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2900 - Site Mitigation Program
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PR0506460
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Last modified
5/14/2020 1:19:31 PM
Creation date
5/14/2020 12:33:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506460
PE
2950
FACILITY_ID
FA0007440
FACILITY_NAME
ATHERTON KIRK/SPRECKELS
STREET_NUMBER
18800
STREET_NAME
SPRECKELS
STREET_TYPE
RD
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
18800 SPRECKELS RD
P_LOCATION
04
QC Status
Approved
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EHD - Public
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File No. 20-3978-0171 7 KL E IN F E LD ER <br /> November 22, 1996 <br /> 4YB1 <br /> SCOPE OF WORK <br /> Drilling Permit and Work Plan Submittal <br /> Kleinfelder will collect soil samples from exploratory borings. The San Joaquin County <br /> Public Health Services Department Environmental Health Division (PHS/EHD) requires <br /> a workplan and boring permit application for exploratory soil borings drilled for site <br /> assessment purposes. The proposed soil/Hydropunch [IT' borings will require boring <br /> permits. Kleinfelder will also prepare a health and safety plan for use in the field. <br /> Drilling of Borings and Soil Sample Collection <br /> A total of ten soil borings will be drilled in the vicinity of the suspected former fuel/steam <br /> line (refer to Plate 2). The soil borings will be advanced using a truck-mounted drill rig <br /> equipped with 6-inch diameter hollow stem augers. Soil samples will be collected <br /> beginning at a depth of 5 feet and every 5 feet thereafter for logging purposes and <br /> potential chemical analysis. The borings will be drilled, logged, and sampled according <br /> to the protocol described in Attachment B. The soil samples collected will be field <br /> screened using an organic vapor detector as described in Attachment B, Section B-2.2. <br /> The borings will be advanced to a maximum depth of 15 to 35 feet below existing grade. <br /> Based upon previous investigations at the Spreckels property, groundwater is anticipated <br /> to be at a depth of 20 to 27 feet below grade. Groundwater samples will also be collected <br /> in three of the ten borings by means of the Hydropunch IIT" <br /> The soil borings will be closed in accordance with the protocol described in Attachment <br /> B. Soil cuttings generated while drilling will be placed on and covered by visqueen and <br /> stored on site pending chemical analysis. Water generated during steam cleaning of <br /> auger and/or equipment will be left on site in labeled 55-gallon drums. Analysis and <br /> disposal gfdrill cultings and steam cleaning water is not included in this proposal. <br /> Hand Auger Soil Sampling <br /> Twenty-five hand auger borings will be advanced to a depth of I foot at random locations <br /> spaced out over the proposed residential development to evaluate the presence of <br /> agricultural chemicals. A soil sample will be collected at an approximate depth of 6 <br /> inches below grade. <br /> A decontaminated hand auger will be used to advance each soil boring to the desired <br /> sampling depth. A soli sample well be collected at a depth of approximately 6 inches <br /> below grade. Soil samples are obtained by driving a 2-inch diameter by 6-inch long brass <br /> tube into the soil using a slide hammer. The brass tube is then removed from the boring <br /> and sealed with Teflon sheeting and plastic end caps. The sample is then labeled, and <br /> placed in an iced cooler pending transportation to the analytical laboratory under chain of <br /> 20-3978-01.WR71MR960268 Page 2 of 01996, Kleinfelder, Inc. <br />
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