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WORK PLANS FILE 1
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PR0544624
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WORK PLANS FILE 1
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Last modified
7/3/2019 5:46:33 PM
Creation date
7/3/2019 3:28:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0544624
PE
3526
FACILITY_ID
FA0005206
FACILITY_NAME
GEORGES SERVICE
STREET_NUMBER
1600
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25510004
CURRENT_STATUS
02
SITE_LOCATION
1600 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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C7M&9kAITCdMtis/nc. • • Paget <br /> Work Plan <br /> George's Service <br /> Project No.425.2 <br /> August 16, 2004 <br /> In the letter dated June 28, 2004, Nuel C. Henderson, Jr., R.G., San Joaquin County <br /> Environmental Health Department (EHD) reviewed and accepted the proposed method of in <br /> situ oxidation remedial method in the Feasibility study dated 28 April 2004, and asked us to <br /> prepare and submit the work plan for Bench Scale Testing. This report is the work plan for <br /> Bench Scale Testing for in situ oxidation as a remedial method. <br /> 2.0 PURPOSE OF STUDY <br /> The purpose of this following proposed bench scale study is to evaluate the effects of <br /> injecting ozone into the aquifer materials on the mobilization of metals into solution. This <br /> study will follow the requirements given by Central Valley Regional Water Quality Control <br /> Board (CVRWQCB), which is attached in Appendix A. The bench scale study will help to <br /> determine the effectiveness of this in situ remedial process and its cost effectiveness. <br /> 3.0 SAMPLING PROCEDURE <br /> The soil samples will be taken from Bench Scale Sampling (BSS) location as shown in <br /> Figure 2. The cross section of the site is shown is Figure 3. One sample will be collected <br /> from the upper clay unit at 10 to 12 ft bgs and the other sample will be collected from the <br /> upper sandy unit at 20 to 22 ft bgs. <br /> These samples will be mixed together in equal proportions to make 50:50 ratio. This location <br /> for sampling will provide enough room for drilling away from other subsurface influences <br /> such as closely spaced well and soil excavation. Soil samples will be collected using a <br /> licensed driller. All soil core samples will be sealed with Teflon, capped with end caps, <br /> marked for vertical orientation, labeled and placed in a chilled cooler for transport to the <br /> laboratory following Chain of Custody protocol. <br /> 4.0 BENCH SCALE TEST LABORATORY <br /> The soil and water samples will be sent to the SECOR International Inc. The work plan from <br /> SECOR is appended in Appendix B with cost table for the bench scale study. <br /> 4.1. Soil Laboratory Analyses <br /> SECOR International Inc. will analyze the soil samples and will prepare a study report <br /> evaluating the data in light of the objectives stated in work plan (Appendix B). <br />
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