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REMOVAL_2001
Environmental Health - Public
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PR0517393
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REMOVAL_2001
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Entry Properties
Last modified
5/24/2021 2:00:59 PM
Creation date
11/5/2018 1:35:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
2001
RECORD_ID
PR0517393
PE
2381
FACILITY_ID
FA0013397
FACILITY_NAME
CAN CUN RESTAURANT PARKING LOT
STREET_NUMBER
342
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
342 N HUNTER ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HUNTER\342\PR0517393\REMOVAL 2001.PDF
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EHD - Public
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09/11.01 TGE 09:27 F.42 <br />KLEINFELDER <br />nn.-m.+u.+avrn+� amu.0 • <br />File No. 20-3908-01 <br />September 6, 2001 <br />Mr. Martin Thorpe <br />Jim Thorpe Oil Company <br />351 Beckman Road <br />Lodi, CA 95240 <br />Subject: FIELD DENSITY TESTS <br />CANCUN RESTAURANT <br />STOCK'TON, CALIFORNIA <br />Dear Mr. Thorpe: <br />This report presents the results of compaction tests taken at the subject project. As requested, a <br />representative of our firm performed tests at the site on July 31 and August 2, 2001. Seven tests <br />were taken by the nuclear probe test method at random locations on parking area subgtade. The <br />depth of backfill was approximately 5.0 feet. A sample of the material tested was brcught to our <br />laboratory for determination of the maximum density -optimum moisture content. The test <br />results, summarized on the attached table, conform to the compaction requirements of the project <br />specifications. <br />RECOP&MENDATIONS <br />Moisture Conditioning <br />The silty clay subgrade material at the site is expansive. In order to reduce the risk of heaving, <br />the clayey soils beneath concrete slabs should be wetted or pre-soaked to uniformly raise the <br />moisture content of the soil to at least 3 percentage poirrts above the optimum moisture content <br />or above the liquid limit of the soil, whichever is less. The depth of pre-soaking should extend to <br />a depth of at least 18 incbes below floor slabs. <br />;Moisture Testing <br />Moisture tests should be taken prior to placement of the moisture vapor barrier and/or reinforcing <br />steel to confirm that the elevated moisture content has been achieved. We stress that weather <br />conditions, e.g., temperature, wind, and humidity, at the time of moisture conditioning will <br />determine the amount of time allowed between moisture ccaditioning and slab placement. <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 should be taken no more tlxn <br />approximately 24 hours prior to slab placement. <br />20-3908-D 1; 20 '' P 1066 Page, of t <br />ILEI N5EIt��. <br />11N{�`'-'. Septembr 6, 2001 <br />lel > Ott �'y�tld Street, Steck:on, CA 95205.4/ Ra �;2C9i 9:8-134 �:?Dg}94e-U6nl lax <br />It 902 <br />
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