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2900 - Site Mitigation Program
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PR0506482
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Last modified
2/5/2020 6:03:22 PM
Creation date
2/5/2020 4:11:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506482
PE
2950
FACILITY_ID
FA0007454
FACILITY_NAME
FOLSOM SOUTH CANAL PROJECT
STREET_NUMBER
0
STREET_NAME
KENNEFICK
STREET_TYPE
RD
City
COLLIERVILLE
Zip
94623
CURRENT_STATUS
01
SITE_LOCATION
KENNEFICK RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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location is presented in Table 1. As shown in Table 1,the proposed locations for soil <br /> sampling are in agricultural areas,near a railroad crossing,and near drainage from <br /> agricultural areas outside of the proposed alignment.The proposed sampling locations <br /> represent areas along Alignment 2 with the highest potential for encountering hazardous <br /> constituents in soil based on land use.The portions of the alignment not selected for soil <br /> sampling, for the most part,appear to be open country with no obvious indication of <br /> agricultural activity or other industrial activity.Therefore,soil in these areas is not likely to <br /> contain hazardous constituents. Borings will be drilled and sampled by Pitcher Drilling <br /> Company under the supervision of an OCC engineer. <br /> The borings will be logged at 5-foot depth intervals in accordance with the Unified Soil <br /> Classification System.A total of three soil samples will be collected from each boring. Soil <br /> samples will be collected in 6-inch-long,2-inch-diameter stainless-steel liners at <br /> approximately 0.5 foot,7.5 feet, and 15 feet below ground surface(bgs).The liners will be <br /> placed in a 2-i/2-inch-inner-diameter Modified California Sampler.At the required sample <br /> depth,the sampler will be driven into soil at the bottom of the boring using a 140-pound <br /> hammer. Blow counts will also be obtained for geotechnical purposes. The ends of the <br /> liners will be covered with Teflon-lined plastic end caps. Environmental sampling will be <br /> terminated at approximately 15 feet bgs. <br /> All samples will be stored in a cooled container and delivered to EBMUD's laboratory <br /> under chain-of-custody control within 24 hours of collecting the samples. A partially <br /> completed chain-of-custody form is included as an attachment. Upon reaching the targeted <br /> depth,the boring will be backfilled to ground surface with neat cement grout. Drilling <br /> equipment will be steam-cleaned before drilling and between borings to reduce the <br /> potential for cross contamination. Handling and disposal of soil cuttings are discussed in <br /> Section 3.4. <br /> 3.3 Task 3: Perform Laboratory Analysis <br /> At the laboratory, soil samples from the same boring will be composited into one sample. A <br /> total of eight composite soil samples will be analyzed for the following constituents: <br /> • Volatile organic compounds (VOCs) using U.S.Environmental Protection <br /> Agency (EPA)Method 8240 <br /> • Semivolatile organic compounds(SVOCs)using EPA Method 8270 <br /> • Total petroleum hydrocarbons as gasoline(TPHg)and benzene,toluene, <br /> ethylbenzene,and xylenes (BTEX)using EPA Method 8015 modified <br /> • Total petroleum hydrocarbons as diesel (TPHd) using EPA Method 3510/3550 <br /> • Polychlorinated biphenyls (PCBs)and pesticides using EPA Method 8080 <br /> • Total recoverable petroleum hydrocarbons TRPHs using EPA Method 418.1, and <br /> • California Code of Regulations (CCR)metals,including hexavalent chromium, <br /> using EPA 6000/7000 Series. <br /> Chemical analysis will be performed by EBMUD's laboratory. The EBMUD laboratory is a <br /> California-certified laboratory. <br /> SFOIFOLSAMPL.DOC 3 <br />
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