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ARCHIVED REPORTS XR0001837
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3500 - Local Oversight Program
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PR0544430
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ARCHIVED REPORTS XR0001837
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Last modified
5/7/2019 2:27:45 PM
Creation date
5/7/2019 2:19:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001837
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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TIVI o""PR4 1 NTAL H <br /> '7'FRV10E 1.Tdi <br /> 95 OCT 17 ASI 9: 46 <br /> 1 August 1995 <br /> Ms Linda Turkatte <br /> San Joaquin County Public Health Services <br /> Environmental Health Department <br /> P O Box 338 <br /> Stockton, CA 95201-0388 <br /> Re: Cone Penetration Test (CPT)/Hydropunch Survey Results and Work Plan Addendum <br /> 521 North Cherokee Lane, Lodi, Califonda <br /> Site Code: 1324 <br /> Dear Ms Turkatte <br /> Results <br /> In December 1995, Gregg In-Situ collected CPT data from 14 locations (Plate 1) Refusal was <br /> common on the north side of the site and on the Del Rancho Motor Inn property allowing 10 of <br /> the 14 test locations to be advanced to groundwater At those locations, the CPT results indicate <br /> that the soil underlying the tested area is predominantly sandy with minor interbedded silts and <br /> clays In addition, it appears that the soil column becomes generally finer grained to the south <br /> A copy of the Gregg In-Situ report is attached Cross sections will be constructed after drilling <br /> data verifies the CPT lithologic data <br /> Hydropunch° groundwater samples were collected at the 10 locations which did not encounter <br /> refusal prior to groundwater Pore pressure dissipation tests were conducted at eight of the 10 <br /> locations to estimate the depth to groundwater and ensure adequate submersion for sample <br /> collection Depth to groundwater was approximately 50 feet below ground surface (bgs) during <br /> the test dates The total depth of the Hydropunch° sampler was 54 feet bgs at each of the <br /> sampled locations <br /> The analytical data from the 10 Hydropunch° samples and the groundwater sample collected from <br /> MW-2 generally concur with the field observations made during sample collection Plume limits <br /> appear to be defined (lacking monitor well confirmation) in each of the compass directions with <br /> the exception of the quadrant south through west The analytical data for TPH as gasoline and <br /> benzene is plotted on Plate 2 A copy of the Analytical Laboratory report is attached <br /> Based on the data collected thus far, I recommend destroying MW-1 as it is no longer serviceable, <br /> and is apparently well within the groundwater contaminant plume, and, installing additional <br /> monitor wells both onsite and offsite to provide the plume definition verification required for <br />
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