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COMPLIANCE INFO_PRE 2019
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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P
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PICCOLI
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1990
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2200 - Hazardous Waste Program
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PR0514089
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COMPLIANCE INFO_PRE 2019
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Last modified
1/5/2022 2:43:26 PM
Creation date
11/1/2018 4:24:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0514089
PE
2247
FACILITY_ID
FA0003826
FACILITY_NAME
Supervalu
STREET_NUMBER
1990
Direction
N
STREET_NAME
PICCOLI
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10121001
CURRENT_STATUS
01
SITE_LOCATION
1990 N PICCOLI RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\kblackwell
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FilePath
\MIGRATIONS\P\PICCOLI\1990\PR0514089\RTC 4_18_08 INSPECTION\RTC 4_18_08 INSPECTION.PDF
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EHD - Public
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SNYDER INDUSTRIES INC. <br />TANK RESTRAINT CALCULATIONS -SEISMIC & WIND ANALYSIS <br />PROJECT NAME <br />DESIGN CRITERIA <br />SNYDER INDUSTRIES INC. <br />DATE 5/18/2011 <br />BY TAM <br />JOB# E10-071 <br />2009 IBC/2006 IBC - Section1613 & ASCE 7-05 Section 15.4.2 <br />CONTAIN <br />TANK <br />TANK <br />TANK <br />CONTENT <br />PRIMARY <br />TANK <br />TANK <br />TANK <br />TANK <br />CONT. <br />TANK <br />DIAM. <br />HT. <br />WT. <br />SPEC. <br />TANK <br />CAP. <br />DIAM. <br />HT <br />WT. <br />WT. <br />MODEL # <br />(FT) <br />(FT) <br />(LBS) <br />GRAY. <br />MODEL # <br />(GAL) <br />(FT) <br />(FT) <br />(LBS) <br />(LBS) <br />10003ON <br />1.92 <br />3.3175 <br />1.9 <br />568d000N <br />60 <br />1.83 <br />3.29 <br />75 <br />951 <br />SEISMIC DESIGN CRITERIA: CODE REFERENCE <br />SEISMIC SHEAR: Veq = .3*SDS*I*W*.7 Eq. 15.4-5 (ASCE 7-05) <br />Where: I = 1.50 <br />W= 1,101 (Weight of Contents + Tank Weights) IIECEIV <br />SDS = 1.066 <br />JUL 2 8 201° <br />Lateral Veq = 0.336 x W <br />ENVIRONMEN' <br />0EPARTty; <br />INNER TANK <br />MODEL # <br />TANK CAP <br />(GAL) <br />DIAM <br />(FT) <br />TANK <br />HT (FT) <br />TANK WT <br />(LBS) <br />La7(LBS) <br />Veq <br />Mot (FT- <br />LBS) <br />Mr (FT - <br />LBS) <br />Mr:Mot <br />568000ON <br />60 <br />1.83 <br />3.29 <br />75 <br />370 <br />608 <br />634 <br />1.04 <br />NOTES: All tanks listed are stable against overturning for 2009 IBC/2006 IBC seismic forces except where noted. Anchor <br />assemblies are required to restrain the tanks from sliding for 2006 IBC seismic forces. The number of bolts <br />required Is computed based on allowable shear value for: <br />3/4" Hilti HIT -RE 500 SD Adhesive Anchor, See Attached Calculation, ICC -ES # ESR -2322 <br />TANK MODEL # Model number for primary tank <br />TANK CAP <br />Capacity of primary tank in gallons <br />TANK DIAM. <br />Tank diameter of containment tank <br />TANK HT <br />Tank height of primary tank <br />TANK WT <br />Weight of primary tank+containment tank <br />Page 2 <br />
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