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PR0508387
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/26/2021 1:26:37 PM
Creation date
5/26/2021 11:23:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508387
PE
2960
FACILITY_ID
FA0008052
FACILITY_NAME
CONNELL MOTOR TRUCK
STREET_NUMBER
2219
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11736029
CURRENT_STATUS
01
SITE_LOCATION
2219 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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RE Pl,�rrm <br /> • J�''v ` 5 2005 <br /> Advanced EPJVIRONMENTHEAM <br /> PER <br /> GeoEnvironmentaf,'YffV. =0.. <br /> 02 June 2005 <br /> AGE-NC Project No. 98-0500 <br /> Mr. James Barton <br /> California Regional Water Quality Control Board- Central Valley Region <br /> 3433 Routier Road <br /> Sacramento, CA 95827 <br /> Subject: Monitoring Well Installation Location and Specification <br /> RIVER CITY PETROLEUM- CONNELL MOTOR LIFT TRUCK <br /> 2211 North Wilson Way, Stockton,California <br /> Dear Mr. James Barton: <br /> At the request of Connell Motor Lift Truck,Advanced GeoEnvironmental,Inc.(AGE)has prepared <br /> this Monitoring Well Location and Specifications Plan for the River City Petroleum/Connell Motor <br /> Lift Truck location at 2211 North Wilson Way, Stockton, California. On 24 May 2005, an on-site <br /> meeting was conducted at the request of the California Regional Water Quality Control Board - <br /> Central Valley Region(CVRWQCB)and parties present represented the CVRWQCB,San Joaquin <br /> County Environmental Health Department(EHD)and the responsible party.The addendum has been <br /> prepared based on the meeting conducted, to define the dissolved hydrocarbons at the site and <br /> represents the final monitoring version of the well installation work plan to satisfy the California <br /> Regional Water Quality Control Board-Central Valley Region(CVRWQCB)letter dated 29 April <br /> 2005. <br /> AGE proposes to install multiple, single completion wells at each proposed monitoring point, as <br /> warranted and should not duplicate existing well monitoring points.The proposed screen-interval <br /> depths,based on interpretation of lithologic/analytical data collected during the site assessment.The <br /> single completion ground water monitoring well are depicted on the attached Figure 2 and are <br /> described here within: <br /> • A ground water data deficiency at monitoring well MW-2:screened between 90 and 100 feet <br /> bsg to assess hydrologic unit three, were these levels have not been previously monitored <br /> and are anticipated to be contaminated by hydrocarbons;screened between 145 and 150 feet <br /> bsg to assess hydrologic unit six. <br /> • A ground water data deficiency at boring CPT8: screened between 90 and 100 feet bsg to <br /> assess hydrologic unit three and screened between 145 and 150 feet bsg to assess hydrologic <br /> unit six. <br /> 837 Shaw Road,Stockton,California 95215 <br /> Telephone(209)467-1006 Fax(209)467-1118 <br />
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