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HomeMy WebLinkAbout0112 BARNSTABLE ROAD - PLANS (2) i I 1 Am W46•w r 720.92 LEGEND EMI C:) Q Water Gate — IN -- Woter Line t1µy f� T1rQ-0rA 0 % ° ` Gas Gate -- Ow .. Overheod Wires Utility Pole D Drainage Line �Yu r Sewer Line cT,� �,f- ° Hydrant -- G -- Natural Cos Line ' ® Manhole -- Property Line/ �� LOCUS 1 ` • Q� Drainage Llonhole OD-- Exist. Contour lane 0 r--- Proposed Contour Line Catch Basin Highwoy Guardrail < o I 0 MonitoringWell J Q �/� ° Guy Pole or Wire - Edge Wetlands G .' x .' + Tree r/ 'T1_ Wetlands 1IAN Ic�W, KUA<1 r u o r q RELOCATE UTILITY POLE PROPOSED LA OS A E AR I \ AND TWO GUY df (BY OTHERS 52 / PRO SED 8' DIA. ' °° 1 PRE Sr OR ID ` PVC \ r I LOCADQN PLAN :-� NOTES: / R 1 PROP - G % .� -1 O v POD J . 6 NC. CU f P 1 .� 1, ALL UTILITY LOCATIONS ARE APPROXIMATE. �� 4- H T) ° IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE CUtvDufTS. PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. CONTRACTOR MUST VERIFY /� �• 'j,0 �( �� (TYP 4 OIG SAFE 48 HRS. PRIOR TO ANY EXCAVATION. /rR=1C1 ��.{,�S ,. "i--IREMOVI EXIST. ISLAND 1r _ H - °% 2. EXISTING TANKS, PIPING AND APPURTENANCES ARE TO U ETCH 8k REMOVED ANp p1SP05E0 OF IN ACCORDANCE WITH ALL �` BAST 1"rN 2) ;►rn /,''! A ___ -- - °° FEDERAL. STATE AND LOCAL CODES AND REGULATIONS. - - I,g, ------ 3. SAWCiJ T EXISTING PAVEMENT WHERE REQUIRED TO 4 ,•' / i _ `° REMOVE EXISTING TANKS AND/OR PIPING. CONTRACTOR TO GRAN. CUkb j - t, _ Dc-TERMINE LOCATION OF EXISTING PIPING IN THE FIELD `:) F 4. CONTRACTOR TO INSTALL PROPOSED PIPING AND VENTS EXISTING SINGLE STORY 14'-8' WHERE INDICATED ON PLAN. 1 MASONRY 2 BAY REPAIR •2 1 ` GARAGE. (TO REMAIN) • 5. ALL. CONCRETE AND BITUMINOUS PATCH AREAS TO I � G GRADES. S �,`20' ,-;t +'- yr REMOVE -L. '-� %/ MATCH E105TtN • EAST. � t ., CURB►I',f fT• - uvb:,TALL NEW 180 GAL A/c 6. E-YJST)NG SITE IS TO BE SKIM COATED W/ BIT. CONIC. PAV'T. r 28' 'BIENCH- TYPE WASTE OIL TANK • r CONC. PAD ELEVATIONS OVf_R TANKS A AT ISLANDS SHALL PROTECT W/ BOLLARDS, PENT • BE SET AT ELEVATIONS TO ACCOMODATE THE SKIM COAT TO OUTSAkA OVERLAY (DEPTH OF OVERLAY TO BE DETERMINED BY GF_TTY - - i,ELD ENGINEER). - .'G _ REMOVE. EXIST. Soo Gat • 1 --�` WASTF rXL TANK (U/G) 7. AU *AORK IS TO OF P P%I O�RM#wD IN ACCORDANCE WITH T - 83;.., t C_U CANOPY C(A-UMN (T-YP 4� E L — 1 47'. 1 �.) S tf FdEOtlilat:l.IEN1 .� o _ d. PROPOSED TANKS AND PIPING ARE TO 8E INSTALLED IN 0 _j ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES _ f 35 CroM , / AND R):GULAnOrvS. }} / O % r � 24' 10' ! / 9. 'ONTRACTOR SHALL. NOTIFY LOCAL FIRE DEPARTV.FN7 }5 e ! + I - I AND OBTAIN PROPER PERMITS PRIOR TO COMMENCEMENT \ 1 3 _ -- - t- t Y iRNACE C . 1 5 j "-?� /, • is WORK. /' • I L�� � j $ALE"•+t00M UTIL.IT'Y, Roo u_ � � / 10. CONTRACTOR SHALL IDEN nFY TANK DISPOSAL SITE. I I .----- kEMOVE EXIST. 500 GAL X/) REINF L7' . CiN1C. MAT' W/ P.L ,^ ... 1 _ r —_ - , R/R 7 FUEI OIL TANK (U/G) 11. TANKS ARE TO BE AIR TESTED ABOVEGROUND. TANK SYSTEM R ! TANKS AND PIPING ARE TO BE PRECISION TESTED BY AN l / % r.- '� - -- -� INSTALL NEW 275 GAL A/G WO -PENDANT CONTRACTOR UPON COMPLETION AND BEFORE TANKS `- PROP "'x24' CANOPY - E - 26'- 9' - ARE PUT INTO SERVICE. ARRANGEMENTS ARE TO BE MADE 6Y _ - - -- FUEL OIL TANK IN BLDG \ :h 0�/Ek 2 NEW 12`x 4' PUMP _j_-�- I V1N T TO OU TSIDE GENERAL CONTRACTOR. II FIBERGLASS°` R PROP D8 Wl_/ w \--` \�'SIy►F+i}S 10� '� r 12. ALL CONSTRUCTION DEBRIS IS TO BE REMOVED AND DISPOSED OF 20 � I \ = ' � __ ', ,r, �_ / ` 1 '`- PRODUCT PIPING ____ -- TO AN OFF-SITE LOCATION. 22, 13. D.E P, SHALL BE NOTIFIED IF SOIL IS CONTAMINATED. / REMOVE EXIST ISLAND ? _ O V.000 GALLON / R345• / 0 14. ALL PRODUCT VENT AND STAGE II VAPOR RETURN PIPING SHALL / GRAN. CURB �aVTS. o o ® FI BOX INE REMOVE 3 EXISTING SINGLEWALL BE PITCHED 1/8'/FT. ro TANKS. —� ��' �eK ��Nf "REGU R UNLEADE �g STEEL UNDERGROUND FUEL TANKS 15. CONTRACTOR IS TO PROVIDE TO TNF_ GETTY ENGINEER THE DEPTH (2-5.000 AND 1-6,000 GALLON) AND BELOW GRADE OF THE TOE' do BOTTOM OF THE UNDERGROUND p P. - INSTALL 2-10,000 GAL DOU8LEWALI STORAGE TANKS INSTALLED. y OSCgpE Rs10' _ �LON 36 FIBERGLASS UNDERGROUND FUEL 16 EXISTING PROPERTY LINE TAKEN FROM -PLAN OF LAND IN HYANNIS, ! ARE • STORAGE TANKS W/ REINF. CONIC � ( PRO�p q ®FILL B MAT OVER. BARNSTA.BL.E, MA FOR TIDEWATER OIL CO. DATED JAN. 7, 1966 LAND' a BOX GA/r o OX AS MAT COURT / 9132 A-2 CERT. # 2.1669. EXISTING DETAIL AND TOPOGRAPHY CSC. REM - • CONDITIONAL APPROVAL REC'D 6/16/94 PER ACTUAL FIELD SURVEY BY BAYSIDE ENGINEERING ,SSOC. INC. soe ,, + O - PROPOSED VENT RISERS IN JUNE 1994. I ��-- • 17. CONTRACTOR IS TO INSTALL ADDITIONAL CONDUITS TO ISLANDS �'` 1 �-R A PROPOSED MONITOR WE � `; WELL (TYP 4) TO ACCOMOOATE FUTURE CANOPY , ELF SERVICE./FIRE SUPPRESSION 1� EQUIPMENT. STUB & CAP F30TH ENDS. �' &,IRIVS RELOCATE/RE1►AOVE o UTILITY GUY POLE/ (BY OTHERS) -C �..� �. 9Q.:A . _ ZONED "B' BU�INESS � > I N0 OA it �1 10IP TION ASSESSORS MAP 327 1--01 55 t 8/11A4 ISLAND yLENG rN. COLUMN SPACIN(, } ' c; AREA i .39 A%.0 8 17/94 TO" MANA(,ER,COMMENTS FROMI-'UbLIC HEAR;Nl, L C. 9132 A—Z CERT. Z1.6�?9 8/29/94 .AUD INFO REQUIRED FOR SITE PLAN REVIEW INSTALL NEW 3- S.W. STAGE I VAPOR —_ RECOVERY MANIFOLD WITH COMMON 4 10 10 ��4 SITE PLAN RT_VIE'W COM►AENT STAGE I CONNECTION Box TTY PETf'l71 A ,!f C©fl' +ETTY PETROLEUM CORPORATION , -` 12RICH T n•.1t� paw^. 1 Gi .'�. s. �7T�✓�"i ! Ufld�t�`yt�«. �I:TS.+'Li PROPOSED SITE PLAN _t FAST PROY110SNCA, rli. GRAPHIC SC'ALK � ��►� -V sus" 112 EARNSTABLE ROAD AT CENTRE_ STT,'EET � '" E AS-ACHUSE _ - --- u B�4YSlh ' �'NGIN� HYANNIS BAR, .STA3L_ cw FRINC � I �_._ _ _. _ _ �._ ``� �.,. ♦ /4' ,11Mi 67 4;l0 `CAI-E 1 1( U !)A(l _— r; INC. 4 SSOCI� T�'.5, 'IRA( 01 _ AF1'R0\A D ICY 1 ��Kn rr: )10 R O� G `'-; dRCH1T�'C9'S Jt 1f11v01Nr'fh'S }+rcxED Iir J.v c.rN S r« ��,-� s . fr j ��.x ;s �, .ts- sys►s I1)WV REV. ,Ii V i I_ U 26' U" - - - -- -- ��- V 11 -- etty I PROPOSED CANOPY LEGEND ' (TYP. 2) SEE DETAIL BELOW CANOPY COI UMN ( TYPICAL OF 4) i FUEL DISPENSER i 1 I ( TYP OF 2) TOP OF PUMP ISLAND 1 FIN. GRADE (CON RFTE M ) CANOPY FOOTING I 1 ( TYP OF 4) LLEW TIQ�,4 1 I I i SCALE /8 T . - T �. _. .. I I -- +MHI TE , INTERNALLY ILLI"11A NEON "GETTY" CHANNEL LETTER`_) At --- `�.� AQFA - 12 I S F E I r , - ------ - ) �:�5 - ORANGE CANOPY P ASCIA ty ot I YELLOW ` Y! UW I ANOPY COLUMN PROPOSED _ CANOPY L G�ND _ _TYP � ( TYPICAL TYPICAL OF 4) NOT TO ' CAL E I - FUEL DISPENSER (TYP OF 2) ' 9 4 D. 02 R E V 1 8 1 O N 8 - - M4 DATE DESCFWT", 1 4 _AETT ■ PETROLEUM CORPORATION !i I r - TOP O PUMP ISLAND 126 JERICHO TURNPIKE JERICHO, N.Y. � I , -__ _�.__ _ `_--._-_-_ _ ______—__ ____._ ___. _ PROPOSED CANOPY AND GRAPHICS PLAN � 112 BARNSTABLE ROAD HYANNIS (BARNSTABLE), MASSACHUSETTS W f?,t Y,�S _ L J� DRAWN BY' G10 L J I I I ASA �OC TRACED St CIO APP*ri{1YlD 9Y: N 0 TE i DAZE 'l5 ARCjVlFFC'TS it tHECKM Ert: J V. 8" 1 '_U TC'L �617)6�S -�f 96 f:4A- (617)62.S- 5o95 `f'WG N O. 9 40301 C P . DWG REV. w E BW 705GL--5 GALLON (1 CONTAINMENT I DEADMAN ANCHORS • 0 • • — BACKFILL -- 001 (SEE SPECIFICATIONS) `- 0PW 1711T - CAP 15 ( WHEN USING DEADMAN ANCHORS IN MULTIPLE TANK INSTALLATIONS, EACH _ / OF'W 1611 AV - ADAPTER 1 }--- - TANK WILL REQUIRE TWO DEADMAN. IF ONE DEADMAN 15 USED FOR ADJACENT TANKS, IT MUST BE DOUBLED IN WIDTH A SEPARATE ANCHOR POINT MUST ! 1 I z _ ! z TANK-; z TANr• Z BE PROVIDED FOR EACH STRAP. REBAR ANCHOR POINTS ARE INCORPORATED M �' iI�'t WITH THEIR LEGS ANCHORED UNDER THE REBAR REINFORCEMENT. SPACING -11 - DIAMETER DIAMETER 4'' GALV RISER OLD FOR ANCHOR POINTS IS DETERMINED BY THE NUMBER OF ANCHOR POINTS I I I TO VENT, - VAPOR CONNECTION SHOWN ON TANK DRAWINGS. SLOPE OF WALL TO BE ---_ 2 ------`--- - �� ' S _4" MIN. EBAR DETERMINED BY SOIL STABILITY-- REBAR �1 (MIN, SLOPE = 1"/ft.) 2' MIN. 'NO TO St AVLE) WipTH ALL ANCHORING METHODS OF HREE STANDARD-AND SYS SYSTEM --- - SMOOTH RADIUS ?3 MINIMUM PER ANCHOR LOCATION ANCHORING STRAP A;-- SPECIFIED BY THE TANK --- REBAR ANCHOR ! TANK DIAMETER __ 4', 6' 8�lO ,_ 12_, MANUFACTURER TURNBUCKLE f POINTS CENTERED DROP-FORGED TURNBUCKLE DIAMETER I I I : HOOK TYPE 3/4" 1-1/4- -" �"'6�- REINFORCED CONCRETE BEAM JAW TYPE 1/2 3/4» I 1 Y I TYP. BEAM TO BE 12" X 12" IN f I I I " ++r -{{ L CROSS-SECTION (MIN.) LENGTH y EYE TYPE 1/2" 3/4" I I=I I �� �- _ WIRE ROPE DIAMETER y� �; ' ' N OF BEAM = TANK LENGTH I I 1 1 - RISER PIPE CAE' 8c FI 1lNGS _ .'► ` + 1 FOC,T. EACH END I I ( I 24" SQUARE ACCESS BOX ! 6 x 19 31T 1/2" r (IMPROVED PLOW STEEL) 4=- 1 _ - 1 12" z I ( - Y��_. # (�►� I f t- I I I I 3" MIN. ---,/ DO NOT USE WIRE EYEBOLTS OR BENT ( I + I ' iCk STEEL EYEBOLTS. c� /� N(TTE; I �� i i 0 D -- --#6 KEBABS EVENLY SPACED TANKS MUST BE ANCHORED W14ERE W*i WATER 1ABLE. LXISTS, SURFACE WAT✓rA t,0W$s THROUGH HOLE OF ''BIER WATER -- CONDITIONS MAY EXISt I 0 I I ,:} I CONC. DRIVE PAD -'- ___..____ 1IT VENT HOLE WIDTH AN ANCHOR POINT CAN BE FABRICATED FROM REBAR A.' FOLLOWS- I I I I l__ 2. USE: FRP PRE-SHAPED Et10!.XASS STRAP�T j.,j(,ATEC AS, SHOWN � C { (1 STRAP/ANCHOR POINT) ON TANK PLAN VIEWS .► -;.. CONNECTIONS TO F STRAPS I I I I `'N 4" THREADED HDPE. I"11• L MIN REBAR SHALL BE MACIf WITH WIRE ROPf'- 71JRNEIVCKLES A :.A81..F ;,LAMPS CONTROL- f I I I � I � W/ THREADED CAP TANK DIAMETER REBAR SIZE WIDTH , A5 SHOWN. � ,,.."- JOINT I I I RIGID CONDUIT WITH 4 6' #6 - 4-1/2 ? At '4(A.D--D)a*N STRAPS MUST ki :NiFORMC.Y TIGHTENED STRAPS M1. I I I I 'CXPLOSION PROOF -- 8' i8 8' 8F ' ,;WENED UNTIL $NUG. BUT i:_AUSF DEFLECTION OF THi TANK I JUNCTION BOX 1 -- HIGH LEVEL. ALARM 10', 12' 10 12-t 2" - __ / 4 WIRE DOPE ANCHORS O�ra.�". THE TANK.. :: !�t1T ACCEPTAElII' `� A MEANS � � w 0c) OF ANCHORING TANKS \ / ' 4 STEEL NPT FITTING � i, LOW LEVEL ALARM TANK MIN. * / COATEC! W/ FIBERGLASS RE SIN ! /' DIAMETER HEIGHT WIDTH « A ROUND CROSS-SEC 11ON 1. AS NOTED IN SPE �`kCAI'QNS, ALL TANKS AR" ELF ",E1 :,IEVEL.. 4' 61. X 6" CAN BE SUBSTITUTED F' THE 6. DIMENSIONS' 2' MIN O �' _ ._. BRINE SURFACE 6', 8' 12" X 12" DIA. EQUALS OR EXCEEDS 10' 12" X 18" THE DEADMAN WIDTH. WIRE R(WE: CiLk t6 x 19 PLOW :.STEEL) - 1/2' 12.' (SEE OCF PUB. 3-PE-9632) P IRNBUCKLE, JAW B`' '* ENDS B' DIA. TANK -1/4 12'° KEYEG 4' and 6' DIA. BANKS � 1" X 6" CONSTRUCTION ,JOINT �_-- EBW 705GL-5 GALLON REMOTE MANIFOLD `TA�KK AN O RIN G1 DE L"A1 L VAPOR RECOVERY _ STEEL. TANK _ ---- (NOT 70 A,.6 ) ••----� -- - -- CONCRETE DRIVE PAD .TAN VIEW HYDROSTATIC MONITOR RISER DETAIL N( DRA*N : `,R TANK ZF:,'� AND Lo,_,kfl - (FOR USE ON FIBERGLASS TANKS) (NU SCALE) (NOT TO SCALE) C---� M.M. 42" WATERTITE 8 : EQUIPMENT SCHEDULE 170. MANHOLE FIBERLITE _ . .�_ 4 I,.ALV RISFP (,T-'� ) FURN1SHIt •I M t Mcv r� r� r� r� © � '' DESCRIPTION OPW UNIVERSAL Ef?`ti'V SPECIAL- SUPER UNL REGULAR BY N ; WHEA.TON �- - -- EXPLOSION PROOF JUNCTION BOX (TYP.) `'° FIBERGLASS VENT/STAGE i1 PIPE 4 a STP Sump f,+::l z,ure: O/C Turbine Enclosure Model # STE-42H �1 3" 1f3FRGt A55 MAi_E A()APTER t dispenser Pon Lnclosurr Environ Poiyt,te Dispenser T'an - #426RG Series - - funks Q C Tonk Detail secs furnished on request) --� RED JACKET # XLP-31 5 O -"'W 2: 3-_4433 r XTRACTOR riTTIN; ' / ( p LEAK DETECTOR ---- --- (D 0 r! 4 Electronic Monitoring `�ystPm weeder Root - TI_J 35C) RED .JACKET - STP WITH ( 5 CNi 216R-18S M.H. 19 J � EE?W '�I�,,�; -25 GALLON ! ONTAINMEN 5 `~DTP cad Jacket (1 1/2 HP) w/ XLP-31 Leak Detector 1 1/2 HP MOTOR (3 PLACES f OPW 53VML--0E 10 HALL FLOA1 VENT VALVE 6 Pex Connectors Titeflex Corporation - Soil Safe 30A. r OPW 116 - CAP 20 _ __ __._ SUMP SENSOR — (3 PLACES) f---�1 ^�� OPW 634TT - i�;A.P Product I.D Markers 787-201 24' !N .ALL is OPW 633T - ADAPTOR `- - - �, E3Rt_UM �� sT� tr eetbox fib<�rtite ht-4, (Watrettte Manhole ,. / Fps- DIRECTIONS FINISH TO 14 �Plll Contoiner 705GL-25 2" FULL PORT .�/4 CONDUIT--r I BALL VALVE l OF CONCRETE J _ t� 10 F Base: 233V-4433 �' �' I Getty 11 Ball Float Assemhly 53VML-0210 T _- !! \ ,\\ 12 Streetbox _. -705GL-5 OWENS. CORNING TURBINE i �--- I i < I �--•- EDGE OF CONCRETE 1 ENVIRON POLYTITE I ENCLOSURE MODEL. STL-42 B t3 1=roJ. Line Safety value oRUscF DISPENSER PAN M CONCRETE PAD 14 Stage I V.R. Adaptor 1611AVB-162> �" TITEFLEX "SOIL SAFE 30"( �i --- 1 I ' t" _ WITH 6" x 6" x 1`> Stoge I - V.R. top 1711-T 3 - -- 0PW 10RUSCPC13� - �_-SHUT-OFF '✓ACNE � / FLEXIBLE CONNECTOR n _ 10/10 GA. WIRE MESH 6 \ '�'; ;,�, s'a '.�i _••. ,. �_ t Drop Tube (4' Alurrunurri7 61T T �J ( •. + ��•. +, t, M� ~ti � + .t.,r. 1, ..:'� 1 ��^ Fill 4.. PIPE- ENTRY ROOT + `: t �• Y •`,''. CNI 216R-18S MONITORINGFI ( Dia.) " _._ .a— ,,_ t , ' _ 4 r•...,: •i Z.l j_.i�M, r° LS• �i}E..•S apt:.: 1 • i•.. * . - Ca — To Sea! 6341 T._ 42 CONTAINMENT ` (_ M a :`, :: � �{jyy♦ ;, • :,'..;�.-,,.., :.•.�•:.;;•t" WELL MANHOLE WIT4{ p p cJs.� :., :. RESERVOIR a:�. .; �,,. .��ilo% ; :tii•j •1:ijS�Ia" Pt•.='�' '°• •xi .h�r�"4^ •t..%.•±Ly... 1". �1 .... (' '� F1 Adaptor Cap 'Seal ALL I lBERGLASS PIPE FITTINGS --f GOLLA j , •�.; : rf .� .t, ,,, ;;; r.:. t. ,,,s•,,. :„t_�f•: ( ,. _ PW 116 A 63_T-8181? — , . .�t�r,+��t a - _-�.----- ,, • - -� � _ _. .--`. � c•r`'.r '"-._'�+-'• 1 y�•�,.:`,.. 'i: .. ring treeth.�x CNt 216 - tt3 M.H. OR FAIRFIE- .�!«; 19 Tank Monitoring S R 5 LD AND? ADHESIVE SHALL BE U.L. 4' DIAMETER PIPE 20 Pipe Cap 11t APPROVED FOR PETROLEUM I � I � -" � r i . ,: .'.;�. CONNECT TO ALL -- --- -- _ PRODUCTS, ALCOHOLS AND DOUBLE WALL--- _GASOLINE FIBERGLASS ! I �I ! 'r•,lk•• MONITORING WELLS, TYP. 21 vent Cap ALCOHOL GA�OLIN,_ MIXTURES, , � I ..� APPROVED MANUFACTURER: PRODUCT PIPING I '.. .. I AMERON DLIALOY 3ooa;/L 22 Raised Island Forms t;rr,foC io+ ..+w.ier approved equal) ,.:'•::: PRIMARY PIPE + i I ( I ` - 1 -6" & :�-4" SLOTTED lyre FRP PIPING (Primary, I PVC MONITORING WELLS TO Telescoping Secondary. 4rneron L�uaoy 300GjL II BE MANIF'OL DED PER SPEC- vent and Vapor System) } I N/A = NONE APPROVED I (( I General Contractor shall instcli all equipment ood provide all other materials. including a ioi-kset ( j for all fill caps All components shall be.. new. O/C TANK }- MODEL DWT TYPE 11 � REVisTt3Nx � DATE FY CHK. WITH HYDROGUARD SYSTEM I I `- OPW 61 T - w (SEE SITE PLAN FOR SPECIFIC 0 CREATED-TANK INSTA.LLAT113N PLAN FOR HYANNIS SITE. 1/10/95 PML SIZE AND LOCATION) _ r e q • ----;•�-�::- .��;• �-,,- CIVIL do CONSULTING ENGINEERS *PROJECT MANAGERS ALL BACK FILL •,,:.i. c'v . t• •�' `-- •.•r gENVIRONMENTAL df 51TE PLANNERS -MUNICIPAL ENGINEERS TO BE PEA GRAVEL _ `� -SUBMERSIBLES PUMP ?' "'~" 1u >Kas-rA DHivi IN ACCORDANCE TO i��j� ��f' •�`�/� ''/� �'l.�`'1 f !`AKMih TiAi E, N.Y. AUBURN,l�A.01501 t�A�tBIUIZY. C1, MANUFACTURER �, BUf7tJ►h,`TC)N, N.J. r1;as, 15t1$> as -fi444 FAIRFAX, VA. SPECIFICATIONS. \ �• �\ --TAN# E3OTTOM DEFLECTOR PLATE (TYP.)­X/i,./i,./r%�i,�.�'s / ( > t�oe> 83Q-gem � TTTL.E: FIBERGLASS CHECK ' _ CHEE�CE1� -_ / SCALE, AS SHOWN TANK ANCHOR SYSTEM f TANK INSTALLATION DATEr 10/20/94 THIS DRAWING AND ALL INFORMATION THER ON IS THE (SEE DETAIL #1)I TYPICAL FIBERGLASS TAN-., SECTION - — ,;,� ,,,,,,, � _ V. PROPERn OF TYRE[ ORGANIZATION, LTD AND SHALL GETTY PETROLEUM CORP, NOT BE COPIED OIL USED LXCEPr FOR THE PURPOSE IVU1 TO �C,ALE. W95=TK1 FOR WHICH IT IS EXPRESSLY Ff If;Nl5HE17. THE DRAWING SS# 304882, 112 BARNS-TA13LE ROAD ANC) ANY COPIES THEREOF PARTIAL OR COMPLETE) SWEET HER SH4L, Bc RETURNED rO 1HE OWNFP ON DEMAND. 1 HYANNIS, MA 2 j r I, J,, a HYANNIS, MA 1, 10, 95 95505TK 1 WU n • ;'273+ SFL3;Y.AC4;kC.4tt,.d'1' ". - 'GAtgt1W -... •. d: DOUBLEW , FIBERGLASS GASOLINE PIPING SPECIFICATIONS ' FRP �o DEC, FLBUW SHELL. 5-3. STORAGE AND HANDLING OF BED/BACKFILL MATERIAL ON SITE 5-7. BACKFILLING OF PIPING - S" FRP SECONDARY �) 1, GENERAL ALL UNCONNECTED PiPE `NUBS OR RUNS SHALL BE PROTECTED CONTAINMENT PIPE (rrP) PRIMARY PIPING SHALL BE DUALOY 3000/L BY AMERON (OR EQUAL). DURING CONSTRUCTION AGAINST THE INTRUSION OF DIRT OR ALL PRIMARY PIPING IS TO REMAIN ALCOHOL COMPATIBLE 2" FIBERGLASS- OTHER FOREIGN MATERIAL INTO THE PIPING SYSTEM. DO NOT ALLOW BED/BACKFILL MATERIAL -TO INTERMIX WITH AN AFTER SATISFACTORY COMPLETION OF ALL REQUIRED TESTING; _ • � � _ � INSTALLATION IS TO START AT THE TANK CONNECTIONS. ONLY PRODUCT PROTECTIVE APS USED IN SHIPPING THE PIPE ARE SUITABLE EXCAVATED SOIL OR OTHER MATERIAL ON SITE. AND INSPECTION OF PIPING, BACKFILLING OF TRENCHES TO LINES, FILLS AND STAGE i VAPOR RISERS ARE INTENDED TO BE IF TAPE": 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 ASSOCIAT-ED IN THE: NEEF1 FOR MECHANICAL. COMPACTION OF THE MINIMUM/ THE MATERIAL USED. - • �� �-� PIPING IS TO REMAIN SINGLE WALL SINCE THESE LiNES ARE NOT WHERE REPA4- ARE FOUND TO BE Rb,,UiRE,71 DURING MAXIMUNA PARTICLE SiZE`, SPECIFIED PARTICLE SIZE IS ti< INTENDED TO CARRY LIQUID AND ARE DESIGNED TO PREVENT BOTH THE CONSTRUCTION, AFTER TESTING OR INSPECTiC`N, THE (RITICAL FOR-SELF COMPACTION IF iT BECOMES NECESSARY DI..JRING THE COURSE OF - - 2" FRP PRODUCT UNE (TYP) ' H FROM THE STANDARD BACKFILL INTRUSION OF LIQUID AND THE TRAPPING OF STANDING LIQUID. DEFECTIVE PORTION OF THE PIPING SHALL BE REMOVED AND CONSTRUCTION TO SWITCH ?;' FRP TEE SHELL--- REPLACED WITH APPROPRIATE NEW PIPE AND FITTINGS, N FREEZING k:ONDITIONS, MATERIAL', MUST CAE KEPT DRY AND MATERIAL TO AN ALTERNATE SUCH AS SAND, SOIL_ • PIPING INTERSTICES ARE TO BE MONITORED WITH LIQUID SENSORS REPAIRS SUCH AS SLEEVE TYPE LINE PATCH OVER A DAMAGED FREE OF 'CE• Dr% NOT INTERMIX GRAVEL, STONE: OR GRAVEL STABILIZATION AND FILTER FABRIC MIDST BE INSTALLED AS --- -- -- OPERATING iN AN ENCLOSED AiR ENVIRONMENT. PIPING AND INTERSTICES PIPE OR A GLASS CLOTH ANC: ADHESIVE-. BUILD UP OVER A CRCSHINS,OR SAND IN TTHIi SAME 1EXCAVATI >N OR CONNECTED , S EXCAVATIONS � r- A BARRIER BETWEEN THE T`NO INCOMPATIBLE MATERIALS, --- --- - --•.,, • r ARE NOT TO BE INTERCONNECTED WITH TANK INTERSTICES. JOINT FITTING ARE NOT ACCEPTABLF ON NEW WORK (SEE NOTES 'ABOVE COVERING THE USE OF SOIL APPROVAL BY THE OWNER'S REPRESENTATIVE MUST BE • • \ � STABILIZATION AND RLTER FABRIC To PREVFNT MIGRATION OBTAiNED FOR MAKING SUCH A SUBSTITUTION, FOR CONTAINED PIPING, THE OUTER CONTAINMENT HARDWARE IS TO BE BErAiEEN DISSIMILAR SOILS.) ?;' FRP 45 DEG. ELBOW SHELL 3" DUALOY 3000L 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 STABILiZA ION AND FILTER FABRIC 5-8. INSTALLATION CHECKLIST AND CERTIFICATE OF TEST AND FOR THE SiTE-SPECIFIC CONDITION. FITTINGS INSPECTION '- WHERE SOILS OF -1W BEARIN : CAPACITY ARE FOUND, SUCH AS M.„ CONTAINMENT HARDWARE IS TO BE SLIPPED OVER PRIMARY PIPING AND GALVANIZED STEEL PIPING HAS BEEN SELECTED TO BE USED IN T'LA`-TIC CLAYS, Of vYHE:RE SAND/SAND "RAVEL 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 Tr Sr' IS TO BE PROVIDED TO THE OWNER'S ENGINEER/ T r PRIMARYPIPING 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 PREVENT I'ENETRATIt�N OR MIGRATION. +HEN THIS �:.ICCURS, rRE.F��'E�aENTAT!VE' 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 {Itit._;f hLLATtON AND PRESSURE TESTED (3 TO 5 PSIG MAXIMUM FOR 1 HOUR). PRECLUDES THE USE OF FIBERGLASS MATERIAL. THE ESSENTIAL_ SUPPORT PROVIDED BY THE SELF COMPACTING N01 10 SCALE CONTAINMENT JOINTS ARE MECHANICAL MARINE GRADE (AISI 304L OR PEA GRAVEL. CAN BE DISSIPATED AND PIPE ­Z�UPTURE CAN ALL TANKS� AND PIPING ARE T+;u BE HYDROSTATICALLY TESTED 316L) STAINLESS STEEL BAND CLAMPS. TIGHTEN CLAMPS iN TWO PASSES ALL JOINTS OF PIPING SHALL BE MADE UP WITH AN APPROVED OCCUR k' WELL AS SETTLEMENT OF THE PIPE RUNS AND YARD FOR TIGHTNESS BEFORE F�uTTiNG SYSTEM INTO SERVICE. AS FOLLOWS: GASOLINE PIPE COMPOUND AND TEFLON TAPE, PAVING OVER THE PIPING, REPORTS SHAD BE SUBMITTED TO THE LOCAL FIRE CHIEF FIRST PASS.............35 TO 40 FOOT POUNDS TORQUE 4-3. FLEXIBLE CONNECTORS THERE ARE SEVERAL INEXPENSIVE, INERT SOIL STABILIZATION AND TG THE OWNER'S ENGINEER/RE-PRESENTATIVE. SECOND PASS............60 FOOT POUNDS TORQUE AND FILTER FABRICS AVAfLAPL.E WHICH PROVIDE A SEPARATION FLEXIBLE CONNECTORS .ARE TO BE INSTALLED AT THE BETWEEN EXISTING SOIL AN[? COMPACTABLE BAC:KFiLLS. LINING POINTS:CONTAINMENT HARDWARE MAY NOT BE JOINED BY USE OF FERNCCj BOOTS. FOLLOWING THE PIPE TRENCH COMF'L F:TELY WITH SUCH AN INERT FILTER USE ONLY HDPE CONNECTORS BY TOTAL CONTAINMENT, INC., FOLLOWING FABRIC WILL PREVENIF MIGRATION' OF THE PEA GRAVEL ENCLOSED INSTALLATION INSTRUCTIONS, A. TANK CONNECTIONS TO VENT OR VAPOR LINES. BACKFILL INTO THE SURROUNDING, AREA OR THE IN CRUSION OF FINES INTO THE PEA GRAVEL FROM EXISTING SOILS, IT t NOTE: THE FERNCO FLEXIBLE BOOT MUST BE LEFT IN THE B. SUBMERGED PUMPS. ACTS AS A STABILIZER -TO INCREASE `o fL BEARING VALUE BY OPEN POSITION AT PRODUCT PIPING INTO SUMP WHEN SPREADING LOADS OVER A WIDER AREA, FUEL. PUMP ALL WORK AND TESTING HAS BEEN COMPLETED. REFER C. BETWEEN RISER{S) UNDER EACH DISPENSER AND FIBERGLASS TO THE DETAIL DRAWINGS. PIPE RUNS AS MAY BE REQUIRED. APPROVED MATERIALS INCLUDE THE FOLL.OWINi',: WHERE FLEX CONNECTORS ARE COMPLETELY CONTAINED (I.E. NOT IN MONSANTO "RIDIM" C 22 - 4 OZ./SQ. YD. CONTACT WITH GROUND WATER' NATIVE SOiL OR BACKFILL MATERIAL) fl. SWING JOINTS EQUIVALENT FABRIC`-, BY OTHER MANUFACTURERS MUST BE STANDARD STAINLESS STEEL CONNECTORS ARE ACCEPTABLE. WHERE. FLEX UNDERGROUND AT BASE OF f4SERS PIPE SWING JOINT ONLY. APPROVED BY THE OWNER'S ENGINEER/REPRESENTATIVE, - � (, TOP OF ISLAND CONNECTORS ARE NOT COMPLETELY CONTAINED, ONLY ANTi CORROSION qq qq _ CONNECTORS MAY BE USED. M A cD M -'--`-- MATERIAL SHOULD BE CUT TO AN APPROPRIATE WIDTH FOR THE 171191 ANTI-CORROSION CONNECTORS ARE AVAILABLE FROM TITEFLEX. FLEXIBLE CONNECTORS SHOULD NOT BE USED FOR MAKING DEPTHAND WIDTH OF THE PIPE TRENCH SO THAT THERE IS 90 DEGREE BENDS IN THE PIPING SYSTEM. HOWEVER, THEY SUFFICIENT MATFRfA1 TO OVERLAY THE TOP EDGES OF THE , MAY BE USED FOR SOME DEGREE OF MISALIGNMENT. TRENCH DURING PIPE INSTALLATION AND MAKE A COMPLETE ALL FILLS ARE TO INCORPORATE AN-DPW 6150 AUTOMATIC SHUTOFF FILL .-, ENVELOPE OF THE BACKFILL AT SUBGRADE AS SHOWN ON THE FLEXIBLE CONNECTORS SHOULD BE INSTALLED SO THAT THERE DRAWINGS WITH A MINIMUM 6" LAP A[ 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 ALONG THE TRENCH EXCAVATION SHOULD BE A FILLS WILL BE AN EBW NO. 705BBG (REFER TO DETAIL DRAWINGS). ARE ASSEMBLED. MINIMUM OF 2 FEET. ENVIRON POLYTITE A PIPE SWING JOINT SHALL BE COMPOSED OF TWO ELBOWS (OR 5-5. BEDDING OF PIPE DISPENSER PAN THE GENERAL CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER SIMILAR FITTINGS) AND A PIPE NIPPLE. HANDLING AND INSTALLATION OF THE FIBERGLASS OF GALVANIZED STEEL DEEP COMPACTED BED, GRADED TO I GIVE THE I PIPING, THE GENERAL CONTRACTOR SHALL_ INSURE THAT GOOD A MINIMUM OF 6"4_.4, PRODUCT, VENT AND VAPOR PIPING -- SLOPE OF LINES PROPER SLOPE OR DEPTH OF PIPE RUNS, MUST BE LAID IN WORKMANSHIP AND CONSTRUCTION PROCEDURES ARE FOLLOWED THROUGHOUT TRENCH BEFORE PIPE RUNS ARE INSTALLED PIPE RUNS (DPW 10RUSCP DOUBLE THE INSTALLATION, REGARDLESS OF THE INCLUSION OR OMISSION OF ANY SHOULD BE FABRICATED AT GRADE AND INSTALLED AND POPPET CHECK VALVE APP!_ ABLE SUG'ESTION IN THFSE IN'STRUrTIONS CAR ON THE DRAWINGS. A MINIMUM SLOPE OF 1/8" PER FOOT IS REQUIRED IN ALL PROPERLY SPACED FABRICATED THE COMPLETED BED. AFTER MAK!N�', I UNDERGROUND PRODUCT, VENT AND VAPOR PIPING, HOWEVER, t THE MAXIMUM AVAILABLE SLOPE SHOULD BE USED WITHIN NECESSARY CONNECTIONS OF RUNS, BRANCHES OR FITTINGS PIPE ENTRY BOOT — INTRUWN INSTRUCTIONS ARE OR RESPONSIBILITY NOT COVERED IN THESE REQUIREMENTS FOR COVER OVER PIPING AND DEPTH OF TANKS. WHICH MUST BE MADE UP IN THE TRENCH, BED MATERIALS 4NSTRUCTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. , MANUFACTURER'S SPECIALISTS ARE AVAILABLE FOR CONSULTATION. THE PIPE COVER REQUIREMENTS ARE DETAILED ON THE DRAWINGS, SHOULD BE PLACED BACK UNDER THE PIPING AND PROPERLY PRESENCE OF THE OWNER'S OR MANUFACTURER'S REPRESENTATIVE AT AN PIPING WiLL- BE INSTALLED ON PRE GRADED COMPACTED BED COMPACTED. INSTALLATION SITE DOES NOT RELIEVE THE CONTRACTOR OF THE MATERIAL. NO SUPPORT OR SPACING MATERIAL OTHER THAN --' '�"'- �"' '-"" �"' ,,,r,-; ,, ,� , -- •� THE BED AND BACKFILL SHALL BE LEFT IN CONTACT WITH 5'8• TESTING AND INSPECTION • RESPONSIBILITY FOR A PROPER INSTALLATION. • �_._._ ----� ---- _--_- _�,,,- ---_-• THE PIPING. THIS METHOD OF INSTALLATION SHOULD PREVENT AFTER ALL I_INE�S ARE INSTALLED, AND BEFORE THEY ARE ALL. FIBERGLASS PIPE, FITTINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SAFEGUARDING OF THE POSSIBILITY OF' ANY SAGS OR HUMPS WHICH WOULD TRAP AND ADHESIVE SHALL BE U.L. PRIMARY PIPE THE INSTALLATION AND MATERIALS AND EQUIPMENT STORED ON THE SITE THE LINES. BACKFiLLED, LINES ARE TO BE DISCONNECTED FROM THE - TANKS AND PLUGGED OR CAPPED, INCLUDING FLEX CONNECTOR,. APPROVED FOR PETROLEUM TO PREVENT THEFT, VANDALISM OR DAMAGE. THEY SHALL BE SUBJECTED TO A MINIMUM OF 50 PSIG AIR PRODUCTS, ALCOHOLS AND 2. SCOPE OF WORK 4-5. TRENCHING AND PIPE CHASES PRESSURE (OR AS REQUIRED BY LOCAL AND STATE CODES), ALCOHOL--GASOLINE MIXTURES, CHECKED FOR LEAKS WITH A SOAPY SOLUTION !N THE: PRESENCE APPROVED MANUFACTURER: TRENCHR!vG WIDTH WILL BE SUFFICIENT TO MAINTAIN THE OF THE OWNER'S REPRESENTATIVE FOR A MINIMUM OF 30 MINUTE;. AMERON DUALOY 3400/L.. THE PIPING SYSTEM TO 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 SHALL BE PER MANUFACTURER'`;THE PLOT PLAN OR COVERED IN THE ADDENDA TO THESE SPECIFICATIONS PROPER twI__D AND COVER, A`, WELL AS PITCH OF LINES. NOTE. A t OR ON THE RELATED PIPING DRAWINGS. INCLUDED ARE APPROPRIATE " SPECIFICATIONS DETAIL TMA.� I`HE MINIMUM OVER T�._I FINISH GRADE OVER PRODUCT' CONNECTIONS AND APPURTENANCES TO THE INSTALLED EQUIPMEN-1 iN THE LIN JUTSIDIr `'HE CONCRETE ISLAND MAT AREA 1; 15', SAY VALVE AT DISPENSERS COMPLETE SYSTEM, E.G. UNDERGROUND TANKS, PUMPS, DISPENSERS AND PIPE ., HA E"S IN THE CONCRETE OR ASPHALT PAVING SHALL_ BE INDICATED VAPOR CONTROL OR RECOVERY EQUIPMENT-. CONTRACTOR 'SHALL CONSTI< E D AS DETAILED ON THEN DRAWING``> .AND AS LOCATED Y�r.. _ (DOUBLE WALL PIPING) REFER TO THE PLOT PLAN FOR THE ORIENTATION OF CONNECTIONS AT �, * • , .. •- . ON ^�E. JT PLAN. THE MINIMUM SPACING BETWEEN PIPES IS TANKS AND PIPE CHASES FOR PIPING. 6 HOWEVF R, DIVING RUN", flAL_L NOT BE LAYERED WHERE', i='II'[tvG RUN` MUST CROSS, A °'" VERTICAL DIMENSION BE? NOT TO SCALE 3. PIPING MATERIALS w'iPES SHGt. ;_� ALSO BE ['MAINTAINED. THE EXCEPTION Tt. 6- ASPHALT PAVING LAP RULE `- WHERE A RRAP*<,H LINE TO A DISPENSER _ ,E,, A STANDARD SUCTION/PRESSURE AND UNDERGROUND VENT OR VAPOR ADJA_.F.NT PRODU' j ;_INL5 WITH A TEE AND 45 DEGR0 IrLBOW PIPING SHALL BE DUALOY 3000/L AS MANUFACTURED BY AMERON. A SHOWN N � FTA{L. SHOWING THE DISPENSER PIPING. RNATE PIPING SYSTEMS ARE TO BE APPROVED BY -THE OWNER'S ENGINEER/REPRESENTATIVE, 5 SED AND BACKFILL MATT91AI B. FLEXIBLE CONNECTORS, WHEkf CALLED FOR, SHALL BE TITEFLE 5 1 GRAVEL - STANDARD FILTER FABRIC ENVELOPE —'—=4 f =" _ AROUND PEA GRAVEL BED i I "SOILSAFE 30�> OR AN ,APPROVED EQUAL. r E I` III= STANDARD BED At*I' BACKF MAIERIAt- SHOULD BE NATURALLY AND BACKFILL. (WHERE REQ'D) _. F 6>. __I i.d:.I cv ROUNDED AGC 'ATE, CLEAN AND FREE FLOWING, WITH 4, PIPING INSTALLATION -' . I d I- hh N MI"J. MIN f MIN PARTICLE NOT L..ESS• THAN '8" OR MORE THAN 3/4" IN PEA GRAVEL- BACKFILL--- DIAMETER USE THIS, DESCRIPTION WHEN SPEC(FYlNG OR �� �' r � f'� ' NO. REVIS IONS DATE 8Y CHK. 4_- 1 . FIBERGLASS PIPE ORDERIs4�_; BECAUSE MATERIAL IS KNOWN BY DIFFERENT NAMES s• STAGE I± VAPOR RECovEa�r--"_ , L, ..�I .-„ _ IN DIFFE-RENT AREAS. THIS MATERIAL IS COMMONLY CALLED 0 CREATED PiPE SPECiFICATION PLAN FORHYANNIS SITE. 1/10/95 PML STORAGE AND HANDLING, STRINGING, JOINING, LAYOUT AiND PEA GRAVEL.. THIS IS THE SAME MATERIAL AS SPECIF!F'Ct FOR � Z' LAIA FIBERGLASS- THE "• PREPARATION FOR INSTALLATION, CUTTING, TAPERING., - ) - TANK INSTALLATION ,AND 'S CLASSIFIED AS SELF PIPING Ri1NS WITH _ y� _ � � BONDING A - - ND/OR CURING ADAPTORS TO STEEL PIPING OR COMPACTING MATERIAL,THIS MATERIAL SHALL NOT HAVE MORE 3' SECONDARY CONTAINMENT I --= I i -�i ° �I I Imo!i ;�{#{ -�i 1=I!f��I I--1 � ={I i -i I_I 1(i: I. r �.. FLEXIBLE CONNECTORS SHALL BE IN ACCORDANCE WiTH 4I t i _� I:�I I�-.I I ICI I ��I I I I:�I -i I� "URN THAN 3% PASSING THE NO. 8 SIEVE. _ _ _ MANUFACTURER'S INSTRUCTIONS OR RECOMMENDATIONS. ,-I I El I I� I I ICI I� ���--��f I +I I I - I({ -T •CIVIL & CONSULTING ENGINEERS -PROJECT MANAGERS CONTRACTOR MUST BE FAMILIAR WiTH SUCH PRACTICES AND 5-2. ALTERNATE - STONE OR GRAVEL CRUSHINGS PREGRADED PEA GRAVEL BED ---' 1 ! I---_I!I_-tr,.l i i:�lice_} PROCEDURES AND FOLLOW SAME UNLESS CERTAIN INSTRUCTIONS t oENViRONMENTAL do SITE PLANNERS •MUNICIPAL ENGINEERS WHICH ARE SPECIFICALLY COVERED IN THESE SPECIFICATIONS, t <' TYPICAL. rRENC" 19 111DSTATE DRIVE STONE OR GRAVES CRUSHING. WITH ANGULAR PARTICLE SIZE -.-- - _______ __ ___ __ ..��, I FARMINGDALE. N.Y. SUITE 220 DANBURY, CT. I.E. PIPE BURIAL, SEEM TO BE AT VARIANCE. INSUCH NOT LESS THAN 1/8'° OR GREATER THAN 1/2" IN DIAMETER, AUBURN, NA_ 01501 BURLINGTDN, N.J. TEL. (50$) $32- 444 fAIRFAX, vA. CASE, THESE SPECIFICATIONS WILL BE FOLLOWED. WASHED AND FREE FLOWING IS ACCEPTABLE AS AN ALTERNATE FAR (508) 892-7444 MATERIAL. -[HIS MATERIAL MUST MEET ASTM C-33 PARAGRAPH PRODUCT PIPE TRENCH DETAIL TITLE: DOUBLE �,� 7.1 REOUlRE�MENTS FOR QUALITY .AND SOUNC)NESS AND IS ALSO PRODUCT TO SCALE CHECKED. WALL FIBERGLASS CLASSIFIED AS A SELF-- COMPACTING MATERIAL. - PIPE SPECIFICATIONS _/20� 'R6THil' DRAWING ANDTYRO[ ALL ;NK fJRMATI(JN ril[REf�N 1S f HE P DRAWING NUMBER R +qOi E of rrOR oED FYC PT iro. AND SMALL GEM PETROLEUM CORP. � YM9ING N 3 Flog $E cUP1IIE (T THEREOF rP RT FOR THE PURPOSE ; SSJ� 3C34+382 112 BARNSTABLE RD ` FOR WHICF! IT IS EXPRESSLY V FURNISHED, THE DftAWiNG A' r SHEET Ni1A1BE�"t 4^�dt) 4NY COPIES TiiEREOF pP,RTtAd, OR CQMPLETtr) c;,i _. RF RETURNED TO THEOWNEP ON DEMAND. 2, 112S, MA 3 HYANNI_,, 10/95 95505TK3.DWG r - , MA 11 r : ,.77 e + a c. N ,. r§....—_ _ y...51. '� .. .. '. Y. .0 —__ _. .m+_..✓.,..,s„as.J'.5...-x&., r R�i.`6d.Y3:m',°_.•9.: 'S€. ...:'d,9bLki�Sa:'a. ....+�:,. +... !a ,. -,., yh,' 1 TANK INSTALLATION" INSTRUCTIONS DOUBLE WALL FIBERGLASS TANKS: DO NOT MIX APPROVED GRAVEL WITH SAND OR NATIVE SOI(-. ALWAY", ALL ANCHOR STRAPS MUST BE UNIFORMLY TIGHTENED WITH TURNBUCKLES EXTERNAL PIPINC> A. -A r STRAPS SHOULD BE SNUG BUT CAUSE NO TANK THE PUMP AND ATTACHED PIPING MUST BE FREE TO MOVE WITH THE -HANDLIN IN THE UNLIKELY EVENT THAT A LEAK IS DISCOVERED IN ANY OF USE APPROVED GRAVEL. DO NOT BACKFILL IN LAYERS U".33ING '-,' N ) OR OR COME- A LONGS. LIFTING TANKS 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 PDX OR STREET BOX TO ISOLATFF THE PIPING FROM THE TRAFFIC PAD. SCHEDULE A TANK REPAIR. DO NOT AT-TEMPI TO REPAIR THE TANK. LOOSE) NATIVE 'SOIL MUST BE REPLACED WITH APPROVED BACKFILL DIAMETER WITH A GAUGE STI(�K BEFORE AND AFTER SNUGGING USE INSTALLATION LIFT LUG(S) TO LIFT TANK. LARGER TANKS (OWENS CORNING FIELD SERVICE TEL. 419 248 8196) MATERIAL )TRAPS(10' AND 12' DIA.) HAVE MULTIPLE LIFT LUGS, ALL MUST BE TAKE PRECAUTION DURING CONSTRUCTION TO ENSURE NO DAMAGE OCCURS USED. GUIDE THE TANK WITH GUIDE LINES. DO NOT USE CHAINS DO NOT EXCEED 5 PSI DURING AIR TEST. BACKFILLING TRIPLE CLAMP THE 'WIRE ROPE, TO THE EXPOSED PIPING AND FITTINGS OR CABLE AROUND THE TANK. DO NOT STAND ON THE TANK WHILE AFTER SUCCESSFULLY COMPLETING THE AIR TEST, DISCONNECT AND REMOVE INTERNAL PIPING IT IS BEING LIFTED. NOTE: TAN�k�F INSTALLED WITH BACKFILL TO TOP OF TANK, bu' Do NOT USE STRAPS OR CABLES BETWEEN RIBS. THE AIR MANIFOLD FITTINGS, HOSE AND VALVE, WITHOUT BACKFILL TO GRADE, SHOULD BE COMPLETELY I`_ILLED WITH ONLY USE LIFTING EQUIPMENT TO MOVE TANKS, CAPACITY OF BEFORE BACKFILLING TO GRADE, A 5 PSI AIR/SOAP TEST ON ALL 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, LIFTING EQUIPMENT MUST BE CHECKED BEFORE MOVING TANKS FINISHED PIPING CONNECTIONS AND UNUSED TANK FITTINGS I$ PRODUCT IN TANK UNTIL BACKFILL i'�j EVEN WITH TANK TOP (12' DIA. TANKS REQUIRE A 6" MINIMUM CLEARANCE). THE WEIGHT OF OVERBURDEN ON TOP OF THE CONCRETE SLAB PROVIDES 2. DOUBLE WALL TANKS CANNOT BE MANUALLY UNLOADED FROM THE RECOMMENDED. BACKFILL USING THE SAME MATERIAL. AS USED FOR BEDDING. PLACE THE ANCHORING FORCE K. FILLING TANK TRUCK. D. HOLE SIZE FIRST 12" LIFT EVENLY AROUND TANKS. FROM THE DANK OR ADJACENT TANK TOP. BACKFILL. MUST BE PUSHED COMPLETELY BENEATH THE TANK THIS PAD DESIGN IS STRIGFLY FOR BUOYANCY. POOR SOIL DO NOT FILL UNTIL BACKFILL IS 10 TOP OF TANK. NEVER ADD PRODUC' STABLE WALLS BETWEEN - AND UNDER END CAPS '0 PROVIDE NECESSARY CONDITIONS MAY REQUIRE INCREASED REINFORCEMENT AND SLAB SIZE. OR WATER FOR HOLD DOWN IN DRY HOLE CONDITIONS UNTIL BACKFILLING' DO NUT ROLL OR DROP THE TANK. FOR TEMPORARY STORAGE AT BOTT()�M, BET EN RIBS t.- i THE JOBSITE, SET TANKS ON SMOOTH GROUND FREE OF ROCKS AND IN STABLE SOIL CONDITIONS FOR 4' THROUGH 12' DIAMETER TANKS, SUPPORT. A ONG HANDLED PROBE CAN BE USED TO PENETRATE IS COMPLETED TO TOP OF TANK. FOREIGN OBJECTS AND RECHOCK WITH THE TIRES OR SANDBAGS THE HOLE MUST BE LARGE ENOUGH TO ALLOW A MINIMUM OF 24" BACKFIL.1, AND PUSH IT BETWEEN Ad RIBS AND AT 5 TO 5 POINT',-D IMBED ANCHOR POINTS IN CONCRETE AND ATTACH THEM TO ENDS OF BETWEEN ADJACENT TANKS AND 24" BETWEEN THE TANK SIDES/ENDS AND UNDER ENDCAPS, THE BACKFILL MAY BE SHOVELED BENEATH THE TANK. STRAPS WITH WIRE ROPE (SEE TABLE AT END OF THIS S'FCTION) AND (EXCEPTION: SEE INSTALLATION PROCEDURE, WET HOLE, SECTION "H") THE BANKS OF THE HOLE PLACE ANOTHER 12 LIFT EVENLY AROUND THE TANKS REPEAT THE. CLAMP WITH AT LEAST THREE CLAMPS, BE SURE THERE IS A 12" BED L. VENTING B. BED AND BACKFILL PROBING OF BACKFILL FROM THE BANK OR ADJACENT TANK TOP. BETWEEN THE CONCRETE PAD AND THE TANKS, UNSTABLE WALLS, ALL TANK SIZES AFTER COMPLETION OF SECOND LIFT, BACKFILL CAN BE BROUGHT TO THE CONCRETE PAD MUST EXTEND AT LEAST 18" BEYOND SIDES OF ALL TANKS MUST BE VENTED, AS TANKS ARE DESIGNED FOR OPERATION AT 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 ATMOSPHERIC PRESSURE ONLY, EXCEPT FOR USE WITH VAPOR RECOVERY 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 S�)IJPPORT.) TO EXTEND THE SLAB TO THE UNDISTURBED NATIVE SOIL. SYSTEMS PROVIDED THE PRESSURE OR VACUUM DOES NOT EXCEED 1 PSI- ALWAYS USE APPROVED GRAVEL. DO NOT BACKFILL IN LAYERS USING SAND SOIL IS SOFT OR IN AREAS WITH EXPANSIVE CLAY SOILS, A LARGER THE VENT OPENING SHOULD BE THE SAME DIAMETER OR LARGER THAN 'THE OR NATIVE SOIL HOLE IS REQUIRES TO SUPPORT TANKS. IN THESE TYPES OF THIS METHOD W,LL NOT WORK IN TIGHT AREAS IN STRAIGHT WALLED DEADMAN ANCHORS PIPING TO REMOVE PRODUCT, CONDITIONS, THE HOLES MUST BE LARGE ENOUGH TO ALLOW A HOLES. STRAIGHT WALLED HOLES WILL REOUIRE A CURVED PROBE TO IF THE MONITORING GAVITY BETWEEN THE INNER AND OUTER TANK IS IF BACKFILL DOES NOT MEET THE SPECIFIED REQUIREMENTS, ALTERNATE MINIMUM OF 1/2 THE TANK DIAMETER FROM SIDES ENDS OF TANKS BACKFILL UNDER THE TANKS. THE CURVED PROBE IS A 4' SFCTION OF THE WEIGHT OF OVERBURDEN ON 'TOP OF THE DEADMAN AND -TANK VENTED, IT MUST BE VENTED 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 LEVERAGINGACTION ON THE LONG HANDLED PROBE PARALLEL TO TANK. THE TANK MUST NOT "OVERSHADOW" THE UNSTABLE SOILS ARE DEFINED AS THOSE SOILS HAVING LESS THAN PRESSURIZED DELIVERIES ARE NOT RECOMMENDED. IF THE DELIVERY 1 . GRAVEL CREATES A PUSHING ACTION UNDER THE TANK BOTTOM, DEADVAN ANCHOR. CLAMP WIRE ROPE WITH AT LEAST' 'THREE CTAMF"�, 750 LBS./SQ. FT. COHESION AS CALCULATED FROM AN UNCONFINED VEHICLE USES PUMPS TO FILL THE 'TANK, INSTALL OVERFILL SHUT OFF COMPRESSION TEST; OR SOILS WITH AN ULTIMATE BEARING CAPACITY THE FOLLOWING PROCEDURE IS THE MOST EFFECTIVE FOR THE CURVED AROUND DEADMAN AND THROUGH END OF' STRAP. EQUIPMENT IN THE TANK AND TRUCK TO PREVENT THE TANK FROM BEIN',, A CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF OF LESS THAN 3500 LBS./SQ. FT. UNSTABLE SOILS OR AREAS WITH PR(J)BE: OVERFILLED, OVERFILLING THE TANK UNDER PRESSURE WILL DAMAGE THE PARTICLE SIZES NOT LESS THAN 1/3" 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, P_7VEN IF THE TANK VENT IS UNRESTRICTED REQUIRED. THE CROSS SECTION DIMENSIONS MAY VARY DEPENDING ON BURIAL 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 EXTENSIONS 2 CRUSHED STONE OR CRUSHED GRAVEL FOR SOILS WITH LESS THAN 250 LBS./SO. FT, COHESION OR WITH AN ENTIRE TANK BOTTOM AND ARC)UND THE END CAPS. 15 AS FOLLOWS: ULTIMATE BEARING CAPACITY OF LESS THAN 500 LBS./SQ, FT., A PLACE THE FIRST 12" LIFT OF BACKFILL. TANK MIN, THE STANDARD MANWAY IS 22" IN DIAMETER AND HAS LOAD BEARING WASHED, CRUSHED STONE OR GRAVEL WITH AN ANGULAR PARTICLE FILTER FABRIC HOLE LINER IS RECOMMENDED 1*0 PREVENT BACKFILL DIAMETER HEIGHT WIDTH CAPACITY OF 1200 LBS. OPTIONAL HEAVY DUI-",' MANWAYS HAVE A LOAD SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4" IS REQUIRED. MIGRATION REFER TO SECTION "r' BELOW, 3. PROBE THE ENTIRE TANK BOTTOM AND END CAPS AGAIN. BEARING CAPACITY OF 2400 LBS NOTE: ALL BACKFILL MATERIALS MUST MEET ASTM-C 33 PARAGRAPH 7.1 E. BURIAL DEPTH ANIQ�C �VR 4' 6" X 6" N. MANWAY RISER-, FOR QUALITY AND SOUNDNESS. THE BACKFILL SHOULD NOT HAVE MORE 4" PLACE THE SECOND 12" LIFT OF BACKFILL. 6',8' 12" X 12" THAN 3 PERCENT PASSING THE NO. 8 SIEVE. THE DRY GRAVEL DENSITY THE TANK HOLE MUST BE DEEP ENOUGH TO ALLOW A MINIMUM 12" REQUIRED 10, 12" x 15. FIBERGLAS'S MANWAY RISERS PROVIDE A -NON CORRODING, SPACIOU'E; ACCE.`�,,,, MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT 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" FROM A MANHOLE BOX AND COVER. SINCE THE BOTTOM IS OPEN, THE THE TOTAL BURIAL DEPTH FROM THE TANK TOP IS GREATER THAN 60 A ROUND CROSS SECII(-)N 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. INHALLATION . PROCEDURE WE7 HQL EQUALS OR EXCEEDS THE DEADMAN WIDTH, OUTSIDE. TRAFFIC AREAS REQUIRE A REINFORCED CONCRETE DRIVF PAT) SEE' SECTION "I" BELOW FOR DETAILS NOTE: THE CONTRACTOR SHOULD REQUIRE HIS BACKFILL SUPPLIER TO A F-11-TER FABRIC SEPARATOR MAY BE APPROPRIATE TO PREVENT ,.-,RAVEL 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 DIMEN' ION S3 - PAVING MUST EXTEND AT LEAST 12" BEYOND TANK MIGRATION. REFER TO SECTION "I"' ABOVE FOR DETAILS. WATER LEVEL EACH 'TANK WILL REOUIRE TWO DEADMEN. IF ONE DEADMAN IS USED 10,000 GALLONS OR LARGER; ONLY ONE RISER IS PERMITTED WITH TANK OUTLINE IN ALL DIRECTIONS. '::')HOULD BE MAINTAINED AT LOWEST PRACTICAL LEVEL. BY USING PUMPS FOR ADJACENT TANKS, IT MUST BE DOUBLED IN WIDTH A SIZES LESS THAN 10,000 1-3ALLONS DOE TO POSSIBLE BUOYANT FORCES. (7- 'VISUAL AIR SOAP TESTING WITH OR W11HoUT A WELL. POINT SYSTEM. PREPARE BED AS OUTLINED IN SEPARATE ANCHOR POINT MUST BE PROVIDED FOR EACH STRAP. MAXIMUM H,_:RAL DEPTH,— BECAUSE A CrNPINUOUS VACUUM MONITOR WILL SECTION "G". REBAR ANCHOR POINTS ARE INCORPORATED WITH THEIR LEGS ANCHORED THE RISER MUST BE INSTALLED WITH A MINIMUM Of 6" CLEARANCE FROM DOUBLE WALL TANKS ARE SHIF�IPED TO THE JOBSfTE WITH A VACUUM, IN THE BE IN USE, !HE MAXIMUM BURIAL DEPTH s5 3' FROM THE TANK TOP T,") BALLAST LINDER THE REBAR REINFORCEMENT SPACING FOR ANCHOR POINTS IS THE TOP OF THE TANK, THE BOTTOM OF THE RISER SHOULD BE SUPPORI-LE.l.', TANK CAVITY BETWEEN THE INNER AND OUTER TANK WALLS THE VACUUM GRADE FOR DEEPER BURIAt DEPTHS, COWAf."T THE MANUFACTURER'S TANK DETERMINED BY THE NUMBER OF ANCHOR POINTS SHOWN ON TANK WITH 2" X 4" X 3' (MIN.) WOOD PIECES. SHOULD BE LFF7 JNDISTURBED UNTIL THE TANK IS READY TO BE AIR INSTAL;.t\TION MANAGER. IF THE WATER LEVEL CANNOT BE LOWERED, THE TANKS WILL NEED 'TO DRAWINGS. TESTED BY THE 1-1'0NTRAr'TOR. IN THE UNLIKELY EVENT OF SHIPPING PLACE TANKS IN THE HIOLE, ADDING ONLY ENOUGH 0. 2T DAMAGE, THIS TEMPORARY VACUUM SERVES AS AN EARLY WARNING DEVICE. NO TRAFFIC L.CIAOS (55(� 2;,1 ;.)00 GAL. IMOI)E,,�`, TANKS NOT BE BALLA', MONITORING W L SUBJECTED TO TRAFFIC LOALz6 NEFID A MINIMUM )F 24" BALLAS'; SINK THEM. BALLAST LEVEL !N TANKS MUST NEVER AN ANCHOR POINT CAN BE FABRICATED FROM REBAR AS FOLLOWS: -iE VACUUM CAN DETECT RELATI'VELY "LARX' LEAKS IN THE INNER OR SUBJE( EX .1) AATFR LEVEL IN THE HOLE DURING INSTALLATION. WHILE PLACE MONITORING WELLS AT LEAST ONE FOOT OUTSIOE OF OUTER TANK JUTER TANK, BUT IT CANNOT DETECT "SMALL" LEAKS. THEREFORE, MOR BACKFILL; OR 12" PLUS 4" REtNf W".1D CONCRETE INSULT LOCA,_ AIL,, �Nv',' 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 CODE-,' ;7OR MINIMUM 4 10WABLE. ­:IARIAL DEPTH pC, TANKS SHOIJILD BE FREE TO ROLL SLIGHTLY ( I S-TRAP/ANCHOR PNT-.) WIDTH USING THE FOLLOWING PROCEDURE 1164NIMUM RUWL DEPTH BACKFILLING 4%6' NO. 6 4 1/2" P. BARRICADES 11, 81, RELEASE THE VACUuM IN THE TANK CAVIrY BEFORE SETT,IN"_",, 81 NO, 8 TANK AREA MUST BE BARR!CADED TO PREVENT ANY VEHICLE TRAVEL- OVI__�t' r NK-, SUBJECTEP, TANK IN THE EXCAVATION, PLUG AND TIGHTEN AL?. FITTINGS. ';,AFFIC LOAU_� ('-64 20,WO GIAL 'A ��RFSSURE TEST TANKS TO 5 PSI AS VaLLOWS. !RAFFIC LOADS MUST A COvtj�� Df-',PTH �,� 36" BACKFI11,L. OF --"TRIBUTE. BACKFILL 1;.VENLY AROtIND TANKS, PUSH BACKFILL UNDER 10',12' NO. 10 12) 1/2" THE TANKS UNTIL THE INSTALLATION IS COMPLETE. 'i TANK -AFTER EACH DROP t,61NG EITHER 4 LONG HANDLED PROBE OR AN Ulf IkEiN�",)RCED CONCRETE E OW,JIV 19' BACKFILL "LUS #�' rN TURNBUCKLES OPTIONAL ' OUTER WALL TM: RE04FOWEMEN7`� IN THE CO" PAD V,J ST' BC PROPERt"' `SIZED FOR AIR it' AFTER H A"VFiLL I'S AT' LEAST 2' UP THE TANK SIDES, ( ) Q. !NSIALLLTION CHECKLI T r4t JOB CC",' - r �NS TO ASIkoof CONCK"I - JRFACE. OAD INTEGRITY t ADDITIONAt SACXYti AN BE FREELY ADDED TO TANK TOP WITHOUT CAUTION: PRESSURIZING THE TANK CAVin OVER 5 PSI MAI 'JSING THE .PROvk,": AIR JET. HOOK, JAW OR EYE TYPE TURNBUCKLES (-DROP FORGED) MAY BE USED IN COMPLETE THE INSTALLATION CHECKLIST, PROVIDED BY THE TANK DAMAGE VOR ALL TE5TS, INSTALL AN .AIR GAuGE NO TRAFFIC 0k,.CY_!1_ '�AL MTDDEb&4 ;ANKS NOT PLACE Or ALL OR A PORTION OF THE WIRE ROPE DESCRIBED IN THIS MANUFACTURER IN THE SHIPPING PACKET. MEASURE, COMPARE AND RECORD T SU&)CF,-%Ft.0 TO TRAFFIC LOADS 'MINIMUM 0. ADD17IONAL INFORMATK)N ON ALTERNATE OUT Of' HOLE TECHNIQU[`i SECTION. THE TANK VERTICAL DIAMETER READING BEFORE BACKFILLING AND AFTER AT THE NHERE THE AIR PRESSURE" 'I VER OF 4 2 CONNECTED TO THE TANK AND A 3-ECOND GAUGE A T" OR 3e M(.KFtL.L 4" REINFORCL ' ARE AV41LABLE FROM OWE: -4 RNINO 'TANKS. F�EQUEST PUBLICATION BACKFILL IS BROUGHT UP TO SUBGRADE TO VERIFY THE TANK BACKFILL ., f OTHER `415, ALTERNAli ;FILL PROCEDul`11�1- BE RETAINED MONITORING FITTING. USE AN AIR GAUGE WITH A 1,,"4 OR 112 ALL ANCHORING METHODS SUPPORT, A COPY OF THE INSTALLATION CHECKLIST MUST BY THE TANK OWNER AND/OR INSTALLATION CONTRACTOR TO VALIDATE ANY S 8 FC Tt POUND INCREMENTS SO THAT CHANGES IN AIR PRESSURE.- CAN REE IC L (25.000- 48,000 GAL, k4aA : S� TAN,, U J _D IPK4!MIJM PFR ANCHOR LOCAT!QN: FUTURE WARRANTY r! Alk.A. , A COVER DEPTH Of' -D, Pi US EASILY OBSERVE �,- ;RAF OjADS, WV'S) H 6ACKFIt.t 6' OF 1',`;'PHALT OF RC..UR RIFIt4FORCED CO&�1'',RF-TE. HYDROSTATICALLY TESIED USING A MANIFOLD SYSTEM CONNt�.'TED TO THE INNS TANK ANP IT IS �­`NSIBILI'i' i 'HE ;,�,,NK ;dVVNE.R Ok 0 '_ R L P R Eb C_N 1A I`jVE TANK DAME FER 4�,6' 8',10',12' NOTE: TANKS AND PRODUCT PIPING ARE TO BE THE CAVITY BETWEEN THE INNER AND C�UTER TANk PRESSURIZE F. EILIER EMffC ...... T,,,, Dt 'LRMIN,, dr IF-CHANIC:,41. tNCHORIN,,-, F', 1-ii 00REC, FORA FOR TIGHTNESS BEFORE PUTTING THE SYSTEM INTO SERVICE. REPORTS .LR I � 1,,,JIA1 Of Nko"L�'l- IUNDER(31ROUNU NATEP DROP f ORGED TURNBUCKLE DIA : SHALL. BE SUBMITTED 'TO THE LOCAL FIRE CHIEF AND TO THE OWNER`3 THE TANK CAVITY USING AIR PRESSURE FR(.-'IM INNER, TANK SITE. ALL, 4 TAP; E. SuRFA47i, Sp: ,,�,,i. �, ,D �41JOK TYPE 3/4" IT IS !HE RESPuNsIBIUTY THE 1�, s()R THr OWNER- 1 1/4!' REPRESENTATIVE I % JAW TYPF I 2o' 3/4- APPROPRIATE FC* Yri' RRIL_�_OMMLNDED 11 T THE EYE 1 112" 3/4!' STEP 1 -- WITH THE MANIFOLD VALVE TO THE CAVITY 'LOSED, ENGINEER) 70 DETERMINE IF FILIT I, IF NATER 4:1 'THF �A.NK HOLJ '-JA, FIRST PRESSURIZE THE INNER TANK TO 5 PSI MAXIMUM 1-`�'PECIFIC, IN')TALLATION. IN MC,,�-.,,T CAS, F. ALL. OF THE OTHER TANKS H V, - '; ''ALLY AN;Lit.tRFD UNLE- MINIMUM 81-IRIAL DEPTH INSTALLATION PROi'EDURES FOUND 015�R_ ARE CAREFULLY F, , LOWED, THE WIRE ROPE DIAMFIf STEP 2 — CLOSE THE AIR SUPPLY VALVE TO THE INNER TANK USE OF A FILTER FABRIC MAY NOT Bi REU � ICED. FROM, TANK. ' ­4 I`: AS I"OLLOW'S' . AND THEN DISCONNECT THE AIR SUPPLY, 6 X 19 31/4" 112" PLTER FABRIC PRFVENTS THE MIXING Of' PEA /RAVEL WITH NATIVE 1_,04L. CONCRETE DRIVf., (1k4PR(1`1VED PLOW ST[A_L) STEP 3 - PRESSURIZE THE CAVITY BETWEEN THE INNER AND WITHIN THE HOLE. THE FABRIC HELPS TO MAINTAIN THE INTEGRITY AND PAD THICKNCSS DO N01 USE 'WIRE EYEBOLTS OR bE_N I STEEL EYEBOLTS. OUTER TANK TO 5 PSI MAXIMUM BY OPENING THE MANIFOLD STABILITY OF THE BACKFILL MATERIAL. THE USE OF A FIL.TER ' FABRIC VALVE THEREBY TRANSFERRING PRESSURE FROM THE INNER IS RECOMMENDED FOR THE FOLLOWING TYPES C)F INSTALLATIONS: FANK MINIMUV BURIED DEPTH WHEN TANK. DiAMETER MECHANiC'AL ANCHORINC .1> NOT REQUIRED NG117. TANKS IN`� -,,tLED WITH BACKFILL rG TOP OF TANK BUT WITHOUT 1 , TIDAL CONDITIONS OR AREAS SUBJECTED I() FREUUENTLY CHANGING BACKF ,ILL TC .,RAL)E SHOULD BE COMPLETELY FILLED WITH WATER OR T A- RALLA-1 `DO NOT PLACE VV4_'E_R OR PRODUC-11 N TANK UNTIL..DO NOT CONNECT THE AIR SUPPLY DIRECTLY TO THE 4 2 7" PRODUC MONITORING FITTING OR ALLOW THE MANIFOLD VALVE TO BE GROUNDWATER LEVELS, 6* 45" 41` BACKFItt, IS EVEN WITH TANK TOP, OPEN DURING STEP 1 , TYPICAL- AIR COMPRESSORS CAN OVER 2. UNSTABLE SOILS (MUCKS OR LANDFILLS). 81 54 PRESSURIZE (OVER 5 PSI) THE TANK CAVITY BETWEEN THE 10, 0" 66" FIBERGLASS TANK'-., CAN AL'_,O BE ANCHORED `,AFF_Cf BY USING BURIAL. r INNER TANK AND OUTER WALL IN LESS THAN 2 SECONDS. 3. WATER CONDITIONS WITH SILTY SOIL. 12' 8 7P" I .., TH AND A SURFACE 'SLAB TO OFFSET THE BUOYANCY FACTORS. FOR ALiERNATE ANCHORING METHODS, ( nNTACT THF VANI.)FACTURER's TANKS STEP 4 ­ MONITOR THE PRESSURE ON BOTH THE INNER TANK AT THE ABOVE BURIAL DEPTHS, THE OVERBURDEN OVER THE- TANK WEIGHS INSTAI_ LATION MAMA" ER. A SUITABLE FILTER FABRIC IS "TREVIRA S1120" (HOLES LESS THAN 10' AND CAVITY BETWEEN THE INNER AND OUTER TANK FOR AT DEEP) OR "TREVIRA S1125" (HOLES GREATER -THAN 10- DEEP). BOTH ARE MORE THAN THE GUOYANi."Y OF THE EMPTY TANK WITH WATER TO GRACE LEAST 30 MINUTES. SOAK THE OUTER TANK AND CHECK FOR MANUFACTURED BY HOECHST CELANESE CORPORATION (800 -845 7597). (SAFETY FACTOR EQUALS 1 .2). J. PING AND SUMP CLLARANCES LEAKS AS INDICATED BY BUBBLES, AN OUTER WALL LEAK EQUIVALENT FABRICS MAY BE SUBSTITUTED UPON APPROVAL OF THE DETECTED BEFORE BACKFILLING IS SIMPLE 1-0 REPAIR. DO OWNER'S ENGINEER. NOTE: TANKS INSTALLED WITH BACKFILL TO LOP OF TANK BUT W!TH(:)Ul AINKS WITH BOTTOM SUMP'_-: NOT BACKFILL A TANK WITH A KNOWN OR SUSPECTED LEAK IN BACKFILL TO GRADE SHOULD BE" COMPLE.TEt,Y FILLED WITH WATER OR _ � NO REVISIONS DATE BY CHK. THE OUTER WALL. POLYETHYLENE IS NOT CONSIDERED AN EFFECTIVE MATERIAL TO PREVENT PRODUCT AS BALLAST. DO NOT PLACE WATER OR PRODUCT IN TANK UNTIL WHEN INSTALLING A TANK EQUIPPED WITH A BOTTOM SUMP, EXCAVATING MIGRATION OF PEA GRAVEL AND NATIVE SOIL; IT TEARS AND WILL BACKFILL IS EVEN WITH TANK TOP. AND BEDDING MUST BE MODIFIED TO PROVIDE A 12" DEEP BY 24" — INNER WALL TEST DIAMETER H0!..E 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 RECOMMENDED, IS PACED, THE VOID SURROUNDIN(, THE SUMP IS TO BE HAND STEP 5 - CLOSE -THE MANIFOLD VALVE TO THE CAVITY BETWEEN INSTALLATION PROCEDURE LINE THE EXCAVATION SIDES AND BOTTOM EITHER OF TWO COMMON METHODS CAN BE USED A CONCRETE ANCHOR PAD BACKFILLED AND HAND TAMPED PRIQR TO ADDING BACKFILL AROUND THE THE INNER AND OUTER WALL. RELEASE THE PRESSURE AND WITH FILTER FABRIC. OVERLAP ADJOINING FABRIC PANELS AT LEAST 12 OR DEADMAN ANCHORS. BOTH METHODS INCLUDE THE USE OF N8ER('_,LASS TANK- VENT THE PRIMARY TANK (BY OPENING THE AIR SUPPLY ANCHO :�R STRAP' -CIVIL do CONSULTING ENGINEERS-PROJECT MANAGERS INCHES. PLACE SOME BACKFILL ON TOP OF THE FILTER FABRIC IN AND ENVIRONMENTAL & SITE PLANNERS MUNICIPAL ENGINEERS VALVE), BUT MAINTAIN THE 5 PSI MAXIMUM PRESSURE ON THE AROUND THE EXCAVATION PERIMETER TO HOLD THE FABRIC IN PLACE, STRAPPING 19 MIDS,-ATr" DRIVF CAVITY BETWEEN THE INNER AND OUTER WALLS. IN WET' HOLE INSTALLATIONS, BACKFILL BALLAST 15 NE'.-.'ESSARY TO SINK FARMINGDALE, N.Y. SUITE 2�20 DANBURY, CT AND HOLD THE FABRIC TO THE BOTTOM OF THE EXCAVATION, USE FIBERGLASS ANCHOR STRAPS BETWEEN THE ARROWc; :SHOWN (,;N THE NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY 10 AUBURN, MA. 01",01 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 BURLINGTON, N.J. TEL (508) 832-74" FAIRFAX, VA. FIT-TING FOR ANOTHER 30 MINUTES, BUT NOT MORE THAN 60 G. INSTALLATION PROCEDURE DRY HOLE 2500 GALLONS IN CAPACITY, THE ANCHOR STRAPS MUPST ALSO BE PROCEDURESS. THOSE INSTRUCTIONS SHALL TAKE FAX. (508) 832-6844 MINUTES, LONGER TESTS CONDUCTED DURING CHANGING PLACED IN THE STRAP GUIDES AT THE TANK TOP. mE.T DRAW CAP TEMPERATURES OR CHANGING CLOUD COVER MAY DISTORT TEST BED PRECEDENCE OVER THESE DRAWINGS. FAILURE TO TANK INSTALLATION CHECKED: RESULTS I 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 $CALF- AS SHM CONOT ON EACH SIDE OF TANK, REGARDLESS OF' TANK DIAMETER ANCHOR DATE: 1/3/9s BOTTOM OR CONCRETE SUPPORT `-LAB. SET TANKS ON BED. INSTRUCTIONS WILL. VOID THE WARRANTY AND MAY DOUBLE WALL FIBERGLASS - HOLE MUST BE ALIGNED WITHIN ONE INCH OF THIS DRAWING AND ALL INFORMATION THEREON fS THE PLACE TANKS DIRECTLY ON CONCRETE SLAB, TIMBERS, BEAMS OR POINTS AT BOITOM OF RESULT IN TANK FAILURE. DRAV*4G NUMOM REV, PROPERTY OF rYRLE ORGAJ41ZATION, LrD. AND SHALT CRADLES. THE TANK -1C)P STRAP LOCATIONS). GIETrY PETROLEUM CORP. NOT Of WPIED OR USED E)tCEPT F0R THE PURPOSIE 555,0571<2 FOR WHICH IT IS EXPRESSLY FURNISHED. THE DRAWING SSA' 304882, 112 BARNSTABLE ROAD SFUT WJk*MR AND ANY COPIES THEREOF (PARTIAL OR COMPLETE) 0 SHALL BE RETURNED TO THE UWNER ON MMAN[). HYANNIS, MA 4 HYANN?',:.)', MA 1/10/95 95505TK2.DWG -------------- A"-