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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
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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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File No. 20-3978-01.W 12 KLEINFELDER <br /> January 14, 1997 <br /> Drilling of Borings and Soil Sample Collection <br /> A total of 45 exploratory soil borings will be drilled in the vicinity of the existing/former above <br /> ground storage tanks (refer to Plates 2 through 9). A hand auger will be used to collect soil <br /> samples in the vicinity of the hydrochloric acid tank. Concrete cutting will be required to <br /> obtain samples in the vicinity of the hydrochloric acid tank, the sulfuric acid tank, the liquid <br /> caustic tank, and the muriatic acid tank. <br /> The exploratory borings will be advanced using a truck-mounted drill rig equipped with 6-inch <br /> diameter hollow stem augers. Soil samples will be collected beginning at a depth of 5 feet and <br /> ten feet for logging purposes and potential chemical analysis. The borings will be drilled, <br /> logged, and sampled according to the protocol described in Attachment B. The soil samples <br /> collected will be field screened using an organic vapor detector as described in Attachment B, <br /> Section B-2.2. The borings will be advanced to a maximum depth of 10 feet or until <br /> groundwater is encountered. Based upon previous investigations at the Spreckels property, <br /> groundwater is anticipated to be at a depth of 20 to 27 feet below grade. Therefore, <br /> groundwater samples are currently not anticipated to be obtained. <br /> The soil borings will be closed in accordance with the protocol described in Attachment B. <br /> Soil cuttings generated while drilling will be placed on and covered by visqueen and stored on <br /> site pending chemical analysis. Water generated during steam cleaning of auger and/or <br /> equipment will be left on site in labeled 55-gallon drums. Analysis and disposal of drill cutting <br /> and steam cleaning water is not included in this proposal <br /> Hand Ammer Soil Sampling <br /> A clean hand auger will be used to advance each soil boring to the desired sampling depth. Soil <br /> samples will be collected at depths of 0 to 6 inches, two feet and five feet below grade. Soil <br /> samples are obtained by driving a 2-inch diameter by 6-inch long brass tube into the soil using <br /> a slide hammer. The brass tube is then removed from the boring and sealed with Teflon <br /> sheeting and plastic end caps. The sample is then labeled, and placed in an iced cooler pending <br /> transportation to the analytical laboratory under chain of custody protocols. <br /> The hand auger borings will be logged, and sampled according to the protocol described in <br /> Attachment B. The soil samples collected will be field screened using an organic vapor <br /> detector as described in Attachment B, Section B-2.2. The hand auger borings will be <br /> backfilled with the cuttings generated during sampling. <br /> 1 aboratory Analysis <br /> Each of the soil and water samples selected for quantitative analysis will be submitted under <br /> chain-of-custody control to Sequoia Analytical of Sacramento, California, or Columbia <br /> Analytical Services (Columbia) of Kelso, Washington. <br /> 20-3978-01.W121207PE024 Page 3 of 01997, Kleinfelder, Inc. <br />
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