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ARCHIVED REPORTS XR0000691
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000691
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Entry Properties
Last modified
2/15/2019 9:31:54 PM
Creation date
2/15/2019 4:11:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000691
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
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Tags
EHD - Public
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01 May 2000 <br /> . AGE-NC Project No 96-0232 <br /> IPage 6of11 <br /> I5 0 MARCH MONTHLY MONITORING'AND SAMPLING EVENT <br /> On 28 March 2000, ground water monitoring and sampling was performed at wells MW-1, MW-2, <br /> 1\4W-4,MW-5, MW-6 and MW-7, ground water samples were collected from two domestic drinking <br /> crater wells located at 14659 Thornton Road (Rocky's Restaurant) and at 14749 Thornton Road <br /> (Three B's Truck Plaza), ground water samples were collected from two municipal ground,watei <br /> wells located approximately 700 feet southeast (CSA-2) and 1,700 feet southeast (CSA-1) of the <br /> Flag City Chevron site and one grab water sample was collected in a storm drain located 10 feet east <br /> of Flag City Chevron monitoring well MW-1 At the request of the PHS-EHD, one grab-water <br /> sample was collected from the newly installed Rocky's Restaurant Culligan bottled water system <br /> (RCS 1) Ground water monitoring procedures for the site were outlined in the Tvoyk Plait Addendufn <br /> dated 28 January 1998 and'appioved by the PHS-EHD by letter dated 24 February 1998 <br /> r <br />' 5 1 MONITORING WELL PURGE PROCEDURES <br /> Depths to ground watei were measured in each well from the tops of the well'casings to the nearest <br /> 0 01 foot utilizing a Solmst water level meter Giound water elevations in each monitoring \<,ell at <br /> the site and the Three B's Truck Plaza site were calculated by subtracting tine measured depth to <br /> ground water from the surveyed well casing elevations (Table 2) Ground water elevations were <br /> plotted and contoured on a scaled site map (Figure 3) <br /> Y � <br /> After water levels were measured, approximately 8 to 20 gallons of&,round water (a minimuin of <br /> Ithree well-volumes per well) were removed from wells MW-1, MW-2, MW-4, MW-5, MW-6A, <br /> MW-613 and MW-7 utilizing a two-stage submersible pump, ground water pumping was initiated <br /> at the top of the water column and the purnp was slowly lowered to total depth to purge ground water <br />' u<ithin the entire well casing Approximately 8 gallons of ground water were removed from well <br /> MW-613 before being pumped "dry" Temperature,`pH and conductivity were measured for <br /> stabilization at regular purge-volume intervals from each well using a Hydac water analyzer Field,' , <br />' data and logs are included with Appendix G Purged ground water was containerized in 55-gallon" i <br /> drums and was stored on-site in an area lacking general public access <br /> 5 2 GROUND WATER SAMPLING <br /> Following -,vell,purgmg, ground watei levels in monitoring wells MW-], 'MW-2, MW-4, MW-5, <br /> MW-6A, MW-613 and MW-7 achieved a ininiriium,of 80 percent rechaige pi for to sample collection - <br /> I Ground water'samples were collected from the purged wells utilizing new, disposable polyethylene <br /> bailers and transfened into one-liter amber bottles without a preservative and into 40-11il EPA- <br /> . approved VOA vials containing 0 5 nil 18% hydiochloric acid as a preservative Care was taken to <br /> t , <br /> 4 1 <br /> 4dianced CeoFnNironmental Inc l <br /> f <br /> � r 4 <br /> i <br /> .s <br /> e <br />
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