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ARCHIVED REPORTS XR0001840
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3500 - Local Oversight Program
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PR0544430
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ARCHIVED REPORTS XR0001840
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Last modified
5/7/2019 2:30:57 PM
Creation date
5/7/2019 2:20:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001840
RECORD_ID
PR0544430
PE
3526
FACILITY_ID
FA0005370
FACILITY_NAME
PARMAR TEXACO
STREET_NUMBER
521
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
521 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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_ GROUNDWATER ASSESSMENT WORK PLAN <br /> 521 NORTH CHEROKEE LANE <br /> LODI, CALIFORNIA <br /> SITE CODE. 1324 <br /> (lb wp, 13 March 1994) <br /> BACKGROUND: <br /> The following background summary and the proposed scope of work is based on a review of the <br /> Preliminary Report Evaluation of Soil and Ground-Waxer Contamination (Applied GeoSystems <br /> [AGS], September 21, 1988), the Preliminary Investiganon and Evaluanon Report (Geological <br /> Audit Services, Inc [GAS], 10 August 1991), and the Groundwater Sampling Report (Dana <br /> Booth, 4 March 1994) The site is located at 521 North Cherokee Lane in Lodi, California <br /> (Plate 1) GAS reported that Ramcon removed five underground gasoline storage tanks (UST's) <br /> from the site by on 5 February 1988. Soil samples collected from beneath the largest tank <br /> (10,000 gallons) contained total petroleum hydrocarbons as gasoline (TPHg). Based on these <br /> results, Ramcon retained AGS to further delineate the extent of soil contamination and the <br /> potential that groundwater had been impacted <br /> In August 1988, Applied GeoSystems drilled four borings (B-1 to B-4, Plate 2). After drilling, <br /> Applied GeoSystems converted B-4 into a 2-inch diameter shallow-groundwater monitor well <br /> (MW-1) Soil samples were collected at five foot intervals from each of the borings and <br /> qualitatively field screened for volatile organics using a photoionization detector (PID) <br /> Relatively low but positive PID readings were recorded by AGS on the Log of Boring for B-3 <br /> throughout most of the drilled hole. The highest PID reading from B-3 was recorded at a depth <br /> of 20 feet below ground surface (bgs) Although the upper hole (0 to approximately 25 feet bgs) <br /> of B-4 recorded background type PID readings, the highest recorded PID reading was recorded <br /> in boring B-4 at approximately the groundwater surface(40 feet bgs) None of the soil samples <br /> were submitted for quantitative analysis Boring B-4 was advanced to approximately 60 feet bgs <br /> and completed as MW-1 Prior to development, AGS observed a sheen on water removed from <br /> MW-1. The sheen was again observed prior to presampling purging Upon attempting to <br /> sample MW-1, AGS measured an immiscible product layer of 0.5 inches. The sample was not <br /> analyzed <br /> In April 1991, Mr. Ganzer (Ganzer and Williams) retained Falcon Energy and GAS to further <br /> define the extent of groundwater impact by TPHg at the site In May 1991, GAS supervised <br /> the installation of two additional 4-inch diameter monitor wells (MW-2 and MW-3, GAS <br /> reported installing 2-inch wells). Soil samples were collected at five foot intervals from each <br /> of the monitor well borings from 10 to 45 feet bgs Field observations during the drilling of <br /> MW-2 indicated the potential presence of petroleum hydrocarbons from approximately 45 feet <br /> 1 <br />
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