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1 2 ' 3 4 I 5 6 7 PRESSURIZED LINE LEAK DETECTOR EXTERNAL SIPHON CHECK VALVE 36' MULIIPORI MANHOLE SUMP SHIELD Mow+*AT TIC M IT 1. FULL SYSTEMS PREC151ON TANK AND LINE TESTING VEEDER-ROOT RD TURBINE 3 WAY SERVICE BALL VALVE VEEVER1ATIOM 543W NG STANDARD TURBINE PUMP HYDROSTATIC MONITORING W!LIQUID-TIGHT FILL BOX— vEEOEre-a„ror Msa>em-394 10 BE ARRANGED BY CONTRACTOR(NOTIFY D7 VEEDER-ROOT "T94380-304 DRAM HANDLE ACTIVATOR FOR FIVE CONTRACTOR'S REPRESENTATIVE Z WEEKS IN DUAL WEATERPROOF JUNCTION TZ rJ 4' TOP SEAL ADAPTOR ADVANCE). ^ BOXRESB/ CORD GRIP WIRING .09 FOR PIPING NGS Al AND DI AND CAP LL GAL. MIN, FILL BUCKET 1 DISPENSER SUMP / TURBINE $UMP$ ARE i0 BE LIQUID SEN$IWG PROBE 1 VENT LINE PI 3" S UTfO SECONDARY PIPING N 4'NIPPLE 2s SLOPE CONCRETE DOWN I I/1' WATER TESTER AS FOLLOWS: DOUBLE WALL SUMP = L' FROM MANHOLES,TYP A. FILL WATER TO RIM. INTERSTITIAL TERMINATION PEA GRAVEL r�+' 00051_9 WALL aurin B. SPRAY PAINT TOP OF WATER. A c INC.ENETRATION BOOT _�iANK4 IA� - - I MTERBTITAL ME INATION ASSOCIATES, ! \ 3" SECONDARY CONTAINMENT mor �F11A�•S• EY PER NFPA � FY�.' DOUBLE WALL SUMP CONTAINMENT SUMP REDUCER----�yt„' 4" SCHEDULE 40 GALVANIZED 3- THE CONTRACTOR SHALL REAPPLY VACUUM TO E ar !I�: RISER PRIMED 4 WRAPPED THE TANK ANNULAR SPACE PER MANUFACTURER'S ENVIRONMENTAL DESIGN DOUBLE WALL SUMP OPENING THROUGH 4.300 COUPLING (� SPECIFICATIONS AFTER RISERS HAVE BEEN INSTALLED. PIM'N1Na 2" PRODUCT LINE VACUUM FITTING SECONDARY WALL 14' ALUMINUM FILL TUBE VACUUM IS TO BE MAINTAINED AT ALL TIMES HYDROSTATIC MONITOR VACUUM CONNECTION ZONE 1, 2" FIBERGLASS OPENING THROUGH POSSIBLE. I 2" OR 3" FLEX CONNECTOR Ti VALVE AND LIQUID PRODUCT PIPING W/ 3" FIBEFlGLASS CONTAINMENT SUMP TO TAMC SECONDARY WALL (OMIT ON DIESEL TANK) FLOAT SENSOR FOR TANK - _ SECONDARY PIPING COLLAR TO INSURE WATER TIGNttNE$$—__ 1 4. PIPING: AFTER PRESSURE TESTS ARE COMPLETED BUMP SENSOR VEEDER-ROOT 194380-108 ON ALL THE LINES, PRESSURE MAY BE REDUCED A A ( INTERSTICE COLLAR TYP OF 6 �f J� PRODUCT RETURN 70 A MINIMUM OF 10 P61 AND MUST BE MAINTAINED -� EXTRACTOR ASSEMBLY S Z TANK FITTING ra LINE VACUUM FITTING NOTES: L UNTIL ALL CONCRETE/ASPHALT SURFACES HAVE FOR VAPOR RETURN ZONE 2, 2" FIBERGLA59 _ - m 3" FIBERGLASS VAPOR RECOVERY-' __ I. PERPINDICULAR PENETRATIONS _ _ BEEN COMPLETED. (OMIT ON DIESEL TANK) VENT-PIPING PI ,: OF CONTAINMENT SUMPS ____ _ _LEVEL 'B' LINE W/ 4" SECONDARY PIPING SECONDARY PIPING \j E 3, 3" FIBERGLASS 5. ALL VENT,VAPOR,AND PRODUCT PIPING TO BE A.O. 10089 FOLSOM BLVD., SUITE B SLOPE TO LOWEST GRADE TANK R SUB PUMP PREFERRED. 20" MAXIMUM RANCHO CORDOVA, CA 95670 (OMIT ON DIESEL TANK). REFER TO VENT RETURN LINE V POR PIPING W/ G ALLOWABLE PENETRATION __ _ _ LEVEL 'A' SMITH (RED THREAD) TELE (916) 361-6920 VACUUM FITTING SECONDARY PIPING ANGLE. PIPING PLAN FOR ACTUAL C i FAX (916) 361-6925 CONFIGURATION / SIZE. VAPOR RETURN LINE L 6. TANKS SHALL BE INSTALLED PER THE MANUFACTURES DOUBLE WALL TANK VACUUM FITTING a NOTE 2. USE SUMP PENETRATION BOOTS SPECIFICATIONS FOUR VAC SENSOR HOUSING VENT CONNECTION NOT SHOWN FOR AT ALL PENETRATIONS OF SUMP. ASSEMBLY BRACKETED TO RISER CLARITY, SEE OTHER DETAILS OVERFILL PREVENTION VALVE 1. ALL PIPING,COUPLINGS,SEALANTS,OR RELATED PIPING * PIPES MUST EXIT PERPENDICULAR TO SUMP WALL 3. ALL JUNCTION BOXES ARE TO I SEAT AT 90% SHUT-OFF SHALL BE COMPATIBLE WITH EACH OTHER AND THE SUMP SENSOR VEEDER-ROOT OPENING THROUGH SECONDARY BE PLACED WITHIN 12" OF THE PRODUCT THAT THEY SHALL CONVEY — * NEVER COVER UNUSED BUNGS W/ PIPE OR CONDUIT •'1943 80-2 08 SET AT S09. - Ai WALL (DRAIN PORT) TOP OF SUMP. `nSUtvIP PLAN (GASOLINE OR DIESEL TANK) A3 VACUUM SENSOR ASSEMBLY nVAPOR I PILL DETAIL Al GENERAL NOTES 5�,0 A Rey � TANK SUNP.dwg 1605 14001 SCALE•/1'•P-0• VAC_SN9.dw 3205 83115 SCALE: 3/4'.1'-0� VAPOR_FILL,dwe 11005 104716 SCALE•1/2%V-0' TGNTd.O 21902 13058 �1 fr "'"""' " rp / rRANDALL'LYNN�+t l MOORE C-8723 36' DIA. * 06/30/2001 MANHOLE RENM& tF•°( CAl\4�� RANDALL L. MOORE, ARCHITECT, along with SUTTON & ASSOC,, INC., jointly REBAR AT SUB PUMP,SEE B FILL SPILL CONTAINMENT MANHOLE hereby expressly preserve their com- mon low copyright and other property p-4• rights In these plans. These plans B T2 SLOPE CCtJCRETE DOWN I' B are not to be reproduced, copied or FROM MANHOLET TYP TRUCK VAPOR RECOVERY (OMIT ON DIESEL) changed in any form whatsoever, nor FOR DRY TANK HOLE: e' CONCRETE 6 TYP are they to be assigned to a third 1 party; without first obtaining the ex- TANK SLAB WITH 14 REBIA AR AT 36' DMANHOLE 1 � press written consent of RANDALL L. 24. OC EACH WAY ANNULAR SPACE MONITOR SEE A I PORE and/or SUTTON & ASSOC., INC. FOR NET TANK HOLE: 12' THICKW5 SLAB C LIQUID SENSiPROBE T4 WITH 14 REBAR AT 24. OC EACH WAY , Bull PUMP36' DIA MANN LE 12- DIA MAN NO E 1 HOLE CONCRETE SHALL EMEND A I ¢ EXTRACTOR ASSEMBLY FOR 1 1 •a Bags RANDALL L. MOORE, ARCHITECT MINIMUM OF 1'-0" BEYOND THE VAPOR RETURN AND 4' PIPE ENDS AND SIDES OF THE TANKS CAP(OMIT ON DIESEL TANK) FILL CAP AND ADAPTER VAPOR CAP AND ADAPTER DIAGONAL YP 3$723 (SEE S1TE PLAN FOR ACTUAL I I ASPHALT OR 6' CONCRETE TAMC SLAB SIZES) REBAR AT MANHOLE$ I DRIVE SLAB WITH B RI 11p py// 111 IIx/ SEE B2 AT 200' OC EACH WAY B7 SUB PUMP REBAR DELA I L T MN. I'-0e I 1 L E RBA2I�TALd.p z3vs u3xu SCALE.I/1'.V-0' 2' I Z Z � . ,.• ;•. - FIBERGLASS PUMP V4-DIA. �, CONTAINMENT SUMP HOLE AND LID,SEE AI I LL, w LL > I / X it 72 I m � o e I � 1'x11' FLEX b I O fNQ "" Q E I Y n Ill Ik o �, SEE DETAIL A5 I BULKHEAD CONVECTOR z � U F Tz I (2)-0432• cep u VENT LME I WELDED TO 3 f R7 Q EACH BULKHEAD i1_ INTERSTITIAL STEEL Z 3' COUPLING SHELL III BALL FLOAT BALL FLOAT "194 90 410R I BULKHEAD C I II 1 VIII VALVE VALVE f z TEST BOOT I II 11 III 1, INNER STEEL C z 7Arcc U' Z 3' VAPOR RETURN PIPING I I i III I f,i N B- (OMIT ON DIESEL) I V MIN (v 3'x24•FLEX CONNECTOR I I I I I I III ( T EI LIQUID SENSING PROBE III MODEFdNWELDING®COMPO$IT REVISION BY FILTER FABRIC I I I DROP TUBE I SECONDARY TAMC II II ii iii 1 I I III I ALL SIDES ---l�T"LEVEL MONITOR I I I L I I I I 1 C7 DOUBLE-UJALL BULKHEAD III B OMIKKAB.d. 212°2 42539 N.T,S. PEA GRAVEL BACKFILL II I i NEW UNDERGROUND FUEL TANK iIi 1 II I I III I , REGULAR UNLEADED I I IIII DATE: MARCH 2S, 2001 ( I , 12,000 GAL. TANK, TYPICAL OF ONE ( 1) 1 DEFLECTOR PLATE TYP I I 11/2,NPT COUPLING DRAWN BY: $DS L I TINDER ALL TANKS I INTERSTICAL STEEL TANG SENSOR �I I B NO U — — VEEDER-ROOT "194390.420 Q,}2 JO Iin 4' MIN 6" MAX INTERSTITIAL STEEL p m LIQUID SENSING PROBE SLOPEO R I f 1112'SCHEDULE TAMC SENS = '19439 EN50 SO PIPE SHEET D D I va• RIA. T 2 OF 10-SHEETS TANK ELM\44TION nTANK ELEVATION AND SECTION (AUTO GASOLINE) Dl MONITORING TUBE �� AND D ='Tf41LS 1AW-SECT6, 31909 9300 SCALE• /1"• '-0" MONIIWTIIBEd., 21202 42423 N.T.$. 1 2 3 4 5 6 7 sut24x36.dwg 92500 21556 .: 50112dwg 51206 85528