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REMOVAL_1995
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0231085
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REMOVAL_1995
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Last modified
7/6/2020 4:43:33 PM
Creation date
11/4/2018 4:09:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
1995
RECORD_ID
PR0231085
PE
2381
FACILITY_ID
FA0003520
FACILITY_NAME
DENS AUTO REPAIR INC
STREET_NUMBER
308
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
149063301
CURRENT_STATUS
02
SITE_LOCATION
308 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\E\EL DORADO\308\PR0231085\REMOVAL 1995.PDF
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EHD - Public
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PERMIT NO. <br /> (This no. shall be included on all <br /> reports. ) <br /> NOTE: <br /> DATE: April 18, 1995 Inspections shall <br /> be made as the <br /> APPROVED TESTING LABORATORY: progress of the <br /> work calls for <br /> Arrowhead En them. Inspection <br /> Engineering agency shah <br /> 1681 Cuming Dr. , Suite 143, Box 5 leave on the job <br /> site a dated <br /> Modesto, CA 95358 record of each <br /> ( 209) 574-0851 inspection made <br /> for each visit. <br /> JOB NAME AND ADDRESS: If inspection <br /> Den' s Auto Repair record is not <br /> up-to-date it <br /> 308 S. E1 Dorado St. Bld A will be cause to <br /> stop the work. <br /> Stockton, CA 95203 <br /> RE: SPECIAL INSPECTOR AND/OR TESTS: <br /> We would like to confirm your company's retention as special <br /> inspector and/or testing agency on the above-named job. The item <br /> or items checked below require the owner to employ a special <br /> inspector during construction as per Section 306 of the Uniform <br /> Building Code. <br /> ( ) 1. CONCRETE: During the taking of test specimens and <br /> placing of reinforced concrete. See Item 12 for <br /> shotcrete. <br /> EXCEPTIONS: <br /> 1. Concrete for foundations conforming to minimum <br /> requirements of Table No. 29-A or for Group R, <br /> Division 3 or Group M, Division 1 Occupancies, <br /> provided the building official finds that a special <br /> hazard does not exist. <br /> 2 . For foundation concrete when the structural design <br /> is based on an f'c no greater than 2,500 pounds per <br /> square inch (psi) . <br /> 3 . Nonstructural slabs on grade, including prestressed <br /> slabs on grade when effective prestress in concrete <br /> is less than 150 psi. <br />
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