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2900 - Site Mitigation Program
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PR0519126
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Last modified
7/24/2019 1:33:14 PM
Creation date
7/24/2019 1:17:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0519126
PE
2950
FACILITY_ID
FA0014313
FACILITY_NAME
SHELL FOOD MART
STREET_NUMBER
2320
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12521030
CURRENT_STATUS
01
SITE_LOCATION
2320 N EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Mr.Frank Girardi <br /> December 3,2007 <br /> CONESTOGA-ROVERS <br /> &ASSOCIATES <br /> borings will be targeted for groundwater sample collection. We will attempt to collect groundwater <br /> samples at three depth intervals (e.g., 50, 65, and 80 fbg) in borings CPT-1 through CPT-3 for vertical <br /> assessment. Groundwater samples from the CPT borings will be collected using Hydropunch sampling <br /> equipment. Each groundwater sample will be collected from a separate boring to minimize the <br /> possibility of cross-contamination during sampling. <br /> For the HSA borings, a CRA geologist will supervise the drilling and describe encountered soils using <br /> the Unified Soil Classification System. Soil samples from borings MW-7 and MW-8 will be collected at <br /> 5-foot intervals for soil description, possible chemical analyses, and organic vapor screening with a <br /> photo-ionization detector (PID). CRA will prepare an exploratory boring log for each well boring and <br /> will record PID measurements on the boring logs. <br /> CRA will retain soil samples designated for chemical analyses in stainless steel or brass sample tubes. <br /> CRA will cover the tubes on both ends with Teflon sheets and plastic end caps, label the soil samples, <br /> enter them onto a chain-of-custody record, and place them into a cooler with ice for transport to a State- <br /> of-California-certified laboratory for analyses. <br /> Monitoring Well Installation: Borings MW-7 and MW-8 will be drilled to approximately 10 feet below <br /> first encountered groundwater. The wells will be constructed using 4-inch diameter Schedule 40 PVC <br /> casing. The well screen interval will be from approximately 5 feet above to 10 feet below first <br /> encountered groundwater. The sandpack in each well will be placed from the bottom of the well screen <br /> up to 2 feet above the top of the well screen, followed by a 2-foot thick bentonite seal and cement grout <br /> to grade. Actual well construction details will be based on soil types and field conditions during drilling. <br /> Each well will be secured with a locking cap under a traffic-rated well box. <br /> Well Development and Sampling: Blaine Tech Services, Inc. (Blaine) of San Jose, California will <br /> develop the new groundwater monitoring wells prior to sampling. After well development, Blaine will <br /> sample the groundwater monitoring wells and submit the samples to a State-of-California-certified <br /> laboratory for chemical analyses. <br /> Wellhead Survey Activities: Following monitoring well installation, a licensed surveyor will survey <br /> wellhead elevations relative to mean sea level and the wells' latitude and longitude. <br /> Soil samples designated for chemical analysis will be retained in stainless steel or brass sample tubes. <br /> The tubes will be covered on both ends with TeflonTM sheets and plastic end caps. Groundwater samples <br /> will be contained in appropriate sample containers. Soil and groundwater samples will be labeled, <br /> 1641 4 <br /> Worldwide Engineering,Environmental,Construction,and IT Services <br />
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