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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0503634
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/7/2019 4:40:56 PM
Creation date
5/7/2019 4:15:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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ENVIRONMENTAL HEALTH VEPARTMENT <br /> SAN JOAQUIN COUNTY <br /> f: Unit Supervisors <br /> Donna K.Reran,R.E.H.S. 304 East Weber Avenue, Third Floor g� <br /> ac .� Carl Bor an,R.E.H.S. <br /> Director Mike Huggins,R.E.H.S.,R.D.I. <br /> At Olsen,R.E.H.S. Stockton, California 95202-2708 Douglas W.Wilson,R.E.H.S. <br /> • Cq(,FQpN�P , Program Manager <br /> Laurie ,R.E.H.S. Telephone: (209) 468-3420 Margaret Lagorio,R.E.H.S. <br /> Program <br /> raamm Manager Fax: (209) 464-0138 Robert McClellan,R.E.H.S. <br /> Mark Barcellos,R.E.H.S. <br /> SEP 1 3 2005 <br /> DENIS L BROWN SUKH C & PERMINDER K SINGH <br /> SHELL OIL PRODUCTS 880 VICTOR RD <br /> 20945 S WILMINGTON AVE LODI, CA 95240 <br /> CARSON CA 90810 <br /> RE: SHELL SERVICE STATION SITE CODE: 1746 <br /> 880 VICTOR ROAD <br /> LODI CA 95240 <br /> San Joaquin County Environmental Health Department(EHD) has reviewed Subsurface Investigation <br /> Work Plan(work plan) dated August 26,2005,and Soil Vapor Extraction Reevaluation Report(SVE <br /> Report),dated July 27,2005,prepared by Cambria Environmental Technology,Inc. (Cambria) for <br /> the above-referenced site. <br /> In the work plan,Cambria,proposes installing three monitoring wells MW-12,MW-13,MW-14,with <br /> screen intervals from approximately 5 feet above and 10 feet below first encountered groundwater, <br /> and one deep monitoring well,MW-15,with the screened interval from approximately 90 to 100 feet <br /> below surface grade (bsg). The work plan states that a conductor casing may be installed during <br /> construction of MW-15. Please note that if the conductor casing is to be left in place it must have a <br /> two inch annular grout seal placed around the outside of it. The work plan does not detail the <br /> diameter or length of the conductor casing. It does state that the monitoring well will be constructed <br /> with 4-inch casing. Typically,4-inch diameter monitoring well casing is installed in a 10.25-inch <br /> diameter auger. In order to use a 10.25-inch auger,the conductor casing would have to be at least 12 <br /> inches in diameter. If a 12-inch conductor casing is to remain in place with a two inch annular seal, <br /> the bore hole would have to be 16 inches in diameter. Hollow stem auger drilling is not typically <br /> used for borings where conductor casing is to be removed during grouting of the monitoring well <br /> casing. If hollow stem auger drilling will not be used for installation of MW-15, then the type of <br /> drilling to be used must be provided to EHD and if the same drilling company does not perform <br /> both types of drilling, separate well permits must be obtained for each drilling company. The <br /> necessity of installation of conductor casing should be evaluated. The work plan is approved as <br /> adequate and necessary,with the condition that details on the conductor casing installation are <br /> submitted with the EHD well permit application(s) and$89 permit fee(s). <br /> Cambria requested that the report of the investigation be submitted to EHD within 75 days after <br /> completion of the work instead of within 60 days after completion of the work. EHD approves of <br /> this schedule for submittal of the report of the investigation. The work is to be completed within <br /> 60 days of the date of this letter. <br /> Based on the data presented in the SVE Report, EHD agrees that the SVE wells were set within the <br /> area of known soil contamination by MTBE and,with a 20-ft radius of influence, the SVE test <br /> should have affected the areas shown to have MTBE-impacted soil. Cambria interprets the SVE test <br /> data and SVE boring soil data to indicate degradation or migration of MTBE to account for much of <br /> the lack of detectable MTBE concentrations in the soil samples collected from the SVE well borings, <br /> but other factors may have influenced the soil concentrations. <br />
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