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INSTALL 2002 TANK TOP UPGRADE
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231708
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INSTALL 2002 TANK TOP UPGRADE
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Last modified
5/14/2019 2:31:24 PM
Creation date
11/6/2018 10:11:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2002 TANK TOP UPGRADE
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
Scanner
SJGOV\rtan
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\MIGRATIONS\P\PATTERSON PASS\25775\PR0231708\2002 TANK TOP UPGRADE.PDF
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EHD - Public
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4. - PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE SEALING 8. - PREFABRICATED ASSEMBLIES: 13. - U.G. CONDUIT: <br /> Sheet Notes BOOT IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN, AFTER NOT USED NOT USED <br /> TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY <br /> I. - SUMP PIPING PENETRATIONS: PIPING TO THE SUMP MONITOR PROBE. 9. - TANK STABILITY: 14. - RISER GROUNDING: <br /> SHALL BE MADE USING BULK HEAD FITTINGS 5. - PIPING PENETRATIONS: ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER NOT USED <br /> ("ENVIRON' . ELECTRICAL PENETRATIONS SHALL BE MADE OF THE SUMP TO ENSURI_ THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS NOT USED <br /> WITH APPROPRIATE WATER TIGHT COMPRESSION FITTINGS WITH SEAL-OFFS. AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE 10. - DROP TUBE CRITICAL DIMENSION: <br /> (I.E. ENVIRON). THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY NOT USED <br /> 2. - SIPHON PIPING: TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS USING SUMP MANUFACTURE'S APPROVED 15. - ANNULAR SPACE LOCATION: <br /> NOT USED TESTING PROCEDURES TO INSURE THAT THE SUMPS ARE WATERTIGHT. THE OWNER'S ENGINEER MUSTNOT USED <br /> SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. 11 _ METHANOL/ETHANOL COMPATIBILITY: FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, <br /> 6. - FILL AND VAPOR CAP HEIGHT TO GRADE: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. ALL READILY ACCESSIBLE COMPONENTS WHICH ARE NOT METHANOL ETHANOL COMPATIBLE <br /> 3. - S): CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED FOR FOR THE IMMEDIATE INTENDED SERVICE SHALL BE RETROFITTED IN 0 <br /> NOT USED THE STORAGE SYSTEM. <br /> NOT EXPENSE TO CORRECT INCONSISTENCIES. i6. - TOP OF TANK ELEVATION: > <br /> 12. - MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH NOT USED � � � (1) C) <br /> 7. - TURBINE SUMP SENSOR: A 1-1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. a •� O <br /> NOT USED SEE SECTION A ON DWG. TK3-5. THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN L 0 <br /> OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. Ln <br /> a � <br /> EXISTING 1 0,&Do GALLON UNLEADED - o <br /> 1 PRODUCT INACTIVE SIPHON E , •� C (0 <br /> SLOPE AS SHOWN ON <br /> 8" 8" T ELEVEL 8 )0 __ DETAIL #10 ON DWG. TK3-2 O 0 <br /> wI TK3-1 I ! <br /> a of a <br /> vwi MP MONITORING EE #1 16- 1 2 t 2" 2" F.G. VENT (n o <br /> QUID SENSOR <br /> QUI ,I ;i g 18 ' 2 - - -+- <br /> m 8" ACCESS PORT E NOT #T 2" PIPE PLUG IN 4"X2" V •° <br /> OUBLE TAPPED BUSHING `" U <br /> �I 1; 1 TYPICAL W/INACTIVE SIPHON) <br /> Ln TANK LEVELr <br /> w GAUGE, 10 j 2" PIPE CAP Tt Y <br /> z (HAND TIGHT ONLY v Q <br /> i6 4"x3" VAPOR RECOVERY W/INACTIVE SIPHON) O <br /> ltDAPTER &IIIC.(��PP IN <br /> 12 SPILL CONT IltMENT •� <br /> I m 11 BOX. 1Y ;) ❑ P40DUC � , 21 <br /> D N <br /> 5 11 20 ® C) <br /> 01 <br /> 22 BUI HEAD <br /> 4" FILL ADAPTER 1$ NEW 2" OR 3" UNION 22 � <br /> I FI IN <br /> AND AAP IN SPILL i ,SCR'D BLACK STEEL <br /> CONTAINMENT FILA ,�X I <br /> K2-1 <br /> �Il_E ACCESS COVERS �- U <br /> GRAD 'SHALL BE 8 ( II 3" V.R. FROM K2 1 <br /> LI ID. TIGHT ANE LOCKABLE g <br /> I TK3 1 9 i II I HEADER � � <br /> i <br /> N' Teku a <br /> TURBINE CON IINMENT AND FILL SIDE SUMPS <br /> (FURNISHED B'( TANK. MANF.) FIELD BOND TO 1 2 i:: _ CL <br /> i� TANKS COLLARS! SEE DETAILS FOR CURRENTT i TK3-ti •- <br /> �I STANDARDS. I' 0 <br /> Z�- SET AT 6" MIN. J <br /> (2) 1/2" CABLE GRIP 12 (SEE NOTE #15) 14 15 16 P I a n V e W 8A 6 12" MAX' <br /> SEALS SUPPLIED 34" I.D. _ N <br /> TMP• TYv ALL OPENINGS) A.C. PAVING <br /> W/ SENSOR SEE NOTE #6" 4 18" i 2" MIN. CROW <br /> 4-1/2 TO 6 NOT TO SCALE: TMP' EE NOTE #12 '}— N <br /> Sp —� <br /> z_ a..-,__:¢:•_- -;d:.'fi ° • - __ - - _t _-;} -�1_- •::Y-� - -:r - -:r:•=Y==r'°;:iv =>r +d <br /> ., 3" PEA GRAVEL MIN. °— <br /> SEAL OFF I *'r;;'tL•• " " PEA GRAVECy'w:• • 4- <br /> 3 4" GOND. I 5 GALLON''SPILL Tt 0 L._ <br /> OP TO SU P I CONTAINER WITH 3/4" CONDUIT SEAL OFF pJ-BOX & 3/4" CONDUIT V <br /> MOP <br /> NOTE MP DRAIN (SEE NOTE #13) TO TURBINE (SEE NOTE #13) h 0 <br /> J-BOX 3/4" CONDUIT--\ SIPJdQ -11PING.- V _ <br /> I (FUTURE SPARE) 23 SEE NOTE #2 <br /> 23 4" BLACK STEEL 7JEE NATES N V) <br /> RISER (SEE NOTE #14) + 10 & 5 (n <br /> STAGE I VAPOR RISER - C3 <br /> IS IN SAME PLAIN AS TANK _. �� N 0 <br /> 4" SCHEDULE 40 PVC I LEVEL GAUGE THIS VIEW 2" VENT & 3" V.R. PIPING R Q <br /> RISER (SEE NOTE #15) ---- °— -0 N <br /> 3o-- 4"x12" L BLACK STEEL <br /> RISE W/ PIPE CAP - - ---- 21 m O. O <br /> 0 <br /> ��•� EXTRACTOR FITTING 12 <br /> 1 <br /> MAX I 2" BELL X �� >✓ �- o <br /> a- a <br /> BALL FLOAT VALVE 5 MALE ADAPTER ��\ '.' :y�. Q <br /> LOCATED AT 98% E <br /> SUMP MONITOR <br /> CAPACITY \\ \ "•� - -,a 18 LIQUID SENSOR \\ <br /> SEE NOTE #7 \ C) � 2 <br /> BACKFILL \\ \ ;, U (/) .2 <br /> PEA GRAVEL/ <br /> CRUSHED ROCK \X \ • •+ 'y. Q <br /> AS PER TANK \ \ -� n <br /> 25 TANK LEVEL GAUGE I ( MANF. SPECS. \\ \•" ' T� � ;_ <br /> ALARM LOCATED AT 90% III (TMP') \\ \ \• U t= 2 <br /> CAPACITY Ili \\\` i3 N <br /> SEE NOTE #3 / / ��II a <br /> III!! I I I � I I L; \\ <br /> 1 / <br /> 1 2 6 7 �' i i 10 <br /> III 'llll � I I_ <br /> (1(\t I I I I I 11 I Z PC o <br /> II / / WN x <br /> QZEm ; a � 8 <br /> \\\ it I I I I /// • O � y 'o0NN <br /> \ I / <br /> \\ TANK LEAK 19 I I I /� o ¢ J rn o m <br /> \ \ DETECTOR <br /> \ � LIQUID SENSORI <br /> ONO XO <br /> 12"x12"X1/4" STEEL consultant job# <br /> \\� STRIKER PLATE-NP. ALL i /i// w AR1402 <br /> !OPENINGS ON i <br /> FIBERGLAm <br /> :�•Yw: ::' :✓• : \��\\ ! SS TANK iii/ �Y master release date <br /> "') _Y:Y .'*•'�.• \\ I / <br /> O.M project master <br /> exe date drawn by <br /> �' ": T+; .• TANK SHALL BE SET DEAD LEVEL 9 TRAPPER SCREEN (TYPJ NO. DATE REVISIONS BY PROJECT RELEASE SHK <br /> SEE NOTE #IC �;•,. p.•a• A 7/17/01 CARE, EVR Filenome <br /> : �;,.«• „r •' "•L• :.:•: OR SLOPED 1 MAX. TO ANNULAR SPACE SENSOR PERMIT 0495TK21a <br /> Facility/Project <br /> ME= NOM INEW amw <br /> 2'-0" MIN. <br /> TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER END OF TANK '-O" MIN. (N.T.S BID 6100 <br /> N.T.S. <br /> EXCAVATION �) n d e r�g r o u n d Tank Section EXCAVATION ONLY CONST. sheet name <br /> ONLY THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL FIBERGLASS /� T K 2 - 1 A <br /> TANKS. SEE SITE PIPING PLAN AND MATERIALS LIST ON DRAWING <br /> TK4-3 FOR ACTUAL MANUFACTURER'S CHOSEN FOR THIS PROJECT NOT TO SCALE: AS-BUILT <br /> G:\CLIENTS\ARCO\AR1402\TANKS\0495TK21A.DWG <br />
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