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SITE INFORMATION AND CORRESPONDENCE
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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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kn KLEINFELDER <br /> An empluYee owned comµmV <br /> File No. 20-3908-01.M01ND <br /> December 8, 1995 <br /> Mr. Martin Thorpe <br /> Jim Thorpe Oil Company <br /> 351 Beckman Road <br /> Lodi, California 95240 <br /> Subject: FIELD DENSITY TESTS - TANK EXCAVATION BACKFILL <br /> 75 E. ALPINE AVENUE - STOCKTON, CALIFORNIA <br /> PERMIT NO. 95-5028 <br /> Dear Mr. Thorpe: <br /> This report presents the results of compaction tests taken at the subject project. At your request, <br /> Messrs. Steve Casado and Harold Cochran of our firm performed tests at the site on November <br /> 15 and 16, 1995, on a full-time basis. Twenty tests were taken by the nuclear probe test method <br /> at random locations on tank excavation backfill. <br /> The depth of backfill was approximately 10 feet. Samples of the materials tested were brought <br /> to our laboratory for determination of the maximum density-optimum moisture content. The test <br /> results, shown on Table I, conform to the compaction requirements of the project specifications. <br /> In our opinion, the tests are representative of the entire fill at this location and comply with <br /> Chapter 70, Section 7014(c) of the Uyuform Building Code. <br /> Since Kleinfelder, Inc. did not perform a geotechnical study for this site, we cannot accept any <br /> responsibility for the adequacy of any geotechnical recommendations. The scope of our work <br /> was strictly limited to density testing in the areas noted. <br /> We have employed accepted engineering and testing procedures. However, we do not undertake <br /> the guarantee of construction, nor do we relieve the contractor of his primary responsibility to <br /> produce a completed project conforming to the project plans and specifications. <br /> If you have any questions about this report, please call our office. <br /> Respectfully submitted, <br /> KLEINFELDER, INC. �I <br /> Dennis A. Quashnick, P.E. <br /> Project Engineer <br /> DAQ:Ir <br /> Attachment cc: City of Stockton <br /> KLEINFELDER 2825 East Myrtle Street, Stockton, CA 05205-4794 8091 `7311-1745 <br /> Copyright 1995 Kkmreldcr,Inc. <br />
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