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INSTALL_2004
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2300 - Underground Storage Tank Program
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INSTALL_2004
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Entry Properties
Last modified
3/11/2021 1:06:52 PM
Creation date
11/8/2018 10:22:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2004
RECORD_ID
PR0518624
PE
2371
FACILITY_ID
FA0024496
FACILITY_NAME
Costco Wholesale #38 (Gas Station)
STREET_NUMBER
1630
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95210
APN
09428011
CURRENT_STATUS
01
SITE_LOCATION
1630 E Hammer Ln
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\H\HAMMER\1630\PR0518624\2004 INSTALL.PDF
Tags
EHD - Public
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TYP. — 10' 3/'- 5 3/8 __ PP , <br /> / / y / UNDERGROUND DETECTABLE TAPE HARRIS CO <br /> INDUSTRIES INC. MODEL #DU-03 OR ENVIRON 2" GEOFLEX D PRODUCT <br /> 7 ---8 1 /2" 10'-5 1/2" <br /> EQUIVALENT. INSTALL. 6" TO 12" BELOW 39 SUPPLY LINE INSIDE 4" GEODUCT w Q <br /> 00 <br /> SURFACE <br /> V_84 1 /2° (TYP.) USE ITR-3020 FOR SPACERS s J W m <br /> AS REQUIRED <br /> r <br /> TYP. COMPACTED BACK � Q <br /> I _ <br /> -�� FILL AS SPECIFIED - PAVING VARIESzo 3 Z w <br /> N to 3 `q J F J <br /> o w � W 0 < <br /> Ivy Enz m U) <br /> U) o Q U <br /> w Q LL <br /> PREMIUM UNL. 92 OCTANE 07 Q Q <br /> 20,000 GALLON \ \\ — - - — — /\\/\ J <br /> \VA VA VA/\� V/V/V/V W <br /> 30" MANWAY // /j // //\// \//\//\r 7� (� z_ <br /> TANK #3 2 112 /\\/\\/\\/\\/\\; \\ \ \ - 6" BASE OR SURFACE ti Z Q z J <br /> 29 / o \/iA// /A//Aj/ AA o 5 I <br /> z ¢ MATERIAL WHERE REQ'D. J Q <br /> \ \ \ \ \ \ \ \ N iJ(n J <br /> w! + //VA//VA//VA///V� VA//VA//VA/rVA BY OWNERS ENGINEER j Q/�t Z CO <br /> �- <br /> 00 � Cn Q <br /> -- / <br /> O3" FIBERGLASS VAPOR TANK #3 PRODUCT LINE N N N CV) Ir <br /> RETURN LINE INSIDE 4" 25 _ V <br /> tLLLE — — — FIBERGLASS SECONDARY m <br /> TANKS #1 OR #2 PRODUCT LINE UNDISTURBED SOIL OR o 0 0 o LL <br /> COMPACT TO 95% o A y <br /> NOTE: j- <br /> 0a ALL PIPING TO SLOPE TO TANKS @ 1/8" PER FOOT M <br /> MINIMUM. <br /> • <br /> c Typical Piping Burial <br /> UNLEADED 87 OCTANE <br /> 20,000 G LON � 30" MANWAY T-2 NOT TO SCALE <br /> 29 / 16 / TANK 2 2 12 1 <br /> co O' <br /> - 13HUSKY 4885 PRESSURE/VACUUM <br /> r ,• r a �� - - 01 <br /> � VENT CAP (TYP.) <br /> 3"4 DIA, BLACK STEEL VENT <br /> PIPE, PRIME & PAINT WHITE <br /> li- 1 <br /> z GALV. UNI-STRUT SUPPORT <br /> BRACKET PAINT WHITE <br /> 3" BLACK STEEL RISER N <br /> REINFORCED CONCRETE SLAB ABOVE SEE WHITE POST x4OPAIV. STEEL <br /> ! (PAINT ) <br /> CIVIL DRAWING FOR SPECIFICATIONS jo 20 MIL. WRAP TO % HITE W <br /> 12" A NYLON BAND EXPLOSION PROOF J-BOX J N <br /> ABOVE GRADE Q <br /> CLAMP o MOUNTED TO POST LU <br /> 4"x3" REDUCER GRADE SEAL OFF J <br /> J j DONUT GRADE O <br /> T-5 UNLEADED 87 OCTANE T_30" MANWAY w _ <br /> 16" 20,000 GALLON 12112 i Q <br /> (TYP. 3) K / 3"x18" MALE X UNION <br /> II TANK #1 A 3" BLACK STEEL 27 FLEX CONNECTOR 'c_ ® � <br /> COUPLING 28 4"06" FLEX BOOT o1 F- v <br /> hI <br /> T4 <br /> 0 cn <br /> NYLON BAND <br /> ° D <br /> c � 1 " CONDUIT w PULL STRING <br /> 3" BELL X MALE 26 CLAMP 1n <br /> NPT FRP FITTING °� � TO CONTROLLED ENCLOSURE <br /> 18" MANHOLE ACCESS TO —ATO TANKS 12"4x3' GONG. POST FOOTING <br /> 4" 90' CLAMSHELL <br /> ANNULAR MONITOR (TYP. 3) <br /> I 3" PRIMARY FRP 3" FRP VENT LINE INSIDE 4" <br /> 4" SECONDARY FRP ELEVATION 25 FRP SECONDARY. SLOPE TO L <br /> SEC11ON TANK AT 1/4" PER FOOT <br /> OUTLINE OF CONCRETE CROWN -- ��a_ NOTE: <br /> 18" MIN. INSTALL 4"x3" TEST REDUCERS <br /> AT FILL SUMPS FOR TESTING <br /> 37"x12" DEEP WATER-TIGHT MANWAY WITH 37"x10 3/4" DEEP WATER-TIGHT SECONDARY CONTAINMENT PIPING , 15" 15" <br /> 32 <br /> (2) 5 GALLON SPILL CONTAINERS WITH 7 MANHOLE/LID ASSEMBLY FOR TURBINE 30" <br /> !I coREMOVABLETE DS FOR AEASYACCESS. <br /> ASAND SEMBLIES <br /> A Typical Tank Field Layout Plan SUMP ENTRY (TYP. 3). �w O` ) <br /> STAGE I EVR COMPLIANT (TYP. 3) <br /> T-2 SCALE: 3/8"=1'-0" O <br /> Vent Stack Detail o C <br /> ALL TANK TANK TANK <br /> TANKS #3 #2 #1 <br /> T'2 NOT T.0 SCAI <br /> 5 GALLON CONTAINMENT K <br /> „ z m <br /> z <br /> 29 FILL END TURBINE END REINFORCED CONCRETE SLAB <br /> SEE CIVIL DRAWINGS o <br /> 4" DIA. FRP OR SCH. 30 2" HIGH CROWN TYP. AROUND ALL � r SII Y.- <br /> A.0. <br /> mi o m <br /> 80 PVC RISER = N J <br /> 18 <br /> s � TSP J( OPENINGS (SFE NOTE #2) � � �,P —� <br /> A 0 SMITH „ "CLAMSHELL" 9 <br /> SINGLE FLOAT 31 , -- . Sheet Notes y o <br /> HYDROSTATIC SENSOR TEE OR APPLCABRE <br /> o o U o <br /> A.O. SMITH 4" TO 3" F.R.P. <br /> TLS-350 TO MONITORING 4'-2" MIN. TO CONCENTRIC REDUCER I ° ° 1 - TANK(S): o <br /> SYSTEM (TYP. 3) ° 7'-0" MAX. COVER \ C SHALL_ BE UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ON THE SITE SPECIFIC <br /> I <br /> DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE M <br /> BRINE HYDROSTATIC — - ------ ! WALL TANKS OF FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY w " <br /> RESERVOIR iJ "CONTAINMENT SOLUTIONS". INSTALLATION OF TANKS AND PIPING SHALL BE IN z > o <br /> ACCORDANCE WITH THE LATEST EDITION OF THE INSTALLATION SPECIFICATION AS o z <br /> PROVIDED BY COSTCO WHOLESALE, AND MANUFACTURER'S INSTRUCTIONS. CO <br /> x a a S <br /> A.O. SMITH 2' FIBERGLASS VAPOR ° w Q F <br /> - <br /> SET AT 95% ^ RETURN UNE INSIDE 3" 24 2. - MANHOLE CROWNS: z w z w <br /> 20,000 GALLON DOUBLE WALL w g <br /> CAPACITY 12" — — — — FIBERGLASS SECONDARY (TYP.) ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 2" CROWN OF > N o <br /> CONTAINMENT SOLUTIONS Q <br /> MAX. (TYP ) UNDERGROUND FIBERGLASS CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. 2" HEIGHT X 18" RUN. o rn CO CO w w o <br /> STORAGE TANK (SEE NOTE 1 ) A.O. SMITH 3° FIBERGLASS VAPOR N a u n z <br /> 3. - DROf TUBE CRITICAL DIMENSION: N N M & 0 <br /> 51 52 53 RETURN LINE INSIDE 4" FIBERGLASS 25 4 ' TO 6" MAX THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR n w z v <br /> IN-TANK GAUGE PROBE W/90% OVERFILL SECONDARY TYP. ~ nn � > <br /> DUAL POINT O ( ) WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED FOR N z (N " <br /> DROP TUBE 11 ALARM CALIBRATION. INSTALL PER MFR'S 24"x1/4" THICK <br /> EXPENSE TO CORRECT INCONSISTENCIES. O Y N <br /> REQMNT'S. STRIKER PLATE UNDER & <br /> ALL OPENINGS BY TAN 0 . ° <br /> FE-PETRO 2 H.P. 33 MANUFACTURER T P. A.O. SMITH 4" "CLAMSHELL" <br /> SUBMERSIBLE PUMP ( ) Sb� <br /> ELL OR 90° WHERE APPLICABLE <br /> 45° FE-PETRO INTAKE <br /> F-4" TO 6" MAX. FILTER SCREEN 35 Q z <br /> -'- (SEE NOTE #3) 6 <br /> PEA GRAVEL BED & ° ° ° <br /> BACKFILL (TYPICAL) ' <br /> NOTE: <br /> CIL <br /> THE TANK FILL END SHALL BE INSTALLED ONE X � 9 <br /> INCH LOWER IN ELEVATION THAN THE TANKYPIcal Tank Section —_- -ic_-al Fiberglass Reinforced Pipe Fittings CCA11 <br /> NTURBINE END. B T E <br /> 0 <br /> o <br /> -- O F— <br /> T-2 <br /> SCALE Nrs T-2 NOT To scALE a � a <br /> v <br />
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