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Last modified
7/7/2020 9:15:52 AM
Creation date
7/7/2020 9:09:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0535375
PE
2960
FACILITY_ID
FA0020405
FACILITY_NAME
ERNIES GENERAL STORE
STREET_NUMBER
4407
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08710059
CURRENT_STATUS
01
SITE_LOCATION
4407 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' 0 <br /> ' 26 January 2007 <br /> AGE-NC Project No. 01-0839 <br /> Page 4 of 12 <br /> augers. The drill rig and three-man crew were provided by Mitchell Drilling Environmental of <br /> ' Eureka,California. Soil samples in the 60-foot pilot borings(V W 1,V W3,and V W6)were collected <br /> ahead of the drill bit using a California modified, 18-inch split-spoon sampler loaded with three pre- <br /> cleaned,2-inch by 6-inch brass sleeves.The samples were collected from the pilot borings at 5-foot <br /> intervals,beginning at 5 feet bsg,using a 140-pound hammer to advance the sampler. The number <br /> of blows required to advance the sampler over each 6-inch increment of the 18-inch sampling <br /> ' interval was recorded on the boring logs.After sample recovery,both ends of the middle sleeve were <br /> covered with Teflon sheets, capped, and sealed with tape.No soil samples were collected from the <br /> 30-foot borings (VW2, VW4, and VW5). <br /> All sample sleeves were labeled with the sample location, date, time, designation, and sampler's <br /> initials, then stored on ice and transported under chain of custody to CTEL for analysis for the <br /> petroleum hydrocarbon constituents listed in Section 2.2.. <br /> All sampling equipment was washed in an Alconox solution and rinsed with water prior to each <br /> ' sampling run to minimize cross-contamination.Soil cuttings generated from drilling activities were <br /> stored on-site in properly labeled,Department of Transportation(DOT)-approved 55-gallon drums <br /> pending proper disposal. The soil vapor extraction well locations are depicted on Figure 2. <br /> 1 <br /> 3.2. LOGGING <br /> ' Soil was extruded from the remaining brass sleeves and visually described by an AGE geologist in <br /> ' accordance with the Unified Soil Classification System (USCS; see Appendix D for boring logs). <br /> ' 3.3. WELL COMPLETIONS <br /> Pilot borings VW 1,VW3, and VW6 were completed as vapor extraction wells VW-1, VW-3, and <br /> ' <br /> VW-6 using 2-inch diameter, Schedule 40 polyvinylchloride(PVC)casing with 0.020-inch slotted <br /> screen installed from 45 feet to 60 feet bsg.Pilot borings VW2,VW4,and V W5 were completed as <br /> vapor extraction wells VW-2, VW-4, and VW-5 using 2-inch diameter, Schedule 40 PVC casing <br /> ' with 0.020-inch slotted screen installed from 15 feet to 30 feet bsg. The filter pack(No. 3 Lonestar <br /> sand)was installed from 43 feet to 60 feet bsg in wells W-1,VW-3,and VW-6 and from 13 feet to <br /> 30 feet in wells VW-2, VW-4, and VW-5 and a nominal 2-foot bentonite chip plug was installed <br /> ' above the filter pack in each well and hydrated. The remaining annular space was filled to near the <br /> surface with aportland cement grout mix and water-tight,traffic-rated well boxes were installed over <br /> the wells. As-built well diagrams are depicted on the boring logs in Appendix D. <br /> ' Advanced GeoEnvironmental,Inc. <br />
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