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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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E <br /> Advanced <br /> GeoEnvironmental, Inc . <br /> 05 December 2005 <br /> AGE-NC Project No. 95-0184 <br /> Ms. Vicki McCartney <br /> San Joaquin County Environmental Health Department t 2 -t l-OS- <br /> 304 East Weber Avenue, 3rd Floor <br /> Stockton, CA 95201 <br /> Subject: Ground Water Monitoring Schedule <br /> LARRY'S AUTO REPAIR <br /> 308 North Grant Street, Stockton, California <br /> Dear Mr. McCartney: <br /> Advanced GeoEnvironmental,Inc. (AGE)has prepared this ground water monitoring schedule for <br /> the well network at the above referenced site,on behalf of the property owner Mr.Charles Skobrak. <br /> The scope of work generally for quarterly ground water monitoring included the recording water <br /> level measurements, checking for the total depth of the wells and collection of ground water <br /> samples. As stated in previous reports, procedures used for the sampling of the monitoring wells <br /> were described in the AGE-prepared Work Plan Addendum, dated 15 December 1995. The work <br /> plan details the installation of wells and sampling of only monitoring wells "Using a dedicated <br /> bailer or submersible pump, surge and purge each monitoring well."AGE has sampled the vapor <br /> wells most likely at the request of the San Joaquin County Environmental Health Deartment. - n.q <br /> +I +Jte pRst, S0J+17,a-k/GST tA7l%r'1 <br /> • In the past eight years, the general scope of ork included the monitoring of wells MW-2 <br /> through MW-4, MW-7, VW-2B, VW-3, -4, VW-5B and VW-5C. The VW wells are <br /> surroun ,t y wells MW-1 through MW-3. The top of the screen intervals of the VW wells <br /> ra�es from 33`'feet to 45 feet bsg, exce t for well VW-5B which has a top of screen at <br /> 26,feet bsg. With the typical top of the>` onitoring we creens at 55 feet bsg.- -Frao rw ?• <br /> • The soil type exposed to the VW wells is fine grained and mostly impacted with <br /> hydrocarbons, moreoverrthe soil type exposed to the(W we1fss`has demonstrated to be <br /> coarse grained. The significant and recurring ingease of theground water suff4ce into the <br /> VW wells over the past years from a depth ofSsfeet bsg during installatio>o o�30 feet bsg <br /> at the highest ground water level has caused almost all the wells on the site to become <br /> drowned and further desorbed hydrocarbon$contamination from the soil into the YW wells. <br /> The contamination detected in sample collected from the VW wells is most likely influenced <br /> ;'he <br /> impacted soil,as these wells were proposed as soil vapor wells not monitoring wells <br /> hile the contamination detected in sample collected from the VMW wells represents the <br /> mayor water bearing unit across the site. <br /> • Chemical and depth to water data collected from the N/ lew l�has remained stable the <br /> past years, which is also true for the� wclls-detnonstrating exceptionally high- <br /> concentrations of dissolved hydrocarbons, with a very stable average concentration. The <br /> typical concentration for total petroleum hydrocarbons detected in the.VW wells has been <br /> ,,',7 Shaw Ro id, Stockton,Calitomia 95115 <br /> 'I'elephone(209)469-1006 Fax (309)467-1118 <br />
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