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INSTALL 1990
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0231708
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INSTALL 1990
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Last modified
5/22/2019 11:39:31 AM
Creation date
2/7/2019 2:15:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1990
RECORD_ID
PR0231708
PE
2361
FACILITY_ID
FA0003619
FACILITY_NAME
ARP MINI MART CORP
STREET_NUMBER
25775
Direction
S
STREET_NAME
PATTERSON PASS
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
20910004
CURRENT_STATUS
01
SITE_LOCATION
25775 S PATTERSON PASS RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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KBlackwell
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EHD - Public
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NERAL NOTES <br /> NEW 3/8' O. D. HIGH POINT IN SYPHON SYSTEM 2 "0 VENT RISERS <br /> COPPER TUBING TO TYPICAL DISPENSER / } / / / SEE SITE PLAN Il CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT HOLE AND <br /> ISLAND <br /> PUMP SYPHON BODY 1 ` \ I I ` ) I f ` ) I 1 \ > � FOR LOCATION TRENCHES FROM SURFACE WATER RUNOFF UNTIL PAVING IS REPLACED . <br /> NEW TUBING 2 " TYP I J I ( 2 ) LTER FABRIC ( DUPONT TYPAR OR MIRAFI 500X ) IS REQUIRED <br /> FITTNG 3x8"X 2 " I I I _ I I I \ W EXISTING SOIL HAS A HIGH ORGANIC CONTENT ( PEAT ) <br /> / J / OR POSED OF SILTY OR FINE MATERIAL WHICH MAY BECOME <br /> MPT R / / "QUIC ' . FABRIC MUST EXTEND I " ABOVE MAXIMUM HIGH WATER TABLE <br /> AND MAY PINNED TO SIDE OF HOLE WITH WIRE , ETC , . SEAMSOF <br /> - - I <br /> NEW 2" TEE SCR ' D - - I MUST BE L PED I " MINIMUM. INSTALL ONLY WHEN DIRECTED BY <br /> GALV. C . STL - S ENGINEER I HARGE OF PROJECT . <br /> I REGULAR I SUPER UNLEADED I UNLEADED I <br /> I ( 3 ) TANK MUST BE B LASTED BY FILLING WITH LIQUID UNTIL ` <br /> GASOLINE UNLEADED GASOLINE GASOLINE ^ 4j 0 <br /> REMOVE EXISTING 2 " PIPE I I I BACKFILL IS COMP TE . CAUTION DO NOT FILL FIBERGLASS T K WITH <br /> CAP 13 INSTALL UNION 8 OTHER U LIQUID UNTIL BACK L IS EVEN WiTOP . SEE SPECIFICATI S . = a <br /> FITTINGS AS SHOWN TO CONNECT I ( I 1 1 <br /> TO EXISTING 4 "X 2 " DOUBLE I E •i L <br /> TAPPED BUSHING ( NOTE : STEEL PE 8 FITTINGS O <br /> r I INACTIVE ACTIVE I �" IMPACT VALVE W/UNION TOP U Q� .�.� 0 <br /> 2 " SYPHON 2 " SYPHON 2 " BRANCHES TO HAVE MI . 20 MIL WRAP /1 0 � C r <br /> ( TYP ) <br /> ( SHEAR SECTION MUST BE FLUSHED Wi 100% RLAP ON TO m <br /> W/ TOP OF PUMP ISLAND ) FIBERG S PIPE FITTINGS w Q� L <br /> PRODUCT .2 4 0 <br /> i c RISER TO DISPENSER 0 0 <br /> N N N N N N <br /> i ml <br /> L - \� L - - � -1 - - - - -L - - - - 2 " X I " GALV . RED ELL ( 1 c �J,� � <br /> TURBINE END OF SYPHON SYSTEM VAPOR RECOVERY v +•� <br /> -_ \ RISER TO DISPENSER � Q Chu <br /> � a <br /> 2 " FIBERGLASS TO VAPOR IMPACT VALVE O U <br /> 2 FIBERGLASS RECOVERY HEADER <br /> REMOVE EXISTING 2" PIPE 3" FIBERGLASS 2" SYPHON LINES TO SLOPE UP VENT LINES s` EQe�. STABILIZER ASSEMBLY o •� N <br /> CAP a INSTALL UNION 8 OTHER VAPOR RECOVERY LINE FROM REGULAR TO UNLEADED TANKS °fcg°f ° � (/� (� <br /> FITTINGS AS SHOWN TO CONNECT *` FLEXSEYICONTAINMENT 21 .3 � <br /> TO EXISTING 4 "X 2 DOUBLE 2" FIBERGLASS 2 ' F . G . PIPE Q Lo <br /> 0 <br /> NEW <br /> GALV2" UNION SCR ' D TAPPED BUSHING PRODUCT LINES SIT I �" FLEX CO ECTOR g 0 r C <br /> EXIST . 3" UNISEAL 2 " F . G . 900ELL . W/SWIVEL END L <br /> NEW 2" NIPPLE TOTAL CONTAIN ( REF ) (OR TEE AS REQ ' D ) Q <br /> GALV C . STL TYPI CAL PIPING ARRANGEMENT W/ FNDT COUPLING <br /> EXIST . 3" F . G. <br /> PIPE IREF } 3" SECONDA O W/2"XIl�" RED COUPLI N <br /> AWV2M 900 ELL = - NO SCALE CONTAINME FOP PIPING vc�E 0 c Q <br /> c <br /> NEW 2 NIPPLE <br /> GALV C . STL EXIST 2" EXIST. 2 " F . G. CONDUIT RUN FOR -- ~ - � � � - � - � � � - � PIPING AT PUMP T Cj M 0 <br /> BELL X MNPT PIPE (REF ) FUTURE LEVEL GAUGES / <br /> F . G . ADAPTOR PANEL GUTTER UNDER 1 ` I 1 ` , ( ` ( 1 \ , NO SCALE N <br /> EXIST . HEX BUSHING A / A \ / A \ / A \ <br /> 4"X 2 " DBL TAP / <br /> C . STL ( REFI REMOVE EXIST . F . G . TANK K <br /> I I I I I I I I <br /> 2" PLUG RISER ( REF ) I <br /> r ' TURBINE RELAYS MONITOR I B/ I I B/ I I B/ I B/ O <br /> CONTROL I \ I I \ I \ I I \ I <br /> III 1I II II II I II I <br /> 4-0 <br /> m02 ' MINBOOOFORNEAREST EXTEND BEYOND GUTTER OR ADJACENTTRUCOVERHANG WHEN EXISTING <br /> PWIRWEOUGm <br /> I I I I I <br /> 450 ELL (L <br /> CH-EYS __� I I I I I I 4 VENT RISERS REOUIREID I 2 "X2 "X I i4 " W/ ( 4 ) U-BOLTS <br /> I I I I I I I 13x4 °C . I CABLE / <br /> -� - �- -- I— --- I <br /> I "C . 3 CABLES --- -,_ _ CN4Ea0 2e -1 - -_ --___ __j_-_CH-GOAT 26 <br /> SYPHON HOOK -UP DETAILS ( FUTURE CONNECTION ) i I I I I I _I CONDULET (OR EQUAL ) - <br /> r 2 " GALV. RISER <br /> NO SCALE I B/ I I B/ I I B/ I I B/ I CH-GUAT 26 <br /> I I I I I \r I I I CONDULET ( OR EQUAL ) <br /> f i � -- 3" PIPE X B ' LONG <br /> 3/4 "C . I CABLE <br /> _� / \\ // � illi 2" GALV . SWING JOINT <br /> NEW STEEL OR FIBERGLASS TANK CH-EYS - - - _ ` _ I I. - 2" F . G . BELL X MALE ADAPTER <br /> A-MONITOR IN ANNULAR SPACE / / -- 2 " F . G . VENT LINE <br /> CONCRETE "DEADMAN" 1 `8" WIDE x B-MONITOR IN BOTH SUMPS z <br /> FROM TANK� X I ' -0" THICK EACH SIDE WHEN � j <br /> / \ MORE THAN ONE TANK IS INSTALLED A 8 B MONITOR FOR EACH TANK ARE MANIFOLOED TOGETHER ' -- 18" DIA . CONCRETE BASE ( BOTH SIDES <br /> THE DEADMAN BETWEEN SHALL BE 3 ' -4" IN CONDULET AT THAT TANK AND THE PRIMARY CABLE FOR EACHo o / / op -OTHER SIDE NOT SHOWN FOR CLARITY ) <br /> WIDE 8 THE TANKS MUST BE AT LEAST TANK IS CONTINUED ( THROUGH THE CONDULET AT THE TANK <br /> 4 ' -4" APART CLOSEST TO THE BUILDING ) TO THE MONITOR CONTROL IN THE BUILDING . c\' <br /> FIBERGLASS HOLD-DOWN STRAPS EACH TURBINE RELAY IS TO BE WIRED INTO THE MONITOR CONTROL �" Q <br /> FURNISHED BY TANK MFR . SO THAT AN ACTIVATION OF SUMP MONITOR WILL SHUT DOWN THE <br /> 8 PLACED AT DESIGNATED TURBINE FOR THAT TANK . NOTE <br /> LOCATIONS . ( 4 REQUIRED) SEE - MANUFACTURERS WIRING DIAGRAM FOR SPECIFIC WIRING DETAILS . Gj �I W _a <br /> 3x4" WIRE ROPE W/ <br /> � USE <br /> CTIANDINGBASE <br /> VENT <br /> TRIPLE V CLAMP TOSUPPORT FREE SS <br /> Z <br /> I 6 MIN /I RISERS ONLY . Z O <br /> d. <br /> 81 <br /> COVER ENTIRELY Wx Q z W <br /> LIBERAL COAT OF TANK MONITORING CONDUIT SCHEMATIC C <br /> ASPHALT CEMENT ( WHEN DEADMAN NO SCALE H J <br /> s4 ROD "HAIRPIN" IS PRECAST OUT <br /> ONE FOR EA . STRAP OF THE HOLE ADD VENT RISER DETAIL Q V <br /> ONE *3 REBAR IN <br /> \ / FULL LENGTH W/ 211 COVER ) ( OPENINGS I N SLAB TO HAVE 1 ! CROWN ) NO SCALE < <br /> cQ V <br /> Q <br /> INSPECTION WELL 6" BASE OR SURFACE COMPACTED SAND OR Z I— <br /> MATERIAL WHERE P <br /> 8EAGRAVEL BACKFILL �[ <br /> 1 ANNULUS MONITOR ENGINEER FIELD Z <br /> ANCHOR 8c CONNECTION TOP OF PAVING Q <br /> NO SCALE <br /> FILL 8 VAPOR RECOVER <br /> �-- <br /> ( PHASE I ) <br /> O <br /> FILTER FABIRIC <br /> SEE NOTE NO. 2 H 4" MIN \ 1O W <br /> IN UNSTABLE SOIL THE DIMENSION } _ Ll� <br /> MUST BE 4 FROM BOTH SIDES cv Q O <br /> H / I Z <br /> AND ENDS ( WITH <br /> TH FIBERGLASS TANKS ) O <br /> a v <br /> VAPOR RECOVERY LINE Q <br /> 3 PRODUCT PIPING LINES (n <br /> MIN —VENT/VAPOR RECOVERY 12" <br /> TYP � <br /> appr . <br /> "X 6"-4x4 WWMILIII M <br /> ( OR k3 0 16" O . C ) _ <br /> 6" 6" 6" 3 ' -4' I ' -8" <br /> TYPICAL PIPING TRENCH DETAIL M . F . MUkP.HEY NQ <br /> NOTE ; NO SCALE ° <br /> - Z <br /> type date N m <br /> • REQUIRED IN WET HOLE ONLY . - x3 REBAR CAGE TOP 8i5/2/89 <br /> * TO BE INSTALLED ONLY WHEN CALLED FOR ON INSPECTION WELL BOTTOM 2 " COVER TYP . DAOTE REVISIONS o <br /> SUPPLEMENTAL CONDITIONS OR BY OWNER ' S ENGINEER. ALL AROUND PENETRATIONS A 8/28/89 DETAILS . 4 TANKS , GROUNDING 8. SYPHON drawn ° -2 <br /> B 9/7/89 SYPHON , MONITORING , VENT DETAILS prof , p {V <br /> TYPICAL TANK ANCHORING SLAB REINFORCING C 10/18/89 GENERAL REVISIONS - CLARIFIED SYPHON LINE REQUIREMENTS M- 5 8 8 N <br /> NO SCALE NO SCALE J v <br /> o � <br /> ° <br /> rev , 0 <br /> 248109A003 DETAILSD 003A 0024 <br /> Nov 21 1989 MYY IDC03 . D4 # 7 <br />
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