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WORK PLANS FILE 1
EnvironmentalHealth
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DURHAM FERRY
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3500 - Local Oversight Program
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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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Geologicalredwcsinc. • • Page <br /> ' Work Plan <br /> George's Service <br /> Project No.425.2 <br /> August 14,2002 <br /> California split spoon sampler. All soil samples will be sealed with Teflon, capped with end <br /> caps, labeled and placed in a chilled cooler for transport to the laboratory following Chain <br /> of Custody protocol. <br /> Since only selected soil samples collected will be submitted for laboratory analysis, a <br /> screening process will be used to gather additional information through field observation. <br /> These observation include: <br /> • sediment type, especially grain size and clay content <br /> • moisture content <br /> • visible evidence of contamination, i.e., color change due to reduction of iron or <br /> discoloration from hydrocarbons and other pollutants <br /> • readings above background on a organic vapor meter (OVM) <br /> The OVM is a portable photo ionization detector that uses a 10.0 eV lamp to detect <br /> compounds with ionization potential below 10.0 eV(hydrocarbon range). <br /> 2.1.2 Soil Laboratory Analyses <br /> ' Up to five soil samples from borehole MW-201 and three soil samples from borehole MW- <br /> 106 will be submitted to Sherwood Laboratories of Hilmar (State Certified Laboratory <br /> #1400) for the following analysis: <br /> ' • BTEX by EPA method 8020 <br /> • MTBE by EPA method 8020 <br /> • TPH-G by EPA method 8015(m) <br /> • One sample from each boring will be tested for the oxygenate compounds (MTBE, <br /> TBA, DIPE, ETBE and TAME)by EPA method 8260 <br /> ' 2.1.3 Monitoring Well Construction <br /> 30-Foot Wells <br /> The monitoring wells will be constructed using 2.0-inch diameter PVC casing with flush <br /> threads. A short screen(2.5-feet in length) will be used. A#3 sand filter pack will surround <br /> and extend two feet above the 0.020 inch screened interval. A weighted bentonite pellet <br /> seal will be installed. A surface seal of neat cement grout (augmented with<4%bentonite) <br /> will be installed via a tremie pipe. The wells will be secured with locking watertight caps <br /> encased in flush mounted traffic rated well boxes. <br /> Construction details are as follows: <br /> We o. ta. creen of an ac rans. ea rout ea <br /> - san -s ace <br /> - san -su ace <br /> This is the same construction as MW-105. Figure 3 is a schematic of monitoring well <br /> construction. <br />
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