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2900 - Site Mitigation Program
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PR0526717
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Last modified
2/19/2020 4:56:53 PM
Creation date
2/19/2020 4:39:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0526717
PE
2950
FACILITY_ID
FA0018089
FACILITY_NAME
TEIXEIRA-SOUZA PROPERTY
STREET_NUMBER
18353
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
20945014
CURRENT_STATUS
01
SITE_LOCATION
18353 W GRANT LINE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Proposal Workplan Page 3 <br /> TEIXEIRA SOUSA—GROUNDWATER ASSESSMENT <br /> December 18,2006 <br /> WKA No.: 3PRO6195 <br /> This work plan assumes that based on field observations, one soil sample per boring will be retained <br /> and potentially be submitted for laboratory analysis. <br /> Based on our previous experience at the Site, we assume that groundwater should be encountered at <br /> depths ranging from 10 to 15 feet below ground surface. Grab groundwater samples will be <br /> collected from the terminal depth of each boring, approximately 15 to 20 feet below ground surface, <br /> where groundwater is encountered. During the collection of grab groundwater samples, field <br /> parameters for pH, turbidity, dissolved oxygen, electrical conductivity, and temperature will be <br /> collected and recorded. The final depth-to-water of the groundwater surface will be measured using <br /> an electronic sounder with a tape graduated in 1/100ths of a foot. <br /> After sampling, each boring location will be backfilled with a bentonite slurry and capped, in <br /> accordance with SJCEHD requirements. To estimate the local direction of groundwater flow and a <br /> groundwater gradient, a limited number of the sampling locations will be marked and surveyed to <br /> establish relative ground surface elevations. Groundwater elevations and a gradient will then be <br /> calculated using the survey data in conjunction with depth-to-water measurements obtained during <br /> the soil and groundwater grab sampling. The direction of groundwater flow will also be estimated <br /> from the results of the groundwater elevation calculations. <br /> Using the proposed sampling methodologies, minimal soil cuttings and purge water will be <br /> generated, which we assume will not require profiling and off-site disposal to a local landfill. <br /> Task 3: Laboratory Analysis <br /> Selected soil and groundwater samples will be submitted to a Department of Health <br /> Services-certified laboratory and analyzed on a standard 10-day turn-around basis. All samples will <br /> be placed in an ice-chilled cooler after collection and submitted within laboratory-specified <br /> holdtimes for analysis. Per the tentative MRP, selected soil samples will be analyzed for the <br /> following parameters: <br /> • Specific conductivity(EPA 120.1) <br /> • Nitrate as nitrogen (EPA 300.0) <br /> • Ammonium as Nitrogen(EPA 300.0) <br /> • Phosphorus (EPA 365.2/SM 4500-P) <br /> • Potassium (EPA/STDM) <br /> • pH (EPA 150.1) <br /> INK <br /> WALLACE•KUHL <br /> Er ASSOCIATES INC. <br />
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