 223.6933 Fax: (301) 2234836 Lakeland, Florida Phone: (941) 665.1471 Fax: (941) 665.1695 Seguin, Texas Phone: (830) 372.0090 Fax: (830) 372.0321 Tipton, Iowa Phone: (319) 886.6172 Fax: (319) 888.2042 r‘p West Memphis, Arkansas Phone: (870) 735.5353 Fax: (870) 733.1946 01999 Xerxes Corporation. M rights reserved, Submersible Turbine pump & installation instructions. PERFORMANCE AND SELECflDN CHART 110 100 90 Z 80 %0 w O 6° Z 50 40 k 30 Ir 20 10 0 GALLONS PER MINUTE The above characteristics curves show 1/3, 3/4, and 1.112 HP pumps, each operating individually and as two units manifolded together. UTILIZING THE DISPENSER DISCHARGE CURVES FOR PUMP SELECTION 1. Locate the black dispenser output curve desired (0 to (b4) above) Figure shown indicates the number of nozzles operating simultaneously. • 2. Locate the point at which that curve Intersects the pump curves. 3. Refer to the GPM listing directly below that point. 4. Divide this GPM figure by the number of nozzles specified, to obtain approximate output per noz• zle with all nozzles operating simultaneously. *Above dispenser outputs assume a system of 125' pipe and normal number of fittings, `Curves are based upon use of a typical automatic nozzle at middle setting, on a standard capacity dis• penser, and an 8' diameter tank with a 3' burial depth. OUTSTANDING REPLACEMENT PROGRAM Red Jacket gives you the best pump /motor re• placement program in the industry, Red Jacket re• placement motors are directly interchangeable with all currently designed competitive submersi• bie pumps. It is unnecessary to carry a large stock of different replacement units. You need to stock only Red Jacket pump /motor replacement assem• 5169 7/94 es, blies. And all replacement units are entirely new —not rebuilt. What's more, stock in our field warehouses as sures a ready supply of units and you have the ad• vantage of the Industry's largest network of train• ed service personnel. Marley Pump A United Dominion Company Reprint 4/99 10M aims uMT"rw'rneeli�.�1I Ii I/ .MAIM i mummem•wow saw no REM MMRRMI mum maw lle M �N If" m ►`1glwn MAMMM•A:' MUM" rrnimulIluNM►.'Rl■l /MAAMi. MMefe7.!Me= UMW Is1MAMie rrillle �v /MMM/MMMMI/MMIMP 11111111111111111 Or 1.∎+.•M e4.-4•01111 • au W.. WO IV ir 1111111111111111ellen e• �/wMRMMMMMM /MMMIMI Mina Mau II ..0 UW MMM NNMMAWIMRaae ■gyp ■■ • ••••••• MM>•M_MMIMMI�• t/ llineW MMMMM►,MMMMw,MMMMMT/, . , , ,.MMM..L I_ l M4M M/MMMiMM►/ .MM • _I C.t:1"!N1___ N w� MME • IIMM■lPI lei MIME I Mwsf 011111 Ml �# MMI,/M MMiMI�■ ■ s i MI NAM w� ■MM111111 b 5CNAR0 NO OA OLINE ISEE INSTRUCTIONS eELOMIj Is MM a��wa SAS GM Ns is NA s WPM M \ WIMwi iiMi~ililnWiIMwM'AU I01 w '4MMOMW�iM MINI aMiw�MMaMMAwwRMMMMN M�MIw- MIM1MMMMRMMM .Rnww ..�_. 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T�•gl- I onewee v�1I'�'. loAIMMMum •w MlMR lrrrr.�A •_ -_mum __ M� R� MAMM••mengowIM.>.M rp *af irli i=nummom=saw o■ nom* -_w Mar•* MMI -Ml M om� * -._ MA r�MMM MML� la MOM _A�wpi -Muni P *•1M•iglMM�MI.t,Moan McMgl■ rf.rs •�MIrM RaMRMglM --- MME•,.. Mt rMM,M��M•1 i Mingling 1 IleggegMMelln•=M MrMrArMriM=•1 r�•IrrrrMr �w�rirs�r �M EWMMO MM�aMMMMa■ MsMMr1AMAMIMM11�rM4aMMM limmilIMMIN rrrrr� rMMMq JA1rM a�Me `�•fiMl Mini M a .I� a�M�MMS�'M M. .�'w�— ■M1 WNW WNW windowed Togftl1N) •lln�# - Ar r 1�•�1.1 MM_. MR•iaq MMIMIN r#r Alm w MA AM I ■ 41111111M11111.MMMM•1111MMMiAMMMMMM1 IM MO - _ _—MMeglIII MIMM■ MMM MMMM,•.MMMq r� wpm. ....... Ir :_ � 1IAA ► ��� Mum woAm Two N Ito, M wo , MMM� aL• IMM�i0WN ToINN) , NOsS smMA• imirsmrM► ""° ArMM * asemsi � 1 •te 2e 20 AO 60 80 70 80 90 100 110 120 130 140 150 18 GALLONS PER MINUTE The above characteristics curves show 1/3, 3/4, and 1.112 HP pumps, each operating individually and as two units manifolded together. UTILIZING THE DISPENSER DISCHARGE CURVES FOR PUMP SELECTION 1. Locate the black dispenser output curve desired (0 to (b4) above) Figure shown indicates the number of nozzles operating simultaneously. • 2. Locate the point at which that curve Intersects the pump curves. 3. Refer to the GPM listing directly below that point. 4. Divide this GPM figure by the number of nozzles specified, to obtain approximate output per noz• zle with all nozzles operating simultaneously. *Above dispenser outputs assume a system of 125' pipe and normal number of fittings, `Curves are based upon use of a typical automatic nozzle at middle setting, on a standard capacity dis• penser, and an 8' diameter tank with a 3' burial depth. OUTSTANDING REPLACEMENT PROGRAM Red Jacket gives you the best pump /motor re• placement program in the industry, Red Jacket re• placement motors are directly interchangeable with all currently designed competitive submersi• bie pumps. It is unnecessary to carry a large stock of different replacement units. You need to stock only Red Jacket pump /motor replacement assem• 5169 7/94 es, blies. And all replacement units are entirely new —not rebuilt. What's more, stock in our field warehouses as sures a ready supply of units and you have the ad• vantage of the Industry's largest network of train• ed service personnel. Marley Pump A United Dominion Company Reprint 4/99 10M aims %11 rfAml Pam LAI)O.No el Q REDJACKET (1T7 1• w l. ... 1 1 f1ln INSTALLATION, OPERATION, SERVICE & REPAIR PARTS MANUAL — FOR -- RED JACKET "Extracta" Remote Gasoline Pumps Models P33R1, P i 5Sl, P15OS1, X3P150518c X5P154S1 ATTENTION INSTALLER READ THIS IMPORTANT SAFETY INFORMATION BEFORE BEGINNING WORK The following defined terms are used throughout this manual to bring attention to the presence of' hazards of various risk levels, or to important information concerning the life of the product, 1)AN;.1 H w ni(riiri( indicates pretence of ,t hazard which will cause siren personal injury, death or substantial prop. arty damage if ignored. indicates presence of a hazard which :on cause mum personal in)ury, death or No 010.11161 prop. erty damage if ignored. • 4: AM l ION Nt) 1 IC mdicat.s presence of a hazard which will or con use minor personal injury or properly damage if ignored, ndicates ap.cinl iaetnactioos on Installations, operation, or maintenance which nit important but not related to p.nonal injury hazards. 14/1N( .1 44 NO 4 1( t Portions of this product are to be installed and operated in the highly combustible environment of a gasoline storage tank. It is essential that you carefully read and follow the warnings and instructions in this manual to protect yourself and others from serious injury, death or substantial prop- erty damage. Specifications and/or installation instructions are subject to change per manufacturer's recommendations, Q REDJACKET1 RED JACKE 1 PUMP-MOTOR REPLACEMENT POLICY Red Jacket EXTRACTA motors are of explosion -proof construction, undergo rigid quality tests during manufacture, and carry the Underwriter's Laboratories Listing. The factory service department maintains a replacement stock of pump-motor assemblies at the factory and strategic shipping points across the nation. Warranty failures should be returned to the factory in Davenport, freight pre -paid. Warranty failures will be replaced at no charge when received. (Purchased pump -motor assemblies carry the same warranty as new units.) On a few pumps. models P3391, P50C1 and P33A1 which were built in 1956, the pump -motor assembly cannot be removed. On these models the entire extractable portion of the pump must be replaced. WARNING Red Jacket 4" diameter pump /motor assemblies are interchangeable except that the lengths vary depending on the horsepower. When changing the horsepower, be sure to check the length so that proper clearance off tank bottom is maintained. UMP replacement instructions can be found in RJ publication #5161 and instruction sheet 0041 -296. Model No. HP w-r�.rw•��- P33R1 1,3 P75S1 3/4 P150S1 1.1/2 X3PI50S1 1.1/2 X5P150S1 1.1/2 ELECTRICAL SERVICE INFORMATION _ Volts Max. Load Locked Winding Resistance (Ohms) Min. Max. Amps__ _ Rotor AmEs BIk- Yellow Red - Yellow Black -Red 200 250 4.0 13 200 250 6.5 22 200 250 10.5 42 200 250 10.5 42 200 250 10.5 42 7.4.8.3 3,8.4.1 2.0.2.1 2.0.2.1 2,0.2.1 16.1.17.9 9.6.10.6 5.2.5.5 5.2.5.5 5.2.5.5 23.5.26.2 13.2.14.7 7.2.7,7 7.2.7.7 7.2.7,7 WARNING Failure to follow all instructions in proper order can cause personal Injury or death. Read all instructions before installing. All Installation work must comply with local code require- ments. If no other codes apply, the latent issue of the National Electrical Code should be followed. Installation of Red Jacket pumps should be performed only by personnel who are trained and qualified to do so. READ THIS SECTION BEFORE PROCEEDING 1. Red Jacket gasoline Mumps are UL listed and designed to pump gasoline orciesel fuels (Class !. 3rcup 0 atmosphere) only per the below listed specifications for maximum specific gravity and viscos4y: Pump Maximum Maximum M_; del Spec Gravity yi,� P33R1, P75S1, P150S1 .95 70 ssu at 660 °F X3P150S1 .85 ' 70 ssu at 60 °F X5P150S1 .86 70 ssu at 60 °F WARNING Red Jacket bears no responsibility if the installation is outside the above noted parameters. 9 ig • WARNING NOTICE X3P150S1 and x5P150S1 pumps produce pressures considerably higher than the P33R1, P75S1 and P150S1 pump models. When replacing the lower pressure models with higher pressure models, seals in the piping system (dispenser gaskets and diaphragms) should be checked and tightened, This is especially necessary if the seals have been in use for some time and have become conditioned to the tower pressures. Accessories and parts for models P33R1, P75S1, P150S1, X3P150S1 and X5P150S1 are not intended to be used in Red Jacket AG (alcohol/gas) model pump applications. 2. Units should be installed with manholes or with the packer head above grade to allow for ease in servicing. Refer to page 9. 3. Unit is cooled and lubricated by product pumped. Minimum flow required is 10% of maximum capability (1/3 HP-4 GPM. 3/4 HP-6 GPM, 1.1;2 HP -8 GPM. X3 1.1/2 HP•9GPM, X5 1.1 /2HP•9GPM). WARNING Red Jacket line leak detection systems do not function if the submersible pump runs continuously. Running a pump continuously will cause line leak detection systems to t14j function which may result in a hazard that can cause severe personal injury, death or substantial property damage, If it is necessary to run a pump for long durations, never run the pump at Tess than minimum flow rate. The units are designed to operate optimally at or above minimum flow rate, with an intermittent duty cycle, not to exceed 20 on /off cycles per hour. Should it be necessary to operate a unit continuously or when the demand is at a rate less than required per the paragraon above, for an industrial application, 1. See the WARNING above and 2. A bypass pipe srculd be installed in the piping to allow for continual product recirculation back into the storage tank. Regulation of the bypass flow back to the tank can be accomplished by correct sizing of the bypass line or use of a gate valve. 4. Red Jacket gasoline pumps are not designed to handle abrasives or foreign particles in the product being pumped. 5. Product temperature must never exceed 105'F as the submersible motors are ecuicced with thermal overload crotection. Product temperature higher than 105'F may result :n tripping of the thermal overload arctector. NOTICE Although Red Jacket pumps are designed to pump most products as high as 105'F, above ground tanks containing warm, volatile products may present unique problems. (Especially products with tow boiling points such as methanol). Normal motor operating temperatures may warm the product to a temperature above Its' boiling point. This causes the liquid to vaporize in the motor and can lead to accelerated wear and premature motor failure. 8. Pumping water will overload the motor and damage the bearings, 7, Standard type lino check valves should not be used, as the pump is equipped with a built-in check valve. Use of this type check valve will negate the pressure relief function of the pump and the etfectivness of the leak detector, WARNING Whenever two pumps are manifolded together to the tame discharge piping, check valves with expansion relief ARE required, (See page 4 for details). 8. Red Jacket gasoline pumps are designed tor Class 1 Group 0 atmosphere, 9. Red Jacket gasoline pumps are designed to run at 3450 RPM. 10. Maximum pressure applied to line when testing must not exceed 30 psi. 11, UMP LengthsANeights: Model UMP33R1 UMP75S1 UMP150S1 X3 UMP150S1 X5 UMP 15081 HP 1/3 3/4 1.1/2 1.1/2 1.1/2 Length 15. 11/16" 17. 11/16" 20-11/16" 21.39/64" 31-1/32" Weight 30 lbs. 32 lbs. 38 lbs. 32 lbs. 39-1/2 lbs. 12. Optional Trapper Intake Screen is available built on or as a field installed accessory. This option will change the length of the pump. For installation instructions, see Red Jacket installation Form #051- 256.1. A. • INSTALLING PUMP.. 4G UNIT • 1. EXTRACTA pump with manhole and optional control box. 4. Line up discharge outlet. Turn in"tightening" direction only. 2. Install pump In 4" tank opening, Use approved non•setting thread sealant. CAUTION At the factory, the riser pipe is lightly coated with the appropriate thread sealant and hand•tlghtened for shipping, rust prevention and for ease of alignment of pump manifold with the die• charge pipe at installation. When install. Ing, apply adequate, fresh, U.L. Classified sealant to all threads and tighten securely BEFORE the tank test. SYPHON SYSTEMS: Remove the pipe plug from the syphon chock valve, A syphon *hook valve Is 'mired for the syphon system to function properly. Connect 3/8" copper tubing to highest Point on sypnon loop, Minimum size for syphon pipe is 1.1/2 inches, (See photo 6.) 3, Tighten 4" riser pipe in tank. 5. Typical piping with syphon. B. WIRING DAN(,/ H ALWAYS DISCONNECT and LOCK or TAG OUT the power before start- ing to service the pump. 1. Connect electrical conduit through ap• proved fittings to junction box. 2, Remove cover from junction box. Re. move compression seal. Provision has been made for 2 wire, or 3rd wire optional ground. Pull wires from power supply through compression seal. Position and tighten seal securely, 3 3. Connect wires from power supply to wire in the junction box. Make water• proof splice. Replace cover using wa• terproof thread sealant. Install optional ground wire as shown it applicable, WIRING (cont'd) '! AMP P:Li N Ar(CUCTAIe 21sP[NStSI MNCTALL Ri AK K C...:BNf,:i�.�.v v V eNtAACTen /Coq ASSY. :a UNGACUNCWO seaew 3ACuNO w1aE wASHSA taUINAL --- -��,,. :V&A, acx NW, u:e cN triir eeia°o °A�e"i 5171 I. a .. u ZlsriNSU sWITC14ts o Suggested wir ng diagram WITHOUT optional control box. Com- bination of 2 pole dispenser switches or external pilot light. • Rated for twice the full load current of the motor :: 1/3HP•Sampps, 3 /4HP•13amps,1•1/2HP•21amps • Rated for handling looked rotor current of the motor: 1/3HP•13 amps, 3 /4HP•22empa,1•1/2HP- 12amps Use control box if relay in dispenser is rated at less than 1.1/2 HP. iggested wiring diagram WITH optional control box. , Fig. 2 Suggested diagram for wiring dual manifold system. C. DUAL MANIFOLD SYSTEMS Installing dual submersibles manifolded in the same system. ' ' This type of system is often used when greater flow rates are needed. If installed according to the illustration below (Fig. 1), manifolded systems offer back•up support in that operations could continue should one unit fail. WARNING Proper check valves. with pressure relief, must be in- stalled in the discharge line of each pump to prevent product from being pumped through the pressure relief system of the adjacent pump when it is not running. Check valves must be compatible with the product being pumped. PaassoE 2E1.IE='?PE CHECK IALiES 101 41 eNn i Nevi, 7\ Fig. 1 Dual submersible manifold installation. This diagram (Fig 2) shows the wiring allowing both submersibles to operate simultaneously with any comolnatlon of dispensers turned on. To operate Individually, the aoproprlate toggle switch, located externally on the side of the control box must be turned off manually. The check valves and 220/240 volt relay are not available from Red Jacket and should be purchased locally. 0 3 i; w D. TESTING THE INSTALLATION 1.70 TEST PIPING, Block lines at each dispenser. (Trip dispenser shear valve.) Remove line test plug for this test. 4. TO TEST TANK. Close pump check valve by turning the vent closing screw as ter down es possible. Apply tank test areasure at tank test port. Suessive pressure (above nor. mal lest pressure of 50.11 0101 may damage_ :neck valve seat. To insure riser tightness at pump, see Section A2 on page 3. CAUTION 2. Close pump check valve by turning the vent closing screw as far down as pos. Bible. CAUTION iseeaslve pressure (above nor• mal tat pressure of 504S pet) may damage check valve sleet and outer system components. 5. After completion of line and/or tank testa, release pressure by turning the vent closing screw as far up es pos. sIblo. 3. Apply line test pressure at line test port. (SO psi maximum.) 1 dM it • • 5. After the installation is completed and teats have been made, purge system of air by pumping at least 15 gallons through each dispenser. Begin with the dispenser furthest from pump and work toward the pump, E. REMOVING THE PUMPING UNIT DANGLII 1. ALWAYS DISCONNECT and LOCK or TAG OUT the power before starting to service the pump. 4, IF SYPHON SYSTEM: Disconnect syphon tubing. 2, Sackout bayonet electrical disconnect bolt. r :4. 5, Remove the two lockdown bolts. "Swrarata -m:. i'• v,,..,,.*44hAVYN✓ 4*.e,. ngv • 3, Swing electrical connector aside. 6. Lift unit. Replace unit by reversing these steps. CAUTION DO NOT damage surface shove discharge port •O' ring below leak detector port seals on this surface. REPLACING THE PUMP MOTOR ASSEMBLY aemove the four screws holding motor to the lead casting. 2. Rock unit while pulling away from dis. charge head until free. REPLACING THE CAPACITOR 'MAYS DISCONNECT and LOCK or AO OUT the power before starting to swice the pump. Remove capacitor over, NOTICE 2. Remove retaining clip. Pull quick. connectors. NON ADJUSTABLE FLNCTIONAL ELEMENT ASSEMBLY T1CI 4INaeembling, moil be (seen 101e smell pens effona element. 00011 le Spring 0ana may Fey wnen the Ile al•ws Ire NOTICI II the pump is •eulpped with an •0lustabl0 (unction.) element sea psgee IO en0 11 lore (unotionsl element UNmDIyt dlsconMcl syphon tubing (if syphon Installation), Remove 1' 1st eartws. Oitoswmee t0 antis and clean, ernes oy carefully Intoning poppet. spring and srurne, d present, into Iuncilonol element lie 7I0 in oleo until ins 110 41401114411 on lunation's element bogy, The MP screws viou a bt .0 ifAiNly to Ss . or • 3 ,rumps. Torch,' msy Feiss to It Indlbs, whian is eaitplaoe. Amer •mey. 4M0 Wale f0r lessees wnen undo pump pressure, ef>�. 3. TO REASSEMBLE: Replace gasket. align dowel pin, draw in place with cap screws. Capacitor is 440V.17.S MFD continuous duty for 1/3 & 3/4 HP models. Capacitor is 440V, 25 MFD continuous duty for all 1.1/2 HP models. 3. Remove capacitor. TO REPLACE: Reverse these steps, I. TOP WENS' OF DISCHARGE MANIFOLD or rri, t hsrll+I :rM. 141 .M •rW 41R 0 : / V Levi r N`' ..Nine s•.:•.,. Oolong Lee D.w,i Demos T11N1 Tim •• • :11Ie :Jq1 I : +nee tee ieia, Nw••a Maw LieIW, :iMeoM RECONDIENDED FLOATLNG SUCTION INSTALLATION Mlvlole: ./IMO mitts (••o Sns se arm to we, ;ewe :of 134‘erq NOTICE We simply !Captor only: not the 10peretus. floating suction au.oter Is not evello01e for the X5 MOON pump, • .Iii term MIS 4 pewee ;r Jcourg mere• •d Peel 444,11 Noo:S rumve of4 mewl ton•• /leis, • •'•• peel p IcC:■ tin :in :• 'ICIi re' 7:MC :'s:`Cot '7 •i14.II1 ''wr tea i.in'W ?y :I Ies:iewy 'a #1•4:110.;4 :Fey 1,4741 USM WC* 4. /rise kW*" ■4•IUIM p'WWI SWUM a N.eMy inn Nonni IT pr•••M h1044$1. 1.1R' moo I.Irr by r5•1 Rower Mile NOTICE I• New. Meer VW crow Ihee/ seed •n• not WNMBMw•enlleese•el wK• Ion mti pW M- joy v • tin' *IW O Io MN) ielMntiK• when proQucl I•.M as oeew ow porn. Rai JerIM pumps an sanInIt d re* ways sr* so wen en nN 041141,* to ewlp PROM VINO IM ,.vM •11 •Sle■ IM SOWN MO M IM 4:4 mai 01 K. RED JACKET 4" STANDARD PUMP PARTS IDENTIFICATION . (Refer to list on page 8) 1 g FIGURE D FLOATING SUCTION NO TICE FIGURE E The X5P150S1 is not available with the floating suction or Trapper options due to the length of the pump motor unit. _• • f,'. i •1lMtl No. r 1111•.ers121...gr L • - :- OMIPTIMIUMM Att 4214 0>?14 1 PARTS LIST 1/9 & 9/4 HP CONTROL BOX Built After 4 /1 /$i Pin No. 1 108.514.4 3 247.001.5 4 079.425.1 5 080.064.1 3 008.202.1 No. Oty. Part Description Req'd. Control Box 1 Pilot Light Assy. 1 Line Contactor Relay 1 Toggle Switch 1 Terminal Block 1 1.1/2 HP CONTROL BOX ew.030.s Built After 4/141 pen No. 1 108.514.4 3 247.001.5 4 079.425.1 5 080.062.1 6 ! 008.202.1 Pan Description Control Box Pilot Light Assy. I Line Contactor Relay I Toggle Switch I Terminal Block Qty. Req'd. 1 1 1 1 1 PARTS LIST MODELS P33R1, P75S1, P 150S 1, X3P 150S 1, X5P 150S 1 (See illustrations • Figures A-E) Figure/ Key No., 01 . 139.040.4 i82 (N /S). 017.165.5 A3 027.086.3 A4 026.20S.1 Part No. i Part Description Eyebolt Assembly Diaphragm (see Sec. H page 7) Pipe Plug 2' NPT Plated Hex Had Cap Screw (Packer to Manifold) Qty. . Req,d 1 2 I t 1 2 et V z O t r AS 188.241.5 ' Syphon Check Valve Assy 1 A6 141.062.S Functional Element Assy w /0•Rings (see Sec. H page 6) A7 027.031.1 Pion Plug 1/4' NPT 98 188.238.4 , Stainless Check Valve : 99 080.125.1 ! Spnng 98 &Z9 144.183.5 I Stainless Check Valve Kit (Ina check valve & song) 910 172.003.5 ; Functional Element 0•Ring Pkg, i 911 ' 113.0844 i 1/3 HP Capacitor Cover Assy w/ O.Ring i 113.0854 113.319.5 113.5364 113.537.5 812 072.190.1 813 113.098.5 B&C15 111.092.5 111.461.5 C16 113.105.6 A d, C17 313.002.5 018 178.033.5 A10 026.176.1 C20 108.496.5 B21 161.0024 022 264.138.5 022A qr Rao Jsc i D23 078.382.1 024 072.189.1 025 065 -xxx.3 E26 144.090.5 E26A 144.091.5 1 E27 026.355.3 E27A 026.435.1 E28 031.136.1 E29 852.004.5 : 852.005.5 852.0444 852.116.5 852.118.5 E30 136.0564 E30A 136.057.5 N/S 072.106.1 031 072.196.1 032 078.522.3 D33 072.492.1 034 144.087.5 D. 6 sec. H 066.620.1 ?• 6 sec. H , 066.796.1 0.6 sec. H 080.332.1 P. 6 sec H 076.148.3 P. 6 sec. H 072.106.1 N/S 144.192.5 3/4 HP Capacitor Cover Assy w/ 0 -Ring 1.1/2 HP Capacitor Cover Auy w/ 0•Ring X3 1.1/2 HP Capacitor Cover Any w/ 0•Aing X5 1.1/2 HP Capacitor Cover Assy w/ 0-Ring 0.Ring Capacitor Cover Assy. Capacitor Clip 8 Screw Pkg, Capacitor (1/3 & 3/4 HP models) Capacitor (all 1.1/2 HP models) Connector Snap Ring Type Connector Yoke Assy, Contractors Plug Assy, Sleet Hex Head Cao Screws Conduit Junction Box Manifold Assy. Replacement 'acker Assy. Complete Packer /Manifold Assy. Sul — Packer Discharge 0-Ring — Packer Manifold Riser Pipe (specify length) Plug & fond Assy. 13' Plug 3 Lead Assy, 17' Allen Head Cao Screw 5/161•18' Lockwasners 5/16• Discharge Head Gasket 1/3 HP Purno 8 Motor 3/4 HP Pump 3 .Motor raP sump & Motor X3 1.142 HP Pump 8 Motor X5 1.112 HP Pump & Motor Discharge Head Assy, 2' Discharge Head Assy. 0•Ring/Discharge Head Conduit Sleeve 0-Ring Conduit Sleeve Connector Yoke Snap Ring Conduit Seal Assy Kit Functional Element Threaded Plug Functional 'Element Poppet Functional Element Plug Seal Vent Closing Screw 0.Ring/Rsliet Valve Syphon RetroFit Kit (when not ordered w /pump) TABLE OF DIMENSIONS FOR PUMP SELECTION in LICOVER C • . •• • MANHOLE a COVER BY RE0 JACKET CMITH laNTAACIC A' I -+m• AIS a 9Y O.ACu A TA« , i8!4 t cM ox. NOTICE NOTICE T, • • • • . • . • • • • •• ••.. • • • . '•112, 1 l31 mml 2' Y CO TpACTOq 4 :112';t14mm) Emse LENGTH Distance between center line of pump motor and center line of bottom fill tube should be 3' minimum. Air locking of pump after product delivery may occur at distances less than this. Use this table for single wail tank applications only. 0' :elm • too wets • rem! LEAK DETECTOR INSTALLATION AND MANIFOLD DIMENSIONS ••■■■•12'x.4., Heat Jacket LUtr Detector peer :Mel :41, Camelot ••. • • ,•. • • • • • • Itleemet Comte 4' eller 1.1!':' / .11n, • 20' , 1:' 'Jeri 4 RW JaeMH 51/0111411041 124/110 M4/ Connectors Rea Imo :44, :item / �• . • ,'•• • • . • • i, •,' . • • 1 • • ' —_ • • • • • • • • n.- • • • • • .C• • a, ,., oleo Mao homers** PyT0 •o Or /Denier$ . i •.. i1•r� 4' • .•• n• r , 42 ��. j ' i3' !_� 7! 6'!� !' ' N. �Ti' ,oil.• ��3..s i9 • ;. 1:6 11' ; _ • .:i. • •+ '•TO •ir'QSI• • ' • 1 • 1 ■ t r • .�_i. +4.'— ir' . • • A 1 • • j+• '.:' 0.•••a 3 iaw4' • 4 4 1 4 6 4 4 + 4 't' R'se• -tn i * i ! '• .n'2 u4•+;1•• •.r. •. • • •• •••. n• .., •.• • ' • • .• •.' • • '0' p{ir•'a 1 COver i + + .1 4 4 + 1 i i 4 4 4 4 1 •8•s. ^sr '3 .5 •5 t5 15 t •. .3 .. .5 .! .5 45 15 13 Ole 611111". •,v •' •.• Y 4 1`.•. . - ■:ni . "• •• '.• • '• . • 0' p�*o so Cava► 4 + 0 + 1 j 4 1 4 1 1 4 + 4 6 + R,, /919 n n 2' 19 1 1 19 1 19 • -, 19 • •011111.4e9,11 •• 1 . 7 0 1 1 A1 ';',.1 SCC 'Cr puma 30 Cover i 4 1 4 4 0 f . 1 • A, In n 5 27 7 • 27 5 ' r*' 4 + 4 27 27 27 •' .: um0lenytr .609 ` 3? :1 3731 0007 1 41' '0• Pomo t0 Caver 4 4 0 • 4 . 1.' F_1144, L4,19111 33 33 31 33 31 4'i• .c' R,u110 lenym 3731 3707 0709 0901 0009 54' '0' Ptrm0'0 CPO/ 3 4 4 • 4 • 4 •E• R■er •tvItts 37 39 39 • 39 • 39 0$07 , 1001 iC 'CO9 4 : 6 4 1 33 f 31 33 31 1001 1001 1101 . 1101 4 ; 4 6 1 39 ! 39 37 35 'v 9 4 2? 11 Y• , •1 4 4 4 i ;' 2? • 27 25 153: ''31 •tC7 1201 1301 1369 5 5 4 a 0 4 32 3' 33 33 31 ',.7 •'•9 '231 12:9 1309 5 4 4 4 ! 4 3 30 39 31 39 1 39 37 33 40' MEM wAHNING A variety of tank types with various materials of construction are currently in use, The inside diameter, (1.0.) which is critical to determining correct pump length, can differ appreciably though outside diameters may be similar, Red Jacket Pumps are built to order to accommodate individual tank and bury depth require- ments. Accurate tank and site measurements are critical to achieve the proper pump length and avoid damage to the pump or tank which can result in substantial property damage, personal injury or death. Petro Express Bulletin, RJ 2345 (10/90) explains the information required for proper pump sung. -INSTALLING THE ADJUSTABLE FUNCTIONAL ELEMENT • These instructions cover the installation and adjustment of the following models of adjustable functional elements: 323 -001.5 Standard ' red) Functional Element 323.002.5 AG •orange Functional Element A: Disable the Pump • f7ANG{ {� 1. ALWAYS DISCONNECT and LOCK or TAG OUT the power before begining to service the pump, Then bleed off any residual pressure from system. 3. Swing electrical connector aside. B: Replace the Functional Element 1. Remove pressure from the :isle. 2. Remove the old functional element assembly by first disconnecting the syphon tubing cif syphon is installed). 3. Remove the two 3 /S" cap screws. 4, Carefully lift the functional element and remove it from the packer. 5. The old check valve and spring will be resting on top of the packer. 6, Carefully set the new functional element and the Wee new functional element o.rings into place then replace the two 3/8" cap screws. 7. If no syphon is used, make sure the vacuum port on the functional element is plugged with a 3/8" NPT plug. 323.003.5 EPR gold! Functional Element 323.004.5 Viton blue Functional Element To replace the functional element, perform the following steps: 2. IJackout bayonet electrical disconnect bolt. 4, Remove the two Iookdown bolts, IF SYPHON SYSTEM: Disconnect syphon tubing. . Functional Element (top view) VACUUM PORT 3/8' CAP SCREW FIGURE 1 3/8' CAP SCREW C: Adjusting the Functional Element Relief Pressure WARNING Before beginning any service work. al. ways disconnect and lock out power to the submersible pump. Thy functional element Joncatned in :his package Is an adjust. able model. New red functional ,dements are factory set at relief pressures of U :o !d psi but can be adjusted to a maximum of 30 psi by :urning down the adjusting screw. Or ny.w orange. gold and blue functional elements are factory sec at relief pressures of 1::o 13.3 psi but can he adjusted to a maximum of 30 psi by turning down :h* adjusting screw. This adjustment feature allows the use of the Red Jacket pump with electronic line leak detection systems that require higher relief pressures and enhances performance of the PPM 4000 where Held conditions have necessitated minor adjustments to the relief pressure. To adjust the relief pressure: 1. Remove the cap by unthreading it. :. Turn down the adjustment screw. Tightening the screw clockwise will increase the pressure. When the adjusting screw is fully down. the relief pressure Is approximately 30 psi. Positions in between fully up and Belly down will result in relief pressures between 3 . & 30 psi. 3. Replace cap by turning it until it touches the func• tional element body. Hand tightening is sufficient as the o•ring completes the seal when it is trapped between the body and cap. There are two methods to verify the relief pressure setting: a. The pressure reading can be taken from the control unit of an electronic line leak detection system if one is in operation. Observe the pressure that occurs after the pump turns off— this is the adjusted relief pressure. Adjusting screw Cap 1(L 4 111~11 r FIGURE 2 b, Pressure may be observed using a gauge at. tached at :he impact valve or the line test port at the pump. Observe the pressure that occurs after the pump :erns off—this is the adjusted relief pressure. WAfINING NOTICE When the adjustable functional element Is Installed. the pump/motor unit must operate at a minimum of 5 psi greater than the relief fseatingl pressure that the functional element has been set to An Improper pressure setting may cause me. chanical damage and will void warranty. If a syphon system Is being utilized. It Is especially Important to follow the 5 psi rule, that Is, the pump roust create 5 psi more than what the relief pressure has been set to. For example; if a relief pressure of 25 psi Is desired, the pump In use roust be capable of producing 30 psi minimum. Fur reference! RED JACKET PUMP OPERATL`G PRESSURES 113 HP 3/4 HP 1.1/3 HP X3 1.1/3 try X5 1.1/3 HP GAS w n7 w n$ 44 44 31 34 36 50 50 Underground piping system, installation instructions, bulkhead fittings & transition sumps. L?)•e.":`, du* -0 w;) e • ' i j._ e,••4 f 5 PISCES® TRANSITION SUMP SPECIFICATIONS ICES Fiberglass Reinforced Plastic (FRP) Transition Sump with FRP Top - Model #: PSTF4630 1 -- --(,nZ m)---.I 1:12" ()0crr1) FRP Height Extender for Deep Bury App cations: PM DSFE•4612 `CES Polyethylene Transition Sump with FRP Top - Model #: PST4630 A. SAM) a Lot) glow grads w$ h vertical pipe entry PET-4630 shorn Instead PAM • • . • • ,• ■ • • • • • • • • , , .- -_-__ mom:a•�r y • • • ,• •• • 1..5...�_s, • • CES One•Plece Polyethylene Transition Sump - Model #: PST•5030 • PS113030 shorn installed below grads with vertical pips entry E: 3r (97an) Square Base Model for Line Connections: PM PS1.•3830 PISCES' bI► O NSW; Inc. • Canconvos PO. Dou �4050G3 9393 Princeton-Gland/4 At Ciryarxw, Ohio 45240.5003 Tit (800) 422.2525 Fax (600) 421.3297 • •• • ..;. • Dore Corpo orVI dustnal °Makin (Canada) United P.O. Oat 5010 111 McNab AN. Strallvo Ontario N7G 3J3 TM. (519) 2456100 ..•.•,...• • • •• •. OPW Fusing C 6 110 AC n" wananburq�.V. The Nrtlralmds TM. (31) 20497.5442 Fax (31) 20497.6081 tJ 8, P.*a• Numbee 5,553,971 5.567,083 5,590,981 Oar Patties Pending • PISCES by OPW, Inc. Quick Reference Manual Installation Guide • ( ;Ij;i( )ME El SE RVICI I)E PAR (ME N1 1 ()1 I I Ial 1 O1OM 1.',' '' OIl 1 A x I'1(I(1) 1,' I Iiii iii.iIi ii.il I •I I' ))t ;I) Table of Contents: Typical Piping Layouts 1 Trench and Backflll Requirements 2 Tank Sump Installation 34 Dispenser Sump Installation 54 Conical SeRI Entry Fitting Installation • Bolted Flex- Flange Entry Fitting Installation 10 Coupling Machine Operation 11 Connecting Primary Pipe Sections 12 Primary Line Testing 13 Secondary Line Testing 14 IMPORTANT; Tbb document is intended as a quick reference guide only. Pkase follow all installation instructions compktely and carefully, and read all warnings. Failure to do so may cause product failure, or result in environmental contamination due to liquid leakage into the soli, creating hazardous spill conditions. WARNING - DANGER; Using electrically- operated equipment neer gasoline or gasoline vapors may result in lln or explosion, causing personal injury and property damage. Be sure that the working area is free from such hazards, and always use ro ' er precautions. ig PISCES by CO P VII/ Typical Piping Layouts 90M1 • All connections must be contained in a sump. • Minimum bend radius requirements: * Retractable Systems - 36" * Direct Bury Systems - 24" • Maintain 1/8" per foot slope back to tank. • Maintain separation between pipes at crossovers. Page 1 alrammall • • PISCES by O P w 'Ino. Trench and Backfill Requirements Approved Backfill Material: • Pea Gravel (1/8 " -3/4" dia.) • Crushed Stone (1/8 " -1/2 ") Concrete . Unpaved A . . .• . ,; . .• ,.. ; • • , • • . • , . • 11 . '' .T • ... '. 18 • !• . . . i • • • • Lion r r ��r` '' • 6" all .. 411 _...AMMO •,. '. •. •,. ,; ,. ,• 611 •',, """": Approved Backfill Material • r .1uraW/N. 1Ni1W110 iN11• / • Nr 11111 r 1041101"Mk011141111MOUNIMMONS AMMO.. Asphalt Page 2 PISCES by a P w .ono. • Nub Cr:3) CIA Lock # Washers -s— �- —"- - ; -- ---wash.r. ALL , . su ■N i--- *4".***"ft.Go.k.l AIIMININIONMOM Tank Sump Installation 90M1 11_11••..... 11•11..4, 11_11_ • Leave 1/2" lip when cutting off ribs for height adjustment. • Secure cover seal with SL -1.100 sealant. • Make sure sump is supported adequately with backfill at all times. • Mount the sump to the tank with mounting flange or manway mount kit. • Two mounting flanges provide added integrity in extreme high water table areas. Note: Remove studded cover ring when working in sump. Page 3 ig • • :1P— PISCES by co P ley .Mo. • Tank Sump Piping Connections 4, •• 0111■.••.. Retractable System 01_01.•.. PFA or PFY Direct Bury System .••0111• ■•••• PFA or PFY Page 4 !al ig PISCES by CP Pw .ono. ! Dispenser Sump Installation vidoiraraiarro • Sump frame must be flush with island finish grade. • Install dispenser anchor bolts only after piping connections are made (Make sure bolts are in holes that match dispenser footprint). • Rain lip protrudes into dispenser frame except on flush mount models (Do not cut off). • , Locate entry fittings to maintain proper slope back to the tank. • Secure all piping and stabilizer bars / shear valves prior to back filling. Island Finished Grade Rain Lip %4:$ wrrrNrr Anchor Bolts Page 5 • PISCES by Clo IP VW 4In . • Stabilizer Bar Kit Installation //::17 IL. 1:1 lammer 90001 • Use only boss mounted shear valves. • Make sure spring loaded clamp nuts remain rotated in the proper position in side struts. • Shear valve groove must be flush with island grade. • After final positioning, make sure all hardware (nuts, bolts, washers, lock washers, Allen screws, clamp nuts) is installed correctly and tightened securely. • Backfill only after all stabilizer bars are installed and piping connections are made. Page 6 • PISCES by daW ,Mo. ! End Sump Piping Connections TLT -36 Retractable System TGA -1S PFL Direct Bury System ■ TB- 315/320 LEN Page 8 PISCES by O P w ,Ino. • Conical Seal Entry Fitting Installation • Use correct size hole saw. • Use only hole saws that are sharp and in good condition. • Smooth any rough edges. • Insert seal into hole with the flat face to the inside. • Lubricate the I.D. of the seal and the O.D. of the cone with soap solution to reduce friction. • Install foam backfill shield before inserting pipe. • Tighten nut to 16 ft. lbs. minimum torque. IsnffirimomINI Flat Face of Seal n lirroadonr Lubricate Seal 1.D. With Soap Solution Foam Insert Washer Nut Cone ./ Seal Wrench WNW Mt Lubricate Coro With Soap Solution Page 9 PISCES Bolted Flex -Flange Entry Fitting Installation • Use template BFT -300 to drill out bolt pattern. • Use correct size hole saw. • Use only hole saws that are sharp and in good condition. • Smooth any rough edges. • Make sure the Hp on the ring is installed facing away from the sump wall. • Tighten nuts to 60 in. lbs. Maximum. Do not over - tighten. • Install foam backfill shield before inserting pipe. Page 10 ._0111•■ _01_01_ __0101 Imam tame Foam Insert Lip Away From Wail Tighten to "60 In. -Lbs. Maximum r PISCES by 4C)Pw .ono.• Coupling Machine Operation L • Use only PISCES couplings and swaging equipment. • Coaxial jacket must be removed from pipe section ends before attaching couplings (Use JS- 150 /200 jacket stripping tools) • Install gasket only after fitting is attached. Keep gasket and fitting sealing faces free from dirt and debris at all times. Inspect for damage before connecting. • Lubricate fitting and mandrel liberally with molybdenum grease before swaging. • Leave gap between collar and snap ring, and between collar and coaxial jacket. Pipe Collar CoaxW Jacket Snap Ring � . -7.., iiirMNr NN N r ___411110111•1_10111 MN �k— fl Leave Gaps Page 11 PISCES by O P VW ,Ino. • Connecting Primary Pipe Sections Riser PFT Riser PFL • limosomme • Use only PISCES primary fittings. Install appropriate test boots before making any connections. • Make sure gasket and sealing faces are free of debris and damage. • Do not over - tighten couplings. Fittings have straight threads not NPT tapered threads. Hand tighten until gasket seats, then rotate 1/4 turn using coupling wrench CW- 150 or 200 (Tighten to 60 ft. lbs. max.). • Do not use pipe dope on PISCES couplings. • Lubricate entry fitting I.D. with soap solution on direct bury systems before inserting pipe. • Pipe entry angle into the sump should not exceed 15 degrees. Page 12 • PISCES by O P W dne, • Primary Line Testing .•r ■rr • Isolate the tank by closing supply valve or by capping pipe end. • Release poppet and plug all emergency valves. • Carefully charge lines gradually through emergency valve test port. • Leave lines pressurized throughout remaining construction to detect leaks (refer to local codes for specific testing requirements). Plug Emergency Valves Prenurize to 60 prig max. Cap Pipe End or Clore Pump Ball Valve ft./ «11..00 .r • • PISCES CO P w Joe. Secondary Line Testing 001 .110.1.011N.. 1010..... ..ammo,.. • Install test jumpers (TJ) and test line termination tubes (TLT) on test boots. • Leave one end of each test line capped, and attach a test gauge assembly (TGA -15) to the other end. • Carefully charge test lines gradually through valve on test gauge assembly. • Leave secondary lines pressurized throughout remaining construction to detect leaks (refer to local codes for specific testing requirements). ft TOA4 TLT-34 (Capp) TLT-36 TJ-300 (M1,schbk SyrtaN) TJ -300 (Uinct 'Ivry System) Page 14 at .. . PISCES' by CO PAN Inc. • Notice: PISCES products should be used in compliance with applicable federal, state, and loaf laws and reguladons. Product selection should be based on physical specifications and limitations and compatibility with the environment and material to be handled. OPW makes no warranty of fitness for a particular use. All illustrations and specifications in this literature are based on the latest production information available at the time of publication. Prices, materials, and specification are subject to change at any time, and models may be discontinued at any time, in either case, without notice or obligation, Product Warranty PISCES by OPW, Inc. products are tree from defects in materials and workmanship for a period of one year from the date of shipment by OPW. Any product that may prove defective within that one year period will, at OPWs option, be promptly repaired or replaced or credit given for future orders. This warranty shall not apply to any product that has been altered In any way, which has been repaired by any party other than a service representative authorized by OPW as agent for PISCES by OPW, Inc., or when failure is due to misuse or conditions of use. Neither PISCES by OPW Inc. or OPW shall have any liability for special or consequential damages to any party, and shall have no liability for labor costs, freight costs or any other cost or charges in excess of the amount of the invoice for the products. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, AND SPECIFICALLY THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. OPW A OOYtm iuou MG/s COMPANY P.O, Box 405003•Clncinn•ti, Ohio 45240.5003 (513)970.3210 • (900)422.2525 (Orders Only) (513)9704100 (other Calls) Marketing Agent for PISCES by OPW, Inc. U.S. Patent Numbers: 5,553,971; 5,567,083; 5,590,981; 5,098,221; Other patents pending. Copyright August, 1997- OPW Fueling Components Inc., Cincinnati, OH Printed In U.S.A. PISCESQRM 1/98 • 1 PISCES broaw • Installation Instructions Coupling Machines (CM) Primary Pipe Couplings (PFC) IMPORTANT: Pkaue read all warnings and follow the installation instructions completely and carefully. Failure to do so may cause product failure, or result in environmental contamination due to liquid leakage into the soil, creating hazardous spW conditions. WARNING - DANGER: Using ekct:rkaUy- Wperated equipment near gasoline or gasoline vapors may result in Are or explosion, eausing personal injury and property damage. 11e sure :hat the working area is free from such hazards, sod alms s use ro r recautions. A PISCES Coupling Machine is required to attach ?rimary Pipe Couplings to PISCES Primary Pipe. 'ISCES Coupling Machines aro available in manually, :loctrically, battery, and pneumatically operated nodal'. Consult your local PISCES Distributor for he availability for rental or puroheso of PISCES :oupling Machines. Important: Use only PISCES coupling equipment, 'ISCES couplings. and PISCES fittings for PISCES ?(ping Systems. i Nount the proper sizo guido block on tho cylinder ulsombly. Insert tho draw bar through the back of the swage block assembly. 21.p111(SamFl ;urn2) osier the coupling body, pipe barb feet, through tho 'ate of coupling nut. Snug the snap ring up against he shoulder on tho coupling body. Do not install the :ouplog nut gasket at this time. itep.lb1(Sc+s Eljum ,l Nouns the coupling assembly face first onto the guide :lock, and lubricate the inside of the coupling body vitb molybdenum leas. (Do not use WD40 or sydraullo fluid). Screw the mandrel onto the draw :are small end first, until it is snug against the neck of be coupling body. Lubricate the outside of the naadrol with molybdenum grease. (Do not use WD40 'r hydraulic fluid) Nigro 1 Ppre2 P1gure 3 crt the primary pipe end into the coupling collar. portant: The coaxial jacket must be stripped from ends of primary pipe lengths before attaching the iplings using a PISCES Jacket Stripper Toot. :fer to Jacket Stripper Instructions for JS- 150/200) p * (fee Figure _5 /5E) le pipe and collar assembly over mandrel until pipe collar end almost touch the snap ring on the piing body. portant: Make sure pipe and coupling collar are shored correctly so pipe nut can swivel and a small Is present between the end of the coaxial jacket the coupling collar. inept the hydraulic hose; make sure the vent pen on the hydraulic fluid reservoir, work d pump or push the start button on electric . pneumatic models. Continue until the .drel has been drawn through the coupling the pipe/coupling assembly pops free. Alfi at coupling gasket into coupling aut. Figure 4 Figure SA Pipe Cellar Coastal Jaekst gasp Ring Figure 58 Ice: PISCES products should be used in compliance with applicable federal, state, and local laws and regulations. Product ellen should be based on physical specifications and limitations and compatibility with the environment and materW to be lied. OPW makes no wamrnty of fitness for a particular use. All illustrations and specifications in this UIaature are :d on the latest production information available at the time of publication. Prices, materials, and speculation are subject hue at any time, and models may be discontinued at any time, in either case, without notice or obligation. Product Warranty 'ISCES by OPW, Inc. products are tree from defects in materials and workmanship for a period of one year from the date *matt by OPW. Any product that may prove defective within that one year period will, at OPW's opdoa, be promptly tired or replaced or credit given for Altura order. This warmly shall not apply to any product that hu bean altered in any which has bun repaired by any Pay other than a service representative authorized by OPW as agent for PISCES by V, Inc., or when failure is due to misuse or condition of use. Neither PISCES by OPW Ina. or OPW shall have any silty for special or consequential damages to any party, and shall have no liability for labor costs, freight costs or my other or chaps in exceu of the amount of the invoice for the products. fFaS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, AND SPECIFICALLY THE RRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO ,RRANIIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. OPW 4I ONO 1111WISSEll 1111111412. P.O. Gov 4010e0•Ghoinh.l. Ohio 4524041003 ($13)a70Z1s•(aroo148114saa (Orden a+N) (113)1704100 (ONn Gob) Marketing Agent for PISCES by OPW, Inc. U.S. Patent Numbers: 3,553,971; 5,367,083; 5,590,981; 5,098,221; Other patents parading. Copyright July, 1997 . OPW Fueling Components Inc., Cincinnati, OH Printed in U.S.A. pin H13298M -12J97 PISCES' ENTRY FITTINGS AND ACCESSORIES SPECIFICATIONS CES Conical Seal Entry Fittings erlalss Acetyl Acetal 1NiMIIs : Nitrite ps: All Stainless Steel Product Number Application A 8 In, mm. In. mm, C In, CS4100 3' PISCES Aeaso/Cont PI 3416' 90 8.314" 171 24/4' to 3.5/8" mm. 7010 121 CS400 2" PISCES Jacketed CoaxlaI PI CS•200F CS.150 CS•100 Cs-015 2' FRP 1.1/2' P ISCES Jacketed Coaxial 1' RI Conduit 314' Rigid Conduit 2.518' 17 24/8' 10 2' 51 8414' 171 244' to 3.W 543/4' 141 2414' to 3.9118' 5414' 141 24/4'10 39118' 70b93: 701010 101090 :E S Bolted FI eFlang e Entry y Fittings erlaist 1: Steel, Zlnc Plated t: Stainless Steel IIIF400 : Nitrite Steel, Zino Plated DE All Stainless Steel 1.5116' 33 4.112' 114' 2314' to3.9/16' 1.1116' 27 4.112' 114 24/4610 3.818' 701090 701090' 1- 0 -+.. Celtics! Seal - - Product Number Application 3' PISCES AeauNCont PI 8F400 2' PISCES Jacketed Coantal PI A 8 C In. mm. n. mm. In. mm. 34/18' 10 8.3/4' 171 1.314' 44 2.518' 81 54/18' 141 1.314' 44 2.318' 10 5418" 141 1.314' 44 2' 615 418 ' 141144' 1.5118' 33 4.112' 114 1.3/4' 44 1.1/18' 21 4.1/2' 114 1.314' 44 8F•200 8F•150 F•100 2' FRP P 1.112' PI E : Jacketed Can I PI l'R 4' R o Conduit e .015 DES DIspen n Fittin $ ccessories Trials: : Steel, Zino Plated Stainless Steel Nitrite Steel, Zino Pla s: AII Stain 1 r • FIJ•3035 lolled Flen•Flange Ite, 41 www A 4 • 1►! PEF'3520R PEF•3515R < e PEF•3515X A In. mm. 8 In, mm. C In. mm. 2.3/8' to 3.114' M 1010 241to3.1 ' Ole SS 3426 to ' Mb 31 30• '17711 712' _ 422r� 7A'M 1+11 111' Alta Insert, 2' FRP PI 2.311 1.0 2' Su Connector 2.112' No kteat,1.1/2' Flex Connecta (2' Hex) PISCES byOPW,lnc.♦ '1SCFS • OPW, Inc., OPW Fueling t 3.112' M 3.112' 2'( -x) 511Hsx 3.1/2' N; OPW Foging Components P.O. Box 405003 9393 Prvialon4Giendale Rd. Cin vise. Ohio 45240.5003 T. (800) 422.2525 Fax (800) 421.3297 Ind. TN. (513) 870.3315 Dover CorpomtionAndustrial Division (Canada) Limited PO. Box 5010 111 *Nab Ave. Strathroy, Ontario N7G 3J3 TN. (519) 245.6100 Fax (519) 2454078 0 In. mm. OPW Falling Components Europe Dover Intemationel 8.V. 1160 AC Zwmenburg The Neeedands Tel (31) 204974442 Fax (31) 20497 IL$ Potent Numb. 5.098,221 5,553,971 5.567,083 5.590,981 Other Patents Pending 1 a O 1 PISCES by C.) P W, Inc, • $ump Entry itting Specifications Sump Entry Fittings shall provide a liquid tight seal around pipe and conduit entries through containment sump walls. 1.) Installation of Entry Fittings shall require a single hole to be drilled in the containment sump wall. 2.) The primary sealing surface between the entry fitting and the sump wall shall be the internal diameter of the hole in the sump wall with a secondary sealing surface being the inside wall of the sump. 3.) Compression of the seal shall be accomplished by mechanically drawing a conical shaped surface through the hole in the sump wall. 4.) The entry fitting shall be attached to the sump wall by means of a single threaded connection. The threaded connection shall incorporate molded acme threads with a blunt starter to ensure proper engagement and to prevent cross threading. The threads shall allow the nut to spun freely without excess friction. 5.) The entry fitting shall be repairable or replaceable from inside the sump after backfilling without excavation. 6.) Manufacturer: PISCES by OPW, Inc. • EFSPEC 7/9$ ■ PISCES by d.b,N ... • IMPORTANT: Please read all warnings and follow the installation instructions completely and carefully. Failure to do so may cause product failure, or result in environmental contamination due to liquid leakage into the soil, creating hazardous spW conditions. WARNING - DANGER: Using electrically- operated equipment near gasoline or gasoline vapors may resuk in fire or explosion, causing personal Injury and property damage. Ile sure that the working area is free from such boards, and always use proper preeautIono. Y Conkal Seal Entry Fittings Conkal Seal Entry Fittings are designed to seal pipe and conduit entries through contoinmont sump walls. Sloe Y! (Res Figure 1) Locate the center of the pipe entry point in the flat wall section of tho sump and drW out the fitting entry opening with the appropriato sizo polo saw. Clam any rough edges with a razor knife, Hakim ConicallSsallatgaiities HS-375 (3.3/4 ") CS -075, CS- 100 HS -300 (5") CS- 150, CS -200F HS-600 (6 ") CS-200, CS-300 • IMPORTANT: The correct hole saw size must always be used for proper installation of Conical Seal Entry Fittings. WARNING: Only use holes saws that arc sharp and is good condition. Use caution when using bolo saws to prevent injury if saw catches unoxpoctodly and rotates drill. Slapillac Fipun2) Work the fitting seal into the hole in the sump wall. Thallailactilda-oLlktualituuthusAlminalda '1 .I aymp.nod.tha.baxaled rr,gide or s>ra iaat Installation Instructions Conical Seal (CS) Entry Fittings Step :M3 (See Figure) Install the boot onto the lifting body and secure with the appropriate hose clamp. Install the other hose clamp loosely around the other end of the boot. Figure 1 Figure 2 Figure 3 ST (Cee Figui 4) tLbrI le ea t_D_ id Cnni O.D ,vlth 1nnp soLdina.. From the outside of the sump, insert the conical body and boot assembly, boot first into the hok. From the inside of the sump, install the white thrust washer over the threads. Install the nut onto the fitting body with the flat face against the washer. Slap NS (Sea Figure 5/6) Use the appropriate conical seal fitting wrench to tighten securely (ZO R. lbs. atpxlmum), husrt foam hielkfilLthkkiintosanchefortimarting.pips. WARNING: Keep fiberglass cleaning solvent away from the entry fittings to prevent seal damage, Alm Wart Winds, / Naf ..Cos• Sul Wraith — — Figure S Figure 4 Figure 6 Notices PISCES products should be used in compllanco with applicable federal, state, and local lawn and rogulatlons. Product selection should bo bawd on physical specifications and limitations and compatibility with tho environment and material to bo handlwl. OPW makes no warranty of Muss for a particular use. All illustrations and vpecUloatlons in this Woraturo aro based on the latost production information avallabio at tho dm of publlcadon. Prices, materials, and spocif Caton are aubJcet to change at any limo, and models may be discontinued at any limo, In either caw, without notice or obligation. Product Warranty PISCES by OPW, Inc. products aro free from Moats in materials and workmanship for a period clone year from the dato of shipment by OPW. Any product that may provo dofeztivo within that ono year period will, at OPW's option, bo promptly repairo or replaced or credit given for Minn orders. This warranty shall not apply to any product that has boon altered in any way, which has boon repaired by any pay other than a service roprowntativo authorized by OPW u agent for PISCES by OPW, Ino., or when failure is duo to misuw or conditions of use. Neither PISCES by OPW Ino. or OPW shall have any liability for special or coasequcutial damages to any party, and shall have no liability for labor costs, freight costs or any other cost or charges in excess of tho amount of the invoice for the products. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, AND • SPECIFICALLY THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. OPW ......, PA, fat 40400i•GnolnnaM, *Ala 4112404003 (1113)1704210•(00014M4Uf (Orlin (013 )1704100 (00W Earl Marketing Agent for PISCES by OPW, Inc. U.S. Patent Numbers: 5,553,971; 5,567,083; 5,590,981; 5,098,221; Other patents pending. Copyright July, 1997. OPW Fueling Components Inc., Cincinnati, 01-1 Printed in U.S.A. pia H13332M • 1/98 :t !'2 gg • PISCES by os'W ,.».• Installation Instructions Bolted Flex- Flange (BF) Entry Fittings IMPORTANT: Please read all warnings and follow the installation instructions completely and carefully. Failure to do so may cause product failure, or result in environmental contamination due to liquid leakage into the soil, creating hazardous spill conditions. WARNING - DANGER: Using electrically- operated equipment near gasoline or gasoline vapon may result in fire or explosion, causing personal injury and property damage. Be sure that the working area is free from suck hasards, and a llays use pro per precautions. Bolted Flex-Flange Entry Fittings Bolted Flex- flange Entry Fittings aro designed to seal pipe and conduit entries through containment sump walla, For proper installation, a PISCES template (BFT -300) must be used for accurate hole drilling, SlajLAL(So° Ft- ---: == l) Locate the center of the pipe entry point in the flat wall section of the sump and drill a 1/4" hole. Install the Entry Boot Template to the sump base wall using a 1/4" bolt and nut, Drill out the appropriate bolt hole circle for the fitting to be installed using a 5/16" drill bit. Remove the template from the sump wall, Piga re t Step H2 (See ig re 2 and i) Drill out the fitting entry opening with the appropriate size hole saw. Clean any rough edges with a rams knife, HolaSiw HS -275 (2.3/4 ") HS -375 (3 -3/4 ") HS -sew (5 ") !`l!1 js` lgking BF -075, BF -100 BF -130, BF -200, BF -200F BF -300 IMPORTANT: The correct hole saw slzo must always be used for proper installation of Flex- Flange Entry Fittings. WARNING: Only use hobs saws that are sharp and in good condition. Use caution when using hob saws to prevent injury if saw catches unexpectedly and rotates drill. • Nuns SIO-11-Gionnium4 Instoll the fitting from outside the sump by inserting the studs through the bolt hales. From the inside of the sump,lutallihallanguingnyatithaitsubmish Hand tighten nuts. Figure 4 Stapit4 Using a 7/16" nut driver, tighten all of the nuts evenly and firmly. Tighten to 60 inch pounds of torque. Do not over - tighten. St'sRg3 Before inserting pipe, inserthumnhaddlluldaldingo Angled Entries The entry fitting is flexible enough to permit angled pipe or conduit entries up to 15 degrees in each direction. Round Surface Installations Bolted Fiex- Flange Entry Fittings may be installed on round surfaces which have a diameter greater than 30 ", Tighten each nut in stages so the flange and compression ring can evenly conform to the rounded surface. WARNING: Keep fiberglass cleaning solvents away from the entry fittings to prevent damage. Notice: PISCES products should be used in compliance with applicable federal, state, and local laws and requladons. Produot selection should be based on physical specifications and limitations and compatibility with the environment and material to be handled. OPW makes no warranty of fitness for a particular use. All illustrations and speoiticadons in this iitorOAure are based on the latest production infornsadon avallable at the time of publication. Prices, materials, and specification are subject to change at any time, and models may be discontinued at any time, in either case, without nodco or obligation, Product Warranty PISCES by OPW, Inc. products are free from defects In materials and workmanship for a period done year from the date of shipment by OPW. Any product that may prove defective within that ono year period wW, at OPW's option, be promptly repaired or replaced or credit given for future orders. This warranty shall not apply to any product that has been altered in any way, which has been repaired by any Party other than a service representative authorized by OPW is went for PISCES by OPW, Inc., or when failure is duo to misuse or oondittons of use. Neither PISCES by OPW Inc. or OPW shall have any liability for spociai or consequential damages to any party, and shall have no liability for labor costs, height costs or any other cost or charges in excess of the amount of the invoice for the products, THIS WARRANTY IS 1N LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, AND SPECIFICALLY THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTEES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. OPW MOO MMIAeso ssMAUv P.O, a.r 401003•CIncinn.q, Ohio 40*404003 (113)870.1110•(WO)034121 (Orders Only) (113)1704100 (011.1 Ce11) Marketing Agent for PISCES by OPW, Inc. U.S. Patent Numbers: 5,553,971; 5,567,083; 5,590,981; 5,098,221; Other patents pending. Copyright July, 1997 - OPW Fueling Components Inc., Cincinnati, OH Printed in U.S.A. pia H13331M -1/98 _ Lip Away From Wall I — . TtgMtoa to Maximum Foam hurt Figure 4 Stapit4 Using a 7/16" nut driver, tighten all of the nuts evenly and firmly. Tighten to 60 inch pounds of torque. Do not over - tighten. St'sRg3 Before inserting pipe, inserthumnhaddlluldaldingo Angled Entries The entry fitting is flexible enough to permit angled pipe or conduit entries up to 15 degrees in each direction. Round Surface Installations Bolted Fiex- Flange Entry Fittings may be installed on round surfaces which have a diameter greater than 30 ", Tighten each nut in stages so the flange and compression ring can evenly conform to the rounded surface. WARNING: Keep fiberglass cleaning solvents away from the entry fittings to prevent damage. Notice: PISCES products should be used in compliance with applicable federal, state, and local laws and requladons. Produot selection should be based on physical specifications and limitations and compatibility with the environment and material to be handled. OPW makes no warranty of fitness for a particular use. All illustrations and speoiticadons in this iitorOAure are based on the latest production infornsadon avallable at the time of publication. Prices, materials, and specification are subject to change at any time, and models may be discontinued at any time, in either case, without nodco or obligation, Product Warranty PISCES by OPW, Inc. products are free from defects In materials and workmanship for a period done year from the date of shipment by OPW. Any product that may prove defective within that ono year period wW, at OPW's option, be promptly repaired or replaced or credit given for future orders. This warranty shall not apply to any product that has been altered in any way, which has been repaired by any Party other than a service representative authorized by OPW is went for PISCES by OPW, Inc., or when failure is duo to misuse or oondittons of use. Neither PISCES by OPW Inc. or OPW shall have any liability for spociai or consequential damages to any party, and shall have no liability for labor costs, height costs or any other cost or charges in excess of the amount of the invoice for the products, THIS WARRANTY IS 1N LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, AND SPECIFICALLY THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTEES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. OPW MOO MMIAeso ssMAUv P.O, a.r 401003•CIncinn.q, Ohio 40*404003 (113)870.1110•(WO)034121 (Orders Only) (113)1704100 (011.1 Ce11) Marketing Agent for PISCES by OPW, Inc. U.S. Patent Numbers: 5,553,971; 5,567,083; 5,590,981; 5,098,221; Other patents pending. Copyright July, 1997 - OPW Fueling Components Inc., Cincinnati, OH Printed in U.S.A. pia H13331M -1/98 Ff,; TOTAL CONTAINMENT NEW PRODUCT Bulletin No. 95 -15 Effective: 06 -30 -95 VP2501 or J13.5c6 1 For use as Vent Pipe The only industry supplier to have a UL 971 - listed primary and secondary pipe for 1-1/2 " retractable piping systems. UL Listing obtained for underground usage on June 9, 1995 (see reverse side of bulletin for details). Piping Applications VP2501 ent Pipe Applications P2501 is ULCmlisted (CMH1422, 15540) for these applications. ngle wall vent pipe. Double wall vent pipe (VP2501 contained within SP4500). etractab econdary Containment App ' ations 32501 is UL -liste • H16395, 94NK5478) for these = pplicatlons. 0§ z 0 '2501 used as econdary containment pipe. 422 Business Center • A130 North Drive • P.0, Box 939 • Oaks, PA 19456 610 -666 -7777 • FAX 610- 666 -5321 • „ ••• ":' • , , 1, , •, " • • 4 , , • t „., • Atmospheric Vent for Underground Storage Tank oveground Emergency Vents The • 'nch and 6-Inch emergency pressure vents work in conju • lion with pressure vacuu vents. The sturdy cast -iron body and lid, along with t fluorocarbon o•ring, provide . tight seal when closed. Tank vent opens at 8 oz. • assure. The 4-Inch venting rate at 2. -SI equals 89,000 SCFH. The 6 -inch venting r= : at 2,5 PSI equals 225,000 SCFH. Features Cast Iron Body a d lid Viton 0-Ring seal Part No. SI (In.) Application Lbs. 803. 200.01 4.00 •ressure relief onl 14.00 803.205.0 6.00 • ressure relief onl 30.00 The newest addition to EB aboveground emergency ve In conjunction with the press iron, and with the fluorocarbon opens at 8 oz, pressure. The 8 s line ,A v Features Cast Iron Body Viton 0-Ring ergency pressure vents, is the 8-inch the other emergency vents, the 8-inch vent works um vents. The body and lid are constructed of cast Ring, provides a tight seal when closed. The tank ch venting rate at 2.5 PSI equals 480,000 CFH. Part No. Size (In.) Type Lbs. 03.208 8.00 Tinged 46T 3.308 8,00 Threaded 40.2 Pre ure Vacuum ent This ve •rovides sale, rapid disbursement of upward v. • or discharge and protects against harsh ether. The 2-inch and 3-inch have vent rates of cubic feet perminute(5,700 per hour) his vent is set to activate under 8 oz. of pressure a .5 oz. vacuum, or to customer spa • cations. It Is easily Installed to new or existing vent lin with a choke of either NPT thr de or an O-ring and locking screw for unthreaded applica ns. Dome shaped top p vides reliable run-off and eliminates trapped snow, rain, and . The 2-inch pressure cuum vent Is U.4. listed and meets NFPA 30 requirements. Features Part No. Size (in.) Cast Aluminum Body Flame arresting, 30 mesh, bronze screen Installation Lbs, ended 188 seal 1.84 802.303.01 2.00 T 802-303-02 2,00 Orin 802.304.01 3.00 Threaded 2.44 802.304.02 3. 0 ng sea 2. Tank Vent This cast aluminum updraft vent Immediately discharges all combustible vapors upward to minimize hazards. The top casting is dome shaped In the center to quickly drain off all moisture Including rain, snow, and ice, Attaches securely to vent pipes by a plated screw. Body and cover are cast aluminum with a 30 mesh, flame- arresting, bronze screen. Meets NFPA Code 30 requirements. Features Part No. Size (In.) Lbs. Cast Aluminum Body 800.206.01 800.207.02 Flame arresting, 30 mesh, 800. 203 -01 bronze screen 1.50 2.00 3.00 1.00 1.00 1.19 ea Manhole designed to allow access to tank sump, transition sump and interstitial monitor sensor from grade level. Pipe cap for top of extractor fitting. MONITORING CAPS Y'W 116 The OPW 116 is most frequently used as a screw -on pipe cap for extrac- tor assemblies. The 4" features a 5 %" hex top and wrenching Tugs, The OPW 116 fill cap has a standard internal pipe threads. The OPW 116W wrench is designed specifically for use with the 116 -7085. Ordering Specifications Product No. in. mm. Ib, kg. 116.7085 4" 1Q .40 11 116W.7086 Wrench OPW 634TTM Well Cap Kit ,omm, Lru_ju,_77II 130mm. Materiels Body: 4 "- Duratuif• Goss bon: cadmium plated steel OPW 116.7085 OPW 116W7086 634TTM is an obs in/ n1....;toring well cap for clear! Lion of well pipes. It installs easily on standard 4" PVC pipe and comes tar- nished complete with cap, labels. cast aluminum adaptor ring, gasket, set screws and installation wrench, 7" 178mm. Ordering Specifications Product No. w ass security chain 2N►" 62m lbs. Materials Coo: Dural cost aluminum • 1TM IMPORTANT: OPW products should be used in compliance with applicable federal, swig and Iocsl laws and regulations. Product selection should be based on physical specifications and limitations and compatibility with the environment and materials to be handled. OPW MAKES NQ WARRANTY OF FITNESS FOR A PARTICULAR USE. All illustrations and specifications in this literature are band on tlx latest product information available at the time or publication. OPW reserves the right to make changes at any time In prices. materials. specifications and models and to discontinue models without notice or obligation. • • Extractor fitting for termination of vent line, threads into top of tank manway, located in tank sump. a • • 0•PW 233 EXTRACTOR FITTINGS VAPOR LINE OPW 233 Extractor Fittings allow ball float vent valves to be removed from underground storage tanks without breaking up concrete. OPW 233V The OPW 233V extractors are used to connect OPW 53V Ball Float Vent Valves to the vent lines in underground storage tanks. it is furnished complete with an extractable cage. The entire float vent sub - assembly can be extract- ed from the tank for tank testing by using the OPW 52 or 89 extractor wrench. The OPW 233V extractor is a single outlet extractor. Materials Body: cast iron with block Durogord• coating Extractor cage: 7.Al2 (TEE) Ordering Sptrdflcations Product No OPW 233VM The OPW 233VM extractor is a multi - outlet extractor, It is available in 2 sizes, used in direct manifolded sys- tems, vapor recovery, or where provi- sions for Stage 11 vapor recovery are needed, All OPW 233V extractors are spe- cially coated with black Duragard• coating for improved corrosion resis- tance and easier cage removal. Materials Body: cast iron with block Durogard• coating Extractor cage: ZA12 (CROSS) OPW 233 OPW 233 Extractor Fittings are designed for use with all 30MV and 3" 53VML Ball Float Vent Valves, It is provided without a cage assembly. OPW 233VMP & 233VP Test Plugs OPW Test Plugs are used to isolate the tank from the vent piping system during tank testing, • 233VP -6046, o -ring above threads, WT.: .78 lbs. • 233VMP -6047, o -ring below threads, WT.: 1,24 lbs. Replacement Parts OPW 233V and 233VM Part No. Description H.8932 Cage SA Top Thread in. mm. 233.4420 Tee • 4" 102 Outlet Thread in. mm, ?33.4430 (Tee)' _ .41___' 102 3" 76 233.4422 Cross ' 4" 102 ' 2 "x2" 51 xS1 233.4433 Cross ' 4" 102' 3 "x3" 76x76 233.4432 Cross ' 4" 107 3 "x2" 76xS1 339.4420 Tee 233V.4430 Tee 233VM.4422 Cross 233VM•4433 Cross 233VM•6045 (Cross) 233VM•604L (BSPP) ' without cogs assembly O PW 4" 102 4" 102 4 102 4' 1 � • 4' 102 4' e 2" Sl 2 "x2" S1x5 3 "x2" 76xS 3 "x2" 745 Bottom Thread in. mm. lbs. kgs. 102 Et 14.06 s m Og 16 16,62 Ball Valve to act as isolation valve for Turbine Pumps etc. • FIG 237 CONSTRUCTION DETAILS Body Oleos Cap Handle Brass Brass Brass Malleable Iron Shah seal on 1 1/4' sites is 9una•N. On all other sites, shall seal Is a teflon mpregnated fiber packing. GATE VALVES & BALL VALVES 237 238 & 438 QUICK OPENING GATE VALVE Manually operated Gate Valve with throttle type lever action, For use in petroleum liquid handling, 200 PSI WOG. cold, non•shock, pressure rating. 237 • Without spring, Teflon pack available. FIG 238 • Teflon packing . : ilabie. FIG 438 • With Intern : • ring. Made for use on hydrau . ff systems, th external spring. FIG 238 SIZE (F10 237/2 1 1/4" 1 1 /2" 2 ". 3" FIG 438 WEIGHT 4,5 Ibs 8.75 Ibs 9.75 lbs 22 Ibs (FIG 438) WEIGHT 1/4", 5 lbs 235 RF FL D A . INUM E VALVE FI0 235RF CONSTRUCTION DR Body Aluminum Bonnet Aluminum Stem Braes Oleos Brass SIZE 3" 3' 3" ri-a8 6 239A GATE VALVE All Brass Gate Valve up to 1 1/4' size for potroteum•chemical liquid handling. 39 • Rising stem style with dou • • Ise gate. 200 PSI WOO, 125 PSI WS tory Specification MIL•V•58039. luminum Oats Valve with TTMA flanges and quick•rIsing stem handwheol operation. Used In was ter or fuel systems, Available In anodized finish. Often assembled In various manifold configurations. 125 PSI WOG pressure limit. WEIGHT 10 Ibs 17 Ibs 35 Ibs NOTE: Companion flanges available, (Sae FIG 6030) FIG 691 CONSTRUCTION DETAILS Body Brass 3611 Hard Chrome Plated 3161 Teflon SIZE WEIGHT 1:4' 0.25 Ibs 3.8' 0.28 Ibs ',2' 0.5 Ibs 3: 4' 0.75 Ibs .' 1.0 lbs 1/4" 1.351bs 691 & X91 B BALL VALVE FULL PORT Full Port Ball Valve used for liquid handling with manual open•close In quick quaner•turn handle operation. Threaded (NPT) connections, Valve can be operated In partial open po• sition. Lockable with padlock (op• tional). The 691 B has a patented locking device. Available in 1/4" • 4• sizes. Pressure Limits (Cold non•shock) 600 PSi WOG 150 PSI WSP sizE WEIGHT 1 1/2" 0.75 Ibs 2' 2.5 Ibs 2 1/2' 7.4 Ibs 3' 9.75 Ibs 4' 15 Ibs F10 239 Fig 239A • No g stem style with a solid wedge disc. 200 PSI WOO. SIZE WEIGHT 1/2" 1 lb 3/4" 1,25 Ibs 1" 2.25 Ibs 1 114" 3.25 Ibs slzE 3/4' i' 1 1/4' 1 1/2' FIG 215 A & MOLASSES GATE VALVE Manually • erated shutoff valve de• signed to be ed with heavy oils. Iron body and brass • 'construction. Lock• able with padlock. FIG 215 AS • Spring•Io • (3/4') • WEIGHT SIZE WEI • HT 1.51b8 2' 4Ibs 2.0 Ibs 3' 6 lbs 2.375 Ibs 4' 17.5 Ibs 3.0 Ibs Swing Check valve to prevent back -flow in.line. Installed at Discharge of Turbine Pumps and various locations. FIG 246 A FIG 246 OAF CHECK VALVES 246 SERIES SWING CHECK VALVE Used for single-direction flow in a hors• zontal pipeline and/or to isolate product in a multi-product handling system, Poppet and seats are metal and may allow some seepage over long periods of time. Expansion relief is available. 330 OPTIONS & DESCRIPTION Expansion Relief available (except 246 AL): specify 25 or 50 PSI when ordering, FIG 246 A • Brass body, cap, & internals. Threaded connections. Cold non• shock pressure limit = 200 PSI WOG FIG 246 ADI • Same as 246 A, but constructed of Ductile Iron. FIG 248 DRF • Same as 248 ADI. but with 1500 raised•face flanged connec• bons. FIG 246'AL • Aluminum body, cap, and internals. Threaded connections. Cold non•shock pressure limit =125 PSI WOG. SIZE N1146 A 246 AOI 246AL 246 ORF WEIGHT WEIGHT WEIGHT WEIGHT 1/2" 3.51bs " 51bs 2 1/2" 8.25 lbs 12 lbs 4" NA 3" NA 5,5 Ibs NA 12.5 lbs NA NA 3 lbs NA NA NA NA NA NA 24 Ibs 84 Ibs SINGLE POPPET VERTICAL CHECK VALVE standard chock valve applications s "holding prime" on a pump, Metal • •oot/sont, Valve mounted In vonical p• on with product flow up. wards, FIG 330 IZE 1/2" FIG 137 / 137 8 ,vailable with Expansion Relief, ,TE: Specify 25 PSI OR s0 P ,ZE DOUB ' OPPET VERTIC • CHECK VALVE For at • and chock valve applications su 1 'holding prime" on a pump, al poppets/seals. All brass con. • !ruction and made to be mounted In the veiniest position with product flow up. wards, CONSTRU DETAILS Cast iron body • 'pox • atod, brass poppet, seat, and taflpiec FIG 335 8 WE T 3 1/2 I 137811378 ANGLE CHEC BACK PRESSU ` ' ALVE SINGLE POPPET / ING LOADED • Fig 335 BP • same as FIG 335 8, but equipped with a Test Plug, SIZE WEIGHT 1 1/2" 3,75 Ibs 2" 6,5 tbs 188 SERIES VERTICAL CHECK & BACK PRESSURE VALVE SINGLE POPPET / SPRING LOADED FIG 158A • Fitted with Tight spring & soft seat and used for standard check valve plications. All brass. Buna•N disc ( dard), Teflon and Viton available. FIG 137 • Fitt ith a light spring & soft seat and • • e for standard check valve applic- s, All brass, Buna•N disc (sta • rd), Teflon and Viton available, G 137 8 • Fitted with heavy spring & metal seat. Used for 'back-pressure" applications. All brass construction. NOTE: Special pressure settings are available in the 137 & 13718 series for an extra charge. WEIGHT OPENING PRESSURE (Fig 137 8) 1/21 4.25 lbs 6 PSI 6.25 lbs 5 PSI 13.5 Ibs 7 PSI FIG 158/1588 Available with Expansion Relief, Specify 25 or 50 psi NOTE; pressure settings are approximate. Special pressure settings are available in the 158 8 series for an extra charge. SIZE WEIGHT FIG 15 spring & m pressure' ap serlee • Fitted with heavy I seat and used for 'back. atlons, All brass, Fig 158 SDI • Duc ron. (2" size only) OPENING • SSURE (Fig 158 eries ■ 3/4" 4,25 Ibs • S IF 1" 1,75 Ibs 4 1 1/2" 3,25 Ibs 6 PS 2" 5,75 Ibs 6 PS 3" 15 Ibs 8 PS 4" 10 Ibs 8 PS ;g oe l i t, uy s thin consultants 425 748 0880; 11/20/00 18:40; _0708;Pa9a 2/3 Earth Consultants Inc. atom mind EatjAi ,r.tktiiini,.MAlawrn . inr.wr!M IMAM November 29, 2000 Sabey Corporation 12201 Tukwila International Boulevard Fourth Floor Seattle, Washington 9816876121 Attention: Mr. Jim Simonson Subject: Reference: Dear Mr. Simonson: Fbaal Latta - AboveNot Tank Excavation and Augercat Plea East Marginal Way Tukwle, Washington Earth Consultants, Inc. Pile Recommendations E- 2679.32, dated June 28, 2000 E- 2679 -32 ra,2cic»- 167 Ably oI TUI(I(WILA DEC - 1 2000 PERMIT CENTER In accordance with your request, Earth Consultants, Inc. (ECI► observed the Ins& augercest piles and the excavation for the underground storage tanks at the Abo The augercaat pile installation was observed by an ECI field representative on a full -tine during July and August of 2000. The eighteen (18) inch dian>.ter, /uproot PJlea' observations, installed to moths 0 approximately piles achieved thirty-five 1�) � "Nw 1rt,��at'" fern. ��,; �. *upstart pl the reoommentl l le bearing strata. In our opinion, based on our ob.arvadon., � ° "pll i��weni�l)'' accordance with our geot.chnbM recommendations contolnsd In this refetenoed letter, should provide the recommended capacities. An ECI representative periodically observed the sheetpile installation and excavation for the underground storage tanks at the south end of the building. The excavation was observed on August 30''' and 31 ", 2000. Stiff clay and aih soils suitable for support of the tank foundation were observed along the excavation bottom. ECI observed the placement of a pea gravel base course throughout the bottom of the excavation. eased on our observations, the native soils exposed along the bottom of the tank excavation are suitable for support of the tank foundation, In our opinion, the foundation subgrade was prepared in accordance with our eeotechnical recommendations, 1115.136m Place N.E., Sulfa 201, NW*, Washington 86006 Myna (425) 543.3780 FAX (425) 7454660 Toll FM (1611) 7341610 Et 6 Og e►e�l�"uy: Crrtn Consultants • 1 Sabsy Corporation November 29, 2000 425 740 o ..1 aey4.i...I.vt4'aW.N.xxr.�.. la.a•I,.,rrw Yltx• +.It .4A'al. . 11%20/00 es4l; a„r7oe;P• 0.;8 /a ` ,1% 41 0. 5.2117042 Pape 2 We trust this information meets your current needs. if you how any quesdons or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. • '... i ' .ii AUG ,���00 8:05 No.006 P.01 August 2, 2000 City of Tukwila Publlo Works C /o: Permit Center 6300 Southcenter 131vd., Suite 100 Tukwila, WA 98188 RECEIVED AUG 0 3 2000 PUBLIC WORKS Re: Permit /if: MI2000.107 U.S.T. To Whom It May Concern: Attached you will find a letter that states McK inatry Co, procedure for Underground Fuel Tank Installation in regards to permit N M12000.107 for Above Nct Communications. Please be advised that the attached letter explains the step -by -step standard procedure that will N used in mid August sat the Above Nut situ. Please feel free to direct any question regarding this procedure to McKinrtry co. Thank You, M. Harris McKinstry Co. Piping Superintendent (206) 762 -3311 5005 3rd Ave, South • P.O. Roz 24567 • Seattle, WA 98124.0567 • (206) 762.3311 MCKIN••372N0 MttWOE 107 Cinstry Co. 4. July 31, 2000 To: Charlie McNaulty From: M. 11 orris Re; Underground Fuel Tank Installation Charlie; This is the detailed procedure we will use for the U.S.T. AUG , 'N' 00 8:05 No .006 P .02 RECEIVED AUG 03 2000 PUBLIC WORKS Stop 1: Refer to McXinstry Shop Drawings for nil excavation dimensions including pad layout. Step 2: Upon completion of excavation with ali shoring complete (must conform to OSt1A & McKinstry standards) and proper water removal in place; interior hole must be enveloped with a bed liner (ace submittal provided). Stop 3: install concrete holcl down pad per plans & specifications provided by McKinstry. Step 4: Back 1111 to n depth of 12" above pad use clean pea gravel 1/8 -3/4 conforming, to ASTM CA33, Par 9.1 size numbers G -8 Table 2. Stop 5: Unload tanks (McKinstry) and place on old tires (provided by McKinstry) adjacent to excavation. Step 6: Each tank must now he tested to 5-PSI nnaximurn, held for u minimum of (1) hour, then completely souped and,chmked for any possible leaks. The results of which aro to be recorded on vendor provided documents and hold of site eventually to be turned over to owner. Step 7: Upon satisfying test requirements tanks will be rigged up and placed in hole and tnado secure via straps as provided by our tank supplier (MaKinstry riggers), Step 8: Tall: deflection readings arc made and recorded. Step 9: Install site monitoring well. 11 5005 3rd Avo. South • P.O. Box 24567 • Seattle, WA 9(3 i24.0507 • ( ?,06) ?62•3311 MCKIN••372N0 AUG r '00 8 :05 No.006 P.03 Step 10: Inspection of installation through local fire dept., City of Tukwilla. 1 Step 11: Back fill may now commence. NOTE: Until such time as we reach the 1/3 level ail material must be made in 12" lilts with labor and supervision provided by McKinstry Co. Step 12: Continue back fill with pea gravel until we reach tank top. Step 13: Take final tank deflection reading and record, Step .14: Tank tightness test muse now be clone again and results recorded. The tanks arc now safely in their place and we can now start our fuel pipe installation. Please not that at this time, these tanks are extremely vulnerable to damage and the utmost care and caution should bo taken by all of us to protect their integrity. 1 will personally be on site during this operation and any available should any questions arise, M. Harris Pipefltter Superintendent McKinsstry Co. Underground 'rank Storage License. # 1074827 -25 Co: Sabey Superintendent, Dunoan Eder Seattle Fire Dept. City of'I'ukwilla, Public Works • lt. Vunchu 13. Thompson C. Fadden SUN 130 '00 01: 44PM TUKIWSLA DCD /PW HAULING PERMIT APPLICATION CHECKLIST Directions to Applicant - P''?ja "i5P.2 k The City requires a hauling permit whenever SO cubic yards or more of construction materials, soils, debris or other materials whatsoever will be hauled within the City limits. A complete application packet includes the following seven items. Once Public Works receives a complete application packet, the permit is issued as soon as possible. The time it takes to issue a permit depends on current workload and resolution of any issues related to the work being permitted, 1. Miscellaneous Permit Application - Complete all fields, including signature and date. 2. Certificate of Insurance - Provide a copy of Certificate of Liability Insurance for $1,000,000 of Personal Injury and $1,000,000 of Property Damage, showing City of Tukwila as Additional Insured, The City requires proof of insurance for each hauling permit application, 1 Route Map - Provide four (8.1 /2 "xll ") copies showing the entire route which is within City limits. For copyright reasons, the City can not accept Thomas Guide reproductions, 4. $2000 Bond - Provide a cosh indemnity bond, surety bond or cashier's check to ensure cleanup and repair of any property damage. The bond shall require a thirty -day written cancellation notice, 5, Contractor's License - Provide a copy of the license issued by Department of Labor & Industries. 6. Materials Description - Provide description of all materials being hauled and include the quantity. 7. start bats and Time - Provide approximate start date, start time and duration of hauling. JIJN 30 '00 01: 44PM TUKW'' -$ DCD /PW • P.3 HAULING PERMIT APPLICATION . _Applicant: Site Address: Stare date and time Duration: Material description: Material quantity (cubic yards): Signature ithl Date /0 10 tolitA) 10 44(ge keeeeei e 404 At +rdo r/ ..lyc•cF 1' f / /IP 4 /4x�et_ae .y r. `- , eepataetle46 &PI ,•eelfrAP;74 /01/ 2P-C2V '°./01' I ,f IR/ 1, 76233/A4 w4o loft. 11/01/2000 12:41_EAX,42e 33 O1Q$ )OUN W. Jt* t;r•l'r Pt NA IAN c. •Pt Pt JA)IN I Vitt Pt Mt JAfAlr► r P Niel A At tiArr M.'YI Rap 1^ t • A1.0 $. $NIN•M Nosl•I.At1 1 4. • L Tric. NARR olJr*I vanfil It T1)n •t•r1t• Woe Itt1;Rt1 .nitre v►).lt 11111A 11411.n., M «rdt, •1t •ci.r• SiJEY Ctifi June 2, 2000 City of Tukwila Department of Community Development Ron Vanchu 5005 Third Avenue S Seattle, WA 98124 RE: CORRECTION LETTER #1 Development Permit Application Number MI2000 -107 Abovenet Communications Inc 3433 South 120th Place Dear Mr, Vanchu: Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed pt the same time and reflected on your drawings. I have enclosed comments from the Public Works Department (red -line drawings sent to you on 5-31-00). At this time, tho Building Division, Fire Department and Planning Division have no comments at this time. The City requires that four (4) cum ete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every rosubmittal. I have unclosed one for your convenience. gccente_ ! through the mull or-bv a_ messeneer s ice. . !I t 1 : 11 . 11 ! ! .1 ! • ! ! I . • If you have any questions, please contact me at (206)431-3672. Sincerely, Brenda Holt Permit Coordinator encl xc: Filo No. M12000.107 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 -age From: Brenda Holt To: Internet :duncane @sabey.com; Internet :johnl @sabey.... Date: 5/31/00 12:25PM Subject: Abovenet Communications Attached is a "preliminary" correction letter for the Installation of the two 30,000 gallon below grade fuel tanks, Please be aware that there may be comments from other departments relating to this scope of work, You will be able to submit your revisions when you receive the "formal" correction letter from me. This letter will be issued when all departments have completed their review. A hard copy of the "preliminary" correction letter will be in the mail. If you have any questions or need clarification on this process, please contact me at (208)431 -3672. Thanks, Brenda Holt CC: Jim Morrow; Michael Cusick; Steve Lancaster City of Tukivila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director May 31, 2000 Ron Vanchu McKinstry Company 5005 Third Avenue S Seattle, WA 98124 RE: Preliminary Review Comments Abovenet Communications Inc — 3433 South 120th Place (MI2000 -107) Dear Mr. Vanchu: The Tukwila Public Works Department has completed their review of the application materials you submitted on May 17, 2000. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s), Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of ail City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Correction Letter 1- t l 1 9 t f • 911 i ' t ! t t ri 1 1 I t • 1 1 1 1 I ( 1 9 • , In tho meantime, if you have questions regarding the attached Public Works Department comments and /or corrections, please contact Mike Cusick, Development Engineer, at (206)433- 0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431.3670. Sincerely cituxlatoi- Brenda Holt Permit Coordinator enel Xc: John Lang, Sabey Corporation Duncan Mader, Sabey Corporation Mike Cusick, Development Engineer File No, M12000-107 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3665 k PILE: APPLICANT: DATE: PLAN REVIEWER: Review Comments Public Works Department MI2000 -107 ABOVENET COMM. 5/25/00 Contact Mike Cusick at (206) 433 -0179 if you have any questions regarding the following comments. The submittal for the above permit was denied due to: 1) The plan sheets and the application do not list the volume of cut and fill for the installation of the 2- 30,000 underground oil tanks. 2) On Sheet A1.1, the scope of work shows the installation of the fuel tanks and the relocation of the existing storm drain line and fire line. NO where else in the plan set is the relocation of the storm drains and fire line work reflected. All this work should be done under the same. MI permit. 006%) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -107 DATE: 6-16-2000 PROJECT NAME: ABOVENET COMMUNICATIONS SITE ADDRESS: 3433 S 120th PLACE .__.SUITE # _Original Plan Submittal Response to Incomplete Letter ,_ Response to Correction Letter # 1 „__Revision # - After Permit Is Issued DEPARTMENTS: Building Division Public Works El no Fire Prevention Structural El Planning Division ❑ Permit Coordinator ❑ QETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: Incomplete ❑ DUE DATE: 6- 20.2000 Not Applicable ❑ TUES/THURS ROUTING: Please Route C REVIEWER'S INITIA Structural Review Required No further Review Required DATE: -0) APIROVALS OR CORRECTIQ, : (ten days) Approved ❑ Approved with REVIEWER'S INITIALS: Al DUE DATE: , 71 SAO Not Approved (atta co ments) ❑ DATE: C 2- ?.c-, CORRECTION DETERMINATION,: DUE DATE Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DES \PRROUTE.DOC 5/99 301■ 2 p LUUU TUKWI A PUBLIC et i; PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -107 DATE: 6 -16 -2000 PROJECT NAME: ABOVENET COMMUNICATIONS SITE ADDRESS: 3433 S 120$h PLACE SUITE #..._._,�_ Original Plan Submittal Response to Incomplete Letter #,,,y.,,, X Response to Correction Letter # — tevision # — After Permit Is Issued pEPARTMENTS: Building Division ❑ Public Works M� Awe. !e •1 -tD Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues./ Thurs.) Complete Incomplete EJ Comments: DUE DATE: ZOO Not Applicable ❑ TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: — No further Review Required DATE: APPROVALS OR CORRECTIOM: (ten days) Approved El Approved with Conditions REVIEWER'S INITIALS: DUE DATE: _,E18-00 Not Approved (attach comments) El DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 a§ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -107 DATE: 5 -17 -2000 PROJECT NAME: ABOVENET COMMUNICATIONS INC SITE ADDRESS: 3433 S 120'" PLACE SUITE # Xx„___ Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #_______. _Revision # After Permit Is Issued DEPARTMENTS: Bui g Division A v6 51b-00 Public W diAlitt orto 4 Fire Prevention up *loci &too Structural PlanningDivision G..00 I . Permit Coordinator ■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete (r J Comments: DUE DATE: 5 -18 -2000 Not Applicable ❑ TUES/THURS ROUTING Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ©EPROV h1LS OR CORRECTION,,: (ten days) DUE DATE: 6 -15 -2000 Approved (J Approved with Conditions E Not Approved (attach comments) REVIEWER'S INITIA S; [ -� 4-00 CORRE(;TION PJTFRMIi 'IOI4: Approved Approved with Conditions REVIEWER'S INITIALS: 1PRROUTE.DOC 5/99 I t DUE DATE Not Approved (attach comments) Ej DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -107 DATE: 5 -17 -2000 PROJECT NAME: ABOVENET COMMUNICATIONS INC SITE ADDRESS: 3433 S_ 120th PLACE SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _,Revision # After Permit Is Issued DEPARTMENTS: Building Division II Public Works ❑ Fire Prevention Structural Planning Division El Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -18 -2000 Complete Incomplete Comments: Not Applicable ❑ TUES/THURS ROUTING: Please Route ❑ Structural R w Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -15 -2000 Approved ❑ Approved witi C . n itions Not Approved (attac com ents) ❑ REVIEWER'S INITIALS: DATE: CORRECTION D,.,ETEjiMINATION: DUE DATE Approved ❑ Approved with Conditions E Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: WRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -107 DATE: _1.172000____ ._ PROJECT NAME: ABOVENET COMMUNICATIONS INC SITE ADDRESS: 3.433.3.:11A___. 20'h CE SUITE # XX Original Plan Submittal _Response to Incomplete Letter #______ -_ Response to Correction Letter # ___ _Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works 0 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE; 518 -2000 Complete ❑ Incomplete ❑ Not Applicable El Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: apROVALLOR CORRECTIONS: (ten days) DUE DATE: 6 -15 -2000 Approved ❑ roved with Condition Not Approved (attach omments) ❑ REVIEWER'S INITIALS: DATE: Ob CORRECTION QETELMIN OWN„: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: \PRROUTE.POC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -107 DATE: 5 -17 -2000 PROJECT NAME: ABOVENET COMMUNICATIONS INC SITE ADDRESS: ._3433 S 120th PLACE SUITE # xis Original Plan Submittal , . _ .. Response to Incomplete Letter # Response to Correction Letter # # After Permit Is Issued OEP_ARTMEN_T_S: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 5- 18-2000 Not Applicable ❑ TUES /THURS ROUTING: Please Route I,1 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: _11,140 DATE: — g5 A/006 APPROVALS OR CORRECTIQ, : (ten days) Approved [11 DUE DATE: 6 i 5 2ODO Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: CORRECTION M TON: Approved ❑ DATE: ._.. ,sue o. ._ DUE DATE Approved with Conditions ❑ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.000 5/99 z� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -107 DATE: 5 -17 -2000 PROJECT NAME: ABOVENET COMMUNICATIONS INC SITE ADDRESS: _ 3433 S 120`" PLACE SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # # After Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works Fire Prevention Structural Planning Division Perm't Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: Incomplete DUE DATE: 5 -18 -2000 Not Applicable El TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS. No further Review Required DATE: 4.4/1 APPROVALS OR CORR I ai: (ten days) Approved El Approved with Con • tons REVIEWER'S INITIALS: DUE DATE: 6 -15 -2000, Not Approved (attac com ents) E: "5 5/ 2- -o r, DATE: -�,.- O ON O : DUE DATE,__.„_ Approved Ej Approved with Conditions E Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: UPRRQUTE.QOC 5/99 RECEIVEta MAY 'I 8 2000 PUBLIC WORKS City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the hermit Center. Revisions will not be accepted through the nail, fax, etc. bat 00 Phan Check/Permit Number: M12000407 ❑ Response to Incomplete Letter # - ® Response to Correction Letter II _,• j,` ❑ Revision 11 after Permit is Issued Project Name: Project Address: 3433 South l2Q`I' P1aCe Contact Person: Ron Vnnchu Phone Numbe: 4) 7402.0 JNZ'l'¢0 Summary of Revision: to) e.AAAt? u LAJapleL Amy. d1406 I. I LLA i fr.., 14;4t ia,5 • i► • 1 .1.11 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: "Entered in Sierra on (.0'' (tD 00 06/02/00 City of Tukwila Fire Department Fire Department Review Control #MI2000 -107 (510) Steven M. Mullet, Mayor Thomas Keefe, Fire Chief June 1, 2000 Re: Abovenet Communications, Inc. - 3433 South 120th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A permit is required for the use, storage, handling or sale of flammable or combustible liquids. (UFC 105.8- F.3, article 79) 2. Hazardous materials shall not be released into a sewer, storm drain, ditch, drainage canal, lake, river or tidal waterway, or upon the ground, sidewalk, street, highway or into the atmosphere. (UFC 8001.5.1) 3. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 8001.5.2.3) 4. Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (UFC 8001.6) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•S75•4404 • Fax: 206•S7S•4439 • ..,,tft • , • , ,11, „ City of 71dcwila Fire Department SteVenlit Mullet, Mayor Thomas P. Keefe, Fire Chief A Page number 2 Yours truly, 5/0 The Tukwila Fire Prevention Bureau cc: TFD file nod Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•575-4404 • Fax: 206-575-4439 4.1 cr3 &J.4 cn-t1set-4 -e4 w •L L 4- .-'--V .,:corev CehAtd • , N I� /a/Ao/o..5 • • 0