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WORK PLANS_PART 1 FILE 1
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009015
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WORK PLANS_PART 1 FILE 1
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Last modified
5/26/2020 2:11:25 PM
Creation date
5/26/2020 1:12:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PART 1 FILE 1
RECORD_ID
PR0009015
PE
2960
FACILITY_ID
FA0004094
FACILITY_NAME
J R SIMPLOT (OCCIDENTAL CHEMICAL)
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19818005
CURRENT_STATUS
02
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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• Screen - eight inch diameter, wire wound V notch, 110 feet <br /> total length installed in two independent sections, low <br /> carbon-steel <br /> EW-7 <br /> • Depth - 210 feet <br /> • Conductor Casing - minimum 16 inch diameter, 20 feet total <br /> length, low-carbon steel (required for reverse rotary method <br /> only) <br /> • Blank Casing - eight inch diameter, . 25 inch wall thickness, <br /> 141. 5 total length, low carbon steel <br /> • Screen - eight inch diameter, wire wound V notch, 70 feet <br /> total length, low carbon steel <br /> 2 . 2 Construction Specifications and Methods <br /> 2 . 2 . 1 Geologic Coreholes <br /> Well construction at each site will begin with the drilling of a <br /> pilot corehole to 210 feet. The 94 millimeter core system method <br /> or approved equivalent will be used. The supervising geologist <br /> will be on-site to maintain a lithologic log of the material <br /> encountered. The contractor will provide core boxes to retain <br /> samples for testing and inspection. <br /> 2 . 2 . 2 Sieve Analysis of Drill Cuttings <br /> The supervising geologist and the Contractor will select samples <br /> for mechanical analysis by a soils laboratory. The Contractor <br /> shall obtain the approval of the supervising geologist for the <br /> laboratory, sieve sizes, and methods of analyses to be used. The <br /> Contractor will deliver the samples to the laboratory and shall <br /> arrange for the analyses, which shall include a gradation curve for <br /> each sample analyzed. Two copies of the results of the analyses <br /> shall be furnished to the supervising geologist. <br /> 2 . 2 . 3 Geophysical Logging <br /> The Contractor will provide for geophysical logging of both <br /> coreholes. When the test hole has been drilled to the complete <br /> depth, circulation will be continued until all drill cuttings have <br /> been removed from the hole and the drilling mud in the hole is <br /> uniform. Circulation will be continued until the logging service <br /> equipment is on location, after which the drill pipe may be removed <br /> from the pilot hole. The geophysical log shall be conducted <br /> immediately thereafter. The geophysical log shall be one of the <br /> following: (1) a standard electrical survey with one spontaneous <br /> potential curve, gamma curve, and two resistivity curves or (2) an <br /> induction - electrical survey with a spontaneous potential curve, <br /> a 16 inch normal curve, and a 40 inch focused induction curve. The <br /> 2 - 2 <br />
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