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HomeMy WebLinkAbout0112 BARNSTABLE ROAD - PLANS Getty Petroleum Corporation 112 Barnstable Road Hyannis, Ma A=327 055 720.92 ? LEGEND Q' Permit ��37365 �� £.� c; a Water Gate _ w -- Wottlr line ' Ow - 0,*erheod Wif es I Gate -- D -- Orauiage Line ��' + '� Gas o- Utility Pole _-- S -- c yLy )ewer pine j C) r �`f- Hydrant - - G Nat �P � — ural Gos Line 1109 Manhole - Property Line 3 LOCUS —i `T %% y ® Drolnoge Manhole Exist. Contour Line \ Catch Basin -00 — Proposed Contour Lase �h 0 \ Monitoring Well Cu y Pole or Wire f rige Wetlands Tree /�� - p ; -. ) � j4�, wetlynrl� ►IAir I�kV_. ® AJxI 30.00' ! a r c1 / PROPOSED LA DS A E AR / RELOCATE UTIUTY POLE '�] •' AND TWO GUYdr - - % � �• � � / (BY OTHERS PRO SED 8' DIA_ % 1 �\ PRE S T OR LL.10 o t ' PVCLOQAIIQN-- PLAN. NOTES: G PROP- 6" NC. CU �-� 1 ALL UT►t I TY LOCATIONS ARE APPROXIMATE, i T) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ? ! CONOUi TS, PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT 1 OF EXCAVATION OF ANY TYPE. CONTRACTOR MUST VERIFY '_� �s (T`(P 4� DIG SAFE 48 HRS. PRIOR TO ANY EXCAVATION. 1 r- IREMOVE E)UST. ISLAND0 Rilo' / F- 1 �- H I `% 2 EXISTING TANKS, PIPING AND APPURTENANCES ARC TO v �- , ! PROPOSED CATCH �1 - - I BED REMO'vED ANO DISPOSED OF IN ACCORDANCE WITH ALL - BASIN (TYP 2) I'rn __ - - FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. _ - -- J. SAW'C1J1 EXISTING PAVEMENT WHERE REQUIRED TO R=45 i -- ---^- REMOTE EXISTING TANKS AND/OR PIPING, CONTRACTOR TO I I (;RAN. CURB L - Y . DETERMINE LOCATION Of EXISTING; PIPING !N THE FIELD � !� ' 4 4. CONTRACTOR TO INSTALL PROPOSED PIPING AND VENTS EXISTING SINGLE STORY MASONRY 2 BAY REPAIR WHERE INDICATED ON PLAN. �2 64 GARAGE" (TO REMAIN) �y 5 ALL CONCRETE AND BITUMINOUS PATCH AREAS 70 / MATCH EXISTING GRADES. REMOVE EXIST.- ' 3A �, ; 48. �. CURIBIN tNSTALL NEW 180 GAT. A/G - ,T- / 6. EMSTING SITE IS TO BE SKIM COATED W BIT, CONC. PAV'T. - -Ti1• 'BENCH` TYPE WASTE OIL TANK r CONC. PAD ELEVATIONS OVER TANKS Ae AT ISt ANDS SHALL `26 r BE SET AT ELEVATIONS TO ACCOMOOATE_ THE SKIM COAT ` PROTECT W/ BOt_LAROS, VENT � TO OUTSIDE OVERLAY (DEPTH OF OVERLAY TO 8E DETERMINED BY GETTY r --- = - � t 1 `- / r IEL.D ENGINEER). ,� *• 131 ,30'` =_;��'� I 1 REMOVE EXIST. 5W GAL i �. , "-- '� Y1=�--� '��" - � 1 � \ 7. NLL WORK IS TO 8E PERFORME:D IN ACCORDANCE: WITH WASTE TANK U G r j "' ��� � C.U' CANOPY COLUMN (TYP 4) 'cs--1, t 1 WA OIL ( / ) O �- " \ II 7• rG , '1 1 47' 05 ! f U.S.H.A. REO(JOE.MENTS. _ I - O ll _ • m i 8. I'RUPO:kD TANKS AND PIPING ARE TO BE INSfiALLEO IN _j ACCORDANa WITH ALL FEDERAL, STATE AND LOCAL CODES "' -- — AIR 35 _ C:OM ► AND REGULATIONS S ' { s'o 10' 1 / I I OHO _ - 9. 'ONTRACTOR SMALL. NOTIFY LOCAL" FIRE DEPARTMENT I 3 4 2 4' _ 35 -- - , i - - e FURNACE I I r AND OBTAIN PROPER PERMITS PRIOR TO COMMENCEMENT 1 i ► t I SALESROOM 1 UTILITY ROD_ REMOVE EXIST. 500 GAL. 10. CONTRACTOR SMALL iDENTIFY TANK DISPOSAL SITE. REINF. CONC. MAC' W/ P.L_ r- '- - — FUEL OIL TANK U G 7 1 -'-� - - R/R ( / ) 11. TANKS ARE TO BE AIR TESTED ABOVEGROUND. TANK SYSILM R / (TANKS AND PIPING) ARE TO BE PRECISION TESTED BY AN F — _ '- , INSTALL NEW 275 GAL A/G INDEPENDANT CONTRACTOR UPON COMPLETION AND BEFORE TANKS _ PF40V 4t1'x24' CANOPY t _ �_ 26'-9 / FUEL OIL TANK IN BLDG ARE PUT INTO SERVICE. ARRANGEMENTS ARE TO BE MADE BY OVER 2 NEW 12'x 4' PUMP + - r V7`NT TO OUTSIDE CONTRACTOR. ISLANDSPROP DIBM_ 10' 12. ALL CONSTRUCTION DEBRIS IS TO BE REMCIVLD AND DISPOSED OF \ R-20 - ; PRODUCT PIPING FIBERGLASS TO AN OFF-SITE LOCATION. . 1. 22' 13. D.E.P. SHALL BE NOTIFIED IF SOL IS CONTAMINATED. I REMOVE EXIST ISLAND - - ; 0 p00 GALLON / R 45' / 01 � FI BOX 14. ALL PRODUCT VENT AND STAGE II VAPOR RETURN PIPING SHALL GRAN CURB \ONT ° ° ® INE REMOVE 3 EXISTING SINGLE WAL L BE PITCHED 1/8-/F I. TO TANKS. ELK U�y R- UNLEADE �Q STEEL UNDERGROUND FUEL. TANKS Ib. CONTRACTOR IS TO PROVIDE TO THE: GETTY ENGINEER THE DEPTH . F E REGU N v (2-5,000 ANO 1-6,000 GALLON) AND BELOW GRADE OF TFIE TOE' be BOTTOM OF THE UNDERGROUND --INSTALL 2-10,000 GAL DOU81_EWALL STORAGE TANKS INSTALLED. j SCgpE R.10' (_LON\ 36 FIBERGLASS UNDERGROUND FUEL 16 EX15TING PROQERIY LINE TAKEN FROM PLAN OF LAND IN HYANNIS, STORAGE TANKS W/ REINF. CONC 4 / PROtp fq FILL BOX MAT OVER. BARNSTABLF, MA FOR TIDEWATER OIL CO. DATED JAN. 1 D , 1966 LAN eiT C DED GASOuf1 \/ CONDITIONAL 6/16/94 COURT / 9132 A- 2 CERT. # 21+569. EXISTING DETAJL AND TOPOGRAPHY CONDIIONAL APROVAL REC � PER ACTUAL FIELD SURVEY BY BAYSIDE ENGINEERING '>,SSOC.. INC. °NC. 1 I �SIOEkgC • O PROPOSED VENT RISERS IN JUNL 1994. I _ 17 CONTRACTOR IS TO INSTALL ADDITIONAL CONDUITS TO ISLANDS PROPOSED MONITOR WE'LL (TYF 4) ',ELF c - c R�1 r�- p A / / / �` TO ACCOI.ICN)ArE FUTURE CANOPY �Ik ,ELF .,ERACL/1`IRE. SUPPRESSION G RELOCATE/REMOVE EQUIPMENT, STUB k CAP BOTH ENDS. i `-- � - ,� o r !! C �_ R U TIU TY GUY POLE S / (BY OTHERS NO OA rE {}E`•y(;,pIP 111JN � ^ ASSESSORS MAP 32 ? !••OT t $/11 94 ISLAND IENGTH, COLUMN SPACING ; 0,1 AREA " .39 ACO.'I. 8 17/94 TOWN MANAUER COMMENTS FROM PUBLIC HEARING I I I L C. 9132 A— 2 CER 1'. 21,669 8/29 94 ;ADD INFO REQUIRED FOR SITE PLAN REVIEW INSTAL NEW 3" S.W. STAGE I VAPOR / _ . ----- _. RECCvERY MANIFOLD W1TN COMMON '4 tUZt 41��1TE PLAN RCV1Ew COMuENT; - y STAGE I CONNECTION BOX_ FriV T' 7y?011A �f COR - � �f`' GETTY . ETROLEUM CO' " T1 `\' I J �' �'Z Q 10,1V,4Z OTi4 Mi, 125 JER O 71✓F(NP1,-<E JEWHO KY. I �-10 '� 01rXT)rR 180.4D .AND ,KUSS,4SU/r AVSNUL' �',+IST PROI�ID�S'NCd ��: PROPOSED SITE PLAN rrL (40,)4�34- ,,w / rdx (4,qf) v, ff14.1 112 CARNSTABLF ROAD AT CENTRE STD' _—T a TO l"" BAYSIDE EYCINA�71MVC HYAI�NIS BAR`'STA LE' !��AS;ACHUSET i � 3 C ( Ahti ©1' (11r) r `CAf.'t !r-.1t U UA('t tiI �SSOCl�4 T 5,- - �\ � �, � •• •.� INC. �A� e� c►o AfrPo�,fL) laY. r IN rr:Sr I _...__ \ V,y 1'"Et"XED Tar J. I< tluch - la ct �, ` •y�=P•• �.� .ARCH/TBC�;S .R 21 NG, 7 �` ,ti a<�'• ; S J//DDL�'.S GX .f Yh NUBS' S c,� f'fr 4'lLl �GI. I I ru_ (ofilsgs- "AV / AAX (e,7)"a-swas DWG N REV. V air; � y i Getty _71 ------ --- -- - PROPOSED CANOPY LEGEND (TYP. 2) SEF DETAIL BELOW CANOPY COI UMN ( TYPICAL OF 4) =++ I I v F OVIL DISPENSER ( T rP OF 2) I I I I 1 I IbqI / TOP OF PUMP ISLAND ! -- -- - -FIN. GRADE (CONCRETE MAT) - CANOPY FOOTING L J / (TYP OF 4) SIDE ELEVATION J - - � - - -L � .-I- SCALE: I 3/8" = t ' O" r _ ._ 1 1 -- WHITE, INTERNALLY ILLUM. NEON "GETTY" CHANNEL LETTERS 1' AREA = 121 S.F EA -- ----------- ---- -- _----- - --- ------- --- r,�{ j .---- ORANGE CANOPY FaCIA ettyi b.. �- + YELLOW — , — YELLOW , - CANOPY COLUMN PROPOSED CANOPY LEGEND - TYPE ' ( r YPICAL OF 4) y NOT TO SCALE 4 FUEL DISPENSER 1 — (TYP OF 2) 9 0 2- R E V 1 8 i 0 N 8 Wes. DATE � 1 2 i CETTY PETROUEUM COr �O ' °� 'I�0 *' TOP OF PUMP ISLAND 126 JERICHO TLRNPIKF JEF?'CHO, NI.Y. 1 ----- -- - - -- - - - - ---- - - - - -- -- - - - -- ----- - -- - --- ----- PROPOSED CANOPY AND C, APHICS PLAN { ' 112 BARNSTABLE ROAD Y,�S�`II��' ��NG'IN,6_�4-7/ (BARNSTABLE), ASSACN!JSETTS HYANNIS � - - _ - - �, ti f / DRAWN BY: IO I�;r LE-. ... AS Ti DATE 8 `25 /9 o A S..S 0(71A IT, S ! NC/ TRA�C:ED BY: GI 0 APARG'v'T_D 3Y a EN Q �L�VA TI QN ,4RChVFiF6TS d- ENCINA'AWS c B*t i V.(1 ' SCALE.' 3/8" = 1 ' - 0" 5 �llDDl,�'S�'X A VEWUT S00 W V1LLA', V.4. ' rAZ (6>7)625 —4696 FAX (6/7)6.15— 5095 WG NO. 9 4-0301 CP . DWG y EBW 705GL-5 CALLON 12 -----, �I CONTAINMENT DEADMAN ANCHORS • • BACKFILL (SEE SPECIFICATIONS) t _ T. OPW 171 IT - CAP 15 /- --_ - WHEN USING DEADMAN ANCHORS IN MULTIPLE TANK INSTALLATIONS, EACH — OPW 161 1 AV -- ADAPTER TANK WILL REOUIRE TWO DEADMEN IF ONE DEADMAN IS USED FOR ADJACENT TANKS, IT MUST BE DOUBLED IN WIDTH. A SEPARATE ANCHOR POINT MUST �I —� _z TANK Z —TANK BE PROVIDED FOR EACH STRAP. REBAR ANCHOR POINTS ARE INCORPORATED - , I �_ G!AFAETFF2 DIAMETER ., REMOTE MANIFOLD WITH THEIR LEGS ANCHOREC UNDER THE REBAR REINFORCEMENT, SPACING - ' I l -' 4 GALV. RISER - .. ----------- ---- ---FOR ANCHOR POINTS IS DETERMINED BY THE NUMBER OF ANCHOR POINTS - - `� I �' `� SHOWN ON TANK DRAWINGS. , .. 2-4 i 1 VAPOR CONNECTION SLOPE OF WALL TO BE ----�_ � 24" M,N._� I ______-_- TO VENTS -_--� EBAR DETERMINED BY SOIL STABILITY � , (MIN, SLOPE 1"/ft.) I MIN (NOT TO SCALE) ; WIDTH ALL ANCHORING METHODS OF STANU.,FG UNDERGROUND pO O SMOOTH RADIUS - THREE-TANK SYSTEM "� -' f- I 13" MINIMUM PER ANCHOR LOCATION ANCHORING STRAP AS TANK DIAMETER 4' 6' 8', 10', 1 SPECIFIED BY THE TANK I i REBAR ANCHOR ---- —__ ______. MANUFACTURER TURNBUCKLE POINTS CENTERED DROP-FORGED i I I TURNBUCKLE DIAMETER I ( 0 0/ I I o o /\ I HOOK TYPE 3/4" 1-1/4" - 6" REINFORCED CONCRETE BEAM .JAW TYPE 1/2" 3/'4!' 1 I 1 I TYP. BEAM TO BE 12" X 1 IN EYE TYPE 1/2" 3/4" + �--,i' u,� _ � CROSS-SECTION (MIN.) LENGTH I I I I 6 OF BEAM = TANK 1_ENGTH RISER PIPE CAP do FITTINGS ^I ► I + 1 FOCI, EACH FND I I I I 24" SQUARE ACCESS BOX ---- WIRE ROPE DIAMETER - � � ► ^' - ����- ��' T 1 6 X 19 3/8" 1/2" I_ (IMPROVED PLOW STEEL) -I i— I-( _ I --_--! t 2" --_._' � '-� DO NOT USE WIRE EYEBOLTS OR BENT III-I I--) 1 (-� j (�f i I—� ( I�� I i I + I I '\ 3 MN. v r s STEEL. EYEBOLTS. -� _ 1. TANKS MUST BE ANCHORED WHERE HIGH WATER TABLE EXISTS,6 REBARS EVENLY SPACED NOTES: SURFACE WATER FLOWS THROUGH HOLE OR OTHER WATER I -�--- WIUTH CONDITIONS MAY EXIST I I I t I CONC. DRIVE PAD — -- 1/8" VENT HOLE AN ANCHOR POINT CAN BE FABRICATED FROM REBAR AS FOLLOWS I I I ! `H 2. USE FRP PRE-SHAPED FIBERGLASS STRAPS LOCATED AS SHOWN / (1 STRAP/ANCHOR POINT) ON TANK PLAN VIEWS CONNECTIONS TO FRP STRAPS 4" THREADED HOPE rPfPL MIN. REBAR SHALL BE MADE WITH WIRE ROPE, TURNPUCKLES & CABLE CLAMPSCONTROL-- - TANK DIAMETER REBAR SIZE WIDTH Cj� �; W/ THREADED CAP AS SHOWN. JOINT I I I I RIGID CONDUIT WITH 4', 6' #6 4-1/2" 3. ALL HOLD-DOWN STRAPS MUST BE UNIFORMLY TIGHTENED. STRAPS MUST I EXPLOSION PROOF 8' #8 8" BE TIGHTENED UNTIL SNUG, BUT CAUSE NO DEFLECTION OF THE TANK ('�_�) JUNCTION BOX ! - HIGH LEVEL ALARM 10', 12' #10 12-1/2" 4. WIRE ROPE ANCHORS OVER THE TANKS ARE NOT ACCEPTABLE AS A MEANS i 00 OF ANCHORING TANKS. 4" STEEL NPT FITTING --- - LOW LEVEL ALARM \ / � TANK MIN. \ / COATED W/ FIBERGLASS RESIN DIAMETER HEIGHT WIDTH* *. A ROUND CROSS-SECTION 5 AS NOTED IN SPECIFICATIONS. ALL TANKS ARE TO BE SET LEVEL. - I 4' 6" X 6" CAN BE SUBSTITUTED IF THE 6 DIMENSIONS 2' MIN 0 ti 0l I BRINE SURFACE 6' 1?." DIA EOUALS OR EXCEEDS , 8' 12" X WIRE ROPE DIA. (6 x 19 PLOW STEEL) = 1/2" 10, 12" X 18" THE DEADMAN WIDTH 12' (SEE OCF PUB. 3-PE-9632) TURNBUCKLE, JAW BY JAW ENDS 8' DIA. TANK = 1-1/4" X 12" KEYED I 8" _+ 4' and 6' DIA. TANKS = 1" X 6" CONSTRUCTION I JOINT --- EBW 705GL-5 GALLON --- I 1, REMOTE MANIFOLD - TANK ANCHORING DETAIL VAPOR RECOVERY j TEEL TANK is - �-- - --_ (NUT TO SCALE) CONCRETE DRIVE PAD PLAN VIEW I-IYDRO�TATIC MONITOR RISER DETAIL SEE PIPING DRAWING FOR TANK SIZES AND LOCATIONS (FOR USE ON FIBERGLASS TANKS) (NOT TO SCALE) (NOT TO SCALE) C__ o00 42" WATERTITE ('�-- .._.... .�..�..._ _ ._..._...__..._.�......._--.._.-_.,.._...._....... MANHOLE FIBERLITE EQUIPMENT SCHEDULE c� co c� cI c1 o BY N0, DESCRIPTION L,r ;, L � UNIVER �A_. EB'rr ' 4" i�ALV RISER (T`(P.) FURNISHED ITEM � ;.•., � � I SPECIAL SUPER UNL REGULAR �� EXPLOSION PROOF 3" FIBERGLASS VENT/STAGE II PIPE p FmIosu�-r' 0/1, Turbsr:.e Enclosure Model # STE--4.•F3 z 4,�' W `>1P um JUNCTION BOX (TYP.) - 000,01-010101 { - 3" FIBERGLASS MALE ADAPTER 2 Dispenser Pun Enclosure Environ Prr,ytite Dispenser F on #426RC Series _-- RED JACKET # XLP-31 (5 - 1 0 OPW 233-4433 EXTRACTOR FITTING Tanks 0/'C Tank (Detail --- - - LEAK DETECTOR u / specs furnished on request) --`-` — / 4 Electronic Monitoring System weeder Roof - TLS 350 a �' 9 EBW 705CL-25 GALLON CONTAINMENT RED JACKET - STF WITH 5 CNI 216R-18S M.H. 19 SIP Red Jockel {r 1/2 HP) w/ XLP-31 Leol, Detector 1 1/2 HP MOTOR - - i (3 PLACES) 1 1 OPW 53VML--0210 BALL FLOAT 'VENT VALVE Flex Connectors Trteflex Corporation Solt Sate 30 OPW 1 16 - CAP 20 Product I.D. Markers - - - - -- 787-201 SUMP SENSOR (3 PLACES) 17 OPW 634TT -- CAP - -_ T_ -- - r 24" IN ALL BROOM 8 42" 0 SIP Streetbox Fiberiite FL--42 (Watretit* Monhr,e, OPW 633T - ADAP tOR f— DIRECTIONS FINISH TOP I 9 ----- - - - _ - 2" FULL PORT -;/4" CONDUIT--1 \ / � r SpIII Contralr,er / OF CONCRETE FX BALL_ VALVE _ TRACTOR: 10 __- l-, ---- Base: 233V-4433 ------ - - � •--I -� ' - Getty 11 Ball Float Asserr•:t>>y� 53VML.-U?1^ _ 12 Streetbox 705CL--5 OWENS CORNING TURBINE ( ----- \ / Q l- EDGE OF CONCRETE 15 ('rod Line Safet Valve 10RUSCP ENVIRON POLYTITE � II ++ i ii ENCLOSURE MODEL# STE-42 B �. �\ Y `"- DISPENSER PAN i f I f ` / - --- � \ 8" CONCRETE PAD 14 Stage I V.R. Adaptor 161 1AVB-1625 t I 2" TITEFLEX "SOIL SAFE 30" fi _ _ _ - . USCP (13 • � � RE . . --- -_ 1 10 GA WI M SHUT-OFF VVALVE ` BLE CONNECTOR ! i ---- - t=_. _.__.__ / µ. �;w;. •i a i - 0T� E�H 6 Stage I (R cap -- T ,/ WITH 6 x 6' t 1 11 �, i Dro Tube 4" Aluminum; 61T •. LLj ____ ?�l P n y -_ t�t.�4, i. �a' •►4s �� %1�3, tr -- Fill (4" Dia PIPE ENTRY BO T --- — — — — --- — `' ::r: r*", ;ti CNI 16R-18S MONITORING WELL MANHOLE WITH 17 Cap - Top Sea! 634TT-7085 4'" CONTAINMENT y ., _. ;_,.__• :: {; :. .;.:: ;� �, ,. t ;t:•:..:�. ....,,� r C 2 ! �ESEKVE_ilE.' . - :,�.:.sk+, �.•s :J: �'? ,;"�{. .t.:: ,�!!�'.. ti1 ' CAP 18 Adaptor Cap meal 6 3T- $1$0 "OLLA a' s^•,�o• . »•� ;r.� OPW 1 ALL FIBERGLASS PIPE, FITTING` ��.`' '�• ,�' -��-" `- �- _ � _._., W • .._ .. ...._ L� ` • it •1�''d"'t �' •.t r;.=• z, T. nk , NI 216 -1$S AiR �e •+,;, a Monitoring treetbor: _ AND ADHESIVE SHALL BE U.L �'� ,' r,,,f,,�.• \ T 5 C' R M.H.M H F flELU APPROVED FOR PETROLEUM C TO PIPE. ILL 20 Pipe Cap PRODUCTS ALCOHOLS AND DOUBLE WALL- 4" DIAMETER Jr I I I I t �' ,'�E: ; MONITORING WELLS, TYP. 21 Vent Cap �`3 ALCOHOL—GASOLINE MIXTURES, FIBERGLASS I ; I �., _ _ _ APPROVED MANUFACTURER: PRODUCT PIPING I III { 1 ;i AMERON DUALLY 3o00/I ?.2 Raised Island Forms -�fot, (or Owner uppr,�ved equol)�-___.___.._..___._. PRIMARY PIPE ; I I ,. I t. 1 -6' & 3-4" SLOTTED Tyr?e FRP PIPING tPrimary, , I �'' �� I PVC MONITORING WELLS TO Telescoping Secondary, Vneron Dualoy 3UO0/_ - _ BE MANIFOLDED PER SPEC Vent and Vapor System) - -- - ( �: I {, N/A = NONE APPROVED I I y - ( I General Contractor shall instal( all ,3G�nl,rnent and provide all other materials, including a fockset for oil fill caps. Ail components shop be new. O/C TANK 3 MODEL DWT TYPE I) ( I f I ' No, F — REVISMNS DATE BY CHK, WITH HYDROGUARD SYSTEM 1 !!+ I OPW (SEE SITE PLAN FOR SPECIFICCREATED TANK INSTALLATION PLAN FOR HYANNIS SITE, 1/10/95 PML- SIZE AND LOCATION) 7� `.: _�_ •C -PROJECT MANAGERS.•_ __:. , ,`_ ML do CONSULTING ENGINEERS ti ALL BACK FILL •ENVIRONMENTAL dt SI E PLANNERS -MUNICIPAL ENGINEERS TO BE PEA GRAVEL ,• :~ --- Sl►BMERSIBLE PUMP .. ;:--' L I: { �� �/ �% �% �/ •�% j , q 1�tnsr��'2 DRIVE N ACCORDANCE TO i i z AUBURN, VA. 01.W1 j� /f j� /f ff � FNtMINGfaAi.E, N.Y. SUITE z2o DlWf3URY, CT. MANUFACTURERS \� \� \� \� \� \�� x f3i}ftuNGTON. N.J. rF:1. (Ras) asp-r4da FaRFAX. VA SPECIFICATIONS. TANK BOTTOM DEFLECTOR PLATE (TYP.)- '/ ; FAX. (508) s:3z-etu4 - - . FIBERGLASS CHECK �� CNEGKE:Li I SCALE, AS SHOWN TANK ANCHOR SYSTEM ---� �_____- TANK INSTALLATION DATE, 10/20/94 TYPICAL FIBERGLASS TANK SECTION _ _ ---'- -- (SEE DETAIL #1 )THIS DRAWING AND ALL INFORMATION THEREON IS THE � DRAWING NUMBER REV. PROPERTYOF ^TREE ORGANIZATION, LTD. AND SHALL ! GEIFTY PETROLEUM CORP. t OT BE COPIED OR USED EXCEPT FOR THE PURPOSE l N!" TO SL,A�_t. W95soSTKi rOR WHICH IT IS EXPRES51-Y FURNISHED. THE DRAWING SS# 304882, 112 BARNSTA13LE ROAD PLETE) SHEET NlJM1HER ANALA BECRETURNED IES TO THEEOF POWNERARTIAL OONCDEMAND, HYANNIS, MA ;<. 1 r• 1 0 9 9550 TK 1. W . ,�. - • HYANNIS, MA / / .... .,.. ... ,..n... ..�...._fi.a...�,-ram .w. ... ,-,... i I. I A DOUBLE WALL FIBERGLASS GASOLINE PIPING SPECIFICATIONS 3" FRP 90 DEC. ELBOW SHELL— ___� • I ! I INS . LLiNG OF PIPING SHALL BE PROTECTED 5-3 STORAGE AND HANDLING OF BED/BACKFILL MATERIAL ON SITE 5-7. BACKFI - 3" FRP SECONDARY I 1 . GENERAL ALL UNCONNECTED PIPE }TUBS OR Ri_. --- PRIMARY PIPING SHALL BE DUALLY 3000/L BY 4,41ERON (OR EQUAL). DURING CONSTRUCTION AGAINST THE INTRUSION OF DIRT OR CONTAINMENT PIPE (TYP) ---- '� OTHER FOREIGN MATERIAL INTO THE PIPING SYSTEM. • ( + ! I ALL PRIMARY PIPING IS TO REMAIN ALCOHOL COMPATIBLE 2 FIBERGLASS. DO NOT ALLOW BEDS BACKFILL MATERIAL TO INTERMIX WITH AN AFTER SATISFACTORY CUMFI__E-fIUN OF ALL RECy?UIFtEU }E �.i iNG ! INSTALLATION IS TO START AT THE TANK CONNECTIONS ONLY PRODUCT PROTECTIVE CAPS USED IN SHIPPING THE PIPE ARE SUITABLE EXCAVATED SOIL OR OTHER MATERIAL ON SITE. AND INSPECTION OF PiPING, BACKFILLING OF TRENCHES TO �r �, ,.r. LINES, FILLS AND STAGE I VAPOR RISERS ARE INTENDED TO BE IF TAPED IN PLACE. CONTAMINATION OF SELF COMPACTING GRAVELS COULD RESULT SUBGRADE ELEVATION SHOULD BE COMPLETED AS REQUIRED FOR - --- -- -- - - - -- - CONTAINED. STAGE 11 VAPOR RETURNS, VENTS AND OTHER ASSOCIATED IN THE NEED FOR MECHANICAL COMPACTION OF THE MINIMUM % THE MATERIAL USED. PIPING IS TO REMAIN SINGLE WALL SINCE THESE LINES ARE NOT WHERE. REPAIRS ARE FOUND TO BE REQUIRED DURING MAXIMUM PARTICLE SIZES SPECIFIED PARTICLE SIZE I5 INTENDED TO CARRY LIQUID AND ARE DESIGNED TO PREVENT BOTH THE CONSTRUCTION, AFTER TESTING OR INSPECTION, THE CRITICAL FOR-SELF COMPACTION. IF IT BECOMES NECESSARY DURING THE COURSE OF -- ?" FRP PRODUCT I_INF (TYP) INTRUSION OF LIQUID AND THE TRAPPING OF STANDING LIQUID. DEFECTIVE PORTION OF THE PIPING SHALL BE REMOVED AND CONSTRUCTION TO SWITCH FROM THE STANDARD BACKFILL 5 FRP iEt SHELL---) j" REPLACED WITH APPROPRIATE NEW PIPE AND FITTINGS. IN FREEZING CONDITIONS, MATERIALS MUST BE KEPT DRY AND MATERIAL TO AN ALTERNATE SUCH AS SAND; SOIL • REPAIRS SUCH AS SLEEVE TYPE LINE PATCH OVER A DAMAGED FREE OF ICE. DO NOT INTERMIX GRAVEL, STONE OR GRAVEL T • . TaBIL_iZATION AND FILER FABRIC MUST BE INSTALLED AS PIPING INTERSTICES ARE TO BE MONITORED WITH LIQUID SENSOR.' � � � f - -- -- - • PIPE OR A GLASS CLOTH AND ADHESIVE BUILD UP OVER A CRUSHINGS, OR SAND IN THE SAVE EXCAVATION OR CONNECTED "' ___ - _ �• OPERATING IN AN ENCLOSED AIR ENVIRONMENT, PIPING AND INTERSTICES A BARRIER BETWEEN THE TWO INCOMPATIBLE MATERIALS. _ 1 JOINT FITTING ARE NOT ACCEPTABLE ON NEW WORK. EXCAVATIONS. (SEE NOTES ABOVE COVERING THE USE OF SOIL- APPROVAL_ BY THE OWNER'S REPRESENTATIVE MUST BE \ `ARE NOT TO BE INTERCONNECTED WITH TANK INTERSTICES. STABILIZATION AND FILTER FABRIC TO PREVENT- MIGRATION OBTAINED FOR MAKING SUCH A SUBSTITUTION. + BETWEEN DISSIMiLAR SOILS.) FOR CONTAINED PIPING, THE OUTER CONTAINMENT HARDWARE IS TO BE S' FRP 45 DEG ELBOW SHELL 3" DUALLY 3000E BY AMERON OR HiGH DENSITY POLYETHYLENE (HDPE)BY TOTAL CONTAINMENT, INC. REFER TO THE PROJECT SCOPE OF WORK 4--2. GALVANIZED STEEL PiPING (GALVANIZED MALLEABLE IRON 5-4. INSTALLATION OF SOIL STABILIZATION AND FILTER FABRIC 5-8. INSTALLATION CHECKLIST AND CERTIFICATE OF -TEST AND i" FOR THE SITE FITTINGS-SPECIFIC CONDITION. ) INSPECTION WHERE SOILS OF LOW` BEARING' CAPACITT' ARE: FOUND, SUCH AS CONTAINMENT HARDWARE IS TO BE SLIPPED OVER PRIMARY PIPING AND ' ALVANIZED STEEL PIPING HAS BEEN SELECTED TO BE USED IN PLASTIC CLAYS OR WHERE SAND/SAND GRAVEL MAY BE OF' A A COMPLETED "INSTALLATION CHECKLIST AND CERTIFICATE OF _.:. LEFT LOOSE WHILE PRIMARY PIPING IS JOINED. AFTER ALL SEGMENTS OF CONJUNCTION WITH FIBERGLASS PIPING AT SUCH LOCATIONS FREE FLOWING NATURE, SEPARATION IS NECESSARY BETWEEN TEST" IS TO BE PROVIDED TO THE OWNER'S ENGINEER/ PRIMARY PiPiNG HAVE BEEN SOAPED AND PRESSURE TESTED (50 PSIG WHERE SIZE OF THE PIPING, COMPLEXITY OF THE THE PEA GRAVEL BACKFILL AND THE EXISTING SOIL TO REPRESENTATIVE FOR APPROVAL UPON COMPLETION OF THE PIPING SHELL DETAILS MINIMUM FOR 1 HOUR), CONTAINMENT HARDWARE MAY BE JOINED, SOAPED ARRANGEMENT, STRUCTURE OR ABOVE GROUND APPLICATION PREVENT PENETRATION OR MIGRATION. WHEN THIS OCCURS, INSTALLATION.' AND PRESSURE TESTED (3 TO 5 PSIG MAXIMUM FOR 1 HOUR). PRECLUDr'_` THE USE OF FIBERGLASS MATERIAL. THE ESSENTIAL SUPPORT PROVIDED BY THE SELF COMPACTING Nu l SCALE: CONTAINMENT JOINTS ARE MECHANICAL MARINE GRADE (AtSI 304L OR PEA GRAVEL. CAN BE DISSIPATED AND PIPE RUPTURE CAN ALL TANKS AND PiPING ARE TO BE HYDROSTATICALLY TESTED 316L) STAINLESS STEEL BAND CLAMPS. TIGHTEN CLAMPS IN TWO PASSES ALL JOINTS OF PIPING SHAL; K MADE III'' tiITH AN APPROVED OCCUR AS WELL. AS SETTLEMENT OF THE PIPE RUNS AND YARD FOR TIGHTNESS BEFORE PUTTING SYSTEM INTO SERVICE. AS FOLLOWS: GASOLINE PIPE- `)IMPOUND AND TEFLON TAPE. PAVING OVER THE. PIPING. REPORTS SHALL BE SUBMITTED TO THE LOCAL FIRE CHIEF t AND TO THE OWNER'S ENGINEER/REPRESENTATIVE. 4-3. FLEXIBLE CONNECTORS T - Lamm FIRST PASS........... .35 TO 40 FOOT POUNDS TORQUE •HERE ARE SEVERAL INEXPENSIVE, INERT SOIL STABILIZATION SECOND PASS............60 FOOT POUNDS TORQUE AND FILTER FABRICS AVAILABLE' WHICH PROVIDE A SEPARATION FOLLOWS CONNED ` tkS ARE 1Ci BE INSTAL-1-4 THE BETWEEN EXISTING SOIL AND COMPACTABLE BACKFiLLS. LINING CONTAINMENT HARDWARE MAY NOT BE JOINED BY USE OF FERNCO BOOTS. FOLLOWING 'ti01MT THL' PiPE TRENCH COMPLETELY WITH SUCH AN INERT FILTER USE ONLY HDPE CONNECTORS BY TOTAL CONTAINMENT, INC., FOLLOWING FABRIC WILL PREVENT MIvRAT!ONS OF THE PEA GRAVEL ENCLOSED INSTALLATION INSTRUCTIONS. A. TANK + ^�etrtErTIONS fiJ VENT OR VAPOR LINE`^ BACKFIL.I~ IN'TID THE SURROUNDING AREA OR THE INTRUSION OF TINES IN1`C_ THE PEA GRAVEL FROM F-X!SrING SOILS 1T NOTE: THE FERNCO FLEXIBLE BOOT MUST BE LEFT IN THE B SUBMERGFC �i. MPS AC L AS A SIABILIZ.ER TO INCRI'ASE S<�+4 BEARING VALUE BY OPEN POSITION AT PRODUCT PIPING INTO SUMP WHEN :)PREADING LOAD.`.= OVER A WIDER AREA. FUEL PUMP ALL WORK AND TESTING HAS BEEN COMPLETED. REFER C. BETWEEN RISER(S) UNDER LAC-H DISPENSER Ar': -IbERGLASS k TO THE DETAIL DRAWINGS. PIPE: SUNS AS MAY BE REQUIRED APPROVED MAI-ERIAI N'. '.UDE THE FOLLOWING: MONSANTO "BI#:);M" C 21' ._. 4 OZ./SO, YD. WHERE FLEX CONNECTORS ARE COMPLETELY CONTAINED (I.E. NOT IN r SWING JOINTS CONTACT WITH GROUND WATER, NATIVE SOIL OR BACKFILL ,MATERIAL), EQUIVALENT FABRIC,-, BY OTHER MANUFACTURERS MUST BE STANDARD STAINLESS STEEL CONNECTORS ARE ACCEPTABLE. WHERE FLEX APPROVED BY THE uN14FR'S ENGINEER 'REPRESENTATIVE. TOP OF !BLAND UNDERGROUND AT BASE ,F R�Sk R`S PIPE SWING JOINT ✓ q W _ CONNECTORS ARE NOT COMPLETELY CONTAINED, ONLY ANTI CORROSION ONLY - CONNECTORS MAY BE USED. MAT'ERiAi_ SHOULD BE CUT ,.; AN APPROPRIATE WIDTH FOR 1HE y- } FLEXIBLE CONNF TORS SHOULD NOT BE �.15Er7 Ft)Ft MAKING DEPTk4 AND WIDTH OF THE -IPF TRENCH SO THAT THERE. IS ANTI-CORROSION CONNECTORS ARE AVAILABLE FROM TITEFLEX. 90 DEGREE BFNOS IN THF. • PIPING SYSTEM. r C'WEVER, THEY `�UF€,,CIE1NT MATE�RIAt- tCr OVERLAY T,,wE TOP ED(--, S OF THE o 0 0 o - 4 MAY BE USED FOR SOME: DEGREE OF MISALIGNMENT. T� 'UCH DURING PIPE_ INSTALLATION AND MAKE A COMPI,EI E ALL FILLS ARE TO INCORPORATE AN-OPW 61 SO AUTOMATIC SHUTOFF FILL. EN'V-ELOPF (,F THE SACKrILL AT SUBGRADc_` AS SHOWN �t0N THE - FLEXIBLE CONNECTORS SHOULD BE INSTALLED So l l• T THERE DRAWING` � 'I� � MINiM,)M 6" LAP AT THE TOP. LAPS OF EFFECTIVE IMMEDIATELY, THE APPROVED SPILL CONTAINMENT BOX FOR ALL IS NO RADIAL STRESS OR TWIST IN THE HOSE WHEN JOINTS MATERIAL aI_;'-"�_ THE TRENCH EXCAVATION SHCA IL.D BE A FILLS WILL BE: AN EBW NO. 705BBG (REFER TO DETAIL DRAWINGS). ARE ASSEMBLED. M'iNiMUM OF ; t Et ENVIRON POLYTITE / THE GENERAL CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER A PIPE SWING JOINT SHALL BE COMPOSED OF TWO ELBOWS (OR 5-5, BEDDING OF PIPE DISPENSER PAN SIMILAR FITTINGS) AND A PIPE NIPPLE. / HANDLING AND INSTALLATION OF THE FIBERGLASS OF GALVANIZED STEEL A MINIMUM =:. F fi" PEEP COMPACTED BED. GRADED TO GIVE TFI£ PIPING. THE GENERAL_ CONTRACTOR SHALL INSURE THAT GOOD 4-4• PRODUCT, VENT AND VAPOR PIPING - SLOPE OF LINES PROPER SLOPE CAR DEPTH OF PIPE RUNS, MUST BE LAID IN i WORKMANSHIP AND CONSTRUCTION PROCEDURES ARE FOLLOWED THROUGHOUT TREN+:H BEFORE PIPE RUN`: ARE INSTALLED. PIPE RUNS, OPW 10RUSCP DOUBLE THE INSTALLATION, REGARDLESS OF THE INCLUSION OR OMISSION OF ANY POPPET CHECK VALVE A MINIMUM SLOPE OF 1/8" PER FOOT iS REQUIRED iN ALL SHOULD BE FABRICATED) AT GRADE ANL! INSTALLED AND APPLICABLE SUGGESTION IN THESE INSTRUCTIONS OR ON THE DRAWINGS. PROPERLY SPACED ON THE COMPLETED BED. AFTER MAKING. UNDERGROUND PRODUCT, VENT AND VAPOR PIPING. HOWEVER, THE MAXIMUM AVAILABLE SLOPE SHOULD BE USED WITHIN NECESSARY CONNECTIONS OF RUNS, BRANCHES s_iR FITTINI^-' PIPE ENTRY BOOT --- l UNKNOWN NITI.:ARIONS OR CONDITIONS IONS NOT COVERED IN THESE REQUIREMENTS FOR COVER OVER PiPING AND DEPTH OF TANKS. WHICH MUST BE MADE UP IN THE TRENCH, PIED MATERIAL INSTRUCTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. SHOULD BE PLACED BACK UNDER THE PIPINo ANP PRCiPERLY ` MANUFACTURER'S SPECIALISTS ARE AVAILABLE FOR CONSULTATION. THE PIPE COVER REQUIREMENTS ARE DETAILED .Otv THE DRAWINGS. PIPING WILL BE INSTALLED ON PRE GRADED COMPACTED BED COMPACTFCI. PRESENC_E OF THE OWNER'S OR MANUFACTURER'S REPRESENTATIVE AT AN INSTALLATION SITE DOES NOT RELIEVE THE CONTRACTOR OF THE MATERIAL. NO SUPPORT OR SPACING MATERIAL OTHER THAN • 1. 4 THE BED AND BACKFILL SHALL BE LEFT IN CONTACT WITH 5-6. TESTING AND INSPECTION -- —RESPONSIBILITY FOR A PROPER INSTALLATION. --- THE PiPING. THIS METHOD OF INSTALLATION SHOULD PREVENT c �_ ALL FIBERGLASS PIPE, FITTINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SAFEG'UARDiNG OF THE POSSIBILITY OF ANY SAGS OR HUMPS WHICH WOULD TRAP AFTER ALL LINE ARE IN1'0 BL.E.�, AND BEFORE THEY ARE — THE INSTALLATION AND MATERIALS AND EQUIPMENT STORED ON THE SITE THE LINES. BACKF{LLED, LINES ARE T 0 BE DISCONNECTED FROM THE AND ADHESIVE SHALL BE U.L. PRIMARY PIPE. --- TANKS AND PLUGGED OR CAPPED, INCLUDING FLEX CONNECTORS APPROVED FOR PETROLEUM TO PREVENT THEFT, VANDALISM OR DAMAGE. THEY SHALL BE SUBJECTED TO A MINIMUM OF 50 PSIG AIR , PRODUCTS, ALCOHOLS AND 4-5. TRENCHING AND PIPE CHASES PRESSURE (OR AS REQUIRED BY LOCAL AND STATE CODES), ALCOHOL-GASOLINE MIXTURES, 2. SCOPE OF WORK APPROVED MANUFACTURER: TRENCHING WIDTH WILL BE SUFFICIENT TO MAINTAIN THE CHECKED FOR LEAKS WITH A SOAPY SOLUTION !N THE PRESENCE AMERON DIAL pY 3000✓L OF THE OWNER'S REPRESENTATIVE FOR A MINIMUM OF 30 MINUTES, THE PIPING SYSTEM TC BE INSTALLED UNDER THIS SECTION WILL INCLUDE CLEARANCE BETWEEN PIPES AND SIDEWALLS AS SHOWN ON THE PRODUCT AND VENT PIPING AND APPLICABLE VAPOR PIPING AS SHOWN ON DRAWINGS AND OF A DEPTH SUFFICIENT TO PROVIDE THE TESTING OF FIBERGLASS PIPING SHALT._ BE PER MANUFACTURER'S DETAIL THE PLOT PLAN OR COVERED IN THE ADDENDA TO THESE SPECIFICATIONS PROPER BED AND COVER, AS WELL AS PATCH OF LINES, NOTE SPECIFICATIONS. OR ON THE RELATED PIPING DRAWINGS. INCLUDED ARE APPROPRIATE THAT THE MINIMUM COVER TO FINISH GRADE OVER PRODUCT CONNECTIONS AND APPURTENANCES TO THE INSTALLED EQUIPMENT IN THE: LINES OUTSIDE THE CONCRETE ISLAND MAT AREA IS 18". SAFETY VALVE AT DISPENSERS COMPLETE SYSTEM, E.G. UNDERGROUND TANKS, PUMPS, DISPENSERS AND PIPE CHASES IN THE CONCRETE OR ASPHALT PAVING SHALL BE - INDICATED VAPOR CONTROL. OR RECOVERY EOUIPMENT. CONTRACTOR SHALL CONSTRUCTED AS DETAILED ON THE DRAWINGS AND AS LOCATED (DOUBLE WALL PIPING) REFER TO THE PLOT PLAN FOR THE ORIENTATION OF CONNECTIONS AT ON THE PLOT PLAN. THE MINIMUM SPACING BETWEEN PIPES IS TANKS AND PIPE CHASES FOR PIPING. 6". HOWEVER, PIPING RUNS SHALL. NOT BE LAYERED. WHERE N()T TO SCALE PIPING RUNS MUST CROSS, A 6" VERTICAL DIMENSION BETWEEN 3.. PIPING MATERIALS PIPES SHOULD ALSO BE MAINTAINED. THE EXCEPTION TO THIS ASPHALT PAVING- -•- b" RULE IS WHERE A BRANCH LINE TO A DISPENSER CROSSES LAP 1 A. STANDARD SUCTION/PRESSURE AND UNDERGROUND VENT OR VAPOR ADJACENT PRODUCT LINES WITH A TEE AND 45 DEGREE ELBOW PIPING SHALL BE DUALLY 3000/L AS MANUFACTURED BY AMERON. AS SHOWN ON THE DETAIL SHOWING THE DISPENSER PIPING. ALTERNATE PIPING SYSTEMS ARE TO BE APPROVED BY THE _ OWNER'S ENGINEER/REPRESENTATIVE. 5. BED AND BACKFILL MATERIAL B. FLEXIBLE CONNECTORS, WHERE CALLED FOR, SHALL BE TITEFLEX 5 -1 • GRAVEL - STANDARD FILTER FABRIC ENVELOPE -- ' i—+_ --— / —1 I 1--I AROUND PEA GRAVEL BED f I—I!I^ r "SOILSAFE 30" OR AN APPROVED EQUAL. STANDARD BED AND BACKFILL MATERIAL SHOULD BE NATURALLY AND BACKFILL (WHERE REQ'D,l -- _ { Cv ROUNDED AGGREGATE, CLEAN AND FREE FLOWING _ '- -.- ----� -MI', WITH �%�I-�III- MIN I MIN. � MIN � MIN I MIN. 11��.— 4, PIPING INSTALLATION PARTICLE SiZE NOT LESS THAN 1/8' OR MORE THAN 3/4 iN PEA GRAVEL BAC,KFILL� �� O o O _I I -"`DIAMETER. USE -THIS DESCRIPTION WHEN SPECIFYING OR I i-- No. REwsloNs DATE 8Y cHK. 4-1. FIBERGLASS PIPE ORDERIN _� BECAUSE MATERIAL IS KNOWN BY DIFFERENT NAMES �" STACE II VAPOR RECOVERY' —I - --- ---IN DIFFERENT AREAS. THIS MATERIAL IS COMMONLY CALLED I I_-!I o CREATED FM!'E SPECIFlCAFION PLAN FOR HYANNIS SITE. 1/10/95 PML STORAGE AND HANUL_ING, STRINGING, JOINING, LAYOUT AND PEA GRAVEL_ THIS iS THE SAME MATERIAL AS SPECIFIED FOR .—�� — PREPARATION FOR INSTALLATION, CUTTING, TAPERING, THE TANK INSTALLATION2" UiA FIBERGLASS— AND IS CLASSIFIED AS SELF PIPING RUNS WITH _-�-�-�=�•-------�-- BONDING AND/OR CURING ADAPTORS TO STEEL PIPING OR COMPACTING MATERIAL.TH15 MATERIAL :HALL NOT HAVE MORE 3" SECONDARY CONTAINMENT I ► I` I Imo{ =1 I I—III_I I (=1 I I=1 I 1--I_I I=1 I I—) f 1=III I I o q -y �;� �� FLEXIBLE CONNECTORS SHALL BE IN ACCORDANCE WITH THAN 3% PASSING THE NO_ 8 SIEVF. MANUFACTURER'S INSTRUCTIONS OR RECOMMENDATIONS. —i I—i I-1 i I—i 1—I I_) I (--) 1—i I—I I —' •CML do CONSULTING ENGINEERS *PROJECT MANAGERS I_._I I I�I 1 (— CONTRACTOR MUST BE FAMILIAR WiTH SUCH PRACTICES AND 5-2. ALTERNATES - STONE OR GRAVEL CRUSHINGS PREGRADED PEA. GRAVEL BED 'ENVIRONMENTAL do SITE PLANNERS •MUNICIPAL ENGINEERS PROCEDURES AND FOLLOW SAME UNLESS CERTAIN INSTRUCTIONS 19 MIDI+'TATE DRIVE WHICH ARE SPECIFICALLY COVERED IN THESE SPECIFICATIONS, r c TYPICAL TRENCH �JNE OR GRAVEL CRiJ�HINGS WITH ANGULAR PARTICLE SIZE ------- --- -----------------------�- FARMINGDALE. N.Y. AUBURN. �, �. I.E. PIPE BURIAL, SEEM TO BE AT VARIANCE. IN SUCH Nf)T LESS THAN 1/8" OR GREATER THAN 1/2" IN DIAMETER, BURLINGTON, N.J. ret. URN. 832-7444 FAIRFAX. VA CASE, THESE SPECIFICATIONS WiLL BE FOLLOWED. WASHED AND FREE FLOWING IS ACCEPTABLE AS AN ALTERNATE I•'AX. (5QN) 832-3844 MATERIAL. THiS MATERIAL MUST MEET ASTM C -33 PARAGRAPH PRODUCT PIPE TRENCH DETAIL �: - �A,Ir,,,: DRo 7.1 REOUIREMENTS FOR ',QUALITY AND SOUNDNESS AND IS ALSO DOUBLE WALL FIBERGLASS CHECKED: CLASSIFIED AS A :SELF- COMPACTING MATERIAL. NOT TO SCALE PIPE SPECIFICATIONS SCE. AS SHOWN DATE 12/20/94 l GETTY PETROLEUM CORP. DRAWING NUMBER REV. THIS DRAWING AND ALL INFORMATION THEREON iS THE: W95505TK3 PROPERTY OF IYREE ORGANIZATION, LTD. AND SHALL NOT BE COPIED PA' USED EXCEPT FOR THE PURPOSE SS 304882 1 12 BARNSTABLE RD 0 FOR WHiCH 'T IS EXPRESSLY FURNISHED. THE DRAWING I AND ANY CCWiES THEREOF (PARTIAL OR COMP;I'TE) r SHEET NUMBER SHALL BE RF1'JRNEC T'? TH: OWNFP ON DrM,5!iD HYANNIS, MA 3 HYANNIS, MA 1,/10/95 95505TK3.DWG x _ i TANK INSTALLATION INSTRU_C_TIONS DOUBLE WALL FIBERGLASS TANKS: DO NOT MIX APPROVED GRAVEL. WITH SAND OR NATIVE SOIL. ALWAYS ALL ANCHOR STRAPS MUST BE UNIFORMLY TIGHTENED WITH TURNBUCKLES EXTERNAL NiP!NC> TH N EV NT THAT A TANK LEAK IS DISCOVERED IN ANY OF USE .APPROVED GRAVEL.. DO NOT BACKFIL L IN LAYERS USING SAND OR OR COME A LONGS. STRAPS SHOULD BE SNUG BUT CAUSE NO TANK THE: PUMP AND ATTACHED PIPING MUST BE FREE TO MOVE WITH THE A. DANDLING N E u L IKE Y L E THE ABOVE TESTS, CALL THE MANUFACTURER'S FIELD SERVICE MANAGER TO NATIVE SOIL. REGARDLESS OF THE HOLE SIZE, ALL EXCAVATED OR DEFLECTION. DEFLECTION CAN BE DETECTED BY CHECKING TANK TANK USE A FILL_ BOX OR STREET BOX Tv ISOLATE THE PIPING FROM 1 . _I!T'NG TANKS SCHEDULE A TANK REPAIR. DO NOT ATTEMPT TO REPAIR THE TANK. LOOSE) NATIVE SOIL MUST BE REPLACED WITH APPROVED BACKFILL DIAMETER WITH A GAUGE STICK BEFORE AND AFTER SNUGGING THE TRAFFIC PAD. USE INSTALLATION LIFT LUG(S) TO LIFT TANK. LARGER TANKS (OWENS CORNING FIELD SERVICE TEL. 419 248 8196) MATERIAL. STRAPS. TAKE PRECAUTION DURING CONSTRUCTION TO ENSURE NO DAMAGE OCCUR; (10' AND 12' DiA.) HAVE MULTIPLE LIFT LUGS; ALL, MUST BE DO NOT EXCEED 5 PSi DURING AIR TEST. BACKFILLING TRIPLE ( LAMP THE WIRE ROPE. TO THE EXPOSED PIPING AND FITTINGS. USED. GUIDE THE TANK WITH GUIDE LINES. DO .NOT USE CHAINS OR CABLE AROUND THE TANK. DO NOT STAND ON THE TANK WHILE AFTER SUCCESSFULLY COMPLETING THE AIR TEST, DISCONNECT AND REMOVE NOTE: TANkS INSTALLED WiTH BACKFILL TO TOF OF TANK. BUT 1)() NOT t 15L RAPS OR CABLES BETWEEN RIBS. INTERNAL PIPING IT IS BEING LIFTED. THE AiR MANIFOLD FITTINGS, HOSE AND VALVE. WITHOUT BACKFILL TO GRADE, SHOULD BE COMPLETELY c iLLED WITH ONLY USE LIFTING EQUIPMENT TO MOVE TANKS. CAPACITY OF WATER OR PRODUCT AS BALLAST, DO NOT PLACE WATER OR CONCRETE ANCHOR PAD INTERNAL PIPING MUST BE A MINIMUM OF 4" FROM THE TANK BOTTOM ALL BEFORE BACKFILLING TO GRADE, A 5 PSI AIR/SOAP TEST ON PRODUCT iN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. (12' DiA. TANKS REQUIRE A 6" MINIMUM CLEARA.NCE). OPTING EQUIPMENT MUST BE CHECKED BEFORE MOVING TANKS. FINISHED PIPING CONNECTIONS AND UNUSED TANK FITTINGS IS THE WEivrIT OF OVERBURDEN ON TOP OF THE CONCRETE SLAB PROVIDES K. FILLINQ TANKS 2. DOUBLE WALL TANKS CANNOT BE MANUALLY UNLOADED FROM THE RECOMMENDED. i, THE ANCHORING FORCE. BACKFILL USING THE SAME MATERIAL. AS USED FOR BED[' NCa PLACE TRUCK. D. .HOLE SIZE FIRST 12" LIFT EVENLY AROUND TANKS. FROM THE BANn OR ADJACENT TANK TOP, BACKFILL MUST BE PUSHED COMPLETELY BENEATH THE TANK THiS PAD DESIGN IS STRICTLY FOR BUOYANCY. POOR SOIL DO NOT FILL UNTiL BACKFILL 15 TO TOP OF TANK NEVER ADD PRODUCT DO NOT ROLL OR DROP THE TANK. FOR TEMPORARY STORAGE AT STABLE WALLS BOTTOM, BETWEEN RIBS AND UNDER END CAPS -10 PROVIDE IS COMPLETED TO TOP OF TANK. NECESSARY CONDITIONS MAY REQUIRE INCREASED REINFORCEMENT AND SLAB SIZE. WATER FOR HOLD DOWN IN DRY HOLE CONDITIONS UNTIL BACKFILLING THE JOBSITE, SET TANKS ON SMOOTH GROUND FREE OF ROCKS AND T SUPPORT A LONG HANDLED PROBE CAN BE USED TC PENEFRATE FOREIGN OBJECTS AND RECHOCK WITH THE TIRES OR SANDBAGS ►N STABLE SOIL CONDITIONS FOR 4 THROUGH 2 DIAMETER TANKS, BACKFILL AND PUSH IT BETWEEN ALL RIBS AND AT 3 TO POiNT� IMBED ANCHOR POINTS IN CONCRETE AND ATTACH THEM TO ENDS OF PROVIDED. THE HOLE MUST BE LARGE ENOUGH TO ALLOW A MINIMUM OF 24" UNDER ENDCAPS. THE BACKFILL MAY BE SHOVEL ED BENEATH THE TANK. STRAPS WITH WIRE ROPE (SEE TABLE AT END OF THiS SECTION) SAND (EXCEPTION: SEE INSTALLATION PROCEDURE: WET HOLE, SECTION "H") BETWEEN ADJACENT TANKS AND 24" BETWEEN THE TANK SIDES, ENDS AND PLACE ANOTHER 12 LIFT EVENLY AROUND THF ,"ANKS. REPEAT THE, CLAMP WITH AT LEAST THREE CLAMPS, BE SURE THERE IS A 12 BED L. V N ING THE BANKS OF THE HOLE. PROBING OF BACKFILL FROM THE BANK OR ADJACENT TANK. TOP. BETWEEN THE CONCRETE PAD AND THE TANKS. B. BED AND BACKFILL ALL TANKS MUST BE VENTED, AS TANKS ARE DESIGNED FOR OPERATION AT UNSTABLE WALLS, ALL TANK SIZES AFTER COMPLETION OF SECOND LiFT, BACKFILL CAN BE HROU6HT TO THE CONCRETE PAD MUST EXTEND AT LEAST 18" BEYOND SIDES OF ATMOSPHERIC PRESSURE ONLY, EXCEPT FOR USE WITH VAPOR RECOVERY ALL EXCAVATED NATIVE SOIL MUST BE REPLACED WITH APPROVED TOP OF TANKS OR GRADE WITHOUT ADDITIONAL HANDWORK (COMPACTION TANK AND BE AT LEAST EQUAL IN LENGTH TO THE TANK. IT IS BEST SYSTEMS PROVIDED THE PRESSURE OR VACUUM DOES NOT EXCEED 1 PSI. BACKFILL. DO NOT MIX APPROVED GRAVEL_ WITH SAND OR NATIVE SOIL. IN MUCK, BOG, PEAT, SWAMP OR LANDFILL TYPE AREAS WHERE THE MAY BE REQUIRED FOR SLAB SUPPORT.) TO EXTEND THE SLAB TO THE UNDISTURBED NATIVE SOIL. THE VENT OPENING SHOULD BE THE SAME DIAMETER OR LARGER THAN THE ALWAYS USE APPROVED GRAVEL. DO NOT BACKFILL IN LAYERS USING SAND SOiL IS SOFT OR IN AREAS WiTH EXPANSIVE CLAY SOILS, A LARGER PIPING TO REMOVE. PRODUCT. OR NATIVE SOIL. HOLE IS REQUIRES TO SUPPORT TANKS. IN THESE TYPES OF THIS METHOD WILL NOT WORK IN TIGHT AREAS DEADMAN ANCHORS IN STRAIGHT WALLED CONDITIONS, THE HOLES MUST BE LARGE ENOUGH TO ALLOW A HOLES. STRAIGHT WALLED HOLES WILL REQUIRE A CURVED PROBE TO ,T IF BACKFILL DOES NOT MEET THE SPECIFIED REQUIREMENTS, ALTERNATE MINIMUM OF 1 2 THE TANK DIAMETER FROM SIDES ENDS OF TANKS c r V THE MI F ��ST CAVITY BETWEEN EN THE INNER AND OUTER TANK A / / BACKFILL UNDER THE TANKS. THE CURVED PROBE: 1.., A 4' SECTION OF THE WEIGHT OF OVERBURDEN ON TOP OF THE DEADMAN AND TANK VENTED, IT MUST BE `DENTED INDEPENDENTLY FROM THE PRIMARY TANK. MATERIALS MAY NOT BE USED WITHOUT THE WRITTEN APPROVAL OF THE TO HOLE WALLS. THE LONG HANDLED ALUMINUM PROBE BENT ON A RADIUS TO MATCH THE PROVIDES THE ANCHORING FORCE. LAY DEADMAN ALONG EACH SiDE AND OWNER'S ENGINEER. TANK CURVATURE. A LEVERAGING ACTION ON THE LONG HANDLED PROBE PARALLEL TO TANK. THE TANK MUST NOT "OVERSHADOW" THE PRESSURIZED DELIVERIES ARE NOT RECOMMENDED. IF THE DELiVERI' UNSTABLE SOILS ARE DEFINED AS THOSE SOILS HAVING LESS THAN CREATES A PUSHING ACTION UNDER THE TANK BOTTOM DEADMAN ANCHOR. CLAMP WIRE ROPE WITH AT LEAST THREE CLAMPS c + + T OFF 750 LBS./SQ. FT. COHESION AS CALCULATED FROM AN UNCONFINED VEHICLE USES RUMPS TO FALL.. THE TANK, INSTALL OVERFILL SHUT 1 . GRAVEL AROUND DEADMAN AND THROUGH END OF STRAP. EQUIPMENT IN THE. TANK AND TRUCK TO PREVENT THE TANK FROM BEING COMPRESSION TEST; OR SOILS WITH AN ULTIMATE BEARING CAPACITY THE FOLLOWING PROCEDURE IS THE MOST EFFECTIVE FOR -THE CURVED OVERFILLED. UVERFILUNG THE TANK UNDER PRESSURE WILL DAMAGE THE A CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF OF LESS THAN 3500 LBS./SQ. FT. UNSTABLE SOILS OR AREAS WITH PROBE: PARTICLE SIZES NOT LESS THAN 1/8" OR MORE THAN 3/4" iS EXPANSIVE CLAY MAY REQUIRE A REINFORCED CONCRETE SLAB UNDER DEADMEN ARE: MADE WITH REINFORCED (2, NO. 6 REBARS) CONCRETE. TANK, EVEN iF THE TANK VENT IS l_!NRESTRCTED THE CROSS SECTION DIMENSIONS MAY VARY DEPENDING ON BURIAL REQUIRED. THE TANK(S) FOR SUPPORT. 1 , AFTER SETTING THE TANK ON THE GRAVEL BED, PROBE THE DEPTH ASSUMING MINIMUM BURIAL DEPTHS, MINIMUM DEADMAN SIZE M. MANWAY AND MANWAY EXTENSION_ S ENTIRc TANK BOTTOM AND AROUND THE END CAPS i5 A< 2. CRUSHED STONE OR CRUSHED GRAVEL FOR SOILS WiTH LESS THAN 250 LBS./SQ. FT. COHESION OR WITH AN . DOLL ;:)WS: ULTIMATE BEARING CAPACITY OF LESS THAN 500 LBS./SQ. FT., A 2. PLACE THE FIRST,- 12" LIFT O BACKFILL. TANK MIN. THE STANDARD MANWAY IS 2?" N DIAMETER AND HAS A LOAD I3EAkiNG WASHED, CRUSHED STONE OR GRAVEL WITH AN ANGULAR PARTICLE FILTER FABRIC HOLE LINER IS RECOMMENDED TO PREVENT BACKFILL CAPACITY OF 1200 LBS. OPTIONAL HEAVY DUTY MANWAYS HAVE A LOAC L)iAti4ETER HEIGHT WIDTH SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4" IS REQUIRED. MIGRATION. REFER TO SECTION "F" BELOW. 3. PROBE THE ENTIRE TANK BOTTOM AND END CAPS AGAIN. BEARING CAPACITY OF 2400 18S. NOTE: ALL BACKFILL MATERIALS MUST MEET ASTM-C 33 PARAGRAPH 7.1 E. BURIAL DEPTH AND COVER 6 x 6" N. MAN Y RISER 4. PLACE THE SECOND IZ' LIFT OF BACKFILL. 6',8' 1 X 12" FOR QUALITY AND SOUNDNESS. THE BACKFILL SHOULD NOT HAVE MORE THE TANK HOLE MUST BE DEEP ENOUGH TO ALLOW A MINIMUM 12" REQUIRED 10' 12" X 18" c' BACKFILL BED OVER THE HOLE BOTTOM OR CONCRETE SUPPORT SLAB. IF 5. SWITCH TO STRAIGHT PROBE SECTION AND PROBE: TANK AGAIN. 12' 8" X 36" r i6ERC�LA.,`� MANWAY RISERS PROVIDE A NON CORRODING, SPACIOUS � ACCESS THAN 3 PERCENT PASSING THE NO. 8 SIEVE. THE DRY GRAVEL DENSITY _ PROM A MANHOLE BOX AND COVER. SINCE THE BOTTOM IS OPEN, THE MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. THE TOTAL BURIAL DEPTH FROM THE TANK TOP IS GREATER THAN 60 A ROUND CROSS SECTION MAY BE SUBSTITUTED IF THE DIAMETER MANWAY RISER WILL FILL WiTH WATER AS WATER SURROUNDS IT ON THE IN FREEZING CONDITIONS, THE BACKFILL MUST BE DRY AND FREE OF ICE. PERCENT OF THE TANK DIAMETER, ANCHORING THE TANK IS NOT REQUIRED. H. INSTALLATION PROCEDURE WET HOLE EQUALS OR EXCEEDS THE DEADMAN WIDTH. OUTSIDE. TRAFFIC AREAS REQUIRE A REINFORCED C,')NC:RETE DRIVE PAD, SEE SECTION "I" BELOW FOR DETAILS. NOTE THE CONTRACTOR SHOULD REQUIRE HIS BACKFILL SUPPLIER TO A FILTER FABRIC SEPARATOR MAY BE APPROPRIATE TO PREVENT GRAVEL WHEN USING DEADMAN ANCHORS IN MULTIPLE TANK INSTALLATIONS, A MAXIMUM OF 2 MANWAY RiSERS MAY BE USED WiTH TANK SIZES OF CERTIFY THAT THE BACKFILL MEETS THESE SPECIFICATIONS. PAD DIMENSIONS- PAVING MUST EXTEND AT LEAST 12" BEYOND TANK MIGRATION. REFER TO SECTION "I"' ABOVE FOR DETAILS. WATER LEVEL EACH TANK WILL REQUIRE TWO DEADMEN. IF ONE DEADMAN 1S USED 10,000 GALLONS OR LARGER; ONLY ONE RISER IS PERMITTED WITH TANK OUTLINE IN ALL DIRECTIONS. SHOULD BE MAINTAINED AT LOWEST PRACTICAL LEVEL. BY USING PUMPS FOR ADJACENT TANKS, IT MUST BE DOUBLED iN WIDi-H. A SIZES LESS THAN 10,000 GALLONS DUE TO POSSIBLE BUOYANT FORCES. C. VISUAL AiR SOAP TESTING WITH OR WITHOUT A WELL POINT SYSTEM. PREPARE BED AS OUTLINED iN SEPARATE ANCHOR POINT MUST BE PROVIDED FOR EACH STRAP. MAXIMUM BURIAL DEPTH— BECAUSE A CONTINUOUS VACUUM MONITOR WILL SECTION "G REBAR ANCHOR POINTS ARE INCORPORATED WITH THEIR LEGS ANCHORED THE RISER MUST BE INSTALLED WiTH A, MINIMUM OF E." CLEARANCE: FROM DOUBLE WALL TANKS ARE SHIPPED TO THE JOBSITE WITH A VACUUM IN THE BE IN USE, THE MAXIMUM BURIAL DEPTH iS 3' FROM THE TANK TOP T() BALLAST UNDER THE REBAR REINFORCEMENT, SPACING FOR ANCHOR POINTS IS THE TOP OF THF TANK. THE: BOTTOM OF THF RISER 'SHOULD BE SUPPORTEC TANK CAVITY BETWEEN THE INNER AND OUTER TANK WALLS. THE VACUUM GRADE. FOR DEFP R BURIAL. DEPTHS, CONTACT THE MANUFACTURFR'S TANK r c IT'D 4" X 3' (MIN.) WOOD PIECES. DETERMINED BY THE. NUMBER OF ANCHOR POINTS SHOWN ON TANK W X '`COULD BE LEFT UNDISTURBED UNTIL THE TANK 15 READY TO BE AIR INSTALLATION MANAGED IF THE WATER LEVEL CANNOT BE LOWERED, THE TANKS WiLL. NEED TO DRAWINGS. 'ESTEC BY THE CONTRACTOR_ IN THE UNLIKELY EVENT OF SHIPPING C) 00. GAL. MODEL-S) TANKS NOT BE BALLASTED. PLACE -TANKS A THE HOLE. ADDING ONLY ENOUGH O. SITE MONITORING WELLS DAMAGE, THIS TEMPORARY VACUUM SERVES AS AN EARLY WARNING DEVICE. NO TRAFFIC LOADS (55f� 2 U " BALLAST TO SINK THEM. BALL-AST LEVEL IN TANKS MUST NEVER AN ANCHOR POINT CAN BE FABRICATED FROM REBAR AS FOLLOWS: " SUBJECTED TO TRAFFIC LOAD'; NEED A M141MUM COVER OF 24 - PLACE MONITORING WELLS AT LEAST ONE FOOT OUTSIDE OF JUTER TANK THE VACUUM CAN DETECT RELATIVELY LARD+`' LEAKS IN THE INNER OR EX�E.ED WATER LEVEL IN THE HOLE DURING INSTALLATION. WHILE w � OUTER TANK, BUT IT CANNOT DETECT "SMALL" LEAKS. THEREFORE, PRIOR BACKFILL_, OR 12" PLUS 4" REINF,,^ACE0 `":�NCRFTE CONSULT LOCAL ADDING BALLAST, USE ONLY LIFTING ..ABLE TO KEEP TANKS IN TANK DIAMETER REBAR SIZE MIN. REBAR DIAMETER. BACKFILL WITH THE SAME MATERIAL AS TANK BACKFILL. TO THE INSTALLATION, ALL TANKS MUST ALSO BE AIR TESTED AND SOAPED C'�E''`- �c3R MINIMUM ALLOWABLEUiIAL i3EPI POSITION. TANKS SHOULD BE FREE TO ROLL_ SLIGHTLY. ( i STRAP/ANCHOR PNT.) WIDTH P. BARRICADE) USING THE FOLLOWING PROCEDURE; MINIMUM �� DEPTH BACKFILLING 4',6' NO. 6 - 4 1/2" RELEASE. ;HE VACUUM iN THE TANK CAVITY. BEFORE SETTING Fir B' NO. 8 8' TANK AREA MUST BE BARRICADED TO'PREVENT ANY VEHICLE TRAVEL OVER 'RAFFIC LOAE,-w 556- 20,t)00 CAI~ MOfk.L4) TAN) SUBJECTED 10 T TANK iN THE EXCAVATION, PLUG .AND TIGHTEN ALL FITTINGS. �„ ( . r , ,TRIBUTE BACKFILL EVENLY AROUND TANKS. PUSH BACKFILL UNDER 10',12 NO. 10 - 12 1/2' THE TANKS UNTIL THE INSTALLATION IS COMPL F +E:. PRESSURE TLST � ANK'S TO 5 PSI AS FOLLOWS: WF'K; LOADS MUST 4A,, A COVr Q DEPTH OF 36 :i,�ACKFIL� fR TANK ATTt F EACH DROP USING EITHER ALONG HANDLED PROBE OR AN MIi�1 +M 18" BA°,KFILt f LUS CIP REINFORCED CONCRETE' T'HE` AIR ,)i: ! AFTER BACKFILL 15 AT LEAST 2' UP THE TANK SIDES, TURNBUCKLES (OPTIONAL) Q. INSTALLATION CHECKLIST OUTER WALL TEST: RbNf"JRCEMENT-a iN THE CONS 1'.+FTE PAL. #46T BE PROPER,., SIZED FOR f` )06 C�W)ITIONS TO AS5.4441; 'CONCRETE 'SI.IRFACr FAD INTEGRITY. ADDITIONAL. BACK ILt. CAN BE FREELYADDED TO TANK TOP WITHOUT � SING THE PF�:I� OR AIR JET. HOCK, JAW OR EYE TYPE TURNBUCKLES (-DROP FORGED) MAY BE USED IN OMPLETE THE INSTALLATION CHECKLIST, PR�:�iDLL� BY THE TANK CAUTION: PRES SURIZiNG THE TANK CAVIn OVER 5 PSI MAY PLACE OF ALL OR A PORTION OF THE WIRE ROPE DESCRIBED IN THIS MANUFACTURER IN THE SHIPPING PACKET. MEASURE, COMPARE AND REC(.)RD DAMAGE THE TANK. FOR ALL TESTS, INSTALL AN AIR GAtIC�E NO TR.4,FFiC ojAM .(25,0ft- 48,00t. .AL. MODEL---i) TANKS W'"T SECTION. THE TANK VERTICAL DIAMETER READING BEFORE BACKFILLING AND AFTER T T FITTING WHERE THE AIR PRESSURE FfClS£ #S SU& C.2 1�ro TO 1'(W."C. LOAD), '"I EIk MINIMUM :OVER Of 4 ADDITIONAL INFOkMATIC:N tNV ALTERNATE +}UT c_iF HOLE TECHNIQUE,--, A HE G ARE A`:;AiLABLE FROM OWENS CORNING TANKS. REQUEST PUBLICATION BACKFILL IS BROUGHT UP TO SUBGRADE TO VERIFY THE TANK BACKFILL CONNECTED TO THE TANK AND A_ S£CC31vD GAUGE. AT TriE. 1Ti-TER 'CK`'' 0R 3 ` CKF1L E. T'' ">; 4" REIN+': P�'EL CaNCRET! ALL. ANCHORING METHODS SUPPORT. A COPY OF THE INSTALLATION CHECKLIST MUST ESE. RETAINED MONITORING FITTING- USE AN AIR GAUGE WITH A 1_`* OR 1, N�'i .�" F'F' ' 3415, ALTERNAfiT BACKFILL PROGEi�URF GAL M+ C'�.. ) TAT+ SUBJE a% BY THE TANK OWNER AND/OR INSTALLATION CONTRACTOR Tc.� VALIDATE ANY POUND INCREMENTS SO THAT CHANGES IN AIR PRESS4_IRE CAN -,0 410I-IC L H (25,QO r 48,000 _ �� Q_!�lS2 EASILY OBSEW✓ED. Ta; TRhFrIC �.t_;AOS + 3' i NAVE A ">VEF'TH +a1` 1Kf`II, MINIMUM PER ANCHOR LOCATION: FUTURE WARRANTYr c�LAir�1. 6" CIF "�SPHALT ,..fk " OF RF T* :•NFiiRC!~D CCU kETE. IT IS T,,t �IESPONSIBILI+ JIFF THE. TANK OWNER OR HIS REPRESENTATIVE. TANK DIAMETER 4',6' 8',10',12' NOTE: TANKS AND PRODUCT PIPING ARE TO BE HYDROSTATICALLY TESTED USING A MANIFOLD SYSTEM CONNE TED TO THE INNER TANK AND T -_- -. _ -- FOR TIGHTNESS BEFORE PUTTING THE SYSTEM INTO SERVICE. REP+ORTS THE CAVITY BETWEEN THE INr.r"R AND OUTER TANK PRESSURIZE F. �H01,_ � E� O DETERMINE If I ;C`FIANiCAL 1+1€NOR#Ni t5 REQUIRED FOR A SPECIFIC. THE TANK CAVITY t_.ISIN 4#R F ESSURE FROM THE ILVRE2 TANK JOB SITE ALL P £NTiAI_ SOURCES OF WATER (UNDERGROUND WATEP, DROP FORGED TURNBUCKLE DIA.: SHALL BE SUBMITTED TO THE LOCAL_ FIRE CHIEF AND TO THE OWNER'S `EAIBI E, SURFACE RUNOFF FTC.) S14OULD ilk`. CONS IF)FRED, HOOK TYPE 3/4" - 1 1/4!' REPRESENTATIVE IT i'S I'A RESPCNSIBIL.ITY t:''" THE TANK >:�il t.^. i UR jWNER'` JAW TYPE 1 f 2" 3/47 STEP 1 — WITH THE MANIFOLD Vk,VE TO THE CAVITY CLOSED. ENGINEER.) rt`' DETERM04F IF FILTER F'A ( '' APPROP"TE F!( A IF EATER COULD ENTER THF 'A;NK HOL , J IS RECOMMENDED THAT THE EYE TYPE 1/2" 3/,V FIRST PRESSURIZE THE INNER TANK TO 5 PSI MAXIMUM SPECIFW !N`IALLATION- IN MQ'ST C-AW', iF AL i I' THE Orl--lIFR TANKS BE MECHANICALLY ANt I, )RED UNLESS r),4E MLr�fMt)M BURIAL DEPTH INSTALLATION PRO':'L�DURE` FOUND HERE ART: Ar�E:F"ULLY F: t.i.OWFO, ''ritti ',.., WIRE ROPE DIAMETER STEP 2 - CLOSE THE AIR SUPPLY VALVE TO THE INNr K TANK USE r)F' A FILTER FABRIC 4AY NO? BE REC ={ED. FROM TANKP t5 AS FOLLOWS 6 X '9 3/4" 1/2" AND THEN DISCONNECT THE AIR SUPPLY. FILTER FABRIC PREVENJS THE. MIXING L±` PEA GRAVEL WITH NATIVE '.,viL CONCRETE DRIVE: (IMPROVED PLOW S?FEL) STEP 3 - PRESSURIZE THE CAVITY BETWEEN TIHE INNER AND 4,',,BRIC I-IE_.QS TO MAINTAIN THE INTEGRITY ANC PAD THICKNESS 6" r WITHIN THE HOLE THE DO N11 1 USE WIRE EYEBOLTS OR BENT STEEL EYEBOLTS. OUTER TANK TO 5 PSI MAXIMUM BY OPENING THE MANIFOLD STABILITY Of THE L3ACKFILL MATER:AI THE~ USE OF A FILTER FABRIC TANK MINIMUV BURIED DEPTH WHEN VALVE THEREBY TRANSFERRING PRESSURE FROM THE INNER iS RECOMMENDED FOR THE F"<:)L.LOWING TYPES OF INSTALLATIONS: TANK. DIAMETER MEC:HAN,<_ A(, ANCHORING 15 NOT REi:�UIRED N004.; TANK.. tN�.�IALLED WITH BACKFILL TO TOP OF TANK BUT WITHOUT -- _.. . .. ._- --__ __ —_ BAC+CFfLL Tc_• .aRADE SHOULD BE COMPLETELY FILLED WITH WATER OR 1 . TIDAL CONDITIONS OR AREAS SUBJf, TED TO FREQUENTLY CHANGING 4 30" 2" PRODUCT AS BALLAST DO RIOT PLACE WATER OR PRODUCT +N TANK UNTIL. DO NOT CONNECT THE AIR SUPPLY DIRECTLY TO THE GROUNDWATER LEVEL'zl ' MONITORING FiTTING OR ALLOW THE MANIFOLD VALVE TO BE 6' 45" 4 " BA? KI LI.L. IS EVEN WITH TANK TOP. OPEN DURING STEP 1 . TYPICAL AIR COMPRESSORS CAN OVER 2. UNSTABLE SOILS (MUCKS OR LANDFILLS).. 8 �4 L� PRESSURIZE (OVER 5 PSI) THE TANK CAVITY BETWEEN THE 10' 69" 66" IF IBS:�GIASS TANK`. CAN ALSO BE ANCHORED `-AFELY' BY USING BURIAL 12' 81" '76' ''r PTH AND A SURFACF SLAB TO OFFSET THE BUOYANCY FACTORS. FOR INNER TANK AND OUTER WALL IN LESS THAN 2 SECONDS. 3. WATER CONDITIONS WITH SILTY SOiL. :RNATE AN,'?-iORING METHODS, CONTACT THE MANUFACTURER'S TANKS STEP 4 - MONITOR THE PRESSURE ON BOTH THE INNER TANK A SUITABLE FILTER FABRIC IS "TREVIRA S1120" (HOLES LESS THAN 10' AT THE ABOVE BURIAL DEPTHS, THE OVERBURDEN OVER THE TANK WLIGHS !NSTALiATION MANA+':VR AND CAVITY BETWEEN THE INNER AND OUTER TANK FOR AT DEEP) OR "TREVIRA S1125" (HOLES GREATER THAN 10' DEEP). BOTH ARE MORE THAN THE. BUOYANCY OF THE EMPTY TANK WITH WATER TO GRADE LEAST 30 MINUTES. SOAK THE OUTER TANK AND CHECK FOR MANUFACTURED BY HOECHST CELANESE CORPORATION {800-845 7597). (SAFETY FACTOR EQUALS 1 .2) J. PIPING AND S 1ME CLEAR NQLS LEAKS AS INDICATED BY BUBBLES. AN OUTER WALL LEAK EQUIVALENT FABRICS MAY BE SUBSTITUTED UPON APPROVAL OF THE DETECTED BEFORE BACKFILLING IS SIMPLE TO REPAIR. DO OWNER'S NOTE: TANKS LN'TALLED WITH BAG KF!L S ih _;. TO TOP OF TANK BUT WITHOUT TANKS 1i: ? ,`;t„' "r1 OWNER __' ENGINEER. NOT BACKFILL A' TANK WITH A KNOWN OR SUSPECTED LEAK IN BACKFILL TO GRADE SHOULD BE OMNLETELY Fll_S..EG WITH WATER OR NO REVISIONS — DATE BY n ' PRODUCT AS BALLAST. DO NOT PLACE WATER OR PRODUCT IN TANK UNTIL. WHEN INSTALLING A TANK EC:tl11PPED WITH A BOTTOM BUMF', EXCAVATING= THE OUTER WALL POLYETHYLENE IS NOT CONSIDERED AN EFFECTIVE MATERIAL. T Ci PRE'.LNT BACKFILL IS EVEN WITH TANK TOP. AND BEDDING MUST BE. MODIFIED TO PROVIDE A 12 DEEP 6Y 24" INNER WALL TEST MIGRATION OF PEA GRAVEL AND NATIVE SOIL; 1T TEARS AND WILL DIAMETER HOLE CENTERED AT THE SUMP LOCATION. AFTER THE TANK 0 CREATED TANK PLAN FOR HYANNIS SiTE. 1/'10/95 PML. DEGRADE IN A WET HOLE ENVIRONMENT, FOR BURIAL_ DEPTHS WHERE MECHANICAL_ ANCHORING; IS RECOMMENDEL:+, !S P;'ACED, THE VOiD SURROUNDING THE SUMP I TO BE HAND STEP 5 — CLOSE THE MANIFOLD VALVE TO THE CAVITY BETWEEN EiTHER OF TWO COMMON METHODS (AN BE' USED: A CONCRETE ANCHOR PAD RACKFILLFD .ANC' HAND TAMPED PRIOR TO ADDING BAC:KF1!_l AROUND THE INSTALLATION PROC,EDUF2•£ LINE THE EXCAVATION SIDES AND BOTTOM OR DEADMAN ANCHORS. BOTH METHOD INCLUDE THE USE C FIBERGLASSTANK. THE INNER AND OUTER WALL. RELEASE THE PRES.�c URE AND WITH FILTER FABRIC:. OVERLAP ADJOINING FABRIC PANELS AT LEAST 12 •CML dt CONSULTING ENGINEERS* VENT THE PRIMARY TANK (BY OPENING THE- AIR SUPPLY INCHES. PLACE SOME BACKFILL ON 70P OF THE FILTER FABRIC IN AND ANCHOR STRAPS ENVIRONMENTAL do SiTEPPROJECT MANAGERS PLANNER9MUNLCiPAL ENGINEERS VALVE), BUT MAINTAIN THE 5 PSi MAXIMUM PRESSURE ON THE AROUND THE EXCAVATION PERIMETER TO HOLD THF FABRIC IN PLAi,E:- STRAPPING CAVITY BETWEEN THE INNER AND OUTER WALLS. iN WET HOLE INSTALLATIONS, BACKFiLl. BALLAST IS NECESSARY 'TO `-INK 1y MiUI TATE DRIVE c c T NOTE- IT !S THE CONTRACT��R'S RESPONSIBIL.LTY TO FARMINGDALE, N.Y. SUITE- 220 DANBtlRY, CT. AND HOLD THE FABRIC TO THE BOTTOM OF THE EXCAVATION. USE FIBERGLASS ANCHOR STRAPS BETWEEN THE ARROWS SHOWN ON HE AUBURN, MA 01501 STEP 6 -- MONITOR THE AIR GAUGE ON THE TANK MONITORING PLAN VIEW DETAIL DRAWING OF THE TANKS. FOR TANKS LARGER THAN COMPLY WITH THE TANK MANUFACTURER'S INSTALLATION SURUNGTON, N.J. TEL (508) 832-7444 FAWAX. VA. 2500 GALLONS IN CAPACITY, THE ANCHOR STRAPS MUST ALSO BE FAX (508) 632-"44 ��TTiNG FOR ANOTHER 30 MINUTES, BUT NOT MORE THAN 64 PROCEDURES. THOSE INSTRUCTIONS SHALL TAKE — MiN,JTES. LONGER TESTS CONDUCTED DURING CHANGING G. INSTALLATION PROCEDURE DRY HOLE PLACED IN THE STRAP CaUIDES AT THE. TANK TOP. t DRAWN: CAP TEMPERATURES OR CHANGING CLOUD COVER MAY DISTORT TEST RED PRECEDENCE OVER Tr+ESE DRAWINGS. FAILURE TO TANK INSTALLATION CHECKED: RESULTS 1 PSI. PROVIDE A MINIMUM OF 12" LEVEL APPROVED BACKFILL BED OVER HOLE ANCHOR POINTS SHOULD BE SPACED EQUAL TO TANK DIAMETER PLUS 1 ' FOLLOW THE TANK MANUFACTURER'S INSTALLATION SCALP: AS SHOYM BOTTOM ,-)R CONCRETE SUPPORT SLAB. SET TANKS ON BED. DO NOT ON EACH SIDE OF TANK, REGARDLESS OF TANK DIAMETER. ANCHOR INSTRUCTIONS WILL VOID THE WARRANTY AND MAY DOUBLE WALL FIBERGLASS DATE: 1/15/9S - PLACE TANKS DIRECTLY ON CONCRETE SLAB, TIMBERS, BEAMS OR POINTS AT BOTTOM OF HOLE MUST BE ALIGNED WITHIN ONE: INCH OF RE DRAWW NU BM REV.SULT IN TANK FAILURE. GETTY PETROLEUM CORP. 0 THIS DRAWING AND ALL INFORMATION iHEREflN IS THE THE: TANK TOP STRAP LOCATIONS. SHEET PROPERTY OF iYREE ORGANIZATION LTD AND SHALL CRADLES. SS# 304882, 112 BARNSTABLE ROAD NOT BE COPILD OR USED EXCEPT r'OR THE PURPOSE FOR WHICH iT iS EXPRESSLY F-URNiSHED. THE DRAWiNC, HYANNIS, MA 4 AND ANY COPIES iHEREOF (PARTIAL OR COWLETE) SHAll HE RETUF?NED TO TF+.F. OWNER ON DEAWQO HYANNIS, MA 1/10/95 95505TK2.DWG milli,y.