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INSTALL_2018
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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
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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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JAN 18 2018 <br /> Soil Ballast Geometry + ''L t <br /> Based on fidl scale float out tests in peagravel by Owens Corning(Now Containment Solutions), <br /> the maxim um wedge angle is 23 degrees. A conservative value of 15 degrees will be used, but any <br /> value between 0 and 23 degrees maybe selected. Wedge angles of zero will be used for multi tank <br /> installations with tanks side by side or end to end. <br /> ' Various soil wedge angles are used depending on the method of anchoring. <br /> or tanks without anchoring, the soil wedge at the ends of the tank and along the sides of the tank are <br /> onsidered. If multiple tanks are considered installed side by side, the side wedge will be truncated <br /> t a point half way between the tanks. <br /> Soil wedge at tank ends w/o anchor Soil wedge on tank sides w/o anchor <br /> system (max 23 deg) system, (max 23 deg) <br /> Owedge_end_tank=5deg Set end wedge angle Owedge_tank =0•deg Set side wedge angle <br /> (Owedge_end_tank )to 0 if (Owedge_tank)to 0 if the <br /> the tank will be installed tank will be installed <br /> end to end with another beside another tank <br /> tank <br /> or tanks with anchoring, the soil wedges acting on the tank and on the anchors can be independently <br /> et. The most conservative case is to use a soil wedge angle of 0 on the sides of the tank. In this case, <br /> my the soil directly over the tank and the soil wedge at the ends of the tank will be considered to be <br /> cting directly on the tank. The anchors will then utilize the column of soil directly over the anchor <br /> nd the soil wedge on the sides of the anchor. <br /> However, if a wedge angle is set for the tank sides, the soil in the wedge will be considered to be <br /> cting on the tank and not on the anchor. <br /> n both cases, it multiple tanks are considered installed side by side, the wedges will be truncated at a <br /> oint half way between the tanks. <br /> Soil Wedge at tank ends with Anchor stem System Soil Wedge at tank sides with Anchor S <br /> Y g y <br /> Owedge_end_tank_wa=Sdeg <br /> Set end wedge angle Set side wedge angle <br /> (Owedge_end_tank wa) �)wedge_tank_wa—Odeg ((�wedge_tank_wa)to 0 if <br /> to 0 if the tank will be the tank will be <br /> installed end to end installed beside <br /> with another tank another tank <br /> Soil wedge at dead man ends (max 23 deg) Soil wedge at dead man on tank sides <br /> (max 23 deg) <br /> Owedge_end_dm— 5de6 Set end wedge angle Owedge_dtn=0 deg Set side wedge angle <br /> (wedge end dm) to 0 if the (Owedge_dm)to 0 if the <br /> tank will be installed end tank will be installed <br /> to end with another tank beside another tank <br /> City Gas and Food-Lathrop CA-dwg 11313-002_8ft 12M_ver 2 60 10-17-16.xmcd Page 5 of 15 <br /> Date Printed: 2/7/2017 <br />
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