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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0526874
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/1/2018 1:28:00 PM
Creation date
11/1/2018 8:32:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0526874
PE
2960
FACILITY_ID
FA0018201
FACILITY_NAME
FORMER MOBIL SERVICE STATION 99-CAS
STREET_NUMBER
75
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11514007
CURRENT_STATUS
01
SITE_LOCATION
75 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> PERMIT NO. 95- SOZ S <br /> (This no. shall be included on all <br /> reports. ) NOTE: <br /> Inspections shall <br /> DATE: 11/14/95 be made as the <br /> progress of the <br /> APPROVED TESTING LABORATORY: work calls for <br /> then. Inspection <br /> K1 F)NFE-MR, INC, agency shall <br /> 2825 E MYRTLE STREET leave on the job <br /> site a dated <br /> ON, UA 952o5record of each <br /> inspection made.,k ,� <br /> for each visit.' " " <br /> JOB NAME AND ADDRESS : If inspection_ <br /> record is not <br /> BACKFILL EXISTING EXCAVATION up-to-date it <br /> 75 E. ALPINE AV will be cause'to <br /> stop the work. ' <br /> STOC.YOTN, CA <br /> RE: , SPECIAL INSPECTOR AND/OR TESTS: <br /> 4 <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. r'= <br /> L:_ . ' . <br /> EXCEPTIONS : <br /> 1. Concrete for foundations conforming to minin&'1, - -` <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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