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ARCHIVED REPORTS XR0012595
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DURHAM FERRY
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4491
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3500 - Local Oversight Program
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PR0544625
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ARCHIVED REPORTS XR0012595
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Last modified
7/3/2019 8:24:10 PM
Creation date
7/3/2019 4:33:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012595
RECORD_ID
PR0544625
PE
3528
FACILITY_ID
FA0003113
FACILITY_NAME
ZAPIEN MARKET
STREET_NUMBER
4491
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25504003
CURRENT_STATUS
02
SITE_LOCATION
4491 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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r <br /> PHASE I HYDROGEOLOGE-TNVFSITGATION WORK PIATt <br /> 4491 West Durham Ferry Road,Tracy,California <br /> Dela Project No.40.9I.732 <br /> Page 4 <br /> s located northeast of the former gasoline underground storage tanks. Monitoring well locations are shown <br /> i <br /> in Figure 2. <br /> Installation of these monitoring wells will be performed by a state-licensed drilling contractor and supervised <br /> by a qualified geologist under the supervision of a registered geologist. Proposed monitoring well <br /> construction details are shown in Figure 3. <br /> t <br /> Installation of the monitoring wells will iwvolve drilling an 8-Inch-diameter borehole to a depth of <br /> appraidmately 30 feet below ground surface,or a minimum of 10 feet below the ground water surface,and <br /> installing 15 feet of 2-inch-diameter,No.20 slot,polyvinyl chloride(PVC)well screen,and 15 feet of Bush., <br /> threaded blank PVC casing. The annular space surrounding the screened interval will be backfilled with <br /> No.3 Monterey sand to a point approximately 2 feat above the top of the screened interval;a 2-foot-thick <br /> 4 <br /> bentonite seal will be placed above the sand. The annular space above th,bentonite seal will be filled with <br /> jj a neat cement,and a flush:mounted well vault will be Installed to provide a secure well head. <br /> k <br /> 3A Decontominatlon <br /> All drilling and samp!ing equipment will be cleaned before each soil boring is drilled using a high-pressure <br /> steam cleaner. The California split-spoon sampler will be cleaned with phosphate-free soap and rim with <br /> water:allowing each sample collection. <br /> 3.S Solt Cuttings <br /> Drill cuttings from the soil borings will be placed an visquine and stored on site. Upon receipt of the <br /> chemical results of the soil samples collected froz the soil borings,final disposal of the soil cuttings will be <br /> r determined. <br /> i <br /> 33.6 Monitorine Well Revelonment <br /> After Installation,each monitoring well will be developed using a suction-lift pump until the water extracted <br /> is sediment-free. No water or chemicals will be introduced into the monitoring wells during well <br /> L development. Ali development water will be contained and placed in drums,and will be stored on site. The <br /> disposition of the development water will be determined based on chemical results of the ground water <br /> _ <br />
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