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FACTURERS .INSTRUCTIONS ARE THE RESPONSIBILITY OF ,THE.
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RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR THE
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` STIONS REGARDING INSTALLATION PROCEDURES OR TANK REPAIRS SHOULD BE ,
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ZB RGLASS UNDERGROUND TANKS tfUST BE INSTALLED ACCORDING TO THESE
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PROPER INSTALLATION OF FIBE G UND U
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PREVENT TANK DAMAGE AND SHOULD INSURE LONG-TERM CORROSION -PROOF SER-
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VICE. :IT ISTMPERATIVE TO READ, UNDERSTAND AND FOLLOW THESE INSTRUCTIONS.
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, INSTRUCTIONS AND SPECIFICATIONS. IF ,IN THE CONTRACTOR'S JUDGEMENT, THERE
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APPEARS TO BE A CONFLICT IN THESE SPECIFICATIONS AND THE TANK MANUFACTURER'S
RED THREAD PIPE IS PACKAGED IN COMPACT BUNDLES OF SIX OR EIGHT 30 -FOOT LENGTHS.
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"V E OUND S. IiAC>< TANKS
I$IrRGLASS t.A TD
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RETFS PAVING MUST EX ND T LEAST 3 BEYOND TANK OUTLINE IN
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£RI C C1R IFS (SUBMERSIBLE PUMP DROP TUBE .<ETC. 1O iNSUi,
`OBTAINER.
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OF ?OI fTi.A t,ALL t N .tt1ltAYluN LAN. 11;81 SHALL B1; HAUL IN A(.001.DhNGh
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WITH HE DS PBESClCI$LJ E LOCA'►•
THO X ... DEPARTMENT OF WEIGHTS AN'D MEASURE$. SEALER OF
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DIRECTIONS, %1S A SI GLE S
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WEIGHTS AND MEASURES SIIA :
LL BE NOTIFIED ON INSTALLATION AND TESTS, AND ALL STAMPS S
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.-FILLING'TANKS
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AND SEALS AFFIXED TO DISP N
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E CONTRACTOR ACCEPTS FULL'RESPONSIBILITY FOR PRO E HANDLING AND
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DOQNOT FILL TANKS UNTIL BACKFILL I3 TO TOP OF TANK D
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15 BL CONNECTOR IdSTALLATION
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OF TO FIBERGLASS UNDERGROUND STORAGE TAPIt AND SHALL
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;.INSURE THAT GOOD WORKMANSHIP PRACTICES AND CONSTRUCTION PROCEDURES
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FACTURERS .INSTRUCTIONS ARE THE RESPONSIBILITY OF ,THE.
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SENCE OF THE''MANUFACTURER OR 'OBSERVER AT AN INSTALLATION SITE DOES NOT
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" I R PROPER INSTALLATION
RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR THE
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10. T 6 DISPENSER PIPING SPECIFICATIONS..
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` STIONS REGARDING INSTALLATION PROCEDURES OR TANK REPAIRS SHOULD BE ,
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ZB RGLASS UNDERGROUND TANKS tfUST BE INSTALLED ACCORDING TO THESE
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.INSTRUCTIONS. THE MANUFACTURER'S INSTRUCTIONS AND N.F.P.A. 30 AND 31.
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LOCAL CODES MAY APPLY AND MUST.BE ADHERED TO,FAILURE TO FOLLOW THESE
'-BE'FOLLOWED.
C INSTRUCTIONS WILL VOID THE WARRANTY,AND WILL RESULT IN TANK FAILURE.
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PROPER INSTALLATION OF FIBE G UND U
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PREVENT TANK DAMAGE AND SHOULD INSURE LONG-TERM CORROSION -PROOF SER-
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VICE. :IT ISTMPERATIVE TO READ, UNDERSTAND AND FOLLOW THESE INSTRUCTIONS.
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THESE SPECIFICATIONS ARE SUPPLEMENTED BY THE RESPECTIVE TANK MANUFACTURER'S
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SPECIFICATIONS. TE INSTALLATION PROCEDURE SHALL COMPLY WITH BOTH SETS OF
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, INSTRUCTIONS AND SPECIFICATIONS. IF ,IN THE CONTRACTOR'S JUDGEMENT, THERE
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APPEARS TO BE A CONFLICT IN THESE SPECIFICATIONS AND THE TANK MANUFACTURER'S
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BA Zi IS COMPLETED,
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TALL D L4METER % 30 LONG FLEXIBLE PIP-
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(EXCEPTION SEE INSTALLATION.PROCEDURE WET HOLE),
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10. T 6 DISPENSER PIPING SPECIFICATIONS..
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THE GENERAL ARRANGEMENT PLAN AN D SPECIFICATIONS WILL GOVERN EXACT LOCATION,
MATERIALS
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2dUPffi8R, SIZE, AND TYPE OF' EQUIPMENT TO BE INSTALLED AND INSTALLATION DETAILS TO
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,SEE ATTACHED SHEETS
ALL PIPING AND FITTINGS SHALL BE DUALOY 3000- P
L IPE SYSTEM.
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MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION AND OPERATIONAL TESTING OF DIS-
HANDLING AND STORAGE.
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PT: NONITOIR IZ'T.
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'PENSERS : SHALL BE FOLLOWED TO AVOID POSSIBZj.ITY OF pAMAGE'TO EQUIPMENT.
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RED THREAD PIPE IS PACKAGED IN COMPACT BUNDLES OF SIX OR EIGHT 30 -FOOT LENGTHS.
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ALL INSTALLATIONS SHALL INCLUDE THE INSTALLATION OF STAGE II VAPOR RECOVERY
BUNDLE OF -
S CLASS FIBER.CAN BF. SAFELY. STORED ON LEVEL GROUND 0 R ON RACKS WITH
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MANHOLE FO.
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,PIPING.. STAGE II V 0
� APOR RECOVERY. IS NOT CURRENTLY REQ
REQUIRED, STUBBED
-FOOT LESS SUPPORT PA
( ) UP SPACING. REASONABLE CARE SHOULD BE USED IN HANDLING
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FOR FUTURE USE SHALL BE SECURELY CAPPED AT DISPENSER AND CONNECTED TO FZBFRGGASS
FIBER -GLASS. IT SHOULD NOT BE DROPPED OR THROWN ON THE GROUND, NOR SHOULD STONES
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TANK.
. OR OTHER HEAVY OBJECTS BE DROPPED ON IT.
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;'TANKS
PRODUCT VAPOR RECOVER AND VENT LINES SHALL FOLLOW THE MOST DIRECT ROUTE TO THE
WITH A iINIMUM NUMBER OF BENDS AND SHALL BE CONTINUOUSLY PITCHED TO PROVIDE
SPECIAL INSTRUCTIONS: (VERY IMPORTANT)
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, FLEX H�S'E - TELEI~ EX _FLEX.jPT,E iO INT:C^_'QRS '
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A MAXIMUM SLOPE OF V" PER FOOT. INSTALL ALL PRODUCT AND VAPOR RETURN LINES IN A '
1,. IT IS SUGGESTED THE CONTRACTOR BE FAMILIAR WITH THE CURRENT RED THREAD IN- -
(s PIPE `"-CONNECTOR ATVt. tiME,NT)
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COMMON TRENCH.-
STALLATION MANUALS AND OTHER MANUFACTURER'S BULLETINS AND LITERATURE PERTAINING
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TO GLASS -FIBER REINFORCED PIPE.
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SECURELY PLUG ALL UNUSED TANK OPENINGS WITH SCREW TYPE GALVANIZED STEEL PLUGS.
DOPED AS SPECIFIED ABOVE.
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CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S RECOMMENDED PROCEDURES FOR
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FLOAT VALVE= VENT ,ASST • Ly - UNII7EI'..,.tL V -•I Z
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s' INSTRUCTIONS, CONTACT THE LOCAL e_'�_ REPRESENTATIVE FOR CLARIFICATION AND STEEL PIPE, WHERE SPECIFIED SHALL BE NEW STANDARD GALVANIZED STEEL WITH GALVANIZED i
7. INSTALLATION PROCEDURE - WET HOLE MALLEABLE IRON FITTINGS AND ALL SHALL HAVE BRAS
DO NOT LAY PIPE AGAINST SHARP OR HARD OBJECTS, IF LAID NEAR OR TAROUGH
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. GUIDANCE.: E S. TO METAL GROUND JOINT SEAT -
0`250 UNIONS . REAM BURR FROM PIPE ENDS AND REMOVE AL 0 IG - SUCH OBJECTS, I.E.• CONCRETE WRAP
' " ) L F RE N MATTER FROM THE IN . WITH RUBBER OR FOAM PADDING, OR -
r •T t \ WHERE A FUTURE
� 1. HANDLING FOLLOWING PROCEDURE SHALL CO... LY WHERE HIGI. WATER IS EVIDE�'T ORSIDE BEFORE ASSEMBLING. MAKE-UP SCREWED JOINT PERMATE� FORMA -GASKET lit KEYS PIPE SLEEVE WITH FRP -PIPE FOR PROTECTION. F UPWARD . V `CIDP ErICO-WIIEAZQN A 4103
WATER CONDITION IS ANTICIPATED. - O
CONFOUND, OR APPROVED EQUAL.
'I., CHOCK TANKS:
PTFE SUPPORTS USED DURING INSTALLATION ARE TO BF REMOVED PRIOR,TO BACK-`
WATER LEVEL: FILL. SUBGRADE TO PROVIDE SUPPORT TO PIPE AND COMPACTED TO PREVENT
` TANKS SHOULD NOT BE DROPPED, ROLLED OR IMPACTED. CHOCK THE TANKS UNTIL1. SECURELY PLUG ALL UNUSED TANK OPENINGS WITH SCREW TYPE GALVANIZED STEEL PLUGS. DOPED
WINDS ARE EXPECTED. USE AS SPECIFIED ABOVE. SETTLING. PIPE H } G - UNDER PUMP SHUT O F. VALVE, ' -. r , - : „:
READY FOR INSTALLATION A' TIE THEM DOWN IF HIGH , SHOULD BE COMPLETELY SUPPORTED UNDERNEATH BEFORE OVER O Vla EMCO . k4_i ATR\ t. UU .u�y
1" EPL WATER LEVEL SHOULD BE MAINTAINED AT THE LOWEST PRACTICAL LEVEL DURING INSTALLATION. BURDEN IS APPLIED
laNIMUM DIAMETER NYLON OR HEMP ROPE OVER EACH TANK AND TIE TO WOOD
I A SUMP AND PU?P OR A SYSTE`! OF k'ELL POINTS AND PUMPS IS THE RECOMMENDED METHOD TO FOR IN
STAKES OF ADEQUATE SIZE TO PREVENT TANKS FROM BEING MOVED BY H CH WINDS STALLATION OF FIBERGLASS TANKS. SEE DETAIL DRAWING.
MINIMIZE WATER LEVEL IN THE HOLE. IT IS RECOMMENDED THAT AN'EXPERIENCED DEWATERING
- ANY DAMAGED PIECES OF INSTALLED PIPE ARE TO BE REPAIRED OR CUT OUT AND
CONTRACTOR BE EITLOYED TO DEWATER THE EXCAVATION. THE TYPE OF SYSTEM REQUIRED WILL 11. * REPLACED P '
, , LIFTING TANKS. FREE TESTING PER MANUFACTURERS INSTRUCTIONS.
USE INSTALLATION LIFT LUGS TO LIFT TANK: LARGER TANKS HAVE MULTIPLE LIFT DEPEND ON THE WATER FLOW RATE INTO THE HOLE. THE HOLE BOTTOM SHOULD BE LTVCL,
, LUG(S)� 11
LUGS --ALL MUST IE USED. GUIDE THE TANK WITH GUIDELINES, DO NOT USE CHAINS OF ROCKS AND DEBP.IS. THE TANK MUST BE ISOLATED FROM THE PIPING `SYSTEM WHEN PRESSURE TESTING THE PIPING. - ALL PIPE MUST BE CLEAN FREE OF SAND DIRT, I , , T, OIL AND GREASE AT CONNECTION
OR CABLE AROUND TANKS. IF TANKS HAVE TO BE REMOVED, LIFTING EQUIPMENT MUST TANK PRESSURE IN EXCESS OF 5 PSIG WILL VOID ALL WARRANTIES. ENDS.
` BE USED. DO NOT ROLL OR DRAG TANKS TO THE HOLE, SET ON SMOOTH GROUND, FREE REINFORCED CONCRETE ANCHORAGE SLAB: -
11 ` OF ROCKS AND FOREIGN OBJECTS. �� APPLY AIR PRESSURE TO THE COMPLETED DISCHARGE LINES BETWEEN PUMPS AND IMPACT VALVES 17. CONCRETE
<•1., PROVIDE ANE THICK CONCRETE SLAB REINFORCED WITH N0. 4 REB45S�t2" O.0 EACH WAY IN AND TEST ALL JOINTS FOR LEAKS r AIR PRESSURE SHALL BE MAXIMUM POSSIBLE WITHOUT EX -
ALL CONCRETE SHALL BE 6" THICK '+
2. TESTING 6 INSPECTION THE BOTTOM OF THE TANK HOLE. CEEDING SETTING -0F PRESSURE RELIEF VALVE IN PUMPS OR AS REQUIRED BY LOCAL ORDINANCE , 3000 P.S.I. @ 28 DAY READY MIX WITH MAXIMUM 4
IF MORE SEVERE.` ! SLUMP. FINISH SHALL BE WOOD FLOAT WITH A LIGHT BROOM FINISH.
ALL TANKS MUST BE VENTED AS -TANKS ARE DESIGNED FOR OPERATION AT ATMOSPHERIC = BED _ - +
P DROP TUBE FITTINGS ARE NOT TIGHTENED AT THE PLANT AFTER BACKFILLING AND COMPACTION OF SURFACE AND BEFORE INSTALLING PAVEM - - -
REBSURE ONLY. PLUGS AND
TO ALLOW FOR TEMPERATURE CHANGES DURING SHIPMENT. , PROVIDE A MINIMUM 12" THICK PEA GRAVEL BED ON TOP OF THE CONCRETE SLAB. PEA THE ENTIRE PIPING -SYSTEM ONLY WITH 50 P.S.I. AIR PRESSURE FOR 30 MINUTES OR ASSRE- '. 1
"- GRAVEL MUST BE GRADED SMOOTH AND LEVEL TO RECEIVE TANKS. CAREFULLY PLACE TANKS ON
QUIRED BY LOCAL ORDINANCES IF.ORDINANCES REQUIRE A MORE SEVERE TEST. � p�` /�
I, -, PEA GRAVEL BED. TANK IS TO BE SET LEVEL. -11 � 11 -
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{':' 18. FUT[JRf TANK GAUGING/M0NTT0RTNC SYS'rlTi
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. INSTALL A 4 ;,
DIAMETER GALVANIZF,D 5 [ _-
TLCL (SCHEDULE a0 .PIP. n '
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N,PIti SSURF..lI.$ r. - a' ' 111 , ,. 1 1 CAII. HAND TIGHTEN , , > .:. %/` / v . /y/G/,I 1,1J15 -10A.
IS) iNSTALLATTO - „ ; A CAP ON 1L11S 1 I1 L. RISLR YIl h . r0 BE OFFSET ( 2 AGt�T S,
1F RbLE CANNOT BE SUFFICIENTLY DEWATERED IT WILL BE NECESSARY TO INTRODUCE NOTICE FOR INSPECTION: AS SHOWN ON DRAWING. MINIMUM CLEARANCE BETWEEN TtiE CAP AND ��/ �y� /
O B 1R `1L5'rL'D To 5 1'51(; FOR A MLN1riUri Ur' �r5 li1NU'1'E5. 1IIL' EN'r1RE WATER INTO THE TANK TO SINK AND SET THE TANK. HI MAN C - a% _/, ' ,
TANKS ARE 1 L. A IS 9". T HOLE OVER "/��/� �c C
TANK MANHOLE AND FITTINGS ARE TO BE SOAP TESTED. THE PRESSURE.TESTING SYSTEM ' GENERAL CONTRACTOR SHALL GIVE REASONABLE,ADVANCE NOTICE TO 4e"A1"folclllj& .
IS TO HAVE TWO PRESSURE GUAGES (MEASURING NOT MORE THAN 25 PSI PRESSURE); BOTH •IIATER:. gEpgE$Eh-TATIVE AND ANY OTHER REQUIRED LOCAL AUTHORITIES FOR THEIR INSPECTION STUB -IN A WEATHER PROOF JUNCTION BOX IN THE " - �'
E MANHOLE WITH A SEAL OfiF AS PER
IN GOOD CONDITION AIdD HAVING BEEN TESTED AND CALIBRATED IN THE LAST THREE OF THE UNDERGROUND TANK INSTALLATION AND LINES PRIOR TO BACKFILLING AND ALSO NFPA SPECS. DO NOT POUR SEAL -OFF. THE JUNCTION 80X (MINIMUM 20 CU.IN.
MONTHS. IF WATER REQUIRED TO SINK TANKS. IN A HIGH WATER TABLE CONDITION, THE FOR THEIR PRESENCE DURING THE PRESSURE TESTING OF THE SYSTEM. )
MANUFACTURER'S TANK INSTALLATION INSTRUCTIONS MUST BE ADHERED TO EXACTLY. - -
' POST -INSTALLATION PRESSURE TEST: ATTER PRODUCT HAS BEEN PUT IN THE TANKS AND BEFORE YINAL ACCEPTANCE, THE
,' kA R WIT1TITi THE 21 v^ CA4^JT BF AT A EICFTR LirE T�_A T! OL"!SIDE C°_^L'�'7 WATER. STS Ir. SF.A:.I.-EE CO`m-LETELY PUFCF_D BY DISCHARGItiG PRODUCT THROUGH A L DISPENSERS
TANKS ARE TO BE AIR TESTED-TO'5 PSIG FOR A MINIMUM OF 45 MINUTES AFTER BEING ON EACH PUY2 SIMULTA_'v'EOUSLY AND CONTINUOUSLY UNTIL ALL EVIDENCE OF AIR DISAPPEARS.
INSTALLED IN THE TANK HOLE AND THE BACKFILL MATERIAL IS TO THE TOP OF THE IF WATER IS REQUIRE) TO MAKE TALK INSTALLATION, THE GENERAL CONTRACTOR WILL BE FO'1:LOWING PURGING, THE DISCHARGE LINES SHALL BE PRODUCT TESTED AT NORMAL OPERATING -
TANKS. ALL RISERS, BUSHINGS, PLUGS AND PIPE CONNECTIONS ARE TO BE INSTALLED RESPONSIBLE TO MAKE ALL ARRANGEMENTS FOR AND TO PAY FOR ALL WATER USED.
PRESSbRE AS RECOMMENDED BY THE PUMP MANUFACTUREIt'USING GAUGE INSTALLED AT PLUGGED
OPENING PROVIDED IN ONE DISPENSER OF EACH PRODUCT SYSTEM MOST REMOTE'FROM THE PUMP.
AND TIGHTENED PRIOR TO THE APPLICATION OF THE TEST. ALL TAN'MC FITTINGS, GAS- •
KETS, BOLTS AND PIPE CONNECTIONS ARE TO BE THOROUGHLY SOAPED A*ID CHECKED FOR GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR PUMPING OUT AND LEGALLY DISPOSING OF .
GAUGES SHALL BE SUITABLE FOR GASOLINE SERVICE AND SHALL HAVE A MAXIMUM READING OF
?LL WATER INTRODL'CFD 3N TANKS TO PROVIDE BALLASTS PUMPING OUT OF WATER BALLAST 125 P.S.I. THE IMPACT VALVE PLUG UNDER EACH DISPENSER SHALL BE SEALED WITH A WIRE
LEAKS. 1. SHALL NOT BE DONE TNTIL TANK INSTALLATION HAS BEEN COMPLETED IN ITS ENTIRETY- SEAL THROUGH"THE ROLE IN THE PLUG AND AROUND THE VALVE.
SOAPING OF THE TANK, MANHOLE AND FITTINGS DURING THE TEST IS TO BE DONE USING INCLUDING ANCHORS. AND FOLD DOWN SLAB, AS DETAILED ON DRAWINGS.
A SMALL GARDEN -TYPE HAND PRESSURIZED SPRAY UNIT. THE TEST SOAP SHALL BE A 12. FILL BOXES AND MANHOLE -COVERS
''.HIGH FOAMING SOAP, "SEAM TEST SOLUTION" MANUFACTURED BY WINTON PRODUCTS, LEVEL TANKS: I
k' CHARLOTTE, N.C.; AMWAY LOC HIGH SOAP; OR APPROVED EQUAL. WHILE LEVELING SET ALL GAUGE AND FILL BOXES, STREET BOXES OR MANHOLE COVERS ONE INCH ABOVE GRADE
ELINC TATS, II;SURE THAT MINIMUM DISTANCE OF 3'-0" BETWEEN TANKS IS AN'D SLOPE PAVEMENT FROM RIM TO GRADE IN AN AREA AS SHOWN IN DETAILS.
3. 'BED 'BACKFILL MATERIAL
MAINTAINED. WHEN ANCHORT)C, PLACE STRAPS OVER TANKS AND FOLLOW PROCEDURES AS
' OUTLINED HEREI'LIFTER. .1 CAUTION:
' - GRAVEL: ..
. ANCHORING: 1.TANK SETTLEMENT, TANK DISTORTION,. MOVEMENT IN CONCRETE COVER SLAB CANNOT BE
' FIBERGLASS STORAGE TANKS REQUIRE, A NATURALLY -ROUNDED AGGREGATE, CLEAN AAD 11
I TOLLERATED AND IF SPECIFIED MATERIALS ARE USED AND SPECIFIED PROCEDURES -ARE FOLLOWED,
- '`FREE FLOWING$' WITH PARTICLE, SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4" IN TANKS MUST BE ANa..DRED WITH A RrIN-`ORCED CONCRETE SLAB ON ALL WET HOLE INSTAL- NO INSTALLATION FAILURE SHOULD OCCUR. THEREFORE, IF ANY MOVEMENT, SETTLEMENT OR
I DIAMETER WITH NO PARTICLES PASSING T1IROUCH A NO. 8 SIEVE. USE THIS DESCRIP- LATIONS. ANCHORING SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S DISTORTION OCCURS, IT WILL BE PRESUMED THE CONTRACTOR HAS NOT FOLLOWED THE SPECI-
TION WHEN SPECIFYING OR ORDERING BECAUSE MATERIAL IS KNOWN BY DIFFERENT NAMES INSTALLATION INSTRUCTIONS. FIID"INSTRUCTIONS AND PROCEDURES AND THE CONTRACTOR SHALL IMMEDIATELY UNDERTAKE AT
IN DIFFERENT AREAS; THIS MATERIAL IS COrtr1ONLY CALLED PEA CRAVEL. HIS SOLE EXPENSE ANY NECESSARY CORRECTIVE MEASURES AS MAY BE APPROVED'BY THE
HOLD DOWN STRAPS: FIELD REPRESENTATIVE UP TO AND INCLUDING COMPLETE RE.*tOVAL AND RESETTING OF ALL
i ! STONE OR GRAVEL CRU,SHINGS WITH ANGULAR PARTICLE SIZE NOT LESS THAN 1/8" OR UNDERGROUND TANKAGE AT THE SITE. IF IT IS DETERMINED THAT tiiOkIEMENT,-SETTLEMENT OR
MORE THAN 1/2" IN bIAMETER, WASHED AND FREE FLOWING IS ACCEPTABLE 'AS AN USE PREFORMED FIBERGLASS HOLD DOWN STRAPS FURNISHED BY TANK FABRICATOR ON T& 'I DISTORTION HAVE BEEN CAUSED BY FACTORS BEYOND THE CONTRACTOR'S' -CONTROL, THE COST OF
ALTERNATE MATERIAL. THIS MATERIAL MUST MEET ASTM C-33 PARAGRAPH 9.1 REQUIRE- OF DESIGNATED RIBS. DO NOT USE STRAPS OR CABLES AGAINST THE TANK SHELL BETWEEN REMEDIAL MEASURES WILL BE BORNE BY OTHERS. - THROUGH ACCEPTANCE OF THE GENERAL CON-
I MENTS FOR QUALITY.AND SOUNDNESS. THE RIBS. ATTACH HOLE DCk:: STRAPS TO ANCHOR POINTS WITH "DIAMETER 6 X 19 PLOW TRACT, THE GENERAL CONTRACTOR DOES HEREBY -AGREE TO'`GUARANTE3`THE UNDERGROUND TANKAGE
1, I' STEEL WIRE ROPE LOOPS USING AT LEAST THREE CABLE CLAMPS. ALL STRAPS SHOULD' ;' INSTALLATION AGAINST FAILURE, AS OUTLINED HEREINABOVE, FOR A'PER'IOD OF FIVE (5) YEARS
THE TANK WARRANTY IS VOIDED IF -DIRER THAN APPROVED (ABOVE) BED AND BACKFILL TIGHTENED WITH TU.NBUCKLF_S TO GIVE A SNUG FIT OF STRAP TO TANK RIB. TURNBUCKLE I' FROM THE DATE OF FINAL ACCEPTANCE.
MATERIALS ARE EIiPLOYED WITHOUT PRIOR WRITTEN APPRQVAL. DIAMETER TO BE 1-1/4" HOOK TYPE OR 3/4" EYE "TYPE. `ONE TANK AT A TIME SHALL BE
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AND TIGHTENED WITH THE ANCHORING 13. _SUBMERSIBLE PUMP INSTALLATION
STRAPS
4. ,.HOLE_SIZE A SUBMERSIBLE PUMPS SHALL BE CHECKED TO INSURE THEY WILL FIT INTO THE 'TANK. SCREW
-, TEST' WELL PIPES: t 1 :.. PUMPS SECURELY INTO THE TANK OPENING AND ORIENTATE THE PUMP TO KEEP ALL RESISTOFLEX
i - a TANK EXCAVATION LIMIT:LIN? IS APPROXIMAI 1, r FITTINGS VISIBLE AND.SERVICEABLE WITHIN THE FIBERGLASS RISER. LEAK DETECTORS SHALL
• - -TEST WELL PIPES WILL BE INSTALLED IN ACCORDANCE WITH DETAIL DRAW
"~ INGS. TEST BE INSTALLED BEFORE THE UNIT IS PLACED IN OPERATION AND THE SYSTEM IS COMPLETELY
i a.., , - . „ ;_ _ , _ :..., , - F1ELL ` P P S 'I " ^ r 4
I E WILL BE 4 SCHEDL 0 P.V.C. PIPE SLOTTED AS INDICATED. CUT .TO PURGED OF ALL AIR POCKETS. CAUTION, DO NOT INSTALL SUBMERSIBLE PUMP WITH WATER IN
PROPER LENGTH TO FIT TA14Y I?'JLE A4J CA°PED AT BOTH ENDS. UPPER GAP SHALL BE:. -TANK. r
5:_ BURIAL -DEPTH AND COVER REMOVABLE TYP PER'fIT GAUGING FOR WATER AND PETROLEUM PRODUCT DETECTION.
`.,• HOLE DEP " 1. 14. DISPENSER INSTALLATIONS .
TH MUST.BE'DEEP ENOUGH TO ALLOW A MINIMUM OF 12 BACKFILL BED OVER THE'. -" T •..n
. $. INTERNAL PIPING AND
'-- ;'v` : HOLE BOT TOM' OR `CONCRETE SLAB. TANKS SHOULD HAVE A MINIMUM COVER DEPTH OF 3'-6° ' .
x S ,-
. ,, ,BELOW DISPENSERS SHALL BE INSTALLED LEVEL AND ANCHORED TO CONCRETE PUMP ISLANDS WITH A
YARD GRADE WHICH INCLUDES A 6 THICK REINFORCED CONCRETE PAD. REFER TO � oINCSTEEL ANCHORAGE BOX FURNISHED BY GENERAL CONTRACTOR
I,. THE cCLEARAN(�S F^OM TRE Tb_ C. FI.aL,, TO TANK BOTTOM MUST BE MEASURED TO INSURE ( ) '�''
r DETAIL DRAWINGS FOR CONCRETE SLAB DETAILS.
45�
THAT ADEQUATE CLEARANCES p°W Y_4Ih:AI :TJ' FOR REMOTE PUMP, )FILL TUBE, `OR ANY OTHER .
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M. ZNTERPIAL PINI\G INSTALLED. , INSTALL AND ADJUST HOSE RETRIEVERS, ALL ;SWIVELS, HOSES, NOZZLES, NOZZLE HANGERS AND , + A0
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HOODS . I % ,d .� 'A
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3 LOCK'ALL DISPENSER NOZZLES.' KEEP DISPENSER SHIPPING CARTONS OVER DISPENSERS FOR CLARK •
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' . ` PROTECTION` UNTIL THE HOSE RETRIEVERS ARE INSTALLED. ?� Io CML ..
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T , � E,Lr6/�!/ f�Yi(/G'- 1REPRESENTATIVE WILL BE PRESENT UPON RElSOVAL 6 INSTALLATIO"i11
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r OF TANKS �AVD� ALSO UPON -COM YTION OF PLAN TO CERTIFY -WORK COM- NOT/FY *��f0/.�. TO COrV51 'tJGTR?it/ Sy`/IA2T A.vO ' t I
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� '. PLETED ACCORDING TO ALL .SPECS 6 . T r5, p.R/O� kS
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"STRUCTURAL SPECIFICATIONS
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_XERXES INSTALLATION INSTRUCTIC,,S FOR DO ETE 4; ,LL T/� ;lS I1UST : i
, FOR INSTALLATION OF TANKS ',
1.BE COMPLI D H. NSTALLA IO,I C SCI. ECO -.,,LE ED. ,
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"I II 1. CONCRETE. N.W.C. 145 PCF MIN. G E - •.•, ra
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I WHEN TANKS &-PIPING ARE -REMOVED NO -PRODUCT SHALL BE SPILLED i <
3000 ;TSI (28 DAYS) , -
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INTO EXISTING SOIL:11! _ �1,V�A
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TRAC R WILL CALL DIG'SArE'NUMBER'48 HOURS PRIOR. STI
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GENERAL CON TO .. S, MASS. , ,.
0, XCAVATING TANK HOLE 1 800 322 484>a
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