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COMPLIANCE INFO_2020
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0231604
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COMPLIANCE INFO_2020
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Last modified
8/16/2023 4:41:45 PM
Creation date
6/11/2020 2:30:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2020
RECORD_ID
PR0231604
PE
2361
FACILITY_ID
FA0000650
FACILITY_NAME
GAS & SHOP
STREET_NUMBER
1002
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102012
CURRENT_STATUS
01
SITE_LOCATION
1002 FRONTAGE RD
P_LOCATION
05
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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NOTE : PEDESTAL 54" X 28 " SLOPE <br /> DOWN 1 . 5" TO DRIVE SLAB <br /> ALL NEW CONCRETE REPLACEMENT SHALL BE <br /> 5 . 5 SACK CEMENT PER CUBIC YARD <br /> a <br /> _ PEDESTAL <br /> PAVEMENTS BEING REPLACE SHALL BE IN KIND WITH - <br /> ' <br /> 3 - 8" X 2 ' - 0" — o <br /> CONCRETE BEING A MINIMUM OF 6 " THICK 5 . 5 SACK -PER CUBIC YARD . # 5 X 18 " DOWEL INTO ADJACENT P <br /> CONCRETE 6 " DEEP IN CENTER OF SLAB AT 24 " CENTERS . L PER F - 5 PIPING PLAN <br /> # 4 REBAR AT 12 " CENTERS LONGITUDINALLY . PARTIAL o <br /> TANK SLAB REPLACEMENT AND DISPENSER PEDESTALS PIP <br /> SAME AS TRENCHES ACCEPT THE REINFORCEMENT SHALL ❑ ;' <br /> BE # 4 AT 12 " CCEW c� <br /> 4'-6 " (a <br /> N <br /> SAW CUT PAVEMENT TYP . 6 '-6 " <br /> CONCRETE PAVEMENT OR SLAB � <br /> N <br /> PEDESTAL & BOLLARD PLAN VIEW <br /> w <br /> 0 <br /> U <br /> 18 " <br /> PEA GRAVEL <br /> PRODUCT PIPING PER <br /> NATIVE SOIL NFPA 30A 2015 EDITION <br /> g" 4 O CHAPTER 5 PARA 5 . 2 . 4' MINIMUM , 5' MAX . o <br /> O O +z <br /> ❑ ADEQUATE PROTECTION <br /> Q FROM DISPENSER a o o <br /> PEA GRAVEL NFPA 30 2008 EDITION I 1 AS PER CFC 2303 . 1 . 1 u Y m Lo6 .. <br /> I <br /> I <br /> PARA 27 . 6 . . 5 . 4 COVER 12 w U <br /> 0 =; <br /> 0 <br /> I I U <br /> Q <br /> U LL <br /> 1 I w <br /> o <br /> p N pC <br /> 1 p NO p <br /> 1 <br /> 1 <br /> a <br /> FUEL DISPENSER <br /> SEE E- LIST & TEMPLATE <br /> I 1 U <br /> I I � <br /> 6" MINIMUM SET BACK FROM NATIVE SOIL AND 4 " FROM <br /> OTHER PIPING & PAVEMENTS . TYPICAL FOR ALL PIPING <br /> a� <br /> CONCRETE DRIVE o <br /> MINIMUM SPACE REQUIRED FOR CROSS OVER ARE 1 . 5 TIMES SLAB 8 " THICK ' ' <br /> m a) O <br /> THE DIAMETER OF THE PIPE o <br /> I 4'-6 " 1 a °) m <br /> I 1 a irL <br /> SLOPE REQUIREMENT FOR THE PIPE IS 1 /8 OF INCH PER FOOT a M CD <br /> (n <br /> z o <br /> 3 � Qrr <br /> PEDESTAL < — <br /> m <br /> WRAP WITH 30# FELT ll w o o er <br /> 4' WX6 ' LX7 . 5" H 0 w0 <br /> IN THE EVENT THERE IS UTILITY OR OTHER PIPING CROSSING <br /> THERE IS 6 " MINIMUM CLEARANCE REQUIREMENT. SPACING OF FUEL Date : <br /> - - - - - - - - - - - - - - - - - - <br /> PIPING IS MADE FOR BACKFILLING COMPACTION OR REPAIR , <br /> UNDER DISPENSER SUMP 7/22/ 18 <br /> SEE E- LIST AND CUTS <br /> IN THE EVENT ELECTRICAL CONDUIT IS TO OCCUPY THE SAME TRENCH <br /> PEA GRAVEL Scale : <br /> IT SHALL BE SEPARATED FORM THE PRODUCT PIPING BY 3 " <br /> PEA GRAVEL Not in scale <br /> PIPING TRENCH & TANK SLAB <br /> REPAIR DETAIL PEDESTAL & BOLLARD DETAIL Sheet No : <br /> F9 <br />
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