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INSTALL_2021
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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2300 - Underground Storage Tank Program
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PR0547072
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INSTALL_2021
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Entry Properties
Last modified
3/8/2023 4:46:46 PM
Creation date
8/5/2021 11:01:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2021
RECORD_ID
PR0547072
PE
2351
FACILITY_ID
FA0026688
FACILITY_NAME
7-ELEVEN STORE # 41342
STREET_NUMBER
1233
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95205
CURRENT_STATUS
03
SITE_LOCATION
1233 E DR MARTIN LUTHER KING JR BLVD
QC Status
Approved
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SJGOV\kblackwell
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EHD - Public
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18 F#-#1 KEY NOTES <br /> EXPLOSIVE PROOF J-BOX <br /> WITH 3/4" NPT THREADS CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS <br /> MOUNT FLAT. GC TO INSTALL ELEVATIONS. ALL MANHOLES WITHIN THE TANK <br /> IN UPRIGHT POSITION SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br /> CORD AND CORD GRIP GRADE OF CONCRETE. SLOPE CONCRETE TO <br /> SUPPLIED WITH PROBE MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO o <br /> NOT INHIBIT WATER DRAINAGE OFF THE TANK <br /> 29 SLAB (NO POOLING). <br /> U <br /> 8" CONCRETE SLAB �2 GEOTECH FABRIC MATERIAL TO EXTEND 60" a)a a 8 a MINIMUM PAST THE TANK HOLE EXCAVATION. ALL <br /> ° a GEOTECH FABRIC MATERIAL SHALL BE PINNED <br /> a a a a a a o <br /> PRIOR TO BACKFILLING. METHOD OF PINNING <br /> FABRIC AT TOP OF EXCAVATION TO BE APPROVED <br /> PEA GRAVEL BACKFILL TYP BY THE 7-ELEVEN CONSTRUCTION MGR. <br /> (OR APPROVED 0 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK p <br /> ALTERNATE) MANUFACTURER. PLACE DEADMEN PER <br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. <br /> ® FOR SLOPE, FOLLOW CURRENT OSHA N <br /> REGULATIONS. IF SHEET PILES ARE UTILIZED, (If <br /> CONDUIT WITH SEAL-OFF PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW Proto 11-05-18 <br /> TYP REF 1-G9.0 AND 1-G12.0 TANKS AND SHORING. <br /> �5 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES <br /> 4" FRP RISER PIPE 7-ELEVEN AND MANUFACTURER'S APPROVAL. <br /> BRINE LIQUID LEVEL 01 <br /> 31 BELL BY MALE FITTING AT © UNDISTURBED SOIL o OR COMPACTED BACK FILL co <br /> O <br /> NOT LESS THAN 95% OF MODIFIED PROCTOR C <br /> EACH END OF PIPE RISER DENSITY(AASHTO-T-180). Lo <br /> STP ATG MANHOLES <br /> 5'-0" REF 1-G4.0&2-G4.0 1 X N > <br /> W W <br /> BRINE TANK RESEVOIR MIN 2 U I-- M Lr) <br /> z Z � mo Z <br /> rn 0 <br /> TANK RIB w ZJ Z W <br /> INTERSTITIAL SPACE 6 w > oy <br /> 0 wOYFILLED WITH BRINE >- U Z <br /> INNER TANK WALL w 6E J 0 O 1- <br /> 01 W w 0 (n <br /> ~ Y L W <br /> 61 B13 U cy) <br /> a M <br /> = N <br /> O <br /> TANKS#1,#2, M <br /> N <br /> AND#3 4 <br /> PEA GRAVEL BACKFILL TYP <br /> _ L (OR APPROVED ALTERNATE) <br /> 12" PEA GRAVEL BACKFILL <br /> MATERIAL(OR APPROVED <br /> ALTERNATE) UNDER TANKS <br /> AND DEADMEN <br /> W ® <br /> 3 <br /> 24" 24" 24" 24" 24" 24" <br /> ANNULARSPACE MIN MIN MIN MIN MIN MIN <br /> NOT USED W <br /> R SER AND�SENSOR SECT�10 10 ' l-OD A UNDERGROUND STORAGE TANK SECTION- <br /> 3 <br /> Z <br /> O Z <br /> w <br /> W <br /> W <br /> Z <br /> Z " o <br /> Z5 Wr U <br /> CL <br /> W X <br /> Z � uJ~ 0 <br /> Z n N <br /> Z_ Q E <br /> uiZ o3 <br /> "' J� <br /> a <br /> OFFSET ANNULAR SPACEZ o <br /> PRODUCT FILL AND <br /> MANHOLE TO MAINTAIN 10" VENT MANHOLE <br /> CLEARANCE FROM STP COVER _ 0 J <br /> J M <br /> '- <br /> REF 2-G4.1 =M <br /> ANNULAR SPACE STP/ATG MANHOLE B1 B1 w U o <br /> zT <br /> w <N <br /> REF 2-G4.0 STP/ATG MANHOLE PRODUCT FILL AND ANNULAR SPACE PRODUCT FILL AND STP/ATG MANHOLE L7 J <br /> RISER REF 4-G3.0 o REF 1-G4.0 o W <br /> 5'-0" M VAPOR MANHOLE RISER VAPOR MANHOLE M REF 1-G4.0 1 F <br /> (D REF 1-G4.1 REF 4-G3.0 REF 1-G4.1 (D _ <br /> MIN 10„ M (DSL (PUL (RUL rj 2 5 w <br /> MI K FILL) (VAPOR) FILL) FILLO/APOR) %ao Adk <br /> I • <br /> R < N J <br /> 1 00 <br /> Y <br /> 6 (.0 o p O N <br /> ih Lo N <br /> a z o <br /> Qvo JL JL co <br /> m <br /> PEA GRAVEL BACKFILL TYP I d I I I N N0 <br /> (OR APPROVED ALTERNATE) <br /> 0 U co <br /> 4 0 (n 0 0 0 <br /> PUL RUL - <br /> 12" PEA GRAVEL BACKFILL DIESEL <br /> TANK#3 TANK#2 TANK#1 m a� m o <br /> MATERIAL (OR APPROVED <br /> w C L w C w•(n c L Q� <br /> ALTERNATE) UNDER o o Q°i o <br /> � Nco� ° moo <br /> TANKS AND DEADMEN -0 °� ° L X o C) � <br /> o o� o c a�� o m c cn <br /> ;_ <br /> 22a co 2Lm02E <br /> a) s?U �X-0 74 <br /> m Q O sz� fns" a).� >.E <br /> O� N <br /> o E L U •C <br /> O <br /> c:4:_ =5 O> c:-0 cnwL OL <br /> 0 <br /> i O fA 5'—U <br /> H� <br /> ri <br /> C'4 <br /> V C ° N 0-Q C Lt- <br /> 3 3 in E E Q �� a�= oma} �— <br /> om > a) mem U) oa� <br /> 7„ 11„ 1„ 37„ 1 1„ 1 3 0 ° c ° �(DL ucz <br /> 5'-108 4'-12„ 1-41"2 5, 4„ 4'- 2 2-9 4-12 5'-6„ 4'-68„ 5'-108 4'-12„ 5, 6.. 6' 8„ 4'-11" 6'-102„ 4,_68,, ° <br /> w <br /> 18'-0" 18'-0" 18'-0" 18'-0" )FtOF ESS/ <br /> 3,_21„ 37'-91" 37'-83„ <br /> 2 4 3'-0" 4 3'-0" <br /> ui <br /> � m <br /> 35558 <br /> 0 78'-6"ol <br /> 9T FCHAN\GPN, <br /> LLJ <br /> OF CA��FO <br /> 10 ' DIA 20 , 000 GALLON TANK SECTION 03/23/21 <br /> SHEET: <br /> cl� " 1/4"=V-0" <br /> U W <br /> r ¢ <br /> = CD G <br /> 3 . 0 <br /> mz <br /> Wz <br /> z ¢ <br /> FUELING - USA CA <br />
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