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ARCHIVED REPORTS_XR0012251
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PR0545551
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ARCHIVED REPORTS_XR0012251
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Last modified
10/10/2020 11:14:49 PM
Creation date
3/17/2020 1:49:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012251
RECORD_ID
PR0545551
PE
3528
FACILITY_ID
FA0012578
FACILITY_NAME
CHETS AUTO
STREET_NUMBER
545
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95220
CURRENT_STATUS
02
SITE_LOCATION
545 E MINER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Historical Background <br /> AGE-NC Project No 00-0764 <br /> ' Page 3 of 3 <br /> GROUND WATER MONITORING WELL INSTALLATION <br /> I ' <br /> On 13 and 14 August 2002, five ground water monitoring wells were installed near the UST area <br /> (MW-1 though MW-5)to quantify the hydrocarbon concentration in ground water and determine the <br /> ' direction of ground water flow Field work was performed as described in the AGE-prepared <br /> Monitoring Well Installation Work Plan, dated 08 July 2002, as amended and approved by the San <br /> I ' Joaquin Country Environmental Health Department (EHD)by letter dated 18 July 2002 <br /> MW-1 through MW-5 were completed as ground water monitoring wells with slotted screen <br /> ' installed from approximately 15 to 35 feet bsg in bonngs MW-1 through MW-4 and from <br /> approximately 69 to 74 feet bsg in boring MW-5 Locations of the monitoring wells are illustrated <br /> on Figure 2 of the report <br /> Results of the well installation and subsequent sampling delineated the dissolved hydrocarbons and <br /> Indicated direction of ground water flow generally towards the northeast Ground water monitoring <br /> ' enabled delineation of the dissolved hydrocarbon plume The dissolved hydrocarbon plume has been <br /> vertically delineated Analytical data is presented in the attached tables <br /> ' • STRATIGRAPHY AND DEPTH TO GROUND WATER <br /> Silt, with a tan, brown or gray color, apparently depending on hydrocarbon impact, was generally <br /> ' encountered from a depth of approximately 5 feet to 35 feet bsg in the shallow well borings, the <br /> p pP y g <br /> coarsest material was silty sand, collected at a depth of 25 feet bsg in boring MW-2 Silty sand was <br /> ' generally encountered to a depth approximately of 40 feet to 45 feet bsg Generally poorly graded <br /> sand and silty sand was encountered between 60 and 75 feet bsg in boring MW-5 Ground water was <br /> encountered at a depth of 30 feet bsg during drilling <br /> 1 <br /> 1 <br /> ' Advanced GeoEnvironmentai,Inc <br />
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