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PR0515018
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Last modified
5/26/2021 3:28:54 PM
Creation date
5/26/2021 1:32:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4800 – General/Other Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0515018
PE
2950
FACILITY_ID
FA0012010
FACILITY_NAME
TRADEWAY CHEVROLET/AUTOBODY
STREET_NUMBER
1460
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1460 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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h'q KLEINFELDER <br />6 DISCUSSION OF RESULTS AND RECOMMENDATIONS <br />6.1 RESULTS <br />A discussion of results for the soil and groundwater samples collected and recommendations is <br />presented in the following sections. <br />6.1.1 Soil Results <br />The soil samples were collected for laboratory analysis from the soil borings in MW -1, MW -2, and <br />MW -3 at depths of 10 feet and 15 feet below the ground surface. The soil boring for MW -1 was <br />located on the north side of the existing showroom. 1\4W-2 was located south of the <br />showroom/shop building, and MW -3 was located west of the showroom. <br />There were no detected concentrations of any of the analytes that the soil samples were tested for. <br />the soil samples collected from the 10 and 15 foot intervals from each of the three soil borings <br />showed non-detectable concentrations above the laboratory reporting limits (see laboratory report <br />attached) for TPH-g, BTEX, Oxygenates, Methanol, and Fuel Fingerprint. <br />6.1.2 Groundwater Results <br />Groundwater samples were collected from the three monitoring wells for laboratory analysis. The <br />location of MW -1 was chosen to represent an upgradient monitoring point, while the MW -2 and <br />MW -3 locations were chosen to represent downgradient monitoring points of the wastewater <br />checks. <br />The groundwater flow direction in the area of this investigation was calculated to be to the <br />northwest with a groundwater gradient of 0.0033 feet per foot. <br />Benzene, toluene, ethylbenxene, and xylene was detected in one groundwater monitoring well <br />(MW -2). Only the concentration of benzene was shown to exceed the MCL for benzene in water of <br />1.0 ug/L. The detected concentration of benzene was 1.5 ug/L in MW -2. The detected <br />concentrations of toluene, ethylbenzene, and xylene did not exceed the MCIs established for the <br />analytes. It should be noted that monitoring well MW -2 is located southeast and upgradient to the <br />hydraulic lifts and service garage area focused upon in this investigation. No other analytes <br />included in this investigation were detected in MW -2. <br />Of all the constituents listed in this investigation, only methanol was detected in monitoring well <br />MW -1. The detected concentration of methanol in MW -1 was 110 ug/L. There is no established <br />MCL for methanol, however there is a WQG taste and odor threshold of 740,000 ug/l. The <br />20-3978-03.CHEV / ST02RI I I Page 14 of 18 <br />Copyright 2002, Kleinfelder, Inc. July 1, 2002 <br />
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