INSTALL_1999 TANK TOP UPGRADE PLAN

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rl x' .. - Notes Q4. PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE SEALING 8. - PREFABRICATED ASSEMBLIES: A,CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH 13. - U.G. CONDUIT! ALL U.G. CONDUIT TO TANKS SHALL BE RIGID STEEL GALVANIZED RSG)) X9`7 Sheet Notes , BOOT IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER PREFABRICATION ASSEMBLY, CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS SCHEDULE 40. PVC CONDUIT MAY BE SUBSTITUTED FOR RIGID GALVANIZED EXCE�T F(NAL 24�i a � TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY BEEN INSPECTED MEETING THE REQUIREMENT OF THE CODE. TO ANY LOCATION. PVC CONDUIT MINIMUM BURY DEPTH IS 24" PERCODE. V7 1. - SUMP PIPING PENETRATIONS: UPIPING TO THE SUMP MONITOR SENSOR. 14. - RISER GROUNDING: RISER GROUNDING: ALL RISERS IN THE FILL SUMP AND THE ANNULAR SUMP PIPING PENETRATIONS SHALL BE MADE USING BULK HEAD FITTINGS "1ZPIPING PENETRATIONS: ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER 9. - TANK STABILITY: TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION. I Z (( ENVIRON"). ELECTRICAL PENETRATIONS SHALL BE MADE �, ` OF THE SUMP TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS SPACE RISER SHALL BE GROUNDED AND BONDED PER DETAIL #4 ON DWG. TK4-2. - 2 O�ITH APPROPRIATE WATER TIGHT COMPRESSION FIRINGS WITH SEAL-OFFS. L� G AND RESULTANT WATER TIGHTNESS. ALL PIPING. CONDUIT AND GROUNDS THAT PENETRATE 10. - DROP TUBE CRITICAL DIMENSION: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. -15. - ANNULAR SPACE LOCATION: FOR A 10,000 GALLON 8' DIAMETER TANK, THE ANNULAR O I + '1 THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY . CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED SPACE RISER IS LOCATED ON THE FILL SIDE AS SHOWN. z (LE. ENVIRON). r FOR EXPENSE TO CORRECT INCONSISTENCIES. . � ZO � TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS 2. - SIPHON PIPING: mJ THE HEIGHT OF PENETRATIONS INTO SUMP FOR SIPHON PIPING VARY BETWEEN TANK ARE WATERTIGHT. THE OWNER'S ENGINEER MUST SIGN OFAID. THIS TESTING ON THE TANK ii, - METHANOL COMPATIBILITY. FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY 16. - TOP OF TANK ELEVATION: TO CALCULATE TOP OF TANK ELEVATION. START WITH 18" MINIMUM C SEE DETAILS #8, #7 & #8 ON DWG. TK3-2 FOR TANK SIPHON PIPING DETAILS. INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. ACCESSIBLE COMPONENTS WHICH ARE NOT. METHANOL COMPATIBLE FOR THE IMMEDIATE DEPTH OF VAPOR RECOVERY LINE AT THE FARTHEST DISPENSER AND SLOPE 1 4" PER. FOOT Y C7 6. - FILL AND VAPOR CAP HEIGHT TO GRADE: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED T0. INTENDED SERVICE SHALL BE RETROFITTED INTO THE STORAGE SYSTEM. MAXIMUM TO 1/16 PER FOOT MINIMUM. ADD 12" AT THE TANK. ADD 13" (FOR 3" PIPE). 3. - TANK(S): SHALL BE UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ON THE CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED FOR OR 8. (FOR 2 ) FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90' OR 45 . . SET TANKS 6" O SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND EXPENSE TO CORRECT INCONSISTENCIES. 12. - MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH DEEPER THAN CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS �` A 1-1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THAN 4'-0" CALL LATEDEA GRADE OR DEEPER O EVEN-0" BELOW FINISHED GRADE. SEE � N . � O O SHALL C DOUBLE WALL XERXE TANKS OF FIBERGLASS REINFORCED PLASTIC (FRP) AS c 0 MANUFACTURED BY DANCE CORPORATION. INSTALLATION OF TANKS AND PIPING 7. - TURBINE SUMP SENSOR: SEE SHEET E PRO DETAIL E FOR LIQUID SENSOR DETAILS. SENSOR TO SEE SECTION A ON DWG. TK TANK THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN - C SHALL BE IN ACCORDANCE WITH SPECIFICATION 13800 LATEST EDITION AS PROVIDED BE MOUNTED AT SIDE OF TANKWHEREPRODUCT PENETRATION INTO SUMP IS MADE AND BELOW OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/41, C 0. •- O BY ARCO PETROLEUM PRODUCTS COMPANY, AND MANUFACTURER'S INSTRUCTIONS. LOWEST PENETRATION FITTING WITHIN SUMP AREA. - - PER FOOT SHALL BE REPORTED 70 OWNER'S ENGINEER. n•t p Q - U TANK LEVEL GAUGE INACTIVE SIPHON �V U Qd D (/7 (IF INSTALLED) SLOPE AS SHOWN ON NOTE TO CONTRACTOR: C C O DETAIL #10 ON DWG. TK3-2 CONTRACTQR SHALL VERIFY RISER SPACING IN W O 8'. a" FIELD, WHERE REQUIRED, CONTRACTOR SHALL 0 O W Z YI 12 0 GQ ON B 20 - - PROVIDE AND INSTALL 45, ELBOW AND ASSOCIATED 0. 0 4 16 / 1/2" 21 DUCT 4"+ PIPE FITTINGS TO BRING THE VAPOR . RECOVERY '� 11.1 N TK3-1 RISERS TO THE PROPER SPACING. FILL AND VAPOR `) c r o I la EE NOTE Rt F. V W v w EE NOTE ' J� RECOVERY RISERS MUST BE SPACED AS NOTED TO �' •*•' Ct' I IPE NO g & 22 I I ALIGN WITH SPILL CONTAINMENT MANWAY. c Q C C T 3 S LUL ala ig ILL ADAP R SUMP M I RING 2' . VENT 2 0 Cd 0;Z aI CAP IN LIQUID N R 18 to / 0 C V 4XC3 AINMENT IL BOX SEE NO 2" PIPE PLUG IN 4"X2"j Ow ABEL L 5 I •) 71 10 DOUBLE TAPPED BUSHING(TYPICAL W/INACTIVE SIPHON) °-(IF INSTA ) z O O �l/Z (D - t1 ® p NEW NION1213 0 OISCR' CK STEE 0OD N H' � ALL HOLE AC COVERS END TANK CONNECTION FOR SIPHON o CTO W GRADE LL BEPIPE C SYSTEM SHOWN HERE. SEE DETAILS REC Y ADAPTS 6 LIQ IGHT AND KABLE NO TIGH LY #6 AND #7 ON DWG. TKJ-2 FOR TURBINEPILL N INMENT NEW " UNION PICAL I CTIVE SI H N) AND PASSIVE SIDE CONNECTIONS - q FILL 0 . (TYP.) SCR' CK STE SEE DETAILS #8 & #9 ON DWG. TK3-2L- H" FROM FOR MIDDLE TANK SIPHON CONNECTIONS. Q d 8" ACC PORT \/ v n Y iTTIb 1; Cd TK3-1 22 SEK TE #11Cd - T TO SCAIR: Lr C 16" SEE CONTRACTORS NOTE, THIS SHEET 6 4" PVC THREADED �' (TMP.) 8q 2 PIPE CAP C. (2) 1/2' CABLE GRIP 12 SEE NOTE #6 (TYp,) 1-1/2" MIN. CROW (TYR.) 26" I.D. 4 12 37 $EA 4-i/2" TO 6" TYPICAL ALL OPENINGS (TYP.) SET AT 8" MIN A.C. PAVING / S SUPPLIED ( ) 12" MAX; W SENSOR 4 SEE NOTE #12 _ -a;- -i- -:*- -d" • - -- - --�•- - - -- it - _•_ - - . . • _- .. I . 3" MIN. O SEAL OFF I 2.v*rte; •• .ti,v: " SEE NOTE #1 23 v�..yw} ;•a1L:•.;r.� PEA GRAVEL 3 4" COND. I 5 GALLON SPILL SEAL OFF J-BOX - yk I� EOR TO SUMMP CONTAINER WITH -J-BOX 3 MIN. 3 4" CONDUIT (SEE NOTE p'13) I IN LINE DRAIN I PEA GRAVEL / 4" BLACK STEEL I 4" BLACK STEEL - (SEE NOTE #13) " 11 20 m z �R RISER PRIMED AND I RISER (SEE NOTE #14) 23 23 0 WRAPPED TO GRADE 3 4" CONDUIT 23 I - (SEE NOTE #15) i 6 3" PVC PIPE OPEN --_--- SIPHON PIPING * (A L OP BETWEEN - AT BOTTOM ----- SEE NOTE #2 cd a, Z I TANKS INSTALLED LNG 4" x' 12' L BLACK STEEL SEE NOTES RISER W/ PIPE CAP I #4 & #5 21 13 (W/ PULL STRING) I 2 TURBINE CONTAINMENT AND FILL SIDE SUMPS SEE NOTE #14 2 2" VENT & V.R. PIPING o i (SEE NOTE #13) I (FURNISHED BY TANK MANE.) FIELD BOND TO ( ) ---- (TMP• 2) $ 23 3 ON COLLARS.DWG. K31FOR CURB N STANSEE DETAILS #1 & DC ARDS 3 10 ADAPTER 2 2" BELL x MALE o > 14" ••F• /iii'.,.. I t" I `�� i•: �:. �, Z � Q� . 00 SEE NOTE #1 \\�\ NOTE:22 THIS VIEW (L ELL NOT SHOWNSPECTION O ,? C - / 17 SUMP MONITOR 18 U O LIQUID SCd ENSOR I BACK FILL N N ' ' ~ -I SEE NOTE #7 • •.•' , CL z C SEE NOTE #3 I PEA GRAVEL/ \ t. _ Q �. CRUSHED ROCK \\ ^` O 0 C AS PER TANK \\\ w - W m O MANE. SPECS. cr\ - a INDICATES ANCHOR I 1 2 3 1 5 6 7 8 9 10 11 12 Ij 15 16 (TYP.) �� a LCLO � (WHEN REQUIRED) I - - - ISTRAP LOCATION III - III .2 II �� U I I o I I I I I I I I � UL� Q O a I1 I�� I III I I I I (L co ,N— LL u \ I I III I 19 TANK LEAK , 12"x12"xt/4" STEEL /% Y \ DETECTOR I 45 PROTECTION PLATE-TYP. ALL I // / - 0 N V \ \\ I LIQUID SENSOR OPENINGS ON // / r1 N _ w »;• \ \\ I FIBERGLASS TANK 2" BLACK STEEL i j/ - z W +: o x Q `x \ BY TANK MANUS Pi \ �` I ( ) - IHON PIPE 5-lZj2j !� I'l zt Qis Z o OO tbU 1. - C�1 ill ?„ ._ co 000ei PEA ' p' • " SEE NOTE #10 TANK SHALL BE SET DEAD LEVEL 9 PER SCREEN (TYP.) .:,'o-o-. "•¢� oI ROCK GRAVE L/ CRUSHED J 00 m 3 a• ;,'' a•„p' b, :3T� '• r• OR SLOPED 1” MAX. TO ANNULAR SPACE SENSOR - * cp o . Elm Wvm WE= Mma ° o9 -�iR $ 2'-0" MIN. ,TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER END OF TANKCL EXCAVATION - - EXCAVATION NLY meati rebase. to w ONLY - >.., _ - _ NO. ARCO PRODUCTS COMIRANY MASTER REVISIONS ce . . w i NO. DATE FIEV1810N8 PROJECT FHPASE Pro axe, drawn by O , BMFOR 6/21/3,) V. a?lait/facity_ Z 5450 Underground Tank Section - w q COQ. a' Z d»et /fie - f�EABE w _ _ NOT 70 SCALE: SEE NOTE #3 Ag=gl,�7 �( x TK-2 ; Of u AR944/5450/5450TK2,DWG 'I .T.aa.T..,. . . ...:n..e.. .. a .. .. . k ..,. ..'.. . i'.h, ...r,. .'r..i c. . . . :,.v .../ a ..,_t.:...5.... . . ..n.. .v>.._