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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. 20-3978-01.W 14 MK L F I N F F L D F R <br /> January 6, 1997 <br /> SCOPE OF WORK <br /> Permit and Workplan Submittal <br /> Kleinfelder will collect soil samples from borings. The San Joaquin County Division of <br /> Environmental Health (EHD) requires a workplan and boring permit application for all <br /> sampling conducted for site assessment purposes. The proposed borings will require boring <br /> permits. Kleinfelder will also prepare a health and safety plan for use in the field. The health <br /> and safety plan will be included as part of the workplan. <br /> Drilling of Borings and Soil Sample Collection <br /> A total of eleven soil borings will be drilled in the vicinity of the solvent washdown area/auto <br /> slab (Plate 2). Six exploratory soil borings will be advanced at the truck wash area (Plate 3). <br /> The soil 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 2 feet, at 5 <br /> feet and 10 feet below the bottom of the existing concrete or asphalt surface. <br /> The borings will be drilled, 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 borings will be advanced to a <br /> maximum depth of 10 feet or until groundwater is encountered. Based upon previous <br /> investigations at the Spreckels property, groundwater is anticipated to be at a depth of 20 to 27 <br /> feet below grade. Groundwater samples will not be collected <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 or discharged to the existing waste <br /> water ponds. Analysis and disposal of drill culling and steam cleaning water is not included in <br /> this proposal. <br /> Hand Auger Soil Sampling <br /> A total of 7 hand auger borings will be advanced at the historical auto shed, and the tote storage <br /> area. Four hand auger borings will be advanced at the historical auto shed (Plate 4), and three <br /> hand auger borings will be advanced at the tote storage area. (Plate 5). Soil samples will be <br /> collected at the two and five feet below the bottom of the existing concrete or asphalt surface. <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, and two feet below grade. Soil samples are <br /> obtained by driving a 2-inch diameter by 6-inch long brass tube into the soil using a slide <br /> hammer. The brass tube is then removed from the boring and sealed with Teflon sheeting and <br /> 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 /> 10-3978-01.W141207PE01I Page 2 of January 6, 1997 <br /> Copyright 1997, Kleinfelder, Inc. <br />
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