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SITE INFORMATION AND CORRESPONDENCE FILE 2
Environmental Health - Public
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DURHAM FERRY
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3500 - Local Oversight Program
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PR0544624
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SITE INFORMATION AND CORRESPONDENCE FILE 2
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Last modified
7/3/2019 6:16:25 PM
Creation date
7/3/2019 3:32:21 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
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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. Page 2 of 6 <br /> From: Andrew Dorn <br /> Sent: Friday, May 17, 2013 3:37 PM <br /> To: Vicki McCartney [EH] <br /> Cc: Ray Kablanow; Jenny Weese <br /> Subject: RE: George' Service - 1600 Durham Ferry Road, Tracy <br /> Hello Vicki, <br /> Here is the additional information you requested for the Additional Air Sparge Well Installation <br /> Work Plan: <br /> Well Installation <br /> The air sparge (AS) well boreholes will be drilled by a licensed driller, using an 8-inch outside <br /> diameter, continuous flight, hollow stem auger to a depth of 25 feet below grade. The AS wells <br /> will be constructed similar to air sparge wells AS-1, AS-2 and AS-3, using 1.0 inch diameter PVC <br /> casing with flush threads. The sparge point will consist of a 5-foot long fine screened interval <br /> designed to produce fine bubbles with maximum surface area. A #12 sand filter pack will <br /> surround and extend 1 foot above and below the sparge point. A three-foot transition seal will be <br /> installed above the sand pack by adding weighted bentonite pellets. A surface seal will be <br /> achieved by pumping a neat cement grout (augmented with < 4% bentonite) via a tremie tube. <br /> The tops of the wells will be provided with an injection wellhead. <br /> Soil Sampling <br /> Select soil samples will be collected in 6.0-inch brass liners using a 2.0-inch modified California <br /> split spoon sampler. All soil samples will be sealed with Teflon, capped with plastic end caps, <br /> labeled and placed in a cooler at 4° Celsius for transport to a California certified laboratory under <br /> Chain of Custody procedures. Since all three (3) wells will be installed within the excavation <br /> backfill, soil samples will be collected for laboratory analysis and lithology at depths beneath the <br /> bottom of the excavation. These soil samples will be analyzed for TPH-g& BTEX constituents by <br /> EPA method 8260B. <br /> I have attached the laboratory results from the January 2013 and May 2013 groundwater sampling <br /> events. In addition I attached Table 1 with the added units. <br /> Let me know if you have any further questions or concerns. <br /> Thank you, <br /> Andrew Dorn <br /> Ground Zero Analysis, Inc. <br /> 6Geological Technics <br /> 1172 Kansas Ave <br /> Modesto,CA 95351 <br /> (209)522-4119 <br /> andrewd@gtienv.com <br /> gti@atienv.com <br /> 5/21/2013 <br />
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