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COMPLIANCE INFO
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HOLMAN
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6441
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2200 - Hazardous Waste Program
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PR0514322
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COMPLIANCE INFO
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Entry Properties
Last modified
6/10/2020 8:12:20 AM
Creation date
6/3/2020 9:23:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0514322
PE
2229
FACILITY_ID
FA0010424
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
6441
STREET_NAME
HOLMAN
STREET_TYPE
RD
City
STOCKTON
Zip
95212
CURRENT_STATUS
01
SITE_LOCATION
6441 HOLMAN RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\HW\HW_2229_PR0514322_6441 HOLMAN_.tif
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EHD - Public
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r <br />L <br />P <br />C1 <br />u <br />LI <br />C <br />C <br />{ <br />0 <br />n <br />C' <br />C' i <br />Chase Chevrolet Waste Oil & Waste Antifreeze Tank Assessment 2010 <br />Chase Chevrolet -_Waste Antifreeze <br />cylindrical closed top vertical <br />Material of Construction: Steel <br />Shell Height, in <br />60.000 <br />Shell dia. In. <br />38.000 <br />Volume of Tank, in3 <br />68012.400 <br />Volume of Tank, gallons <br />294.426 <br />Working Volume, gal <br />264.983 <br />S.G. of contents <br />1030 <br />Weight of Contents, lbs <br />2276.260 <br />Tank Wall Thickness, mm <br />2.900 <br />Tank Wall Thickness, in <br />0.114 <br />Wt of Tank, lbs <br />842.000 <br />Total Weight of Tank and Contents, lbs <br />3118.260 <br />Zip Co de <br />95212.000 <br />Height of CG, in <br />27.000 <br />Overturning M oment Arm, in <br />27.000 <br />Resisting M oment Arm, in <br />19.000 <br />Ss <br />0.751 <br />SI <br />0.269 <br />Soil Class D <br />Fa <br />1.200 <br />Fv <br />1.862 <br />Sms <br />0.90 <br />Sml <br />0.50 <br />Sds <br />0.60 <br />Shc <br />0.334 <br />To <br />0.11 <br />Ts <br />0.556 <br />E, steel, psi <br />29000000.000 <br />I, in4 <br />9624.489 <br />k, Ibf/in <br />42540797.792 <br />T, sec <br />0.033 <br />a <br />1000 <br />Sds <br />0.60 <br />Importance Factor <br />1000 <br />Fp <br />831536 <br />Fp min <br />562.035 <br />Fp max <br />2997.52 <br />Fp rules <br />831536 <br />Overturning M oment, inlbf <br />22451473 <br />Resisting M o ment, inlbf <br />59246.944 <br />Resisting M oment > Overturning M oment <br />No Tension on Anchors <br />Qe <br />831.536 <br />pQe lbs <br />831.536 <br />.2Sds D <br />374.690 <br />E <br />1206.226 <br />U=1.2D+1.OE+.5L+0.2S <br /># of bolts <br />1000 <br />Vu lbs/bolt <br />831536 <br />Tu - lbs/bolt <br />-6.116 <br />No tension <br />U=0.9D-(13Wor 10)E <br />Vu lbs/bolt <br />831536 <br />Tu - lbs/bolt <br />-625.044 <br />No tension <br />Shear Strength of Anchor. Lbs <br />4760.000 <br /># of Anchors <br />1000 <br />Facto r o f Safety fo r Shear <br />5.724 <br />Strandberg Associates 1(866) 388-0404 (650) 329-8918 rwatergll rwatergqcom 22 <br />
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