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HomeMy WebLinkAbout1996 - Tank Replacement RemediationYa[niouta Jrt G t 976 Route 6A Yatmouth[Oet PN Uude[gmund Tank Aptil 16, 1996 e �< r UlllfGt/A/ k Yarmouthrort Getty 976 Route GA Yaroauthportr' Underground tank installatiol pp 1 i t1 AS, e<. Ind-NanUMUNrFOUND 1 S.. tVI IN AT , ;I'ANc. ERA N j c F A 1 ffffff" Jf-1���� [� GORt ))) rp 5-Y r jINAIANNI, r 1 HS,_ !+ �' A# :L - \ dFITHIAN FOUND 1 V SINGE �RON l � IT FO1 NORTH �{� Je i � VA,(� � A � �RowE �: �-- ��- I/ _ of TNF q��nY,rtrJW j k -�' _ , _-may- x Ii �SG I p — w e -- v V s 49. -� DO DRIFT \No 2 \ ��� N--1 "50 RO W.. AS PER REF M 18p _ r M ANN NET ): 1\r �- �-�_ �l ` ie•,x.J Pict aIs>t ED°F or vAvtNcnr <10 Ba r I D 'w'� _ " U, �3 I : o —�, Y� D:TJ A J �r •_ S 79'18 40_ ❑ AREA MAP LET NOT TO SCALE _- — p EXIST Nc BIrumFOUs CONCRETE GJ SCOPE OF Z'ORK I - . , r P 1 { eF ,s+ -i i(TO REMAIN r Sr CONC ISLAND F _ (((��� ID RErAAV) Im (2) 3.D X 5 HAL �( RJ • REPLACE (l) EXISTING 320 CONCRETE ISLANDS WITH ' \\ \ TANI / -( s .0 CONCRETE ISLANDS AND (2). NEW - 1 ` L MULTI -PRODUCT DISPENSERS. \ \ I �u% /'Iq ]Tl -I _ -- -- �- � m • REPLACE (2) 6,000 GAL. & (2) 4.000 GAC. UNDERGROUND FUEL STORAGE 1 I C� �-- lJ h TANKS WITH (1) 10,000 GALLON AND (1) 10.000 GALLON COMPARTMENT \ \ \ (TD REw'n) DOUBLE WALL FIBERGLASS TANKS 1 ) • REPLACE EXISTINGCONCRETE MPT$ (PUMP AND TANK) WITH NEW • 1 J/2 BITUMINOUS CONCRETE OVERLAY IN AREAS OF CONSTRUCTION ONLY . 1 F%15TM0 1 1 \ \ E S cc , I GUNS, MATS - I _ \ � �(ar a/ !x (iyP.) ? I r(ro eEMwn) I • REPLACE EXISTING PRODUCT PIPIhG WITH NEW GCOFLFX DOUBLE WALL PIPING- O C\ L F%14 DEBTS J • IT IS THE RESPONSI91LItt OF THE CONTRACTOR TO LOCATE EXISTING \, co % 00 HE CANDOR) r,"� �- I CONDUITS, PRODUCT PIPING, ETC, PRIOR TO. COMMENCEMENT 1 I �I OF EXCAVATION OF ANY TYPE i • EXISTING TANKS PIPING AND APPURTENANCES ARF TO \ \ ApnpCe LQ`_0 O x 6C^S, EX511NG BITUMINOUS {x15* O.11RgER I I i BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL G4 01 Cr J 9 C 'A COA'CRETE (TO RECEYJE (TO PLkfIN) 'A 1 I •� T SNC MA `, �1 1/0 OVYRIAY IN AREA I PROPOSED VENT N A FEDERAL{ STATE AND LOCAL GOOFS AND REGULATIONS l / OF CONSTRUCTIO (c .. M9•d-0 .� I 1 • SAWCUT EXISTING PAVEMENT WHERE REQUIRED TO \ \ 1 \ \ p (If10,� %IST Bol FAINT / (yJ(y` N REMOVE EXISTING TANKS ANDIOR PIPING CONTRACTOR TO lg I \ T1Af3 _ALA (0 REMAIN) EXIST,BOLURD _ r DETERMINE LOCATION OF EXISTING PIPING IN THE FIELD 1 f \ •1 (1' INh a - � '. (To REMAw) %( 1952 It rip I F IT •.ALL CONCRETE AND BITUMINOUS PATCH ARBA. TO \ EXIST.- 55 N MATCH EXISTING GRADES. 1J PROP (2) 10000 ONE MH SEPTIC OI a(y 11 \-PROP. ]' SINGLE N9,L I I / 1 z ^ \1 DOUBIEWALL F'.BFFGIwS (TC ROMA n) I ,I I • ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH FUEL STORAGE TANKS I , PVC MANUOLD VENT EXISTING 1 STORY J \ )v I 1 BRCS GIFTED'O.S.H.A/ REQU REMENIS. ( DK pen, eyN 1,e. 1 111 1 (c[m SERVICE STATION)��I • PROPOSED TANKS AND PIPING ARE TO BE INSTALLED IN (r0 PEHAD 1� MOI1TCRNG V LL_ -JJ I� 1 S // ACCORDANCE WITH ALL FEDERAL STATE AND LOCAL CODES }(� (TRIP A PAID) -9'.. C 1 R. r ! Exls STORY AND REGULATIONS (1 �. e/•" -- K V. % I ��-r PROPOSED LXX OFRAM 'ull0lrvc ETF.tIC^ • CONTRACTOR SHAH -NOTIFY LOCAL FIRE DEPARTMENT W .r CO30t CCi:SCLE LC -r PIED 11 IN 11 / O �11 -!J 66� 1 M1 IN GENERATION AREA) EXISTITO BITUMINOUS - � ) �� I/ AND OBTAIN PROPER PERMITS PRIOR TO COMMENCEMENT 1 cFr.S VA P I 1 Of WORK. \ lr1 w 8.1,1. �_ nPPRss LoaOE (2j Exlsr .DDD OF p-MmN7 I 1 PROPS TANK 11 'III CANTON LANG RGSOUNC FUEL • ALL PRODUCT, VENT AND STAGE II VAPOR RETURNED PIPING 'SHALL M 11 X11 STORAGETOWS w@I CONCRETE BE PITCHED 1/E PER FOOT TOWARD TANKS: A i•I 11 3 �a'. I111 • e 11- �. VAT (TO B' DE110VE0) __2T.24- PROP Pt_ L�l / / / / ✓ / 44 N\l 3821. I • SITE PLAN BASED ON: BOUNDARY & TOPOGRAPHICAL PLAN FROM 11;1! (1 -.— -Tl �/ ----" ,�. ASSESSORS MAP 111 - LOT FI, 476. MAIN STREET YARMOUTH, - _ X10 1 zp 'FL -_ _ I I I MASSACHUSETTS PREPARED BY CONTROL POINT ASSOCIATES,INC _ I I I 1 _---- - L Erle• Ic rl° -Or1-e IL ) e WATCHUNG. NEW. JERSEY. SCALE 1' - 10'-0" DATED DEC: 18,1995. \ x' PBcr. covCAIDE 11 S- 1 1 �,- I I 1. TO HEARD) I p 1 11 iAvs Mei 11 1 g ".I I 'A . IT SHALL BE THE CONTRACTORS RESPONSIBILITY. TO NOTIFY DIG SAFE 1 I'R1 1 11 1 i 5 GRLLONSS�GE 7 I I. (1 EOO 322 ^644) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE I S"HOU 0 11 VAPOR RECOVERY - BHFPED BDUARD (ttP) R d 1 • TANKS ARENOTLOCATED WITHIN 2500. OF PUBLIC WATER SUPPLY ! ITYP. 3 PLACES) PREPGscD'v WI II• I N\ N �'(.} • PROFESSIONAL- ENGINEER TOINSPECTN CERTIFY ALL PHASED OF P G P D _ 1 Mr FOR FUTURE USE 1 �4 � _ � U_.` =-.tel I . INSTALLATION WITH CERTIFICATION LERTI ;., \ (IIP 2 FACES) V 6¢-S� o (Y` \ \ -�I C@1CPETE PU4= ISVND W EXSnVC L nD�cAFEG,I I I i Av,n • A SET OF "AS BUILT PLANS IS TO BE SUBMITTED TO THE HEALTH, S' r - °IT II RT P s _ PRS°USED 3C X 50 _ &FIRE DEPARTMENTS PPO . Rti CIN'.ECftO Ail 1\ / 1,n ',1` i0 VO. ROPTG TELLS L I\ __ _ MULT.-PRODUCT DISPENSER tRG4. (TG RRAS.!) ) XS - / I4 *., V L � ]T/ ( (� (iYP.2 PLANES) °" PRCv. 3 VICTOR OUALDY • l 1 �4 U SAO u �N ((❑L�}' �I VAPOR RECOVERY PI^LNG (, '/ R p l F+Ls-- PaDnr `E \ I PIPING LEGEND: 1 R") V , { pRDpOSED CONC{IEiE 1 4 .,.., �r P MAT WITH SPILL (TC REMALI) r to (SLOPED I/a IFr TOWARD TANK I .. .�-.I (a Pc.•.v M _ v_-_ / - I` VP 1' H E I I R 1 COTANGENT GROOVES - 3 AMERON DUPERY VAPOR RECOVERY SPIPING . 15 - Ct (iOCRRAIe'N fl+® ) _ XIS REMMNI)_ _-- _ _ EX'.Si HODIT) � � SLOPED 1/E PER FOOT TOWARD TANKS EXIST IC SIGN v_ I. V P — PREMIUM 2 GEOFLE% PRODUCT PIPING 1 , _ - - ` PRODUCT PIPING SLOPED 1/8_ PER FOOT TOWARD TANKS EYISi PRINTED AUF BAR - _ I A PROPCSF➢ 2 GCOFLB% )-EX SANG CONSTANTS SAVD (TO PEAIA',I) ( _[E. (6) DISPENSERS, DO LA OS AND I BOx Exit sm. WAa R REGULAR UNLEADED 7 GEOFLE% PRODUCT PIPING I)SEE /T APING SLOPED EXIST. BE VAT A t/E /R TOWARD ZANY) (IO B REMO•IEC) (2I DCupL[ TIGHTS (U B rCNOVCG) OT TOWARD TANKS �__ 7'4 _ PRODUCT PIPING SLOPED i/6' PER FO Pce� N 72'0320 IK Ess :axB 141.34, -- FINING �. \c r rw V) EX sra TP nIc (o EF AN :) _ ,. , '�.Y Sc IAL PE.c' FXI ➢M1 V nLBCAPEO� )� -//5 n/(ELEREAD 1. ETP r'-. ARE.. (TO R NwN) _J \.4 _ rnsrn'G sr . . ��\ � 10 N GPJS$ AGFA—� - CR S-, AREA XIG SIGN FY$fi CRANTc T B FXI" TU TeR TEST ECCE OF PAVEUEir`77T. CG_ "Ie1Fm xIET'PsmETFSCUS R'PTETiNE FYIST. EXIST Nc Sr EFT J M/p}I-s3 " (TO RE MIN; GO STATE HIGHWAY ROUTE GA vG 'E 5 TER EXTRA .Lav INGE - EXSi PANNED SETTLE r LLO' LUT ExISI. PwN o EGOIST "Fac _ _ _ -- _ _ APR 1 0 tig� -_--- (AKA MAIN STREET) (AIDE)'rnsn LAYOUT- HEALTH DEPT. , .. t (nsprALT gaD. Ar) _ GRAPHIC SCALE _L%01_FAIM1TED _5E '] v:FIT F_L'P: __ _ _ _ _ _ III PAINTED SOUS WELL FINE 10 0 e 1a n. w _ __ Ill, IN EXIST, EDRE Or VEMDNT DST SRP! , 6JRB -_��Aq ( W PEEP ) \�/q9 I wce 10 t4' Pc4ao�om m Goad, PROPOSED SITE/PIPING PLAN - s5 :0635 478 MAIN STREET YARMOUTIPORT, MA 5s�4� C OFsJLtib�F�ICca3N G� O© • CML x coxsuLnNc EnclNmrs /meq orvtaouucxta s srr pwaNws.PPxm.N •TTWSIC FNGI1lEFIES �I IA/) MCH6ECNPAL DESIGYIItS • svRicrD.•s \1/U vza[cF MANAGER, Ym. Isom V KH"00 v ow slaesr PANG OMAN ers 01 NseOeoevn, n 01ss1su rnwlNZRE N.Y. BJRIncTw, x.r. ertaommn R. ISReu vA .. em /n/as wrz z rt*m n SSm PAINT! oT TANKS ANA e0m ncPN9P .nrPx °NL ENG x-+ 1 BARED) RAN T1s; On LOCATION OP ATENS Sn+ro< `•`- a ^'^" ETP vTTAa scAM.. f=10' -0 VAI IN -.955465P ssn 1 xsv x,. .:2. xe DRAW04 - drz "•.. - Am xe , Nfllibx wrz rn'ux .na C.:ux MY ENT 'ANY I 'RATE 6 OLD CHURCH STREET AP YARMI MY VAN I T I or NOF FINDS OF r MAIL D B 7612 PC 58 I.%F IES ITS ZIA A, �s - TVY�_v f _ \ REPORTER - CA iG ���i UJV V v Y Y�y 11 1 F A ? I RATE TOTAL Pub 0 -1 CCITT PA57 e ION THE e / \N n I —IOC- HAD ANTER —\ E DANN 180 4 _ 1 - eV;A 9Y. '° w \1 A o ON E, me 9 / _ _- w - --- . 9 JJJ %_-_ -_ ED�_CF P,. 9N C i OC 6 CFOFT NAGOORDIN I OCELOT, �y � TI A (0 IT 14T Ot AN SONYJ x L / WAGES,, A, L ADEN PAT- HELP MERGE 4— E REPWA L I 1 w 18 02 LITY3o 4 IT 0 B \ 1 e'fw ` /CM WAI AT EST M 1 1 ^ L MI �� 11 \eAT PEAKF rl i TO 2 1 pp g O t I L ANIS �13 1 m TO GY - 'A 1J A RON1 vo I a r �A LOT LOGISTICAL AD F WYON MIT (RAN PNAI ' E AT �0 1 A A 001 _ ' ADS I, - AGAINST -SO F OF )�: � � T COED REPAINT LED, GN ' � � - �- LIFE A, PLA Biu -L SIC SOaLL 1 `I ITT I PAT G — — 1 L-- GIANT F INS I 111 11 "OUT IN �}�J l ,A A _ _ ; o. I, es Jj __ _ - I -OPEN OR Ko®r N. N. IT / i .. ST A/ � n 11 c a;. I 1 VAN 1-1 LOT E.1 1AN ER[rt� �1 , I / IE rtn x wA6E Ouv 9x7PHALT DIVIDES I 478 ROUT' 61 / x ,oa214Q. CHICKEN, E AD "IST AT 11 AIR I;�� IIAS I I SII tGT-, _ FAIJARA LINGS, � / _ D It VL NEAR AN GAP R. cSTATION) A A MIT AT CHAD IT IF A ME ITIT AAT I , GO �� ARGUI STORY E PUTTING A IS IT STAR .�)A or an TSI' - a6� — T_ 21 L r. IM UP- AID PT O 'ASE c �NElP P+ T lo�(VSRNGN ARTT NASA "RCOOLANT / Art (A N) AFELAT ATS MAP 111 �g c N/F GAIN OF I ABATE U C PIGS I FAIR AT PETRO PAN IN' AC D =<, PCE 9 F W s LIGHT' — THA �^ LET PHONE 4 \ ^ ACHIEVED tiP � NAL U Nn 141 34 s — TY o SOL D AN IT \ 94 —Ae _. PAINI )(F,31 F Ve. Fxotc� a CEA ....o E _ON MACKAY _ -- t .' /%�— ��E GE �('-CONDITION)a OP E E � w r 1 -- A ,aw A x a- b 7Ria�ao -_AF `fir IFS A POLE WD Tr Dw /sem KIR . , - 'q. cRAss mu ,AL �TO SURVEY BBOOUN{D�A{R�Yr & \� AN [III TO RALtE I BAR PC CA PAR' It LEr all SABA E 11 -20" -EPA INDICATOR WIRES AIDES.' INCIDENT RE REAL _ e, v _ AT - REAREDG a OF E hE I UTILITY ROD c a Cl.E. x.. U ..TURN AUDILOT W TEHRAN srw. COUNTED SOUGHT TOWN OF YARMOUTH, COUNTY OF BARNSTABLE EFFORT DUE P95-32 COMMONWEALTH OF MASSACHUSETTS vLeo Ip.�g.qCONTROL. ENTAN �� POINT ASSOCIATES, INC.11 ro TUP,EUL,n Din GR4 776 MOUNTAIN BLVD. IIATCBUNG, NI.NOW rEeAb (908) 668-6899 07080 ""`'-7- "FARRY PROFESSIONAL LAND STRATEGIC A LAND SURVEYING • PI.N'NING• ENGINEERING e _A_ CUT ,rfVV, ME HART AT HALF HARRY AWARE; PRO AFGHAN ", w �� w �� mWERrm AYAN By Tw AS ss' ax3t IY FEET) 1 w. -- A - , 12-18-95 1'=10p C95342. OF -HUN ar� ,t —ASPHALT Ae— A HALT ___ PV ON „ess A /IF SENT \ 1 CaL. _ ' \w s � P � 1 IF \ a A�x . I ACT -w/ a.. , 1 AN 1 O VENTHOT , \ / \T iOIL TALK FEE11 OC 6 CFOFT NAGOORDIN I OCELOT, �y � TI A (0 IT 14T Ot AN SONYJ x L / WAGES,, A, L ADEN PAT- HELP MERGE 4— E REPWA L I 1 w 18 02 LITY3o 4 IT 0 B \ 1 e'fw ` /CM WAI AT EST M 1 1 ^ L MI �� 11 \eAT PEAKF rl i TO 2 1 pp g O t I L ANIS �13 1 m TO GY - 'A 1J A RON1 vo I a r �A LOT LOGISTICAL AD F WYON MIT (RAN PNAI ' E AT �0 1 A A 001 _ ' ADS I, - AGAINST -SO F OF )�: � � T COED REPAINT LED, GN ' � � - �- LIFE A, PLA Biu -L SIC SOaLL 1 `I ITT I PAT G — — 1 L-- GIANT F INS I 111 11 "OUT IN �}�J l ,A A _ _ ; o. I, es Jj __ _ - I -OPEN OR Ko®r N. N. IT / i .. ST A/ � n 11 c a;. I 1 VAN 1-1 LOT E.1 1AN ER[rt� �1 , I / IE rtn x wA6E Ouv 9x7PHALT DIVIDES I 478 ROUT' 61 / x ,oa214Q. CHICKEN, E AD "IST AT 11 AIR I;�� IIAS I I SII tGT-, _ FAIJARA LINGS, � / _ D It VL NEAR AN GAP R. cSTATION) A A MIT AT CHAD IT IF A ME ITIT AAT I , GO �� ARGUI STORY E PUTTING A IS IT STAR .�)A or an TSI' - a6� — T_ 21 L r. IM UP- AID PT O 'ASE c �NElP P+ T lo�(VSRNGN ARTT NASA "RCOOLANT / Art (A N) AFELAT ATS MAP 111 �g c N/F GAIN OF I ABATE U C PIGS I FAIR AT PETRO PAN IN' AC D =<, PCE 9 F W s LIGHT' — THA �^ LET PHONE 4 \ ^ ACHIEVED tiP � NAL U Nn 141 34 , FELL I El TY o SOL D AN IT ERIE 94 nuif _. PAINI )(F,31 F Ve. Fxotc� a CEA ....o E _ON MACKAY _ -- t .' /%�— ��E GE �('-CONDITION)a LEGEND _ P. _ _.: w r 1 -- A ,aw o- x a- b r -_AF `fir IFS A POLE WD Tr Dw /sem KIR . , - 'q. cRAss mu , FELL I --_. VIE JuNl o SOL D AN IT l ha PAINI )(F,31 E STAND LINE THE ROUTE CEA TU'_3 AN ��E C F re3" LEGEND HO A _ 1 1115 LITTLE NEAR cl GANSU CATTLE PANIC VINCI is RAPH F KURT Gps` - - -- KIR R LE A oN L' ,AL �TO SURVEY BBOOUN{D�A{R�Yr & \� AN [III TO RALtE I BAR PC CA PAR' It LEr all SABA E 11 -20" UP INDICATOR WIRES S TO HE PPOSEEPTER HAVE u TM RE REAL _ e, v _ AT - REAREDG a OF E hE I UTILITY ROD c a Cl.E. x.. U ..TURN AUDILOT W TEHRAN srw. COUNTED SOUGHT , FELL I --_. VIE JuNl o SOL D AN IT l ha -OF RON OLD SRI BE 'OR E.AUC s, TAr1�,I�IC�HJVAI' ROUTE CEA TU'_3 mLGw LDE ��E C F re3" �"A 0x9' (AX_A_MAIN STREET) ` _--<0SIDE) 1893 LATEST A _ (.PHa r SOCIAL) GROSS -P, is A KIR AT nH'a AP �TO SURVEY BBOOUN{D�A{R�Yr & \� S CA PAR' It LEr all SABA TO FEE OUST OF My KNOWLEDGE. BELIEF. AND OFFEARETERN, FLAT FAIR TREATY HAS HART PAR- ARICLANICI ITINEMPOS THAT PIKE PROPERTY PAT NOIS pP S TO HE PPOSEEPTER HAVE u TM RE REAL _ e, v THERELAND INDICATTE DEBATE 15 CORRECT, ANN SEAT eu19Nc5CxSTRUCTURES BUY PAID LANE EXPERT 476 MAIN STREET S/S #30635 OLDmP c a Cl.E. x.. U ..TURN AUDILOT FEE: COUNTED SOUGHT TOWN OF YARMOUTH, COUNTY OF BARNSTABLE EFFORT DUE P95-32 COMMONWEALTH OF MASSACHUSETTS vLeo Ip.�g.qCONTROL. 3 With f VICINITY MAP NOTES. PROPERTY PW S Lo MAP 1 11 AN IDENTIFIED ON THE TAX NAVY OF TIDE TEND CF RAPPOKOUT, COUNTY o 84PNS-ANI F COMMONWEALTH OF MASSACHUSETTS, 2 AREA 20,285 s F O. 0. 66 Ar 3 LOCATION OF ALL UNDERGROUND ACT TES ARE APPROXIMATE ALL THELENTIONS AND SIZES ARE sD 01 UT'L MARK—OU-15,A, A90VF GROUND SUPAJCTURTS THAT AIRY VISIBLE HE AGGRAVATE N THE FIEm AND THE MAPS AS TESTED IN THE REFERE¢E9 AVAIPI3LF AT THE TIME OF mL 1.EEFY BEFORE EXCAVATION s) BEGIN ALL UNDERGROUND U11LrEs TESTED B �LPIFIEC AS ToTHEIR.SC O srt ADD TYPE BY THE PROPER UTILITY COMPANIES 4 THIS PLAN S BASED ON INFORMATIONPROVIDED BY A AGREES PREPARED IN Hir TURD BY CONTACT POINT ASSOCIATES, G AND OTHI REFERENCE MATERIAL_ AS LISTED HEREON_ THIS SUDAN WAS PREPARED SHEYOUT THE BENEFIT 0' A TITLE REPORT THIS PROPERTY MAY BE OBJECT l0 RESTRICNONSI (ACCORDANCE PND/OR NANDINi$, WRITTEN 4 PROPER s UNDERGROUND TANK SIZES WRAP OBTAINED FROM INFORMATION RECEIVED THEM STATION MANAGER OR ENAMESTESEE ALL szEs ANNE LOT TONS ARE APPROXIMATE AN AGE, SUBJECT TO FIELD 'VERIFICATION HFVITIONS ARE BASED UPON THE TOWN OF YARROOMPH DATUM BENCHMARK TAG BOLT ON W_ Y.. OUTH RD, ITT FRONT OF HOUSE #1004_ A PROPLION MAYBE SUBJECT TO THE GIFTS OF THE FLIGHT IN THE RFD OF OLD CHURCH OF 9 P' PER DISCUSEO W W RADON PERSONNEL 250 GALLON FUEL OIL TAM ADD 180 GALLON 57E OIL TRUE IRE LOCATED IN THE GAMENAGE. C AD 1E. RECESSION ON PERSONNEL, STP Is UTILIZING A SEPTIC SYSTEM_ REE cm MAP 111 OF THE ETHICAL TAX GOES OF THE TOWN OF YEATERMI COUNTS OF BARNSTABLE COMMONWEALTH OF MISAIRCUTETTS, z MAP ENTITLED 'DISCUSSEDOF FOOD SPAIN or PLAN 117VTO? FLED WITH CARL OF TITLE 01527 DISTRICT OFBARNSTABLE COUNTY, U.. PREPARED H STANDARD,TH COEBTUFCATE NO LOOPS MNP 1173' B _ .1 TLEc PTLAN OF HAND IN YARMOUTH MASS FOR PETER A &ANA 2 LE STEC PPEPAREAD BY NOVAS E KE LEY DATED AUGUST 18 1962, FILE J1566, 4 MAP TITLED 'ALAN OF I-ASTOF YARMOUTH,ASS FOR EV GL I WALSH EPARED BY EDWARD E KILLED TF SEPHARDI 22, 79HO FIELD IN THE BARNSTABLE COUNTED DEED REGISTER IN PLAIN BOOK 346, PAF 41 5 MAP ENTITLED 0 D 1YOU_ ASN PROPERTY OF AiR R C NN EY PRf EO BY GEORGE L E ENS DATED: SETHEMBER 1938FILED IN P.,AN BOOK 61 PAGE 37_ fi MAN EN TLED LAI0 FIND IN AR OU H MASSACHUSETTS FOR DANIEL B. SULLIVAN' PR PED NO RJ OHjTTINC, DATED CASCADE 3 SEES, FLED IN PLANTBOOK 410.PAGE 60. 7 MCI 1LFD 'PLAN LAND ITT )WOUT S FOR SAMUEL R THAREFFS PREPARED NY AIR 5BEETAGAr CATTLE AUGUST 29 958 LED IN PLAINLOOK 144. PAGE 7. 6 MASSACHUSETTS DRIFT OF TRANSPORTATION MAP ENISLED'PAMPERER . ROUTE 6\ 0 UNION & OLD CHURCH SHUTTLE PLATE COLOMBO IN DISTRICT OFFICE BY R YCGOVERN, DATED 3-19-75, VST REVISED 6-25 SHEET I OF 1 9. VAR ENTITLED LAN 6 FIND IN YARMOUTH. MASS. SURVEYED FOR BERTRAT. F RUSSELL PREPARED By HERBERT RICHARDSON, DATED: 2/24/48 FILED IN PENN BOOK 61, PAGE 101, OULAN THE FOLLOWING COMPANIES WERE AGREED BY THE ASSSYSTEM MASSACHUSETTS DIG SAFE STEM (1-617-229-2770). C REQUESTED TO K OV L DE.G.OUND FAGNIIESS AFFECTING AND SERVICING SITE. E UNDERGROUND UTILITY RHFCRISATICN SHOWN ABROAD IS BASED UPON THE VERITY COMPANIES RESPONSE TO THIS REGUEST, SERIAL NUMBER. X953801806 CTLn COMPANYyHON4 NILMjt�R COLONIAL GAS (508) 394-9551 COMMONWEALTH ELECTRIC (508) nl 3700 SYN_x (617) 743-9800 N l U) � ^TO TU'_3 mLGw LDE I , � m A FEE/ GROSS -P, A nH'a AP DAS SURVEY BBOOUN{D�A{R�Yr & _AND oAVE_ TO FEE OUST OF My KNOWLEDGE. BELIEF. AND OFFEARETERN, FLAT FAIR TREATY HAS HART PAR- ARICLANICI ITINEMPOS THAT PIKE PROPERTY TTOPOOGRAPHHGAL .EGF a S TO HE PPOSEEPTER HAVE u TM ' THERELAND INDICATTE DEBATE 15 CORRECT, ANN SEAT eu19Nc5CxSTRUCTURES BUY PAID LANE EXPERT 476 MAIN STREET S/S #30635 .� c a Cl.E. x.. U ..TURN AUDILOT Ft, MAP 111 I FAR DO TOWN OF YARMOUTH, COUNTY OF BARNSTABLE ELLEV P95-32 COMMONWEALTH OF MASSACHUSETTS vLeo Ip.�g.qCONTROL. ENTAN �� POINT ASSOCIATES, INC.11 ro TUP,EUL,n Din GR4 776 MOUNTAIN BLVD. IIATCBUNG, NI.NOW rEeAb (908) 668-6899 07080 ""`'-7- "FARRY PROFESSIONAL LAND STRATEGIC A LAND SURVEYING • PI.N'NING• ENGINEERING e _A_ CUT ,rfVV, ME HART AT HALF HARRY AWARE; PRO AFGHAN ", w �� w �� mWERrm AYAN By Tw AS ss' ax3t IY FEET) FAA A - , 12-18-95 1'=10p C95342. OF iL1cT - 10 fl GUESTS e —ASPHALT Ae— A HALT ___� PV ON GFAAT ANNE— With f VICINITY MAP NOTES. PROPERTY PW S Lo MAP 1 11 AN IDENTIFIED ON THE TAX NAVY OF TIDE TEND CF RAPPOKOUT, COUNTY o 84PNS-ANI F COMMONWEALTH OF MASSACHUSETTS, 2 AREA 20,285 s F O. 0. 66 Ar 3 LOCATION OF ALL UNDERGROUND ACT TES ARE APPROXIMATE ALL THELENTIONS AND SIZES ARE sD 01 UT'L MARK—OU-15,A, A90VF GROUND SUPAJCTURTS THAT AIRY VISIBLE HE AGGRAVATE N THE FIEm AND THE MAPS AS TESTED IN THE REFERE¢E9 AVAIPI3LF AT THE TIME OF mL 1.EEFY BEFORE EXCAVATION s) BEGIN ALL UNDERGROUND U11LrEs TESTED B �LPIFIEC AS ToTHEIR.SC O srt ADD TYPE BY THE PROPER UTILITY COMPANIES 4 THIS PLAN S BASED ON INFORMATIONPROVIDED BY A AGREES PREPARED IN Hir TURD BY CONTACT POINT ASSOCIATES, G AND OTHI REFERENCE MATERIAL_ AS LISTED HEREON_ THIS SUDAN WAS PREPARED SHEYOUT THE BENEFIT 0' A TITLE REPORT THIS PROPERTY MAY BE OBJECT l0 RESTRICNONSI (ACCORDANCE PND/OR NANDINi$, WRITTEN 4 PROPER s UNDERGROUND TANK SIZES WRAP OBTAINED FROM INFORMATION RECEIVED THEM STATION MANAGER OR ENAMESTESEE ALL szEs ANNE LOT TONS ARE APPROXIMATE AN AGE, SUBJECT TO FIELD 'VERIFICATION HFVITIONS ARE BASED UPON THE TOWN OF YARROOMPH DATUM BENCHMARK TAG BOLT ON W_ Y.. OUTH RD, ITT FRONT OF HOUSE #1004_ A PROPLION MAYBE SUBJECT TO THE GIFTS OF THE FLIGHT IN THE RFD OF OLD CHURCH OF 9 P' PER DISCUSEO W W RADON PERSONNEL 250 GALLON FUEL OIL TAM ADD 180 GALLON 57E OIL TRUE IRE LOCATED IN THE GAMENAGE. C AD 1E. RECESSION ON PERSONNEL, STP Is UTILIZING A SEPTIC SYSTEM_ REE cm MAP 111 OF THE ETHICAL TAX GOES OF THE TOWN OF YEATERMI COUNTS OF BARNSTABLE COMMONWEALTH OF MISAIRCUTETTS, z MAP ENTITLED 'DISCUSSEDOF FOOD SPAIN or PLAN 117VTO? FLED WITH CARL OF TITLE 01527 DISTRICT OFBARNSTABLE COUNTY, U.. PREPARED H STANDARD,TH COEBTUFCATE NO LOOPS MNP 1173' B _ .1 TLEc PTLAN OF HAND IN YARMOUTH MASS FOR PETER A &ANA 2 LE STEC PPEPAREAD BY NOVAS E KE LEY DATED AUGUST 18 1962, FILE J1566, 4 MAP TITLED 'ALAN OF I-ASTOF YARMOUTH,ASS FOR EV GL I WALSH EPARED BY EDWARD E KILLED TF SEPHARDI 22, 79HO FIELD IN THE BARNSTABLE COUNTED DEED REGISTER IN PLAIN BOOK 346, PAF 41 5 MAP ENTITLED 0 D 1YOU_ ASN PROPERTY OF AiR R C NN EY PRf EO BY GEORGE L E ENS DATED: SETHEMBER 1938FILED IN P.,AN BOOK 61 PAGE 37_ fi MAN EN TLED LAI0 FIND IN AR OU H MASSACHUSETTS FOR DANIEL B. SULLIVAN' PR PED NO RJ OHjTTINC, DATED CASCADE 3 SEES, FLED IN PLANTBOOK 410.PAGE 60. 7 MCI 1LFD 'PLAN LAND ITT )WOUT S FOR SAMUEL R THAREFFS PREPARED NY AIR 5BEETAGAr CATTLE AUGUST 29 958 LED IN PLAINLOOK 144. PAGE 7. 6 MASSACHUSETTS DRIFT OF TRANSPORTATION MAP ENISLED'PAMPERER . ROUTE 6\ 0 UNION & OLD CHURCH SHUTTLE PLATE COLOMBO IN DISTRICT OFFICE BY R YCGOVERN, DATED 3-19-75, VST REVISED 6-25 SHEET I OF 1 9. VAR ENTITLED LAN 6 FIND IN YARMOUTH. MASS. SURVEYED FOR BERTRAT. F RUSSELL PREPARED By HERBERT RICHARDSON, DATED: 2/24/48 FILED IN PENN BOOK 61, PAGE 101, OULAN THE FOLLOWING COMPANIES WERE AGREED BY THE ASSSYSTEM MASSACHUSETTS DIG SAFE STEM (1-617-229-2770). C REQUESTED TO K OV L DE.G.OUND FAGNIIESS AFFECTING AND SERVICING SITE. E UNDERGROUND UTILITY RHFCRISATICN SHOWN ABROAD IS BASED UPON THE VERITY COMPANIES RESPONSE TO THIS REGUEST, SERIAL NUMBER. X953801806 CTLn COMPANYyHON4 NILMjt�R COLONIAL GAS (508) 394-9551 COMMONWEALTH ELECTRIC (508) nl 3700 SYN_x (617) 743-9800 N � ^TO TU'_3 mLGw LDE _DOUBLE SURVEY BBOOUN{D�A{R�Yr & _AND oAVE_ TO FEE OUST OF My KNOWLEDGE. BELIEF. AND OFFEARETERN, FLAT FAIR TREATY HAS HART PAR- ARICLANICI ITINEMPOS THAT PIKE PROPERTY TTOPOOGRAPHHGAL .EGF a S TO HE PPOSEEPTER HAVE u TM ' THERELAND INDICATTE DEBATE 15 CORRECT, ANN SEAT eu19Nc5CxSTRUCTURES BUY PAID LANE EXPERT 476 MAIN STREET S/S #30635 .� c a Cl.E. x.. U ..TURN AUDILOT Ft, MAP 111 I FAR DO TOWN OF YARMOUTH, COUNTY OF BARNSTABLE ELLEV P95-32 COMMONWEALTH OF MASSACHUSETTS vLeo Ip.�g.qCONTROL. ENTAN GRAPII[C SCAT F: POINT ASSOCIATES, INC.11 ro TUP,EUL,n Din GR4 776 MOUNTAIN BLVD. IIATCBUNG, NI.NOW LHS (908) 668-6899 07080 ""`'-7- "FARRY PROFESSIONAL LAND STRATEGIC A LAND SURVEYING • PI.N'NING• ENGINEERING e _A_ CUT ,rfVV, ME HART AT HALF HARRY AWARE; PRO AFGHAN ", w �� w �� mWERrm AYAN By Tw AS ss' ax3t IY FEET) 1I TO. LAA ATANCENTSnu. nwm WE OF Ore NTSTRITA � x..e.m rc..GR,MQUADING, OJT x - 12-18-95 1'=10p C95342. OF iL1cT - 10 fl EBW 705GL-5 GALLON 2 GERMAN ANCHORSu i BACKFLL CONTAINMENT N (sE£sPECITTcnnoNs) model)( 705-471-01 WHEN USING DEAOMAN ANCHORS M MULTIPLE 'ANN INSTALLOT)N5 EACH TANK WILL REQUIRE TWO CEMENT. IF ONE !)EASTMAN IS. USED FOR ADJACENT a b i 1 SPIN 1711T - CAP TANKS. IT MUST BE DOUBLED IN WIDTH. A SEPARATE ANCHOR PON-. MUST BE PROVIDED FOR EACH STRAP. REBiR ANCHOR POINTS ARE MCORPCRATEG ^ WITH THEN LEGS ANCHORED UNDER THE REPAIR REINFORCEMENT SPACING FOR ANCHOR POINTS IS DETERMINED BY THE NUMBER OF ANCHOR POINTS SHOWN ON TANK DRAWINGS SLOPE OF WALL TO BE 2e MN 24• SON 1611AV - ADAPTOR 14 (MIN, SLOP BY SOL STABILITY On TANK ;r TANK W DTH (MIN. SLOPE 1 /(I) OF STANDARD UNDERGROUND £ ALL ANCHORING METHODS 1: SMOOTH RADIUS THREE TANK SYSTEM -- r 04MEfER I ry pIAMETER ry 1T N.INIMUM PER ANCHOR LCUTION CLEAR D RY THE TANK SIFAP PS - SPAIN ANCHOR TANK DIAMETER < 6 A. 10' MUNUFA12' wu/FAorvRER - I` POINTS CENTERED OBOE-FORGED TURNBUCKLE - _ 1 4• GAILY. RISER TURNBUCKLE DIAMETER 1 CNI EVOIR TES _ HOOK TYPE 3/a" 1-1/a" ("� 1 yLEANi.� 10 REINFORCED itcXEIy PEAw A. / O \ ReserolR TO VENTS JAW TYPE 1/Y }/a' 1M - IN CROSS-SECITON MIN) LUNGTH - EYE TYPE 1/Y 3/f I T D OF OEM . TANK LENGM 1 tS wAlEmrtE T WIRE ROPE DIAMETER -II �., a 1 OOT, GLH END O O MwHaE FSERLITE (IMPROVED PLOY! $ ) t/2" 7 III I� III I' �, �� 'En PT I 7Q OF PT u� DO NOT USE WIRE EYEBOLTS OR BEM 1 t; STEEL EFEBOLTS So 0 NI 216R-125 - L y LAN HOLE 06 REGARD EVENLY SPACED NOTES 1 TANKS MUST BE ANCHORED WHERE HIGH WATER TABLE EXISTS y AN ANCHOR P01NT CAN: BE FARRICATED FROM REPAIR AS FOLLOWS: SURFACE WATER FLOWS THROUGH HOLE OR QUER WATEROF CONDITIONS MAY EXTsr VAPOR CONNECTION DETAIL' wmTH �1 {1 STRAP/ANCHOR POINT) MIN. REPAIR t USE FRP PRE SHAPED GGERCUEZ; STRAPS LOCATED AS SHOWN TANK DIAMETER - BEGAN SIZE WIDTH EBW ]OSCE-5 GALLON (NOT TO SCALE) ON MANUFACTURERS TANK PCWS CONNECTIONS TO FRP STRAPS 4,.6' b6 4-1/Y SHALL BE MADE WITH WIRE ROPE TURNBUCKLES or CABLE CLAMPS o�A 1I VAPOR RECOVERY AS SHOWN. 10', It T10 12 CCC 3. All: HOLD-DOWN STRAPS. MUS BE UNIFORMLY TIGHTENED STRAPS MUST l;! p 1 BE nGHTENEO UNT. SNUG, BUT CAUSE NO REFLECTION OF THE TANK.. TANK MIN. d WERE ROPE ANCHORS OVER THE LINKS ARE NOT ACCEPTABLE AS A MEWS J ,� RAW 705GL-15 DIAMETER HEIGHT WIDTH n AROUND CROSS-SECTION OF ANCHORING TANKS j \ FILL RISER PIPE CAP IN FITTINGS --- GAN BE SU RITUNED IF me L 4' 6' % E DP. 0011 OR EXCEEDS 5. AS NOTED IN SPECIFICATIONS ALL TANKS ARE TO BE SET LEVEL __ 6', 8' 1Y % 12 THE DEARMAN k90T+1. - - -� CNI 216R-185 MONITORING 10' IY X 18' 6 DIMENSIONS .WELL MANHOLE WITH IT (SEE OCP PUB. }PE-9632) WIRE ROSE OR (6 x 19 PLOW STEEL) _ 1/Y OPW 116 - CAP TPAO a bTURNBUCKLE, JAW BY JAW ENDS 2' MIN. O8' TV TANK _ 1—v. X,1Y CONCRETE DRIVE PAD PLAN VIEW >TANK ANCHORING DETAIL a DLV T"NRB =' X -SEE PIPING -0RAWING FOR TANK 512E5 AND.LOCATIONG CONRIGID CONDUIT WITH OF(N0: i0 SCALE) - - (NOT TO SCALE) EXPLOSION PROOFJUNCITON BOX 1/8' VENT HOLEMEEDER ROOT DIGITAL FUEL ' 15 OPW 1]1ti - CAP SEN5ING PROBE DISPENSER EBW ]05GL-5 GALLON 12 - .'(MAGNETO STRICTA) CONTAINMENT 14 DPW 1611AV - ADAPTOR 42" WATERTITE 8 lode ]05-4]1-01 4• STEE" 'MANHOLE FIBERUTE conreo w/ FIBE..:4" GALV. RISER (STP.)yF.E. PETRO 5M LEAK DETECTOR MOpEI STP-M.0 10 UNIVERSAL 4x3x2 EXTRACTOR FIRING - MODEL MV421-3020 UNIVERSAL 2" X.16" BALL FLOAT VENTF.E. PETRO STP-150 5 VALVE - MODEL M 3]-201618 11 9 EBW 705GL-T5 GALLON CONTAINMENT - MODEL @ ]15-a]1-01 1 1/2 HE MOTOR - 2" FULL PORT BALL VALVE CHI 21611 12S M:H 19A Dow IOFSP-572613 (2 PLACES) 17 DEV' 6347 - CAP 2• DOUBLE POPPET XERXES 4FRP NORWAY 1 OPW 116 CAP 20 24" IN ALL BROOKS CRASH VALVE — -. 3" AMERON PURLEY STAGE II - (3 PLACES) 18 UNE✓Il FILL DIRECTIONS �FlNISH TOP ___ VAPOR RECOVERY LINE ADAPTOR OF CONCRETE INTERSTITIAL MONITOR RISER DETAIL s .. .._. _ .. -: ....... -._ _ (FOR USE ON FO SCALE) SS` TANKS) ' - - . _ � -. : .. - . - (NOT TO SCALE) SEE INTERSTITIAL TPNK GUAGE a IL EDGE OF CONCRETE T TITEFLEX 6 MONITOR RISER DETPJL 3/4" CONDUIT RISER To p� "SOIL SAFE 30' m 8" CONCRETE PAD EQUIPMENT SCHEDULE FLEXIBLE CONNECTOR F WITH 6" K 6" x Y._.:. .v. MESH r - 5 a: nr�bhl}5. 0/10 GA. WINE FURNISHED Np Er 0 DESCRIPTION DPW W �GroN UNIVERS4L EBW <. - __ _ MONITORING ., A 1 %� AKSIM.ilu�ks I 4Y m sTP w p Bn a z n FRP mar N Y�,ft"V' 4� t WELL MANHOLE W 2 Dispenser Pal Enclosure Grron PICM! parallel Pon 30" Deep P/N DDS4422 �. f 2 108E ONITO G �kgIn MXa\AYTa"' .DPW 116- CAP WITH xe - / 1 1/Z" ENVIRON }E. y 3 T k XERXES MODEL OWT-II PIPEENTRY T6150 pj KT FC-3 X\}k1yY xx.. CONNECT SE TER TO ALL 4 EI Tral;c MOrRoro9 system 4evae. of 115350 model / 847090-M 2" ENVIRON GEOFLEX LIQUID TIGHT ELECTRICAL COUPLING -'v,Y_ MONITORING WELLS, TYP. 5 sry f i/z HP M t I/ LINE Selector ENVIRON POLYTITE 2 DOUBLEWALL SEALS (BY FLUID I. (BY FLUID CONTAINMENT) } 30" DEEP OR PIPING CONTAINMENT) I I I 6 TWO, c ne<bm Reflex C Tsoralon - Sail Safe W DISPENSER PAN ' P N DDS-4422 42" CONTAINMENT I - /'` 1-6° & 3-4" SLOTTED 2 Poe t 1.0- Mmers -- -_ - 787-201 COLLAR SUMP SENSORSENSOR. LOCATION WILL BE PVC MONITORING WELLS TO SENSOR(SENSOR MANIFOLDED PER SPEC. 6 At m STP Streemo, Fmvete FL 42 (WatedRe Me p') c" TITEFLEX 6 MOUNTED SUCH THAT A-MINIMUM OF LIQUID ', MONITORING WELL REQUIRED` 1 I TO BE 5 FEET INTO GROUNDWATER 9 SRI[ Contaner - 705OL-15- XERXES DOUBLEWALL. "SOIL SAFE 30" WILL BE PRESENT WHEN AN. ALARM IS ACTIVATED} , FlBERGIASS TANK FLEXIBLE CONNECTOR WITH 10 FEET OF SCREEN. MODEL DAT-11 3. I fttRACTOR: - (SEL SITE PLAN FOR SPECIFIC 10 P v37t 3020 t (<Cv II Bill pope: Assembly 3] 2D1616 SIZE AND LOCATION) - OPW 61T-7266 13 Prod. Line SoRfE VI mRLUS--5726 I 14 Stage I V.R. Adoper fiI 1-T 625 T i 15 Slope 1 VR. Copap 12111-T }' 1 16 Bron iun< (4' Aluminum) 61T-7266 F11 NE On) Z 12 Cap Top Seal 634TT-2OE5 -- K ! p SO IB Adaptor Lap SePI 1611AV 1620 `AAp .a. ? 19 Sony Mo,ron,q ALL BACK PLL " - o, SEE 216R-18S UP. OR FAINIELD eF 194 i. k M ting Stre llrox CW 21611-t TES MH. OR FNRFlELD SUBMERSIBLE.PUMP TO BE PEA GRAVEL f / '/ / / / Y •. z 20 P'P L 116 1N ACCORDANCE TO ��/,XXX/X MANUFACTURERS � �V/ / / / TANK BOTTOM DEFLECTOR PLATE(TYP) < 523 ' SPECIFICATIONS. z1 Vent ca 22 R a 1 e Farms mm IS (a, o PP o.ea <Taal) rp« PIP secoPaPry <I «oP ^9 Goflex GIP 2200 2' Pnmarrynecomory ATANK�ANCHORING DETAIL TYPICAL FIBERGLASS TANK SECTION PPNG Rent 4aPar 5,,,em Am<.on Daala 5DW/E. (SEE ) N/A _ SONE APPROVED ' .NOT TO SCALE for of IT caps , s4ml Insmn mi I be equipment and provide an atn< matenal mwelry d iaewsei m. an rcn sop<. al <omPonem< anon u< new. -�� — 2�t5�} GOsS°7 @7S�i 2s'IIFs`3Cc Cc�O, Co° Qc uv pmu-mauum c�©c " : FIBERGLASS TANK INSTALLATION .CML a CONSULTING; ENGN!II6 ENNRONMS i 511E PaM'NEQS• ENVNEw •>xAfflc EMrntFvS A.aDHnECmrtnt °EsrerERs• D rim 3/21 IF ernvwTn 55 30635 0 n w • SURYEHORS _ Li(/ PRpIECT MANmEisI p 476 MAIN STREET 7 YARMOUTHPORT, MA HUH S HUSm xo:ES. ' TEL (TWO 6T'"00 B Ims STREET PAL TORE) 671 8401 Dnnwu PML J/II/FIE ZewIE or"N: Na. SHEET FLV'NO x/e/55 M <6ToSpWA, W Oval-u11 - aswst2 iu'v ZttnOu ..W .pDFO MP6 WEAMN re AcsoN - Nor 'un w ,ON rz °' F xr- teTwaelox, w FACdi19D R vA CHECK Art NONE 95546TK1 ;. 2 2 YARAC T PORT. MA 3/21/96 SI I MA DWG 1/2' (gl PLUG i/r)(3/6' COMPRESSION THING 3/s. COPPER 7UBNG r FG SIPHON LINE IN 1/Y % 1/Y %3/e" GALV. TEE STP CHECK VALVE 3" FG SE.^,: CONTAINMENT PIPE Y%2"%2" TEE Y BALL VALVE --A $ TANK _.� N TANK y ryfw- 1/2" .LOSE cALv NIPPLE Y 6`11 VALES 2' UNION DIAMETER ( DIAMETER 21X /2" SOURCE SUL AP BUSHING 2" CALM. ELL 2" SHORE NIPPLE EQUIPMENT SCHEDULE NRN!SHED m. TOM NO_ -- —SIPHON SUMP .CNI 216R-125 --- —'--- _ EBI . CNMONITORING 1 YxY NIPPLE % ref fW Ml ' RESEVOIR O � y 0 � E Nroa Pee D o Pat - Y'" Deep - P/N DOS4422 e< WELL MANHOLE WITH WELL MANHOLE 3 Pil xUll MODEL ONT 2"xs" NIPPLE 4 ElectMk M.Ttontal Sol Ve<dv mot rL5150 model P 847090-022. as STP' 1 1/2 HP Maar r/ Lilly Deteomr 6 DPW 116 -.LAP rl f Cory t Soil Safe W SUMP SENSOR STP SUMP Product ID. Mare, MANHOLE FIBERLITE ' I ) - 787-201 6 4r d OPP global SUMP SENSOR 42" WATERTITE 9 Split Catlo'•e, -- - _- 705CL-15 Getty 10 11 12 ExmAEToa Rave'. Ball Coal Aesembey Slreeteo4 __ -- --. 4"X2" DOUBLE 705CL-5 4"Xr SOURCE LAP BUSHING VAPOR ce m� o by �, 4J IORFSP-5726 TAP BUSHING 14 15 LOW 705GL-5 GALLON o c O 2" GI PIPE 2" GI PIPEFILL Drap rube (6 Atu lnum) 617-2268 3I _ 17 le HI PC D' ) C P Top Seal Matto, Cap Sam6 6344-708` LAV -1620 _ 19 19A ran ( y Street 7,Wotan" Seeelbo CNI'$ 6R-185 MN OP RICHFIELD CM 2161-125 MIT Or PAIR9ELD FEW 705GL-15 20 Plpe Cap 116 21 Vett COP (a 22 Cooled I PairsLmb (,. 0 w prm eq of Tyree PIPING P dry, TI,K,pag Seca da Geollev cra 2200 Y PnMOU/$,..tdry FIPILG V<tt k Vapor 5yflem .t D.N.y 3000/34- N/A = NONE APPROOOD feneml Cattraclar PH -nstall all epalpm t Cal of all other malenalA ItcWdmg a I Ueet m, a fill COP, At comooments Mel b " MANHOLE FIBERLITE(� o.. - 42P WATERTRE o 0 O i , o. 0 - VAPOR RECOVERY L EBW 705GL 5 GALLON • FILL , O : FEW 705GL-15 \\_ ey PRIMARY W/ STP SIPHON TANK 10000 GALLON 4,000 GALLON COMPARTMENTA- — — — — — SIPHON DETAIL 2' WIN NOT TO un.E CONCRETE DRIVE PAD PLAN VIEW SEE PIPINGDRAWING FOR TANK SIZES 'AND LOCATIONS (NOTTO SCALE) EQUIPMENT SCHEDULE NRN!SHED m. TOM NO_ DESCRIPTION DPW EMtq NRGiOry UNNERSAL EBI . 1 42P f STP Kemp Rod % ref fW Ml ' 2 Nob r Pon Card oxurc E Nroa Pee D o Pat - Y'" Deep - P/N DOS4422 e< 3 Pil xUll MODEL ONT 4 ElectMk M.Ttontal Sol Ve<dv mot rL5150 model P 847090-022. 5 STP' 1 1/2 HP Maar r/ Lilly Deteomr 6 no, Col rl f Cory t Soil Safe W 7 Product ID. Mare, - - 787-201 6 4r d OPP global Chen, R-42 oft,b lte MaaM<) 9 Split Catlo'•e, -- - _- 705CL-15 Getty 10 11 12 ExmAEToa Rave'. Ball Coal Aesembey Slreeteo4 __ -- --. V421-3020 37-201618 -- 705CL-5 13 Prod. Lme Sotety Vave IORFSP-5726 14 15 Stage 1 V.R. Adaptor Stage I - VR Cop 611AW-1625 1711-T.3' 16 Drap rube (6 Atu lnum) 617-2268 _ 17 le HI PC D' ) C P Top Seal Matto, Cap Sam6 6344-708` LAV -1620 _ 19 19A ran ( y Street 7,Wotan" Seeelbo CNI'$ 6R-185 MN OP RICHFIELD CM 2161-125 MIT Or PAIR9ELD 20 Plpe Cap 116 21 Vett COP 523 22 Cooled I PairsLmb (,. 0 w prm eq of Tyree PIPING P dry, TI,K,pag Seca da Geollev cra 2200 Y PnMOU/$,..tdry FIPILG V<tt k Vapor 5yflem .t D.N.y 3000/34- N/A = NONE APPROOOD feneml Cattraclar PH -nstall all epalpm t Cal of all other malenalA ItcWdmg a I Ueet m, a fill COP, At comooments Mel b FUEL D1711T -.CAP DISPENSER EPA 705GL-5GALLON 12 4T WATERiITE $ motlelH CONTAINMENT /7?APLWV DPW 1611AV - ADAPTOR MANHOLE FIBERLITE (TVP.).. . RISER F.E. PETRO 5 4" LEAK DETECTOREBW 705GL-15 GALLON CONTAINMENT - MODEL 715-471-01 MODEL j( STP -MLD - $F.E. PETRO STP -150 5 UNNERSAL Y..X 16" BALL FLOAT VENC1 1/2 HP MOTORVALVE -MODE'7811' OPw 63M11T -CAP 2' FULL PORT EBW 705GL-5 GALLON iy UNIVERSAL VAPOR ADAPTOR DOW 10PSP-5726 13 BALL VALVE CONTAINMENT model #705-471-01 DOUBLE POPPET SEE VAPOR CONNECTION DIRECTIONS IN ALL CRASH VALVE XERXES 42" FRP MANVAV i DETAIL (SHEET 2) BROOM SEE INTERSTITIAL 3/4 CONDUIT (NP 2 PLACES) DIREC➢ONS —OF C TOP MONITOR RISER ETAIL OF CONCRETE .. ., .. ., .. y _ _ ..1. .. r 7 SEE SIPHON DETAi ' -- - G6 5 ADD CONDUIT ABOVE I- L_ 2" TITEFLEB 6 1 T a }h '.f f FOR POSSIBLE-- = EDGE OF CONCRETE "SOIL SAFE 30" Tt tiyT-� " FUTURE .STP 'm n 8" CONCRETE PAD " Sg FLEXIBLE CONNECTOR - s x WITH 6" x 6" x a 10/10 GA. WIRE MESH A ,l .. 2 CM 2161 18S MONITORING "& PGA g y WELL MANHOLE WITH 1 1/2' ENVIRON r"%t:p,t,-rt$ •_'At`T 4.y _ DPW 116 - CAP PIPE ENTRY BOOT FEB 6150 _ I _ \\ I CONNECT TO ALL TER PE 2" ENVIRON GEOFLEX KIT FC -3 ENVIRON. POLYTITE DOUBLEWALL LIQUID TIGHT I ELECTRICAL COUPLING MONITORING WELLS, NP 30" DEEP PRODUCT PIPING SEALS (6Y FLUID ppyyFF (BY FLUID CONTAINMENT)[ DISPENSER PAN CONTAINMENT) : AIARMF LEVEL \ P/N DDS -4422 1. SUMP SENSOR (SENSOR LOCATION WILL BE 42 CONTAINMENT F MOUNTED SUCH THAT A MINIMUM OF LIQUID I ' COLLAR WILL BE PRESENT WHEN AN ALARM IS ACTIVATED) XERXES DOU6.F)VALL - 2' TREFLEXO. ,. RBERGIASS TANK Sol MODEL DtT-FLEXI3LE CONNECTOR [ "(SEE SITE PLAN FOR SPECIFIC J . SIZE AND LOCATION) 1 I I iPW 61T-7265 / `DPW 61T-7268 \I d�I AUTOMATIC SO z "S. ARE GUAGE ALL BACK FILL STANKSUBB TTOM PUMP TO BE PER GRAVEL -� IN ACCORDANCE TO /���//SI/� �P .. ... MANUFACTURERS / / / / / TANK BOTTOM DEFLECTOR PLATE (TYP) SPECiFlCATI0N5. TANK ANCHOR SYSTEM TYPICAL FIBERGLASS TANK SECTION 6" At 3-47 SLOTTED (SEE TANK ANCHORING DETAIL) PVC MONITORING WELLS TO NOT TO SCALE BE MANIFOLDED PER SPEC. CNnO��LDJb�� �o GOm Cd@my Pell co�= FD3ERGLASS COMPARTMENT TANK DETAIL SHEET Cl IC ENKCN TING wcP.'.FSa /�Q FNnRDNULMAl @ srtE MANNExs SS /.30635 . Cl & CONSULTING �F\'1'/f'//I aaamEclwD omwEra - L"m w r ; se .PP�cum xLCK 4]6 MAN STREET •sUNEI'ORS �� ��e Y476 MIN STREET MA T L Beef m1 -woo I. r ons srnenT rAx. (me) e>1-e4ar D: Pu. 3.96 suL m.YAR x,. vrcn 6n xa +.°xaomoce. u mal -au e"A w: T1Yw a1c �"' uu.. W. mv.5lau pnR beIn RA0 MAGI E KY. 6NNNCTOA NA BRIX1VIfl➢ LT. SIEF 310 VA gUwcito aecN ws AS SHOWN 95546TNK to 26 O YARMOUTHPORT, MA 3/21/96 STRNKM4 TWO - elj.. TANK INSTALLATION INSTRUCTIONS DOUBLE WALL FIBERGLASS TANKS: " 00 NOT MEN "PROVED GRAVEL WITH SAND OR NATIVE SOIL ALWAYS ALL ANCHOR STRAPS M'J4 BE UNIFORMLY TIGHTENED WITH TURNSUCKT.ES EXTERNAL PIPING , A. HANDLING IN THE UNLIKELY EVENT THAT A TANK LEAK IS p SCOVERED IN ANY OF USE APPROVED GRAVEL DO NOT BACKFILL '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 THE ABOVE TESTS,CALL THE MANUFACTURER'S FIELD SERVICE MANAGER TO NATIVE. SOIL REGARDLESS OF THE HOLE SIZE, ALL EXCAVATED FOR DEFLECTION. DEFLECTION GN PE DETECTED BY CHECKING TANK TANK. USE A FILL BOX OR STREU BOX TO ISOLATE THE PIPING FROM ^�- I .LIFTING TANKS SCHEDULE A TANK REPAIR. DO NOT ATTEMPT TO REPAIR ME TANK. LOOSE) NATIVE SOIL MUST BE REPLACED .WITH APPROVED BACKFILL DIAMETER WITH A GAUGE STICK BEFORE AND AFTER SNUGGING THE TRAFFIC PAD , USE INSTALLATION LIR LUGS) TO 11FT TANK. LARGER TANKS-:(OWENS CORNING FRED SERVICE TEL (419) 248-8196 - MATERIAL STRAPS TAKE PRECAUTION DURING CONSTRUCTION TO ENSURE NO DAMAGE OCCURS (10' AND 12' DIA.) HAVE MULTIPLE LIR LUGS; ALL MUST BE EXCEED 5 PSI. DURING AIR TEST TO THE EXPOSED PIPING AND FITTINGS, USC). GUIDE THE TANK W9i4 GUIDE LINES: DO NOT USE CIUL\5 DO NOT ,BACNFlWNC TRIPLE CI-MAP THE VIVRE ROPE_ OR CABLE AROUND THE TANK. DO NOT STAND ON THE TANK WHILE AFTER SUCCESSFULLY COMPLETING THE AR TEST, DISCONNECT AND REMOVE- BACKFILL INTERNAL PIPING R.IS BEING ITEMS, NOTE TANKS INSTA ED E TO TOP OF TANK. LID p0 NOT USE STRAPS OR CABLES BETWEEN RIBS THE NR MANIFOLD FITTINGS. HOSE AND VAEVE. -WITHOUT BACKFILL TO GRADE, SHOULD BE COMPLETELY FILLED WITH � - - TANKS. ITA 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 ONLY USE LITT\G CO'JIM.!'.NT MGVE BEFORE BPIPINGUNG TO GRADE AD5 PSI AR/SOAP TESTS ALL. PRODUCT IM1' TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. (12' SIA. TANKS REQUIRE A C MINIMUM CLEARANCE). MOVING KS LIKING EQUIPMENT MUST BE CHECKED BCFORE MOVING iANNS. H BEFORE I FINISHED PIPING CONNECTIONS AND UNUSED TANK FIIT!NGS IS .. - , RECOMMENDED. THF WEIGHT CF O\'ERBURpF! ON TCP OF THE CONCRETE CUB PROVIDES K. BILLING 2. DOUBLE WALL. TANKS CANNOT BE MANUALLY UNLOADED FROM THE USING DIE SAME MATERIAL PUCE USED FOR DANK THE ANCHORING FORCE. TANK D. HOLE SIZE FIRST 12 O. FAST 42" LIFE EVENLY AROUND TANKS, FROM THE .BANE S, NT TRUCK. TANK TOP, BACKFILL MUST BE PUSHED COMPLETELY BENEATH HE TA THE SANK THIS PAD DESIGN IS STRICTLY FOR BUOYANCY. SOIL DO BACKFILL IS TO TOP OF TANK. NEVER ADD PRODUCT �fN muE WALLS PROVIDE NECESSARY BOTTOM, BETWEEN RIBS AND UNDER END 09P5 PROVIDE MPOORENT CONDITIONS IRAN REQUIRE INCREASED REINFORCEMENT AND SLAB SIZE, WATER F RHO WATER FOR HOLD DOWN IN DRY HOLE CONDITIONS UNTIL BACKFILLING ROLL C AT TANK THE TAMC FOR M F TRATE SUPPORT. A LONG HANDLED PROBE CAN BE USED TO PENETRATE E IS IS COMPLETED TO TOP. OF TANK. ET GROUND FREE ROC ' THE JOBSRE, SET TANKS ON SMOOTH GROUND FREE OF ROCKS AND J RJ STABLE SOIL CONDITIONS FOR 4' THROUGH 12' DIAMETER TANKS. \ ADD RECHOCK WITH THC TIRES OF SANDBAGS BACKFILL AND PUSH T BETWEEN ALL RIBS I AND AT TO 5 POINTS IMBED ANCHOR POINTS IN CONCRETE AND ATTACH TC ENDS OF y FOREIGN OBJECTS THE HOLE MUSr BE LARGE ENOUGH TO ALLOW A MINIMUM OF 24' UNDER EN THE MAY BE SHOVELER BENEATH THTHEANK. STRAPS WITH WIRE ROPE SEE AT END OF THIS SECTION AND HIS ( ) (EXCEPTION: SEE INSTALLATION PROCEDURE, WET HOLE;. SECTION "H") PgONpED. 5 ENDS AND BETWEEN ANp 24 BETWEEN THE TANK SIDE / A ANOTHER PLACE ANOTHER IY' LIFT EVENLY. AROUND THE TANKS T EVENLY REPEAT THE LAMP CUTAP WITH AT LEAST DIRCL CLAMPS, BE SURE DICRC L A 12 BED �� B, DED AND BACCEILL S OF THE HOLE, THE BPNKS OF THE HOLE PROBING OF BACKFILL'FftOM CHET BANK OR ADJACENT TANK LOP.L' BETWEEN THE CONCRETE FAD AND THE TANKS. UNSTABLE WALLS,: ALL TANK SIZE$gRER COMPLETION OF SECOND LIR, BACKFILL CAN BE BROUGHT TO ALL TANKS MUST BE VENTED, AS TANKS ARE DESIGNED FOR OPERATION AT ALL EXCAVATED NATIVE SOIL MUST BE REPLACED. WITH APPROVEDTOP OF TANKS OR GR DE WITHOUT ADDITIONAL HANDWORK. (COMPACTION CHET CONCRETE PAD MUST EXTEND AT LUST IT BEYOND SIDES OF. Aiup5PHERIC PRESSURE ONLY, EXCEPT FOR USE WITH VAPOR RECOVERY ` GRAVEL WITH SAND OR NATIVE SOIL. IN MUCK, BOG. PEAT, SWAMP OR LANDFILL PPE AREAS WHERE THE TANK AND BE AT LEAST EQUAL IN LENGTH TO THE TANK. IT IS BEST SYSTEMS PROVIDED THE PRESSURE. OR VACUUM DOES NOT EXCEED 1 TEL BACKFILL. DO NOT MIX APPROVED MAY BE REQUIRED FOR SLAB SUPPORT. i0 EXTEND THE SLAB TO THE UNDISTURBED NATIVE SOIL. , ALWAYS USE APPROVED GRAVEL DO NOT SACKFUL IN LAYERS USING SAND SOIL IS SOEL OR IN AREAS WITH EXPANSIVE COPY SOILS, A URGER 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 WILL NOT WORK IN TIGHT AREAS IN STRAIGHT WALLED PIPING TO REMOVE MODULI. CONDITIONS, THE HOLES MUST BE URGE ENOUGH TO ALLOW A BOLES. STRAIGHT WA' L REQUIRE A CURVED PROBE TO STRAIGHT IED HOLES WIL OEMMW ANCHORS BACKFILL DOES NOT MEET THESPECIFIEDT REQUIREMENTS. ALTERNATE MINIMUM OF I/2 THE TANK DIAMETER FROM SIDES/ENDS QP TANKS BACKFILL UNDER THE TANKS ME CURVED PROBE ISA 4' SECTION OF CAVITYBETWEEN THE INNER AND OUTER TANK IS LIVE MIT MAY NOT BE USED WITHOUT THE WRITTEN APPROVAL OF THE TO HOLE WALLS THE WEIGHT OF OVERBURDEN ON TOP OF THE DEAFENEDAND TANK V VENT VENTED, li MUST BE VENTED INDEPENDENTLY FROM THE PRIMARY TANK. MUS B A MATERIALS M THE LONG HANDED ALUMINUM PROBE PENT ON A RADIUS TO MATCH THE LON PROVIDES TIC ANCHORING FORCC DAY OQCMAN ALONG CACTI FICC AND r OWNER'S ENGINEER I TANK CURVATURE. A LEVERAGING ACTION ON THE LONG HANDLED PROBE PARALLEL TO TANK. THE TANK MUST NOT -OVERSHADOW' THE UNSTABLE SOILS ARE DEFINED AS THOSE SOILS HAVING LESS THAN CREATES A PUSHING ACTION UNDER THE TANK BOTTOM. PRESSURIZED DELIVERIES ARE NOT RECOMMENDED. IF THE DELIVERY �. L GRAVEL 750 LBS./50. FT COHESION AS FROM UNCONFINED SEAQMAM ANCHOR, CLARE W'IFL ROPE WITH AT LEAST THREE CLAMPS VEHICLE USES PUMPS TO FILL THE LANK; INSTALL OVERFILL SHUT GOT N M ANU ULTIMATE AR COMPRESSION TEST; OR SOILS WITH AN O / :. THE FOLLOWING PROCEDURE IS ME MOST EFFECTIVE FOR THE CURVED WOUND OEWMAN AND THROUGH END OF STRAP. EQUIPMENT IN THE TANK AND TRUCK TO PREVENT THE TANK FROM BEING .A CLEAN, NATURALLY AGGREGATE WITH A NIX OF ORG REAS IT TABLE SOILS OR AREAS WITH - OF UNSTABLE 35Ap LBS.UIRE PROBE _ NG THE TANK LANCER PRESSURE WILL DAMAGE LIVE OTHE SIZES NOT LESS MAN 1/8" OR MORE THAN 3/4" IS LESS MA Ai. OEADMEN ARE MADE WITH REINFORCED 2, LA0. 6 REDARS ( )CONCRETE. TRANIOVERBASIN TA TANK, EVEN IF THE TANK VENT IS UNRESTRICTED. ON E%PANSP@ LUT MAY REQUIRE A REINFORCED CONCRETE SUB UNDER BERT L MAY VERY DEPENDING BURIAL TIIC GROSS SECTION .^.IMUM fiEOUIRED. REQUIRED, - THE 1. AFTER STANK THE TANK ON THE GRAVEL NCD, PROBE THE BUR EA DEPTH. ASSUMING MINIMUM BURIAL DEPTHS, MINIMUM DEPDMAN SIZE A ..ENTIRE TANK BOTTOM AND AROUND THE ENS rap3_ 5 AS ro.LO'.VS: M. MANWAY AND MANW!Ay 'EXTENSIONS 2 CRUSHED STONE OR CRUSHED GRAVEL SOILS ASUR ESS THAT.. FOR SOILS-WIM LESS THAN 250 LBS /Sd'R COHESION OR Wlili AN ULTIMATE BEARING CAPACITY OF LESS MAN 500 L85 /SQ FT., A 2 PLACE DI° FIRST HE LIR OF BACKFILL TANK VAIN THE STANDARD MANWAY 1522" IN DIAMETER AND HAS A LOAD BEARING - - WASHED. CRUSHED STONE OR GRAVEL WITH AN ANGULAR PARTICLE FILTER FABRIC HOLE LINER IS RECOMMENDED TO PREVENT BACKFILL - DIAMETER HEIGHT WIDTH CAPACITY OF 1200 LBS. CEMENT, HEAVY DUTY MANLINESS HAVE A LOAD SIZE NOT LESS. THAN 1/8" OR MORE THAN 3/4 IS REQUIRED. MIGRATION. REFER TO SECTION "P BELOW L. 3. PROBE THE ENTIRE TANK BOTTOM PND END CIPS PGAIN. BEARING CAPACITY OF 2400 LBS, NOTE: ALL BACKFILL MATERIALS MUST MEET ASTM-C 33 PERFORMED 7.1 E. BURLAL DEPTH AND CDVER 4, PUCE THE SECOND 1T LIFT OF PAGKFlLL 41 c X 6• 6,8' 12" % 12' N. MANWAMANWA�Rs FOR QUALITY AND SOUNDNESS. THE BIEVE, SHOULD NOT HAVE MORE THE TANK HOLE MUST BE DEEP ENOUGH 70 ALLOW A MINIMUM 12" REQUIRED 10' 12" % 18" TRANS PERCENT PASSING OF LA0. 8 SIEVE, THE DRY GRAVEL DENSITY TO STRAIGHT PROBE SECTION AND PROBE TANK ANYWAY RISERS PROVIDE A NON CORRODING. SPACIOUS ACCESS 'FROM .BACKFILL BED OVER THE HOLE BOTTOM OR CONCRETE SUPPORT SUB, IF 5. SWITCH AGAIN. 12' 8" X 36 A MANLE OX AND FROM [HESURROUNDS n MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. THE TOTAL BURIAL DEPTH FROM THE TANK TOP IS GREATER DUN 60 SNUE OTOR IS OPEN, THE A ROUND CROSS SECTION. MAY BE SUBSTITUTED IF THE DIAMETER MANWAY RISER WILL FILL WITH WATER AS WATER ON IN FREEZING CONDITpN3, THE PAGKFlLL MUST BC DRY AND FREE OF ICE. PERCENT OF THE TANK DIAMETER, ANCHORING THE TANK IS NOT REQUIRED H. INSTALLATION PROCEDURE - WET HOLE EONATO OR EXCEEDS THE DEADMAN WIDTH. : OUTSIDE. TRAFFIC ABIDES REQUIRE A REINFORCED CONCRETE CHIVE PAD: - SEE SECTION G' BELOW FOR DETANS - THE CONTRACTOR SHOULD REQUIRE HU BACKFILL SUPPLIER TO A PETER FABRIC SEPARATOR MAY BE APPROPRIATE TO PREVENT SERVICE WHEN USING ANCHORS W MULTIPLE TANK INSTALLATIONS,. A OF 2 MANWAY RISERS MAY BE USED WITH SILLS NOTE'. Pap DIMENSIONS- PAVING MUST EXTEND AT LEAST 12 BEYOND TANK FRT CrV FOR 5 WATER LEVEL MIGRATION. .REE 0 SECTION ABOVE 0 VEL ILL REQUIRE EACH TANK WILL ftEOVIRE iW0 DEADMEN. IF ONE 9EADMPN IS USED .TANK A ' CEfti1Ff THAT THE BACKFILL MEETS THESE SPECIFICATIONS. LOWEST PRACTICAL BE USING BY .000MAXIMUMT01 AL 10,OW GALLONS OR URGER; ONLY ONE RISER IS PERMITTED WITH TANK OIfRIkE IN ALL DIRECTIO4S. SHOULD AT LEVEL FOR ADJACENT TANKS, R MUST BE DOUBLED IN WIOTN. A SIZES LESS IRAN 10.000 GALLONS OUL TO POSSIBLE BUOYANT GORGES.. '�.^ %I HOUT WENED OUTLINED WITH OR WITHOUT A WELL POINT SYSTEM PREPARE BED AS OUTGNED IN C. VASUAL AIRZ wAP TESFING "G. SEPARATE ANCHOR POINT MUST BE PROVIDED FOR EACH STRAP, - MINIMUM BURIAL DEPTH - BECAUSE A CONTINUOUS VACUUM MONITOR MD. SECTION REGIME ANCHOR POINTS ARE INCORPORATED WITH THEIR LEGS ANCHORED THE RISER MUSE BE INSTALLED WITH A OF 6" CLEARANCE FROM DOUBLE WALL. TANKS ARE SHIPPED TO THE WITH A VACUUM IN THE BE IN USE. THE MAIMUM BURIAL DEPTH IS AO FROM THE TANK TOP TO BALLAST UNDER THE REINFORCEMENT, SPACING FOR POINTS 6 THE TOP OF THE TANK.: THE SOROM OF THE RISER SHOULD BE SUPPORTER RFORGIVE THE INNER AND OUTER TANK READY THE VACUUM TANK VERDE. . FOR DEEPER BURIAL DEPTHS CONTACT THE MANUFACTURERS TANK BYREPAIR SHOWN DETERMINED 6T THE NUMBER OF ANCHOR POINTS SHOWN ON TANK THE WITH 2'. X d X 3' (MIN.) WCCD PIECES. 4 TANK CAVITY BETWEEN - SHOULD BE LEFT UNTIL THE TANK iS READY t0 BE AIR INSTALLATION MANAGER. THE WATER LEAST CANNOT BE LOWERED, THE Will NEED i0 DRAWINGS. - ON TRACTOR, TESTED BY THE CONTRACTOR THE UNLIKELY EVER OWARNIN TNGTANKSO B PUCE TANKS IN THE HOLE. ADDING ONLY ENOUGH PEACE BE BALLA70 0. SITE MONITORING WELLS U L TEMPORARY VACUUM SERVES AS AN EARLY WARNING DEVICE NO TRAFFIC LOADS (550 - 20,000 CAL. MODELS) TANKS. NOT SI . i0 SINK THEM. BALLAST LEVEL IN TANKS MUST NEVER AN ANCHOR POINT CAN BE FABRICATED FROM REBAR AS FOLLOWS: DAMAGE THIS DETECT RFLATNELT "URGE LGK5 IN ME INNER OR SUBJECTED TO TRAFFIC LOADS NEER MINIMUM COVER 24" EBALLASTXCEED IN HOLE CURING TAN. WHILE EXCEED PLACE MONITORING WELLS AT LEAST ONE FOOT OUTSIDE OF OUTER L1A'K DIE VACUUM CAN DETECT LEAKS. THEREFORE, PRIOR E N BACKFILL: OR 12"NI PWS 4" REINFORCED CONCRETE.: CONSULT LOCA WATER THE TANKS IN TANK DIAMETER RERAN SIZE MLN. REBAk DIAMETER." BACKFILL. WITH THE GAME MATERIAL AS TANK DACNFlLL TANK, BUT IT CANNOT AIR AND SOAPED CASES FOR MINIMUM ALLOWABLE BURIAL CEPTN.. KEEP .'ADDING BALLAST, USE ONLY LIFTING CABLE O KEEP ,USE -fOSITON. O STRAP/ANCHOR INT.) 'WIDTH TOUTERO TISPiA�LSO .TESTED TO DJE INSTALLATION. ALL. TANKS MUST ALSO 6E TANKS SHOULD BE FREE i0 ROLL SLIGHTLY. LE USING THE FOLLOWING PROCEDURE: MINIMUM BURIAL OEPM P. BARRICADE$ BACKFILLING 4;. NO. 6 4 I/2" RELEASE THE VACUUM IN THE TANK CAVITY. BEFORE SETTING ME B' N0, 0 TANK AREA MUST BE BARRICADED TO VEHICLE TRAVEL OVER TANK LURE E PCW^ 0.•p TIGHTEN ALL FITTINGS. TRAFFIC LOADS - GAI - TANKS CTFD TO ( -) 1 10'.12' LA0, 10 12 1/2" COMPLETE, .ANY THE TANKS.UNiIL. THE INSTALLATION IS COMPLETE. VEf100 DEPTH KIFILL TRAFFIC LOADS MUST HAVE A COVER. DEPTH OF 35 BACKFILL OR MOST DISTRIBUTE BACKFILL EVENLY TANKS. PUSH BACKFILL UNDER TLAVATION. PRESSURE TEST TANKS TO 5 PSI AS FOLLOWS: MINIMUM IR. L PUTS CR OF CONCRETE THF GEUND TANK AFTER EACH DROP USING EITHER ALONG HANDLED PROBE OR AN - B - -AIR JET, AFTER'BACKFILL IS AT LEAST 2' UP THE TANK SIDES. TURNSUCKIES (OPTIONAL) 0. INSTALLATION CHECKLIST PAN REINFORCEMENTSIN THE CONCRETE PAD MUST BE PROPERLY 40R TS IN OUTER WALL ZEST: THE EGRET CONDITIONS TO ASSURE CONCRETE SI IRFAf,E PAD INTEGRffY. CAN BE FREELY ADDED TO TANK TCP N'UHO'f _ .IOq USING THE PROBE OR. AIR JET. USING THE PROBE HOOK, JAW OR EYE TYPE iVRNBUGRLES (DROP FORGED) MAY RF USED IN GOM"LNE ME INSIALUIION GHLCNLISi; PROVIDED BY THE lAKK CAUTION'. PRESSURIZING THE TANK CAVITY MAY 5 PSI MAY 4ft000 GAL MODELS) -.TANKS NOT PLACE OF ALL OR A PORTION Of THE WIRE ROPE DESCRIBED IN THIS MANUFACTURERIN.THE SHIPPING PACKET. MEASURE, COMPARE AND RECORD ' DAMAGE THE TANN. FOR ALL TESTS, INSTALL AK .STIR GAUGE NO TRAFFIC, LOADS 12BOOO - MOM INFORMATION ON ALTERNATE OUT OF HOTECHNIQUES SECTION. THE TANK VIRTUAL OAKUM HEADING BEFORE BACKFILLING AND AHLR AT THE FRYING WHERE THE AIR PRESSURE HOSE 15 SUBJECTED TO TRAFFIC LOAFS NEED A MINIMUM COVER OF 4Y ARE AVAILABLE MOM PALMS CORNING. TANKS. REQUEST PUBLICATION BACKFILL IS BROUGHT UP TO SUBGRADL TO VERIFY THE TANK SACKELE _ CONNECTED TO THE TANK ADD A SECOND GAUGE AT THE EITHER BACKFILL, OR }9" BACKFILL PLUS 4" REINFORCED CONCRETE. N0. 3-PE-13415. ALTERNATE BACKFILL PROCEDURE. ALL ANCHORING METHODS - SUPPORT. A COPY Of TILL INSTALLATION CHECKLIST - . MONITORING HITTING, USE AN AIR GAUGE WITH A 1/4 OR I/2 - GA1 MgOFL S) SUBJECTED MVSI BE RETAINED BY THE TANK OWNER AND OR INSTALLATION CONTRACTOR TO VALIDATE ANY POUND FOREMEHS SO THAT CHANGES NAB PRESSURE CAN BE TRAFFIC LOAD (25,000 -x8.000 -TANKS 1. ANCHORIN G - MINIMUM PER ANCHOR LOCATION: FUIUHE WAHHANIY CLAIM./ TO TRAFFIC LOADS MUST HAVE A COVER DEPTH SIF 35 BACKFILL PLUS - EASILY OBSERVED. e OF ASPHALT OR F OF PEPAP REINFORCED CONCRETE, IT IS THE RESPONSIBILITY OF THE TANK OWNER OR HIS REPRESENTATIVE TANK DE!MER 4',6' V,1P,12' NOTE: TANKS AND PRODUCT PIPING ARE TO BE HYDROSTATICALLY TESTED USING A MANIFOLD SYSTEM CONNECTED TO THE INNER TANK AND TO DETERMINE IF MECHANICALS ANCHORING IS REQUIRED FOR ASPECIFIC TIGHTNESS BEFORE SERVICE. PHE THE SYSTEM ' THE CAVITY BETWEEN THE INNER AND OLDER TANK, PRESSLIR17E F. FILTER EADRIC - WET HOLE ]IMF JOB SITE. ALL POTENTIAL SOURCE OF WATER UNDERGROUND WATER ( DROP FORGED TURNBUCKLE D'A. .FOR IRO BE SUBMITTED EO TONNE T FIRE CHIEF THE TANK CAVITY USING AIR PRESSURE FlEDM THE INNER TANK - LOCAL OWNERS AND TO THE OWNER'S BE f09 THE OF TANKS. TABLE, SURFACE RUNOFF, ETC.) SPOKE) BE CONSISERED NOOK SSPE 3/<' t I/4" REPRESENTATIVE. ftEPRESEHATrvE. : FILTER FABRIC WILL USED INSTALLATION - JAW TYPE I/2" 3/4 STEP 1 - WITH THE MANIFOLD VALVE THE CAVITY CLOSES, IF WATER COULD ENTER THE TANK HOLE. IT IS RECOMMENOEO THAT THE EYE TYPE 1/Y' O FIRST PRESSURIZE. THE INNER TANK TO 5 PSI MAXIMUM. FILTER FABRIC PREVENTS THE MIXING OF PEA GRAVEL WITH NATIVE SOIL ,3/6 WITHIN THE ROLE. THE MA HEAPS TO MAINTAIN THF. ITER FB AND TANKS BE MECHANICALLY ANCHORED URLESS TI'.E MINIMUM BURIAL DEPTH -CLOSE THE AIR SUPPLY VALVE TO ME INNER TANK OF ME LL THE USE OFA FILTER FABRIC : FROM TANK TOP IS AS FOLLOWS WIRE ROPE DIAMETER - AND MEN DISCONNECT THE AIR SUPPLY. SAND T IS RECOMMENDED FOR THE FOLLONING TYPES OF INSTALLATIONS: IS REO FOR THE FOLLOWING fi X 19 3/4' 1/2 CONCRETE DDA¢ (IMPROVED PLOW STEEL) L TOA' CONDITIONS OR AREAS CONFIRMED TO FREQUENTLY CHARGING PAD PICKETERS0" 6 - STEP 3 - PRESSURIZE THE CAVITY BETWEEN THE. INNER AND GROUNDWATER LEVELS. LA0 NOT WIRE EYCBpIiS OR BENT STEEL EYEBOLTS OUTER TANK TO 5 PSI MAXIMUM BY OPENING THE MANIFOLD MINIMUM BURIED DEPTH WHEN .USE VALVE THEREBY TRANSFERRING PRESSURE FROM THE INNERTANK 2. UNSTABLE SOILS (MUCKS OR UNOPLLS). DIAMETER MECHANICAL ANCHORING IS NOT REQUIRED NOTE: TANKS INSTALLED WITH BACKFILL TO TDP OF TANK BUT WITHOUT TANK. STILLED WITH VY 10 GRADE SHOULD BE CORE. 3. WATER CONDITIONS WITH SILTY SOIL - 4' }0" 2Y' PBACKEFULRODUCT WAGE THEN .PRODUCT AS B4WSi. DO NOT PLACE WRIER OR PRODUCT M TANK UNTIL - DO NOT CONNECT THE AIR SUPPLY DIRECTLY r0 THE - BACKFILL 11 EVEN WITH TANK OF, MONITORING REFUND ALLOW THE MANIFOLD VALVE A SUITABLE FILTER FABRIC IS - -PREPARE, 5112U (HOLES LESS THAN TO- 54" 51 . A O OPEN DURING STEP 9. TYPICAL NR COMPRESSORS UN OVER I DEER) 0% "TREVICA SI •2S" (HOLE GREATER THAN IC DEEP). ROTI AGE 6' 69" 66 FIBERGLASS TANKS CAN ALSO BE ANCHORED SAFELY BY USING BURIAL PRESSUP.IZE (OVER 5 P51) THE TANK CAVITY BE: KEEN TIE MANUFACTURED 2T HOECHST CEIANESE CORPORATION (800) 845-7597) To 12' '61 78" DEPTH ANDA SURFACE SUB TO OFFSET THE BUOYANCY FACTORS. FOR INNER TANK AND OFFER WALL IN. LESS THAN 2 SECONDS ECU. ALEUT FABRICS MAY BE SUBS,MTED UPON APPROVAL OF THE ALTERNATE ANCHORING MEIHOSS, CONTACT THE MANUFACTURER'S TANKS THE INNER TANK OWNER ENGINEER ` AT THE ABOVE BURIAL DEPTHS, THE OVERBURDEN OVER EHE LANK WEIGHS INSTALLATION MANAGER. STEP 4 -MONITOR THE PRESSURE ON BOTH AND CAVITY BETWEEN THE INNER AND OUTER TANK FOR AT - MORE THAN RIE BUOYANCY OF THE EMPTY TANK WITH WATER i0 GRADE Is NOT AN PREVENT RIALAND SAFELY Faclere Eou4E 1 2 ( ) J. PIPING AND -SUMP CLEARANCES MINUTE. SOAK THE TANK AND CHECK FOR SOIL.OFFECTIVE VEL ADD NA TEARS WILL M:"RATE OF FU GRAVEL AND NAIVE SOIL, It TEARS AND WILL MIGRATION \•"-j,:� LEAKS AS S, AN OUTER WALL LEAK BUBBLES. LEAKS AS INDICABEFORE DEGRFCE IN A WET HOLE ENVIRON!/ENT NOTE TANKS INSTALLED WITH BACKFILL 10 TOP OF TANK BEEF WITHOUT TANKS WITH BOTTOM SUMPS _ CK IM DETECTED BEFORE BACKFILLING IS SIMPLE TO REPAIRLEGS BACKFILL A LANK WITH A KNOWN OR SUSPPECTEDCTED LEAIN DENSITIES. TO GRADE SHOULD BE COVFUEEELY F1'1ED WITH WATER OR NOT INSTALLATIONPROCEDURE - LINE THE EXCAVATION SIDES ANO BOTTOM PRODUCT AS BALLAT. 00 NOT. PLACE WATER OR PRODUCT IN TANK UNTIL WHEN INSTALLING A TANK EQUIPPED WITH A BOTTOM SUMP, EXCAVATING - ME OUTER WALL. A:TH FILTER FABRIC 0.'ERLAR ADJOINING FABRIC PANELS AT LEAST 12 BACKFILL 15 EVEN WITH 'AHK TOP. AND BEDDING MUST BE TO TF 1T' DEEP BY 24" INCHES. PEACE SOME BACKFILL O4 TOP OF THE FILTER FABRIC IN AND - MP DIAMETER HOLE CENTERED AT THL SUMP LOCATION. AFTER THE TANK DAT THE INNER WALL LEST THE EXCAVATION PERIMETER TO HOLO TIIC PUCE DEPTHS MECY.4 IS AECOM(SUGGESTS LLE PLACED, THE VOID SURROUNDING ME SUMP RANO -.CL05E VALVE TO THE CAVITY BETWEEN R NECESSARY IN VIE! MOLE LYSTAIAEIONS. BACKFILL BALLAST IS NECESSARY i0 SINK IN WET MITER OF EWO COMMON METHODS CAN BE USED' A CONCRETE ANCHOR PAS MI R OF ON M CAN E USED A ANCHOR B G A PI BACKFILLED AND HAND TAMPED PRIOR 70 ADDING BACKFILL AROUND THE STEP 5THE MANIFOLD 'RELEASE AM1C H^a,0 THE FABRIC TO: THE BOTTOM OF ME EXCAVATION. UH ULAUMAN ANCHORS. BOTH MLI HODS INCLUDE THE USE OF fIBERGUSS TANK. THE INNER AND OUTER WALL THE PRESSURE AND VENT ME PRIMARY TANK (BY OPENING THE AIR SUPPLYANCHOR STRAPS. VALVE).. BUT MAINTAIN THE.5 PSI MAXIMUM PRESSURE ON THE G. 1N`;TALI-ATTON PROCEDURE - DRY HOLE STRAPPING CAVITY BETWEEN THE INNER AND OUTER WALLS RFD : - USE FIBERGLASS ANCHOR STRAPS BE THE ARROWS SHOWN ON ME NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO. SIBP. B- MONITOR THE AIR GAUGE ON THE TANK PROVIDE A MINM!lM OF 12" LEVEL APPROVED BACKFILL BED OVER HOLE K DRIVING OE.THE TANKS. FOR PUN VIEW COMPLY WITH THE TANK MANUFACTURER'S INSTALLATION _ MINUTES. BUT NOT MORE THIN 60 ANOMER E THAN PLACE! OR CONCRETE SUPPORT N SLAB.' SET TANKS ON BEL: DO HOT TANS M T GALLONS INCA ANCHORSTRAPS TANKS URGER THAN GALLONS INGUISM - FlIIING FOR PLACE TANKS DIRECTLY ON CONCRETE SUB TIMBERS, BEAMS OR FAR PROCEDURES. THOSE INSTRUCTIONS SHALL TAKE TS MINUETS LONGER TESTS CONDUCTED DURING CHANGING AT THE TANK MUST ALSO BE PLACED IN THE STRAP GUILES AT THE TANK TOP DIN TEMPERATURES OR CHANGING CLOUD COVER NAY DISTORT TESL CRADLES PRECEDENCE OVER THESE DRAWINGS ^ FAILURE TO RESULTS t PSL ANCHOR POINTS SHOULD BE BRACES EOUAL TO TANK DIAMETER PLUS 1p FOLLOW THE TANK MANUFACTURER'S INSTALLATION _ _ ON EACH SIDE OF SANK, REGARDLESS OF TANK DIAMETER. ANCHOR INSTRUCTIONS WILL VOILA THE WARRANTY AND MAY POINTS BOTTOM Of HOLE MUST BE ALIGNED WITHIN ONE INCH OF - .. THE TANK TOP STRAP LOCATIONS RESULT IN TANK FAILURE - �4�II G o0�i��lb2'4II a�TC3m GOm @�� P@¢P�omro 6o�e TANK INSTALLATION SPECIFICATIONS • GNtt & CONSUCE110 ENGINEIIlS ENJIRONMEMAL & FETE PLANNERS 1 .SST 30635MALIK ..476 --, rnn+ cK 0 XRVAs RNvwm CSURNEAD ENGINEERS ARCHITECTURALIRI �M4NwE1t5 Ip MAIN STREET RQIEL'l CIECK- YARMOUTHPORL MA :. 'TCL. (5M) BVI N00 B OTs SAI!EI' !AA TAKE) E] - V Go 1/CEREs WITH APA AP NG K iAM.mIGtN1G xr TslBomae xa IWITHE a mmxmx. N.J. el!cer!1NiE Or.. Bm�INc v.. nl1 NONE Wa5545TKi 3 O "". .+'.4. Ka Eli n- I°°". rsx. .,. encoK w.c �.. „K WWII."° • YARMOUTHPORT, MA 1/17/96 STENSPA.DWG N 11=ff1_� '111=�111�� i E _IIID _TTIT-I_ILEI s 6" 5H-1I=I N i- .MIR - 0.AIN. M:N, �L MIN. — III I1 0 Nil -III I LII . —. Ili=_ti= —1 1=til _ _ _I_I - _ - = �l I I-IHI T� �lu_I 11 -i1h = I- �II _ —111=111=Tf7�1- I — —— 1I I I IJ 11-1 _TCI I L T(— ir C PRODUCT PIPE TRENCH DETAIL NOT TO SCALE T - poePODom� 60 DOUBLEWALL PIPING SPECIFICATIONS - 1/17/96APTVor SSE 30635 476 MAIN STREET YARMOLHPORT MA t/q/ec. DATE CDLE .NONE mwA'l95546TK3 f4 0 DOUBLE VIALL GEOFLEX GASOLINE PIPING SPECIFICATIONS 1. GENERAL U - G 5-3. STORAGE AND HANDLING OF DED/BACKFILL MATERIAL ON SITE - - WHERE REPAIRS ARE FOUND TO BE REQUIRED DURING ' PRIMARY & SECONDARY PIPING SHALL. BE THE GEOFLEX PIPING SYSTEM BY CONSTRUCTION, AFTER TESTING OR INSPECTION, THE DO NOT A LOW BED/BACKFILL MATERIAL TO INTERMIX WITH AN ENVIRON (OR EQUAL). THIS ENVIRONMENTALLY SAFE, FLEXIBLE, UNDERGROUND DEFECTIVE. PORTIONOF THE PIPING SHALL BE REMOVED AND .EXCAVATED SOIL OR OTHER.MATERIAL ON. SITE. - PIPING SYSTEM PROVIDES CONTINUOUS PIPING RUNS BETVlEEN UNDERGROUND REPLACED WITH APPROPRIATE NEW PIPE AND FITTINGS. CONTAMINATION OF SELF COMPACTING GRAVELS COULD RESULT STORAGE TANKS AND THE PRODUCT DISPENSERS MAKING CONNECTIONS REPAIRS SUCH AS SLEEVE TYPE LUNE. PATCH OVER A DAMAGED IN I THE NEED FOR MECHANICAL . COMPACTION. OF THE MINIMUM/' - ONLY WITHINCONTAINMENT SUMPS WHICH ARE ACCESSIBLE FROM THE PIPE OR A CLASS : CLOTH AND ADHESIVE BUILD UP. OVER A MAXIMUM PARTICLESIZESSPECIFIED. PARTICLE SIZE IS SURFACE FOR ROUTINE INSPECTION AND FUTURE MAINTENANCE JOINT FITTING ARE .NOT ACCEPTABLE ON NEW WORK. . CRITICAL FOR -SELF >COMPACTION. ; GEOFLEX PIPING OFFERS.A UNIQUE COAXIAL DESIGN, HAVING BOTH THE - IN FREEZING CONDITIONS, MATERIALS MUST BE KEPT DRY AND .INNER PRIMARY SUPPLYPIPEAND AN OUTER SECONDARY CONTAINMENT PIPE 'JACKET 4-2 GALVANIZED STEEL PIPING (GALVANIZED MALLEABLE IRON FREE OF CO.. 00 NOT INTERMIX -GRAVEL, STONE OR. GRAVEL ALL IN ONE. THE SECONDARY CONTAINMENT TS SEPARATED BY EI'(TINGS) CRUSHINGS OR SAND IN THE SAME EXCAVATION OR CONNECTED STAND-OFF RIBS CREATING A'SMALG INTERSTITIAL SPACE WHICH ALLOWS EXCAVATIONS (SEE NOTES ABOVE :COVERING. THE USE OF. SOIL FOR OPTIMUM FLOW AND. HAS EXCELLENT :BURIN_ STRENGTH NO GALVANIZED PIPE SHALL COME IN SCONTACT WITH GROUND. STABILIZATION FABRIC TO PREVENT MIGRATION ALL PIPING IS TO REMAIN ALCOHOL COMPATIBLE 27 DIAMETER ALL GALVANIZED PIPING WILL BEUSEDIN SUMP AREA IF DISSIMAND ILAR OIL BETWEEN DISSIMILAR1501LS) 'REQUIRED AND ABOVE GROUND ONLY. ALL PIPING UNDER- IT LIQUID SENSORS PIPING INTERSTICES ARE TO BE MONITORED W H L OU D GROUND SHALL BE NON CORROSIVE FIBERGLASS 5-4. BEDDING OF PIPE ENVIRONMENT. OPERATING IN AN ENCLOSED AIR ENVIRONMENT PIPING AND INTERSTICES ARE NOT TO BE INTERCONNECTED WITH TANK INTERSTICES 4-3. FLEXIBLE CONNECTORS A MINIMUM OF 6' DEEP COMPACTED BED, GRADED TO GIVE THE PROPER SLOPE OR DEPTH OF PIPE RUNS MUST BE LAID IN WHERE FLEX CONNECTORS ARE COMPLETELY CONTAINED (LE NOT IN FLEXIBLE CONNECTORS ARE TO BE INSTALLED AT THE TRENCH BEFORE PIPE RUNS ARE INSTALLED. ,. PIPE RUNS - CONTACT WITH GROUND WATER,. NATIVE SOIL OR BACKFILL MATERIAL), FOLLOWING POINTSI �r SHOULD BE FABRICATED AT GRADE: AND INSTALLED AND - STANDARD STAINLESS STEEL. CONNECTORS ARE ACCEPTARLE. WHERE FLEX PROPERLY SPACED ON THE COMPLETED BED. AFTER MAKING -CONNECTIONS :CONNECTORS' ARE NOT COMPLETELY CONTAINED, ONLY ANTI -CORROSION A. TANK CONNECTIONS TO VENT OR VAPOR LINES. NECESSARY OF :RUNS, BRANCHES. OR FITTINGS CONNECTORS MAY BE USED - WHICH MUST BE MADE UP IN THE TRENCH, 'BED MATERIALS - M SUBMERGED PUMPS _ SHOULD BE PLACED BACK UNDER THE PIPING AND PROPERLY ANTI -CORROSION CONNECTORS ARE AVAILABLE FROM TITEFLEX COMPACTED. C BETWEEN RISER(S) UNDER EACH DISPENSER AND FIBERGLASS EFFECTIVE IMMEDIATELY, THE APPROVED SPILL CONTAINMENT BOX FOR ALL PIPE RUNS AS MAY BE REQUIRED.. 5-5. AIR PRESSURE TESTING PROCEDURES FILLS WILL BE AN ERIN NO 705GL-15 (REFER TO DETAIL DRAWINGS). THE A19 PRESSURE INTEGRITY TEST PROCEDURE FOR THE FLEXIBLE - - D SWING JOINTS SUPPLY PIPING IS ONE AND ONE HALF (1 112) TIMES THE NORMAL THE GENERAL CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER UNDERGROUND AT BASE OF RISERS - PIPE SWING JOINT OPERATING PRESSURE OF THE SUBMERSIBLE PUMP, NOT TO EXCEED ' - HANDLING AND INSTALLATION OF .THE GEOFLEX PIPING, SHE GENERAL ONLY:. SIXTY POUNDS PER: SQUARE INCH (60 PSI). MAKE SURE THE FLEXIBLE CONTRACTORS SHALL INSURE THAT GOOD WORKMANSHIP AND CONSTRUCTION PIPELINE IS ISOLATED FROM BOTH THE UNDERGROUND STORAGE TANK -PROCEDURES ARE FOLLOWED THROUGHOUT THE INSTALLATION, REGARDLESS FLEXIBLE CONNECTORS SHOULD NOT BE USED FOR MAKING AND THIS ABOVEGROUND PRODUCT DISPENSER WHEN CONDUCTING INCLUSION OR OMISSION OF ANY APPLICABLE SUGGESTION N THESE g0 DEGREE BENDS IN THE PPEG SYSTEM. HOWEVER: 4HEY THIS TEST. ALL PRESSURE TESTING SHOULD BE. CONDUCTED BY QUALIFIED N .THE INSTRUCTIONS OR ON THE DRAWINGS. MAY BE USED FOR SOMEDEGREEOF MISALIGNMENT.. PERSONNEL 00 NOT ATTEMPT DISCONNECT S COUPLINGS,-,CAPS, -OR PLUGS UNLESS THE. AIR. PRESSURE HAS BEEN OUPLI GS, CAPS, RELEASED RELEASEES, UNKNOWN SITUATIONS OR CONDITIONS COVERED IN THESE FLEXIBLE' CONNECTORS SHOULD BE INSTALLED 50 THAT THERE .NOT OF TI4E CONTRACTOR. IS NO RADIAL STRESS OR TWIST IN THE HOSE WHEN JOINTS- ` NOAPPLY AIR PRESSURE INTO THE FLEXIBLE PIPING LINE. INSTRUCTIONS ARE. THE. RESPONSIBILITY ARE ASSEMBLED - LOT O T EXCEED SIXTY POUNDS PER SQUARE INCH (60P51). DO -, MANUFACTURER'S SPECIALISTS ARE AVAILABLE FOR CONSULTATION. THE PRESENCE OF THE OWNERS OR MANUFACTURER'S REPRESENTATIVE AT AN A PIPE. SWING JOINT SHALL BE COMPOSED OF TWO ELBOWS (OR -.MAINTAIN PRESSURE FOR A MINIMUM, OF THREE HOURS MAKING - INSTALLATION SITE DOES NOT RELIEVE :THE CONTRACTOR OF THE SIMILAR FITTINGS) AND A PIPE NIPPLE. SURE THAT THERE IS NO DROP IN PRESSURE. . NOTE: SIGNIFICANT' RESPONSIBILITY FOR A PROPER INSTALLATION -TEMPERATURE: CHANGES CAN .RESULT IN A PRESSURE READING. 4-4. PRODUCT, VENT AND VAPOR PIPING - SLOPE OF LINES DIFFERENTIAL -. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SAFEGUARDING OF -: DURING PRESSURIZING, CHECK THE READING ON THE -TEST GAUGC' ASPHALT PAV THE INSTALLATION AND MATERIALS AND EOUIPMENT STORED ON THE SITE A. MINIMUM SLOPE OF 1/8" PER FOOT IS REQUIRED IN ALL - CONNECTED THE "TEST :TUBE' THE INTER- . TO PREVENT THEFT, VANDALISM OR DAMAGE : UNDERGROUND PRODUCT,. VENT, AND VAPOR PIPING. HOWEVER,. -. CONN TED IN ER AN CONVECTED INTERSTITIAL UNE- ANY INCREASE IN PRESSURE WILL S THE MAXIMUM .AVAILABLE SLOPE SHOULD BE USED WITHIN INDICATE LEAK IN, THE PRIMARY SUPPLY LINE ' 2. SCOPE OF WORK - TANNGS. DEPTHE HENT OVER PIPINGDETAILED - - N THE DRAWINGS PIPE COVER REQUIREMENTS ARE ON DRAWINGS. PIPE COVER REQUIREMENTS -DURING THE PRESSURIZING PERIOD APPLY WATER SOLUTION THE PIPING SYSTEM TO. BE INSTALLED UNDER THIS SECTION 'WILLINCLUDE PRE PIPING WILL BE INSTALLED ON PREGRADED COMPACTED BED FOR BUJB TO ALL PIPING CONNECTIONS AND INSPECT FOR BUBBLES. PRODUCT AND VENT PIPING AND APPLICABLE VAPOR PIPING AS SHOWN ON MATERIAL: NO SUPPORT OR SPACING MATERIAL OTHER THAN INTERSTITIAL INTEGRITY TESTING THE PLOT PLAN OR COVERED IN THE ADDENDA TO THESE SPECIFICATIONS THE BED AND BACKFILL SHALL BE LEFT IN CONTACT WITH OR ON THE RELATED PIPING DRAWINGS, INCLUDED ARE APPROPRIATE THE PIPING. THIS METHOD OF INSTALLATION SHOULD :PREVENT AFTER THE INNER PRIMARY FLEXIBLE PIPE AND PIPING CONNECTIONS - CONNECTIONS AND APPURTENANCES TO THE INSTALLED EQUIPMENT IN THE THE POSSIBILITY OF ANY SAGS OR HUMPS. WHICH WOULD TRAP HAVE BEEN INTEGRRY TESTED THE ENTIRE: INTERSTITIAL SPACE OF THE PEA GRAVEL BACKFILL—' T PUMPS, DISPENSERS AND 1 TANKS U P5, COMPLETE SYSTEM, E THE LINES. GE LE E - OER % PIP MUST REMAIN CONNECTED AND THEN SHOULD THE CONTROL R RECOVERY INDICATED VAPOR CONTROL OR RECOVERY EQUIPMENT. -CONTRACTOR SHALL. OUTER CONTAUNMENT JACKET BE INTEGRITY TESTED 3` AMEROR DUALLY STAGE REFER TO THE PLOT PIAN FOR THE ORIENTATION .OF CONNECTIONS AT - 4-5. TRENCHING AND PIPE CHASES d � GRADUALLY APPLY AIR THROUGH THE TEST GAUGE CONNECTOR TUBE yAP0,4 RECOVERY FOR PIPING K AND PIPE CHASES 0 TANKS - IPI IN THE, INTERSTITIAL SPACE OF THE I INTERSTITIAL P NGL E E, 2 DIA. TREK WIDTH N! FFI I NT TO MAINTAIN THE CHINO H ILL BE SU E -.F X V RY SMALE AND W LL NOT REQUIRE A VOLUME GEOFLEX PIPING GEOO FLE GEO LE E 3. PIPING MATERW.S .' CLEARANCE BET P AS SHOWN ON THE N WEEN.' PIPES AND SIOENT E T R THAN I. HE OF PRESSUREIZE THE SYSTEM 0 NO MORE DURING ESSUR IZ .THTHE DRAWERS AND OF A DEPTHS 40 PROF THE DRAWINGS TO ENTIRE THE PERIOD APPLY SOAPY WATER TO THE ENTIRE LENGTH PIPING A. STANDARD RE AND UNDERGROUND VENT OR VAPOR PITCH OF LINES. NOTE WELL AS LI PROPER BEDMI AND LOVER AS WELL AIZAPON HE &T CHECK FOR BUBBLES AFTER TESTING DISCONNECT THE TEST PIPING AND ALL BE - DUALOY 3000/L PIPING AS MANUFACTURED BY ALL . COVER TO FINISH .GRADE OVER PRODUCT THAT THUTSIDE GAUGE AND LAY THE TEST TUBE;DOWN INTO THE THE :SUMP PUMP. PREGRADEO PFA CR/NEL BEo L RAT APIPING MERO. AMEftON. ALTERNATE PIPING SYSTEMS ARE TO BE APPROVED LINES OUTSIDE THE CONCRETE ISLAND MAT AREA IS IS': - THE BY THE OWNER OR HIS REPRESENTATIVE.' GEOFLEX IS MADE PIPE CHASES IN THE CONCRETE OR ASPHALT: PAVING: SHALL BE 5-6. BACKFILLING OF PIPING UP OF :THE PRIMARY WHICH 15 CONSTRUCTED WITH LAYERS CONSTRUCTED. AS DETAILED ON THE DRAWINGS AND. AS, LOCATED - OF THERMOPLASTIC WITH POLYESTER BRAIDING, AND THE ON THE: PLOT PLAN. THE MINIMUM SPACING BETWEEN PIPES IS - AFTER SATISFACTORY COMPLETION OF ALL: REQUIRED TESTING SECONDARY OF POLYETHELENE An. HOWEVER, PIPING RUNS SHALL NOT BE LAYERED. WHERE AND INSPECTION OF PIPING, BACKFILLING OF TRENCHES TO CONNECTORS WHERE CALLED FOR; SHALL BE TITEFLEX PIPING RUNS MUST .CROSS, A Am VERTICAL DIMENSION BETWEEN SUBGRADE ELEVATION SHOULD BE COMPLETED AS .REQUIRED FOR B. FLEXIBLE "SOILSAFE 30" OR AN APPROVED EQUAL PIPES SHOULD ALSO BE. MAINTAINED. THE EXCEPTION TO. THIS THE MATERIAL USED. RULE' IS: WHERE. A BRANCH. LINE TO A DISPENSER CROSSES.: - ADJACENT PRODUCT LINES WITH ATEE AND 45 DEGREE ELBOW IS IT BECOMES NECESSARY DURING THE COURSE. Cr 4. PIPING INSTALLATION - AS SHOWN ON .THE DETAIL SHOWING THE DISPENSER PIPING CONSTRUCTION TO SWITCH FROM THE STANDARD BACKFILL -I MATERIAL TO AN ALTERNATE SUCH AS SAND, SOIL - 4-1. GEOFLEX PIPE 5. BED AND BACKFILL MATERIAL - STABILIZATION; AND FILTER FABRICMUST BE 4 INSTALLED AS A BARRIER BETWEEN THE TWO. INCOMPATIBLE MATERIALS.. STORAGE AND HANDLING;STRINGING JOINING, LAYOUT AND 5-1 GRAVEL - STANDARD .. '. APPROVAL BY THE OWNERS REPRESENTATIVE MUST BE - PREPARATION. FOR: INSTALLATION, CUTTING, TAPERING, OBTAINED FOR MAKING SUCH A SUBSTITUTION ' BONDINGAND/OR.- CURING ADAPTORS TO STEEL PIPING OR STANDARD BED AND: BACKFILL MATERIAL SHOULD BE NATURALLY FLEXIBLE CONNECTORS SHALL BE E 'ACCORDANCE WITH BOUNDED; AGGREGATE, CLEAN AND FREE FLOWING, WITH 5-7. INSTALLATION CHECKLISF pNb CERPFlCATE OF TEST AND MANUFACTURERS INSTRUCTIONS OR RECOMMENDATIONS PARTICLE SIZE NOT .LESS THAN :1/8`. OR MORE THAN 3/4- IN INSPECTION °CONTRACTOR MUST BE FAMILIAR WITH SUCH PRACTICES AND DIAMETER. USE THIS. DESCRIPTION WHEN SPECIFYING: OR PROCEDURES AND FOLLOW SAME ` UNLESS.' CERTAIN. INSTRUCTIONS. - ORDERING BECAUSE. MATERIAL IS KNOWN BY DIFFERENT NAMES "A COMPLETED `INSTALLATION CHECKLIST AND CERTIFICATE OF WHICH PRE SPECIFICALLY COVERED IN THESE: SPECIFICATIONS, IN DIFFERENT AREAS." THIS MATERIAL IS COMMONLY CALLED TEST' IS TO BE .PROVIDED TO THE OWNERS: REPRESENTATIVE E. PIPE BURIAL, SEEM TO BE AT, VARIANCE- IN SUCH - PEA GRAVEL THIS IS THE SAME MATERIAL AS SPECIFIED FOR FOR :APPROVAL UPON COMPLETION OF THE INSTALLATION CASE, THESE SPECIFICATIONS WILL BE FOLLOWED THE TANK INSTALLATION AND 15 CLASSIFIED AS SELF- -. COMPACTING MATERWLTHIS MATERIAL SHALL NOT HAVE MORE ALL TANKS AND PIPING ARE TO BE HYDROSTATICALLY TESTED' ALL UNCONNECTED PIPE STUBS OR RUNS SHALL BE PROTECTED THAN 37 PASSING THE NO 8 SIEVE. -: FOR TIGHTNESS BEFORE PUTTING SYSTEM INTO SERVICE DURING CONSTRUCTION AGAINST THE INTRUSION OF DIRT OR 5-2. ALTERNATE STONE OR GRAVEL CRUSHINGS REPORTS SHALL- BE. SUBMITTED' TO THE LOCAL.. FIRE CHIEF 'OTHER FOREIGN MATERIAL INTO THE PIPING SYSTEW IAND TO THE OWNER'S REPRESENTATIVE. PROTECTIVE BAPS USED IN SHIPPING THE PIPE. ARE SUITABLE STONE GRAVEL CRUSHINGS=WITH ANGULAR PARTICLE SIZE IF TAPED IN PLACE NOT LESS. THAN 1/8' OR GREATER THAN 1/2" IN DIAMETER - WASHED AND FREE FLOWING IS ACCEPTABLE AS AN ALTERNATE MATERIAL:' THIS MATERIAL MUST .MEET-: ASTM. C-33. PARAGRAPH - 7.1 REQUIREMENTS FOR QUALITY AND SOUNDNESS AND IS ALSO CLASSIFIED AS A' SELF COMPACTING: MATERIAL - ITTIR31M CQ(9DF969VZ'i l[Waq C©s C GAn •gy1L L WNMTNC ENCMFIItS MAR ww& 6 AGE PVNNERS GPSCHECK CI([ • TRAFFIC SMNR A4g1f1ECIURN. 061CNER5 .yVNyETy(S %IOJECF MMIACEFS Tq. 1008) M-13400 OTR MEET 0 OTMEET PAC 45WI PT -0101 4 wUs 4 01501 mil fAP10A1GWE; NY BttIWVTON NJF �OGVI C! SIEMIN^ VACHECK p WNG K, RM OH WR Im R pN - YARMOUTHPORU MA. 1/17/96 SITUNK3 DWG- N 11=ff1_� '111=�111�� i E _IIID _TTIT-I_ILEI s 6" 5H-1I=I N i- .MIR - 0.AIN. M:N, �L MIN. — III I1 0 Nil -III I LII . —. Ili=_ti= —1 1=til _ _ _I_I - _ - = �l I I-IHI T� �lu_I 11 -i1h = I- �II _ —111=111=Tf7�1- I — —— 1I I I IJ 11-1 _TCI I L T(— ir C PRODUCT PIPE TRENCH DETAIL NOT TO SCALE T - poePODom� 60 DOUBLEWALL PIPING SPECIFICATIONS - 1/17/96APTVor SSE 30635 476 MAIN STREET YARMOLHPORT MA t/q/ec. DATE CDLE .NONE mwA'l95546TK3 f4 0