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INSTALL_2018
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231532
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INSTALL_2018
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Last modified
9/22/2021 10:24:33 AM
Creation date
11/8/2018 10:24:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2018
RECORD_ID
PR0231532
PE
2351
FACILITY_ID
FA0000185
FACILITY_NAME
CITY GAS & LIQUOR
STREET_NUMBER
16470
STREET_NAME
CAMBRIDGE
STREET_TYPE
ST
City
LATHROP
Zip
95330
APN
19643032
CURRENT_STATUS
01
SITE_LOCATION
16470 CAMBRIDGE ST
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
FilePath
\MIGRATIONS3\C\CAMBRIDGE\16470\PR0231532\INSTALL 2018.PDF
QuestysFileName
INSTALL 2018
QuestysRecordDate
7/2/2018 8:57:03 PM
QuestysRecordID
3932889
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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Q Deadmen inputs <br /> ®Bottom Slab inputs JAN 1 8 <br /> 3_ I Y'Wim►L Th <br /> ' Unit Weights <br /> Water Backfill Submerged Backfill Concrete Submerged Concrete <br /> ' ,xa-62.4-pcf ^i$F= IOOpef �tsub BF- 58.4 pcf cone - 150 pcf 'Ysub cont= 87.6•pcf <br /> Dry weight of soil: Submerged saturated weight of soil: The lighter soil weights <br /> peagravel = 100 pcf, peagravel = 58.4 pcf, are used for backfill to <br /> sand or crushed stone= 120pcf sand or crushed stone= 75 pcf provide a conservative <br /> heavy soil = 130 pcf heavy soil worse case = 85 pcf analysis <br /> 1 <br /> Number of Risers <br /> NRisers:= 4 <br /> rRiser Inputs <br /> Riser Locations OD Risers <br /> from Left End Tank <br /> 6 ' 0.875" 6.07 48 <br /> 1.3 5,125 1 ,4, 42 <br /> 1 <br /> 23 8:375 23.70 42 <br /> 30 6.875 30.57 48 <br /> 1 - ft f itl IR'- fl: OD' = in For each riser, <br /> 0 0 0.00 Riser 0 ENSURE that the <br /> 0 0 0.00 0 riser location <br /> 0 0 0.00 0 and diameter <br /> r 0 0 00 0 are in same rows <br /> 0 <br /> of the matrix <br /> 1 <br /> r <br /> r <br /> City Gas and Food-Lathrop CA-dwg 21366-000_DWB_8ft 6M-6M_ver 2 60-10-17-16.xmcd Page 8 of 15 <br /> Date Printed: 2/7/2017 <br /> r <br />
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