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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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99 (STATE ROUTE 99)
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10878
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3500 - Local Oversight Program
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PR0544832
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 1:57:05 PM
Creation date
9/16/2019 12:09:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544832
PE
3528
FACILITY_ID
FA0001146
FACILITY_NAME
MORADA CHEVRON FAST N EASY #60*
STREET_NUMBER
10878
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95212
APN
08607002
CURRENT_STATUS
02
SITE_LOCATION
10878 N HWY 99 E
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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'File No. 20-1114-93 <br /> July 12, 1993 <br /> Page 2 of 2 <br /> I <br /> I1 <br /> Generally, moisture tests should be taken no more than three days prior to slab placement. <br /> However, in hot and/or windy weather, moisture tests i'should be taken no more than ] <br /> approximately 24 hours prior to slab placement. �' ! <br /> We recommend our firm be contacted prior to moisture ''conditioning in order to provide <br /> consultation regarding the time frame for moisture testing. <br /> LBUTATIONS �? � .�. n <br /> The tests were performed at and below finished subgrade and are only representative of the <br /> locations tested. The depth of backfill is unknown. <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 ofs!his primary responsibility to <br /> produce a completed project conforming to project plans and specifications. <br /> i <br /> li <br /> If you have any questions about this report, please give us a call. <br /> Respectfully submitted, <br /> KLEINFELDER, INC. <br /> M . <br /> Dennis A. Quashnick, P.E. 1I <br /> Project Engineer <br /> DSH:mhS93 <br /> Attachment <br /> l <br /> ij <br /> .i <br /> Copyright 1993 Kleinfelder, Inc. <br />
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