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WORK PLANS_FILE 1
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PR0542014
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WORK PLANS_FILE 1
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Last modified
1/16/2020 5:32:07 PM
Creation date
1/16/2020 4:05:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Advanced _ <br /> GeoEnvironmental , Inc . -= <br /> ZI yv�Dl3 <br /> 28 February 2008 G Q+t 1 <br /> AGE-NC Project No. 9. - v ��J b✓J �f � <br /> Ms. Vicki McCartney <br /> San Joaquin County Environmental Health Department <br /> 600 East Main Street <br /> Stockton, CA 95202 <br /> Subject: Well Installation Work Plan Addendum <br /> LARRY'S AUTO <br /> 308 North Grant Street,Stockton, California <br /> Dear Ms. McCartney: <br /> At the request of Mr. Charles Skobrak,Advanced GeoEnvironmental,Inc. (AGE)has prepared this <br /> work plan addendum to install additional ground water monitoring wells in the vicinity of 308 North <br /> Grant Street,Stockton,California.AGE has prepared and secured City of Stockton revokable permit <br /> (07-14W-attached) to installpKtwo monitoring wells within the sidewalk area east of well MW-4 <br /> and near boring CPT3. AGE has secured an encroachment permit (71802) for the same purpose. <br /> Additionally,AGE has secured access to install one shallow monitoring well within the warehouse <br /> at 825 East Miner Avenue. AGE will not have access into the shop/service bay at 308 North Grant <br /> Street. The location of the site and the proposed well locations are presented on Figures 1 and 2. <br /> AGE proposes to install one well near well MW-4(former UST#2 area-Tanks B and C)to a total <br /> of approximately 120 feet below surface grade,based on the data collected from CPT2. The depth <br /> of 110 feet to 120 feet bsg for a screen length was designated as hydrogeologic unit 4,comprised of <br /> sand. The installation of the well screen to this depth will allow for a vertical profile of impacted <br /> ground water and may justify additional deeper wells,near the former UST release areas.Analytical <br /> data collected from the representative CPT borings demonstrate the dissolved contamination <br /> increased with depth. This phenomenon could be an indicator of cross section, water migration <br /> during sampling (exposure of the hydropunch sampler); while wells later installed and sampled <br /> represent minor detections(or typically no detections)across these sampled intervals.AGE does not <br /> currently propose deeper wells,until a database is collected to justify that action. <br /> Therefore, AGE proposes the installation of monitoring wells in the following configurations: <br /> • Installation of one shallow monitoring well (Hydrogeologic unit 1 at 30-50 feet bsg), <br /> downgradient of the site within the warehouse at 825 East Miner Avenue. <br /> 837 Shaw Road.Stocktcm.Ca6lbrnia 9j21-1 <br /> "1'elephona(209)467-1006 Fax (209)467-1 I 18 <br />
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