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N5JA � I I _L &V I I I - I I ,j)Qj I I I , I I I I I I , �, I I ,,P,NRS,' CONTACT N AM= 4�1~ R�PRESENTATNF, I I I ''I I '' I I I I , , , � 11 I , 11 I " " I 1� 1 I I RC � - I I I I I I I I I ) l � , I � I I I ,, 1� I �l- , " I, I � I �" "", "I" i", I I I I I I - I I I % � ,�ll I � I I I I , - :, �,'� k ,, I � I I 'QII! � , , , 1�l I!:,�', , x 23cam � K =am � I I I I I I I I I I a) AFTER TANK EXCAVATION HAS 0EEN COMPLETED TO PROPER S . nlt Hdl_� WILL, S E , , ' 1: 1, 1 " ��,%',,11, �,l ,: �Z,�',��, I , I I I -KAL INSTALLEI) IN A� ' I , �,l ��, ,�,,�� ""I , , I I I I LINED WITH A FIVER KRIC, MATF, C00AN4 WITH MANOFACT1,1REP$ � ,� , I I A. PrAM . 11 I I I c � fffa*AaLmw_="mQ=m , I E, I I , " �,�� -, ""L��l , I ,� ��i I I I I I � � -I ,�,:, ,,,�,�, , , I. V28'FIAMM, , I I I . RECOMMENDAIJON8, FILTER FABRIC �HALL CONFORM TO' THE FQ(LOWIW,� ,' I I I -�, I � 1,� ��: �'j I , - I I I 11 .1 , - I I I I . " , ' '�l I ,:�:�, I - )ID I - - 1, I 11 � ''I �l � I i ,e ,, t I,,1�� ,�,,� , I t qs , Q 11, 1, I I , I I I � � " �' � ,"�,,�, 116t _1151-Aw- I I '' ' 'I I I I I I I I , , 1 � I � I ��",,,I - ' � I I INSTALLATION OF NEW XERXES 00UOLE WALL FIBERGLASS UNDERGROUND I �L,A E f EY � I I STORAGE TMKS AT N AMMA~ FACILIfIES OR INTEREST!,,, , I � I OUPONT'"TYPAfr STYLE 3401 -I- 4 0� z� / �q, Yd. I I I I I I I I I � I I I I �, 1�I, 1 �"I"," I I 11, ," ,'I I I I I I I �� I 1,��,��l o) CONTRACTOR SHALL CONFORM WIrF4 'CONSTRUCTION SAFETY ORDEW, DIVISION OF o) CONTRACTOR TO PROVIDE TANK TEST MANIFOLD PER MANUFACTURER'$ INSTALLATION I 11 I I I I I I �;�,ll 1�'l , ", , THIS INCLUM EXCAVAflON PROCEDURES FOR THE TANK FXCAVATION, 130TH I I ' -1 I I I ) I 1, 1� I I � " �,� �,�,"�,�� � ' I I I I � � ," ,�, , INSTRUCTION$ AND THESE SPECIFICATIONS, �, ,, I I I I 11 I I ,I �l...�j WET AND DW( CONO�TIONS, 1ESDNO OF TFIE UNDERGROUND SIORAGE TANK!.; I �NDUSJRIAL SAFETY, CAUFORNIA CODE OF RCCULATIONS, TITLE 8, SU8CIW?T[P 4, 1 HIOE61SI "TREVIRA" STYLE '1114 - 4 oz, / Sq, Yd, I i I I I I I 1, I I,��11 I �, , I I I I I 1, ARTICLE 6, SECTION 1540 AND 1541 AND CAL 0,S,H,A, No, AB-1,50 (Of? FEDERAL � '. I � I I I- A , I I I I I I I� 11 1��' 1 AT DEUVERY, MD PROPER 8ACKFILUNG', PROCEDURES, 11 I 11 I I I I I I I '' I ,� :_�,; , , "�� 1 , - 111 SC I E E*NG iNIMLIM,,AT Atf-, JOINTS, I '' � �,:, ': 1 ;11 - I REOUIREMENTS AT STATIONS OUl'SME OF CALIFORNIA), RNISH AIR PRESSURE GAUf,E WITH A MAXIMUM F 1 , A., R b), FILTER-FABRK� SHALL 8� O�ERIAPPED 2* M FOLD' OVER At ,, I ,,�,`_I` I I I I I I I 11 I I I I � : ' ';� , , ,�,,�, ,"' �11,1'�� I , ,, 'REMENM . 1� I -TE - I 1, , � �," , , 1) ,OF 15 PSIG Wfl`H 1/4 OR 1/10 PSIG INC PRESSURC GAUGE TO RE IN 0000 TOP OF EXCAVArION WHEN BACKFILLING I S COMPLE ,� I I I ,� I " ��,,�� """'' �,, �',`,,,� 2� ,W��R& Mgj�,ffi I : I I I 1,1, . 'I, ,, , I I I I - I I � �� 11 � ' 'A, - - _QjjlU � ' w ,AYS I 11 I - I " , , ""� b) WORKERS, MAT[ftLS AND EQUIPMENT IN THE ,INITY OF qiE EXCAVATED AREAS I REPAJR, AND HAVE A CALIBRATION DATE WITHIN 30 0 , OF tISE. PRESSURE GAUGES I I I I I � , � , I , , " " I I 11 - I "" , I I �, �, , ",1 , I 100 I � � I �i ,� i � I " , 1,�, DA -T OF CALIBRATION WILL NOT BE PERMITTED, ,4, jkD I I � I I � , ,I �'_� � ,, � TANK TOP HARDWARE INSTALLATION (J--0,2 & J-0�2A), SUMP AND COLLAR (J-0,3) IN5TALLNnON, SHALL BE PROTECTED AT ALL TIM�S. FEN(ING OF OPEN EXCAVATION MAY BE REQUIRED, ,MACED OR OU I I I 11 I I � 11 " , "'�� , " I I I I I I , , ,I , I I I I I 11 I I I � I I I I �'l �"''I�,,�, ,� e,�,,, "i ,'�, TA A , REFER '10 SCOPE OF WORK OR LOCAL REGULATIONS, I I I I I �,� : , " ," ""I ll� ,�l J)' PIPING, AND GENERAL PETROLEUM SYSTEM SPECIFICATION$ AND S ND RDS I c) CONTRACTOR TO FURNISH A PRES55URE RELIEF VALW.', SET AT 6 PSIG, RELIEF VALVE I PRCIV0E A, MINIMUM OF I2" THICK PEA GRAVEL, 8FD AT I I I I I I I I I I "I �"I I I I - , I '' I ,,,� ARF CONTAINED IN OT�FR SCCTIONS OF THESE SPECIFICATION& I I � ,�1�" � , , 11 �, ,,, � I I I 11 � �' 2� � TO St IN (k0l) REPAIR, AND HAVE A CAUBRATION DATE WITHIN 30 DAYS OF USE, RELIEF BOTTOM "OF TANK HOLE� PEA GRAVEL OR �RIJSHED, ROCK BED MU$T BE, , I I � I�,,� ,� ,A',�'f ,jA&,F__,V I - � I I ,, AUL5 I I I I ''�� �1, 1� I -, , " , '' I I " I p VALVES DAMAGED OR OLIT OF CALIBRATION WILL, NOT BE PERMITIE[) I ND LEVEL TO RECENt TANK9. CAREFULLY PLAC�E TANKS , , ''I 1, " a vAssX.&IMU I I I I "I'', � �,, � �� �FHOSE WHICH NORMALLY CAN BE MADE VERTICAL FROM BED TO GRADE I I ON PEA ORAAL BM I I � I I � � �,,,, ,,i I � I ''I I I � I - I ,,, ,�� I I I I '' �1'11' 1,��1, 11 I I I 11 - I , I � 4 WIFHOUT USE OF SHORIN6, QR SHEET PILING, HOLE EXCAVATION MUST' BE 2, Mi I I "I'l, ,, 1 , �,,,, 11 I _lIN�__,QUlTqffi JAM I I �'l I I I I I I 1 , ,,,," I ,".�K1.��_LEI'DL-�)y Q i IT F�U I I I I I I I I I I I I I ,I I "I I �,,� � �",,"� LARGE ENOUGH FO ALLOW A MINIMUM OF 180 BETWEEN TANKS AND A I 1 5� ,,u6w�f . I " I I � I I I I � I, ', , , ,, :'', "' 0 MBERS OF' SKILLED WORKERS, WHO ARE THOROVOHLY TRAJNEG AND MINIMUM OF 18" FROM ENDIS AND SIDES OF TANKS TO TIOLE INALLS I o) CONNECT THE TEST MANIFOLD TO AN AVAILABLE PRIMARY TANK FITTING. CHECK TO' I I I - I I 11 , I I I ''I I I I � I �1��,,�l �' "'"' 'I I I I I ,z " I I I � , 11 , �,�,, ENSURE 1HAT ALL RFMAINING TANK FITTINGS ARE PROPERLY PQPFD, PLUGGEP AND I PLA(,'E TMKS IN HOLF' AND BACKFILL, W N6T AD ' P ' I I I ''I I 11 �, ) e, , 0 RODUCT Ok WATER TO % I I EXPERJENCED �N THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMIUAR WITH THE I , I I I ,l I - I I � I �l I I I �l"""" , , �R PERFO� 3, AM -,,.' I I TIG,HTENED, I I I THE I'ANK, ��UNLESS AUTHORiZEO, PY THF LOCAL ACENCIES ANO T14E � I I �l I I 1� I �'', I I I I I ,� I :1 , qhP __,WA SPE0FIED REQUIRFMENTS AND THE METHODS NEEDIED FOR PROPE MANCE OF THE ,�,Lj_5 I I 11 , , I I � - 1� I - I � � I 1 X A%V", 0.4~ ENG�NEER UNDER SPECIAL CIRCUMSMUS, I I � " ,,��, , , :1 TION, I , , I �1' � I 11 I " 11 I � , THOSE� SOILS 14AVING LESS THAN 750 L0, / % Fr, COFIESIoN AS b) OPEN IHE MONTIOR FITTING NOT CONNECTED TO THE HOSE QUICK DISCONNECT XAMOMM~ ENGiNtER SHALL-DEIERMINE THE METHoO To USE, , , 1, ," I , ,, ,,, I I 11 I : ''I 1 I , I� �k , b) ONLY MANU'FACTURER TR,NNED AND CERTIRED WORKERS MAY, INSTALL UNDERGROUND CALCULATED FROM AN UNCONFINED COMPRESSION IEST, OR $OIL'S WITH AN I I I I FITTING, I I I I I I I 11 I I I I I 11 I I I I I I ll'� I"'�,, ,,",�,�ll I I I I I . I I I - C"I � , ,,, , �,, Ili 6, ANCHORI I ,�_ ;, ,�_", �, STORAGE TANKS. OL,TIMATE BEARING CAPACITY OF LESS THAN 3,500 W, / SQ, Ff, OR ' -__09 I I . I -11 1,� �, - I 11 , - , "1 I I I I ,, I WHERE SOIL WILL NOT MAINTAIN VERTICAL WALLS, THE �,XCAVATIQN MU'5T C) PRESSURIZE THE PRIMARY TANK TO 5 PSiG, ADD OR REMOVE AIR AS NECESSARY AND I I - I I I I I I I I I , I 1 11,,�',11 I I I , ",��,�," I ,I "" I I ,,, � , � " I GH TO ALLOW MINIMOM OF 1/2 'niE TANY, DIAMETER FROM 11 I ALLOW STAPI[LIM CLOSE THE VALVE ON THE TEST A,l;Slr,m8l,.Y AND - o) TANK5 MUST bE ANCHOR0,I�NITH,DEAOMEN ANCRORS ON ALL, WET HQtF �NSTALLATIONS. I 11 11 ,,, :,,,',� , �',l I "'' " ,' 2, 5.AY_LfY.jM,N_,L141(l , I - I ' I I I I I ��, ,,,� �","'�,,,�,� ENDS AND SIDES OF TANKS TO HOLE WALLS, A OVAURED SOIL TESTING OISCONNEcr FRN THE AIR SOURC�, THE W06)HT OF BACKIFILL AROVE THE DEADMEN ON EACH SIM OF THE TANK TO WHICH THEY 11 � I "I'':, I I ,�� I �, 11", 1�,��, - �, - o) REVIEW CONFINED SPACE ENIRY PROCE(A)RES AND CAI, O,S,H,A, ANP FEI)ERAL tABORATORY CAN PROVIDE DATA AND RECOMMENnAmNs, I ARE'ANCHORE'D PROftE$ AWTIONAL HOLD DOWN FORCE REOUIRED TO PREVtNT FLOAT-OQf 1�,- I 11 I I ,� , � "I'll, " �1,1 I I 0,SJi,A, REGULATIONS FOR INORKERS ENTERING OPEN EXCAVARONS ON HOW THU, APPLY I I d) MONITOR THE R100 OF ONE HOUR, SOAP ALL FITTINGS AND UNDER THE MQ�T ADWERSE CON01flONS FOR TANKS OURIED A MINIMUM OF 5 FCBELOW YARD � I I' I �l �11 "I'll I I " � , "ll, TO THE PARTICULAR PROJECT, 4, 1 MANWAYS AND WA,rcH FOR ACTIVE AIR BUBMS THAT IN00TE A LEAK, I GRADL. INSTALLATION OF DEAMN SHALL BE PER DFAMFN ANCHOR DETAIL ON DWO� J-15A, J-162,01R, �` 6,2�, , , 1, _$jjQFj�4Q I 11 I � I I � � 11, I I I I I I I I I 11 11 , ,I �,� � I I 11 I 'I' , I 1,�I ��. "�:��,,,, NITATIVE W�Ll_ DETERMINE WHEN SHORING IS 3, iL5-TJ&C,kL-Z�QQI�MR)L�-C�Kl�E,RNA�Q I b) , CONCRETri SADDLE FORM OF AN�',HORING IS NOt APPROVFD AN D' SHAI.L ,NOT BF ACCEPTED I I ,�, � " � I b) PREPARE /V A02XM C41~ FACILITIES AND 51TE DEVELOPMENT - THE SHORING SYSTEM SHALL BE ENGINEERED RY A LICENSED -UAI K FOR ANY INSTALLATION, I 11 " I 11 I I I I I I I I I I 11 1,";�, I'�"��,,�'li SAFETY WORK F"LAN SUMMARY, &ND THOROUGHLY REVIEW THE PLAN WITH ALL ASSOCIATED REQUIRED. I I � I 1 li I I , I I I , � I A ENGINEER AND APPRO\4'D, (1) MAINTAIN PRESSURE ON THE PRIMARY TANK, PLUG ALL OPEN FITTINGS) ON THE I 11 , WITH THE WORK SCOPE, . BY X A%VA7$a~ REPRESENTAIFIVE, � I I I I 1� ''I ,�l I" ,, Al PERY11"S $HALL BE OBTAINED IF REQUIRED BY,LOCAL AGENCY. I �,'ZCONDARY TANK. 1 7, H(l f3AE5 11 � I I � I I I I I ,,,� '�li I 1,, I I I I I __ w_kQWtj_jL I �l I I I I - I I � - _ " �, C) PREPARE 7S AfaWrS CO~ FACIUTiES M, O SITE DEVELOPEMENT WORK I I I I I I ,: , 11 "� " �11 � ,�� 11 I - �, ,, ��l��, sli�-D Y I I I l� 11 , 1, I 11 11 b) CONNECT AIR HOSE FPOM rHE PRIMARY TANK TO THE SECONDARY, USE FII30CLASS HOLD DOWN STRAP$ WIM TURNQUCKLr'3 AS FURNI , L 6 " limill i I 11 PERMITS, COMPLY WITH ALL GUIDE LINES. m In&_=i:ll,,"lllll:I �J��wa I I I I , ill 5:111['01 I ,�� 'HALL BE 1,00ATE, ER I ,� I I �, I I I 1: : 11 � ' POINri � 6 p I I �� I I TANK MANUFACTUKR. DEADMEN MCHOR5 I I I 1,' ' I I � I I c) USE THE PRIMARY I'ANK AIR PRESSURE TO PRESSLIRIZC THE SECONDARY TANK TO 5 1 TANK MANUFAM)RER'S SPECIFICATIONS, FOR DETAILS, SEE DRAWING� J-6,, � I I 11 � � I � I ��ll,�I, 111 C. =KMANQUE-Raeghtsm liolt E,"QURLU I Pslf,-� DO-AgL.L§LNLACfAAdelck%)&Jg-ffgzsxnmjHL,CugbLvxj�ft I ALI. MATERIALS SHALL bE HOT-DIPPED GALVAN17ED, � I I I ''I "I I ,, I I '',' 1,1'� I ,?� �,_ a) MUST BE DEEP ENOU014 TO ALLOW A MINIMUM OF 12" BACKFILL BED OVER THE 14OLE I I I I I I 11�11 ",�, " � � 11�l il ' CONTRACTOR ACCEPTS FULL RESPONSIBILITf FOR PRQPER HANDLING AND I I , A 1, THE , 11 I I � , INSTALIA110N OF THE UNDERGROUND STORAGE TANKS AND SFL4.L INSURE DiAT GQQD 80TIOM, TANKS SHOULD HAVE,A MiNIMUM COVER DEPTH OF 5'- (f BELOW YARD GRADE I d) 06CONNECT THE AIR SUPPLY AND ALLOW THE AIR PRESSURE IN THE SFCONDARY TANK 8, B.AQUILIK I - I I 11 I I �l 1��','�,� I i WORKMANSHIP PRACTICES, AND CONS T-RUC,TION PROCFDI,)RCS APE FOLLOWED DURING THE WHICH INCLUOFS A e MINIMUM RrINFORCED CONCRETE, PAD, REFER To ORMING J-3 FOR TO STABILIZE, I I I I I I I 11 1111,11 HANDLING AND INSTALLATION OF THE TANKS, REGARDLFSS OF THE INCLUSION OR OMISSION CONCRETE SIAB DETAILS, I URE WILL BE THE SAME I,kS CUTUNE0 FOR A DRY HOLF I 1 2 1 , I 11 " � I I I , A I ' I I � I �_� ,� i I I e) MONITOR THE PRESSURE rOR A PERIOD OF ONE HOUR, SOAP ENTIRE EXIER11OR Of THE , INSTALtATION, I I I I ,�, :1 J, OF ANY APPLICABLE SUGGIESTION IN TFIFSE INSTRUCTIONS, ' I I I I � I � ' 'I'll I b) LOCAL ENGINEERING MANAGER CAN AUTliORIZE MiNIMUM TANK RURiAl. DEPT14 OF X-0 � TANK, ALL FITTING,S AND MANWAYS AND WATC14 FOR ACTIVE AIR BUBRES THAT INDWAIE A I I I I ' 'I I I I I � I I I I I � I I 1,� 1,I�, :1" I I , � I � I - , I I I I I I I I ," � ,� _AK, H, jNjfjjtj6kjf,)j.j2_AbKj_W , , I I I I I I 1, �, 2, UNKNOWN SffUATIONS OR CONDiTIONS NOT COVERED IN THESE INSTRUCTIONS AR� THE REFER TO MINIMUM TANK BURLAL DEP44 CALCULATION MOW, � LE 1, I 11 I� I I - I I � � I �, �l �, I " RESPONSIBILRY OF THE CONTPACTOR, MANUFACTURER'S SPE0ALIST5 ARE AVAIL,Aeftf FOR I I I I �,�,� ,A ' I I I I I I 11 ," , 2, MEY)ORED TO I I I I � , 1,� I �,i I I 1,�ll�� I ,"" CONSULTATION, THE PRESENCE OF A MANUFACTURER OR N ARXV= CA~ , ,P_AQ,_Pj,KN2%6 I F. AWALMulawffl-m-m I I� I FPE CLEARANCES FROM THE TOP 0 FITTING TO TANK BOTTOM MOT M' � I - ��I,;,kl * 2 REPRESENTAINE AT AN INS[ALLATK)N SIFE DOE NOT RELA-VE THE CONTRACTOR OF THIE I INSU EARANCES ARE, MAINTAJINIED FOR REMOTE PUMP, FILL TUBF, OR I I I,�','l ,, ,,� , "�, I I , RESPONSIBILITY'FOR PROPER INSTALLATK)N OF THE TANK, REINFORCED CONCRETE PAYING ML)$T FX101) AT LEAST V ON TO NATIVE 1, FOLLOfflNG PROCEDURE SHOULD GOVERN IF HOLE IS DRY AND HIGH WATEk TABLE IS ANY OTHER INTERNAL PIPING INSTALLEO, � I I I I � I 'I'," 11, �l,I , I I I I I I I � : , ,,, , A� - I I I I I I I I I � - �" ,�, I I� SOIL IN ALL DIRECTIONS AS A SINGLE SLAB. I NOT ANTICIPATED, IF FUTURE HICH WATER CONDITIONS ARE EXPECFED, INSTALLAMN ' � I � I I I I � I I I I 11 I ,,I�',,,l I I - I SHOULD BF MADE IN ACCORDANCE WITH WET HOLE PROCEDURE, THE X AVAXM A~ 1 2� THE PUMP AND'ATTACHED PIONG MUST BE FREFJO MOA� Win-I JHC TANK I I I I I'' I :� I,' ' �� ' I % 3, QUESTIONS REGARDING INSTALLAPON PROCEDURES OR TANK REPAIRS SHOOLD BE , - I I , , I I I I 11 I . , 11 1:''� �l�i I PENESrNTATIVE SHALL DETERMINE THE PROCEDURE (WET OR DRY) TO BE USED, I 1, I I I 1� 1 I I 11 DIRECTED TO X ARM7 0~ REPRESENTATIVE, 3- -""L'AVM-r4kN-�--ML�-X"AQ'M--$&L'�AL-Ir'�El�L'I I I I I � I I L I ' 'I I ,,,�," , 1, I _� L fAAALIM 11 "I I ,,,"�'i, I 11, 1" I I I I I I I � I I I I 11 I,, I I � ,f, 11. UNDERGROUND TANKS MUST 8F INSTALLED ACCORDING TO THESE INSIRLICTIONS AND I MINIMUM BURIAL 0E'prH TO FIN SH ORADE i:��i��ii��i�l�ii��i��,,,,,,,,��l�,�!��i��,��l�� A_u=_u&_x=f- 2, f LLT�Cltg-Ml�'--!R',,TAj,-�ALIQN-.-�-,-C&LittL.RLQV-LRE,D) � I I I I I I "�� I 1� I �, dllll� � I I`�I I I I , ,; I I I , I I'� GIVER TANK, R,:[' ) FIN194 GRADE, � DO NOf FILL -TANKS UNTIL RACKOLL IS TO TOP Or TANK, NEVER ADD PROT)Uc,T OR , � 1, I I I � ��, �,l NFPA 30 AND 30A, FEDERAL, STATE, AND LOCAL CODES MAY APPLY AND SHOULD BE, ML �� ALI... I o) AFTFR TANK EXCAVATION HAS BEEN COMPLETED TO I I I'' I e"ll l"l, CONSULTED, FAILURE TO FOLLOW THESE INSTRUCTIONS WILL VOID THE WARRANTY AND MAY TANK-WMIMMUM �EQUIR�WU 5L DEPTH 6 F'ROPER SIZE, THE HOLE WILL Br, WATE� FOR HOLL) DOWN IN DRY HOLE CON101TIONS' UNTIL 8ACKFILUNG)S,COM PLE TED, I I I I 1, 1, 1��,` RESULT IN TANK FAILURE, IT 6 IMPERAIVE TO READ, UNDERSI'AND, AND FOLLOW THE PROJECTS USING THESE STANDARDS, IN PRQJECTS WHERE GRADE,$ ARE LINED WITI-1 A FILTER FABRIC MATERIAL INSTALLED IN ACCORDANCE WITH MANUFACFURERS I I I I I I 11 I I I�,� � I I I I I I I I 1, 1 11 � :�l, 1�'�,, �,q, I EN000NS, FILTFR rAORIC SHALL, CONFORM TO THE FOLLOWING: W. I I I 11 11 � 11 I ,� '1� 11" INSTRUCTIONS BELOW, UNAVAILABLE AT TIME OF PERMITTING, THE CONTRACTOR SHALL BE RECOMM &="AwAlm&=9um I , I I I I I I I I " ,;", �, ", I , , 1 I I 11 ` �, , , ' ' � RESPONSIBLE FOR OBTAINING THESE GRADES IN THE FIELD AND I I " � , 'I, I ", MINIMUM RE TH CALCULATION, THE I I I I " � � I I I ,', I ; 11 I I 11 1� I I I ,� 5, UNDERGROLIND TANKS REOLARE THE BACKFILL MATERIAL TO PROVIDE TANK SUPPORT. COMPLEfING THE QUIRED BURIAL DEP DUPONT "r(PAW STYLE 3401 - 4 OZ, / Sq, Yd� A. XMIMLAIMMA."OW" ''I I I I , ,�I I I I THE, INSTALLIN(3, CONTRACT0 MUST rOLLOW EXACTLY THE CORRECT BED AND BACKFILL - TABLE �rLOW SHALL APPEAR ON ALL GENERAL PIPING PLANS, I I I I I I I I I ", I �, I I I ., " , 111�4I ' I 11 � I '' I 1; 1�1, ,� I I ' INSTA ONOERC 3ROUND STORAGE TANKS ' I 11 I 11 I I � PROCEDURE THAT FOLLOWS IN THESE INSTRUCTIONS, I HOE04ST "TREVIR9 STYLE 11 14, - 4 oz, / Sq, Yd, I 1, TANKS CAN 8E ADDED TO EXISTING LLAT)ONS� I 11 I I 11) - - I REOUIRE GOOD FOUNDATION SUPPORT FROM 5URROUNDINO SOIL AND ,ARE NOr SELF- I I 'I', ,� ,""I' 'I I I I I I 'll, � b) FILTER, FAMC SHAd BE OVERLAPPED 2' MINIMUM AT ALL JOINTS, FOLD OVER AT I SUPPORTING ON00 FUEL, OR OVEROURDEN LOADS, �F�NAL SELEMN OF M0iOD IS THE I 1: I � I, I ,I,,,�� L JKWU I I WININUM RVORED TANK OUR" OEM C&CMT*N I ' "ENrATIVF, 0EP00iNG ON ST spE I 10, I I I I I I ,1�1 �4 ", I I ,01_0 Of 7s A%W �PRES ,'I E ,' C F I i I �_ TOP OF EXCAVATION WHEN BACKFILLING 1!3 COMPLETE, I RESPON<, , a Ca~ RE 1 , , � "� I :,�; I- I � I 1 I 11 I I 11 ELEVAMN OF FURTHE5f PUMP I DITENSER A (f Q I CONDIT0145, , I 1, I I I I I I �I �.� I I'I, 11 x Pam-w"Jamm-401sm8wUm I I I I I 11 � I c) FILTER FABRIC LINER WILL BE PEOUiRED ONLY WHEN ACTUAL SOIL CONDITIONS I 11, l I , 1 . I " � ,'��"'1 I I I I - I I 1_� �, �, I , I I , � I : , I : �LCVATION OF FURTHEST TILMINE PIT LID s (ft) WARRANT, L005E, POORUY GRADED OR SILJY SAND SOIL. WILL NORVALLY REQUIRE FILTER 2 J�DUTQI _RVF�X PF fftD) � I I , I �;��,K I Y5 I I I _f, ,UL I I I � k ,", � �f MiK,-2-WIM�R I I I I I -IF I I I I , , I I I I� , , I I I I I I � FABRIr, T� , X AM= Cal~ REPPFSENTATIVE SHALL DETERMINE WHIEN LINER IS TO I I I�, , �, I I I I 1 . I I I I ' I I "I�,1,,,�� TAN I I I EKNCE (A -- 8) X 12 in / It I C (i n) BE INSTA,LLED, I 0) INSTALL rANKS IN SEPARATC HOLE WHICH IS A MINIMUM Of X FROM EDGE' Qr , I 11 'THE UNDERGROUND STORAGE TANKS TO BE USED ON ALL NEW K I I 1 : 1 I I I ELEVATION DIFF , I I,:1 , - � I I 11 I -11 ,� I I 11 ORIGINAL tANK INSTALLATION HOLE, UNDISTURBED SOIL BETWEEN NEW EXCAVArION AND I I I " �, 1.�''l INSTALLATIONS ALL FeERGLASS (FRP) STORAGE I` 11 I I � I I I , , ,:,I I'A I I � � I ORKANA� HOLE MUST eE MAJNTMED, KEEP SURFACE LOADS OFF EXiSrING TMKS, I ''I �':I" I I I I I I I 1 3 B I , 'E rANKS ARE 100% METHANOL AND ALCOHOL COMPATIBLE, I I I '- , D,(f 0 I M , : I TANKS, STORAC, I, I ILENG114 OF LONGEST PIPING RUN I 11 11 �, I I�',I'� I I- I I I I I I 11 I � I 1, I I � I �, , THE' INTER,'5flCr, BETWEEN THE PRIMARY AND SECONDARY TANK IS DRY I � I I I - I I I I � - ,� I I . � I"e,�� ' ' , I I I I MINIMOM REQUIRED PRODUCT UNE FALL I PROVIDE A WMW IM OF 12� THICK PEA GRAVEL BED AT I b) IF THE UNDISTURBED SOIL DEPWEEN THE TANK EXCAVATIONS CANNOr BE MAJJNTAIN[D, I I I "�� MONI[ORED, SEE MONITOR SPECIFICAfiON FOR DETAILS, 1 11 - I � � I 1 I , I 11 � I I I I D x 0 25 in / ft - MINIMUM PRODUCT LINE FALL E (in) I - I BOTTOM OF TANK HCII-E PEA GRAVEL OR CRU%IED�ROCK BED MUST BE ALTERNATE BURIAL 40HOD MUST BE USED I , I I ,�,��,'I � I I I I I I , I I I ' I I I I I "I�I I,'�", " I I I I I I I I - � 2� i -.2.W1605 ''I I � , '1� 11 11 I I GRADED SMOOTH AND LNEL TO RECEI'VE TANKS, CAREFULLY Ptxf rANKs' I I I I I I I I - I I 1� , 11 z I�,��',,�, I �1�1'11 I I I I 11 I � MIN11MUM BURIAL AT' PUMP ISL�ND 24 in F (in) I ON PFA GRAVEL, I � 3, Y f 2 111, I "I I I - I DUR .A-,�.AK.,,.Li,Q�L,,kALTL�M,j,.) , , , , I , I I � , I � I I I I I I I ,, I I I ' I I I I ,:, ,, �l,I �I 11 I I , - 600 CALLON TANK 1,000 CALLON T,ANK I 11 I PIPING ELEVATION LOSS AT TURBINE 18 in, G (in) 1 4, Kf]l iNg I I o) LOWER PROOLIC,T LEVEL IN EXISTING TANKS TO'LISS rHAN 1/4 TANK CAPACITY, I I , I, , � � I �ML Lj I I I I I I I �11 �l 4',-I" DIAMETER BY 'P-3 1(2' LC)NG 4'--1" DiAMEIER OY I V-7 1/2" LONO I I __-- __--I..--.-- I I - I I I 1, I I I " 11 , I "'� ' I � I I ", ,�, I I - I 11 I I , I I b) REMOVE' SURFACE PAD, IF ONE EXISTS, TO LOWER BACKFILL, I I I I - I � , "�I 900 PQUNDS (APPR( Y) 1,200 POUND$ (APPROXIMATELY) "I I I I MINIMUM REQUIRED TANK BURIAL DEPT'll ( E + F + G ) C; I I - I I �'l ,,I - (i I I I , I I'll, I I I ,I I I I , I I � I Q) iiuiii&oouA-klxuucLticaffAt&i,&&E&M-Q*-BCULDui-tzk-�AM c 'AVM AS MUCH Rk*' : I I "I I I 1, ",� I I I I I I ) EXOAVAIE FOR NEW TANK$, LL ILL AS P0$SIW AROUND , I I I , , " 1, I I I I i I I � " " 10,000 GALLON TANK 12,000 CALLON TANK I I . _L(fltl)) I -1 11 " , "I il" I EYiSTINO, T'ANKS, I I I I I , " % 10'-,4" DIAMETF�R BY 21'-5 1/4" LONG I 0'-,-4" DIAMETER BY 24'-O 1/4" LON6 I I ' I I I I I I I I I, ',1�1� ' b) USE EXTREME CARF IN BACKH(UNG BENEATH TANK BOTTOM TO PROVIDE A SOLID I I I I I i � �11 I , , I , 4,170 POUNDS (APPROXIMATELY) 4,q,50 POUNDS (APPROXIMATELY) I I VOID& A 'WOODEN BOARD OR �)IMILAR DL�ICE SHALL BE U,sw 10 Rc)D (1) DURING INSTALLATION, EXIST14C, TM�S MOST NOT BE, ALLOWE0 to MCIVE� sl I IORING I 1, I I-", " " I �l " , ,� , 1� , , I I - I I I cl 16mix= I I THE BACKALL UNQ�R THE TANK, PEA ORAVEA. OR CRUSHED ROCK W��t, NOT FLOW INTO THIS ,�_ MAY BE REQUIRED TO RETAIN BACKFILL. I I � ,: , " � I I __ I I ' 15,000 GALLON TANK 20,000 CALLON TANK ' I .1 i I I -1 ROD, I'.,, � _"�__,;_ - I I � ,�,:i I I I I ,� I I� INSTALLATION CHECK 45j I I , "" , RIBED� EARLIER IN THESE INSTRUCTION$, LEAVING A I I' 'I, , " � l-_=_-1_----I---,- ' A I - I I 'Y N&TATAW&A'41A. 8T7 I NI, TAI L N 10'-4' NAMETER BY �)9' 5 3/4" L(;. I W-4 D�AMETER BY 37'--8 ,3/4" LG, , I I _L I c) AW'_F I A 1. ,'I- e , , N I 1-1 1 I I �l 8,210 POUNDS (APPROXIMATELY) I � I IN�MUM OF, I$" BETWErN CW TANkS ANO FXISTINo TAN�S. ) ;,, :,, I 1 6,1 10 POUNDS (APPROXIMATELY) . I N"')'T A L L I�,I G CONTRACTOR' TO COMPLETE MANUFACTURER IN'STALLATIGN � I I I 11 I I I",, I I , I � I I ", , I I" I �)ubNhjT To 7$AMZM ea~ Wil"H OTHER , PROJECT d) BACKRIl TO TOP OF TANK PRIOR TO INSTALLING TANK TOP HARDWARE, SUMPS, AND I I I , 11 1 � CHECKLIST AND I I I " I I I i � - ''I 3 a ma-MALA00jimma I I I DOCUMENTATION, I I I I I PiPING� . I- . IL axwown-u 11 I I I I I'll,�,,�� I I I� I I ' I I �, I �: :,,I I 1 2, 1 � I I ,I e) UPON COMPLETION OF INSTALLATION AND TESTING OF TANK TOP HARDWARE, sUMP, N41) "I 1, -APELLM-05 I I I . I I I I I I I,,,,- I �L[EJLNQ ` �, , , ,J� � ,p i I I 1, I I I I , I, FLA-0MAl I I .__EANK,,. I I PIIP�NG, COMPLETE BACKFILLING WITH FFA CRAVEL TO WITH�N APPROX, ,,- I I I I I �,`;� I ,�- I I I I ,, I ' I I US E INSTALLATION L-IFT LUG(S) TO LIFT' TANK, LAROER TANKS RAV�, I I 1/1" OF CONCRETE %A13 $UB-CRADF ELEVATION, TANK GRADE SMOOTH, SEE ALTFRNATE -.-,--- _-_ SOME LOCAL JURISDICTIONS MAY ALLOW HYDROCARN)IN CONTAMINATEQ SOIL , 11 I I I !111 , I ' I I I ,,, �� fj) MIX OF ROUNDED PARTICLES MUST HAVE A MINIMUM DIAMETER OF I/T AND A MAXIMUM , I TMW -T(,)P BACKOLL PROCEDURE FOR US OF CONTAMINAIED SOIL 10 BE DiSPOSEO OF ON SIM WITH 501-H, LOCAL ,AGENCY AND /0 AMAW c4iow � 1,� MIJILTIPLE L,IFT [A)GS, ALL MUST bE USED. GUIDE rHE rMKS W(TH I I I I 11 DIAMETER OF 31,f, NO MORE T��N 5% OF THE BACKFILL SHALL PASS fliROQGH A No� 8 SIEVE, I I APPROVAL, THE TANK TOP MAY USE CONTAMINATED SOIL � AS OVERBURDEN, I I I 1 1 1, If 1, 1� it '' ;jj,!A4tf*%.&qQVtjQ �j I TANKS ,, I I I 11 - � I _ A"F F I � I ''I I I �11 11 � GUIDELINES, ?, I I I 1,�, � I ,,� t � C F ()qT i GR) I -FLF FADiNG AND R,EK)Rf ANY MEASUREYENIS OUT OF 1, , I I X"2tll" "� 't f) TAKE THE FINAL TANK D� ,CTION R I I I I I � � HAVE TO 8C MOVED !th!!jj N ,�M f UND, FREE, OF' I I I I "" "it , � FORE , K, ARA ITY OF LIFT11`6 TO[ERANCI TO THE XPAtVftWC0~ REPRESENTATIVE, I I I I I ''I 1�, 1, b) STAI'MARD SIZES OF COARSE AGGREGAIES PER ASTM D--448, ASTM C-33 AND AASH10 M 43, ,16,1 OBJECT,> AND RE CH G 0 1 1 2� _�C31CN-_QE I I I 1 � I � EQUIPMFNT MUST BE CHECK BEFORE M01ING TANKS, I I I dl� I ,&-Q,g�M-tL4,A-�!Ljl�,�'��,0,!L&E-LL I I I �,' � ,1111", I I � I I . I I I I , ,:,A, I I (� AGIAMOL2802201--jaiw I I � I I I , I I I��I I ," ll�� , 1" I I I '� , I � ALL CONrAMINATFD SOIL, CEIJ, DE ,IGNS TO, BC'APPROVED BY I$AW,PX", Ca~ , I I � ,t� 11 % I �� 31 "ti(KK I " , I �� -L_ LIAM.5, I I I 1, � �f I FOLLOWING PROCEGURE SHALL APPLY WHERE WATER TABLE 15 16 Ft, OR LESS PEPRESENTATIVE, THE DESIGNS WILL BE SITE SPECIFIC , ANO MAY CONTAIN I I I , � I'll I � � I � I ", I I � 11 ,", I I 1� I I�� 1 , I BELOW THE SURFACC OR WHEPE A FUTVRE WATER. CONDFRON IS ANTICIPATED, SOIL RE,4F_DIATK)N PIPING, I 11 I L I I ,� ,,'' , : 1:3, AM,XfAT_7 C87 I I I I I 11 �,�"i� DROPPED, ROLLED, OR IMPACIED � '' 'A -1" I . CHOCK mE TANKS I I I I I I I � I 11 1, � ,�,`,�, SIEVE WE - I I UNTIL REALTY FOR INSTALLANON AND fIE THEM 0QWN IF HIGH, WINDS AR� � I I I I I - I I 11 I � I �� ': �11 ", I ' B ,� 1,�, 6 1 67 1 1 7 EXPECTED, USE MINiMUM OF 1/20 DIAMEIIER'NYLON OR HEMP ROPE OVER 1, ,�,X!�'�Al��f&)N 1 3, _NJ M&L .iQLL-,�,',L!L,f,�-N$-t�t,L,l�(A.-ER-Q�, ,LIRK I � I "' I _ __ , ��D !�J M-5 I I I I� "1, ' ' I I I I I I I I I I � 11 I I I I I ,�� I I I�0 I INCH 100% 10070 N/A EACH [ANK AND TIE TO WOODEN STAKES Or ADEOLIATE SIZE, 10 PRE'VFNT � I I -,�," , ,�j ' I I " , ,� I EXCAVAflON TO PROCEED AS TO AVOID CAVING DUE TO UNSTABLE $OIL o), RACKFILL TANKS PER INSTALLAMN SPECIFICATIONS 'TO A LEVEL 18', (MINIMUM) I I I I", 1� ��,I�l J!� 3/4 INCH 90 TO 1007. 1 0001 TANKS FROM BEING MOVED BY H�OH WINDS� I I I I ,,, I I I I I I I �, " 'I,I �1� 31 I CAUSED BY HIGH WATER TABtFS, EXCAIATION TO FOLLOW ONE OF THE AGOVE THE TANK TOP, ' I 'I', I I'��, �� I ,;,�� I '' 1/2 INCH 11 N/A 1 90 TO 100% I I FOLLOWING PROCEDURES, � I I I 11 I I I I I 11 I 1�1, ��", ,'', "I I I 11 I I 1 ", 1 1,k�' I I , I 1, � "I'll, I I 0. 'ESASUAMR-mom I � I I I - I I I b) tNSTALL FILTER FABRIC OVER TOP OF PEA, GRAVEL, TO PREVENT I " I I I � 1� I i ,5/8 �NCH 0 TO 159 20 To 15 5 11po 40 TO 70%, 1 . ' � I - ,,, � I I I I I I - , ", 1�11' � N o, 4 0 ro 570 0 TO 10% 0 TO 159 1, AN 0 TEST SHALL BE PERFORMED BY THC INSTALLING (ONTRACTOR AT 11ME (IF TANK I a) SLOPE SME WALLS A MINIMUM OF 1/2 TO I HORIZONTAL TO VFIRTICAL., MIGRATION OF CONTAMINATED SOIL, INTO CLCAN BACKFILL MATERIAL, FlLr0 FABRIC 1, I I �/ " I � 1," I : ,, , �,,�, I . I " I, 1, , I '' I " , � ,,�,� , I DELIVERY AND PRIQR TO SETONG, OF TANK, IN 'THE POMNCE QF A X APX40S aVOW� I I MAHERIAL TO BE INSTALLE0 PE,R MANUFACRARER"S RECOMMENDATIONs, rum MRIC SHALL I , " I , 1'� I I I I , ,1� ,� , ,�, 1/8 lw�l N/A N/A N/A REPRESENTATIVE. I I I I b) FOLLOW UNSTABLE SOIL EXCAVAPON PROCEDQRE, CONFORM TO THE FOLLOffll`IG� 11 I I I 11 I � I'll I I I I 1'� I, I ��l No, 8 N/A O' TO 59 0 TO 55% 1 1 1 1 1 1 1 1 1 1 1 1 1 � I I I I I 11 , 1, I I I I ��, ,,,A, - I I ":", f, I I I I I ,� A L�� --I J_._____-�.�,;;�JI I I I I -$q' Yd I I I I I I 1 , � 1, � � I I c) INF),rALL ENCINEERED '54,10RING SYSTEM TO PROTECT STRUCTURES, SITE iMPROVEMIENTS, I ()UPONT `TYPW $FY�� 3401 - 4, o4.- / � �� I I I � " , ��,�,, , � , I 1 2, TANKS WILL ARRIVE ON SITE WILL 1Y' H9 VACLA)M ON T11 INT�RSTIC[ INTRODUCED I I I I ADJACENT PROPERTIES, AND PUBLIC RICHT OF WXfS, , I I I , I 11 I I I I I I 11 1'� I I � I :1,I"11, 11'-,,I I Af THF FACTORY, BY THE MANUFACTQRER,� IF' VACUUM LOSS IS DEjECTED,, CoNTACT, I� I ' I I I I � I� I 11 �11. I I � I I , 11 1� I I I I I I HO�CHST "TREVIR,�' SME 11 14 '- 4 oz, / S% Yd: I I I I , - ,'' 11, ,�,��'';,�� I 1 7s A03%M C4WW AND TANK MANUFACTURER IMMEDATELY, 11 I 1, 11 I I I I I " 11 I �, I I I I 11 I ,�,�,,,,,,,, I I I I I I I � 11 I 11 I - I 11 , , - , I 11 . I 1 2, 1 1 ", I I I ,��, I 1 ,,� I 11 � I I A'AlfRAUAl I ' � I I "I 1 11: 11 1 � 11 - I I I 11 I VERLArIPF,b 2' 'YINI,MUM AT ALL JOINTS� FO[T) OVER AT I I I I 1 � .1 I � I'll I'' ��,� A " I I I c) FILTER FABRIC %iALL BE,' 0 1 1 � I '' � - ., , I I I - � I � �, 11 I I 1 a) WATER LEVEL SHOULD BE MAINTAINED AT THE LOWEST PRACTICAL LEVEL DURIN6 TOP OF EXCAVATION WHEN BACKFILLINq S COMPLEIE, , l 11 /, 11 I , " k", � I , I � I � I I I I I I I I ,I I I 11 I 11 I ''I I I ,�I A, I I I I INSTALLATION, I I I I I I I - I , I I � � ',j,,, ",�1, I I I I I , I " I I I I ,,� I 11 ,��,, �,�, ,,� I I I I '110, � , I I ,,11 11, I I I - I - ,� d) CONTAMINAfED SOIL TO BE PLAM AND COMPA00 TQ 1)07, RE(ATrVE COMPAC 11 I ��I,� ,?� 1, ,,, , I I I I I 11 - ��,_�i� I I I b) METHOD OF' DE-4,VERING TO BE DETERYINFID QY I X A?4UV Ca~ I ALL WORK To 6E, COMPLEfED UND�R THE, SQPEWI%N Or A SO�(8 EN�INEER� A ,�l � I ,,,, , I I I I I - I , � "_, �' I I I I I I I - I I I I I I I I I I I I � , , 1, 1� I I "I ll� 11 , ,I - 1, . I I I 11 � "I 11 , I I "I"t'll �� ",", :,�i I REPRESENTAIrVE . COMPACTION,REPORT IS tO, �t PROVIDEO' �' I 1� ,0 I I I I I I � I I �� 1, ,� ,�, I I I : I � I, ", , , I I I � 1, I 11 I I I I I 11 ' 'I I I I I . 11 I I� I I I � 11 ,,�� I I 1 I I�", ,, I,,,, �,�� I I I I � I ' I I I I I ' I I I I I I I 1,� ;,, I I,,�,I A, � -1 , I I ,,, ,, I 1, I I T PIPING, ,ANO �LFXTRIM CONDUITS, SHALL I ',;"�:", � I I I 11 I I 11 I I I I I I I I c) rHE HOLE BOFTOM SHOULD QE LEVEL, FREE OFIROCKS AND DEBRIS, I � I I el) Tk4K SUMPS, PRODQCf, VAPOR AND ,VEN I I I � ,�I �I lll�', � ',� , I I I I I I NOF ,BE BACKHLLED WITH CONrAMINATED S,OIL, QkY' SPECIFIEO' CLCAN BACKALL � I I 11 ��, �,�", "', �,',,�,,�t, 11 � I I I I I I I I I I I ,,�', i� I " I I I I I I I MATERIAL MAY BE USED. I I I "I 11 , I , I I 11, 11 I I I I - I �l I I , 11 I I "�'",' , I �,,��,,, I� I I , I I . I I � I I � � � "�", ,� I I I I ", I I . 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