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2900 - Site Mitigation Program
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PR0522786
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Last modified
6/30/2020 3:12:23 PM
Creation date
6/30/2020 1:56:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522786
PE
2950
FACILITY_ID
FA0015536
FACILITY_NAME
ARROYOS SMOG SHOP
STREET_NUMBER
3012
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14313024
CURRENT_STATUS
01
SITE_LOCATION
3012 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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02 May 2013 <br /> AGE-NC Project No. 04-1168 <br /> Page 5 of 10 <br /> AGE has performed a sensitive receptor survey for the site. Two additional subsurface <br /> investigations are located east of the site with numerous groundwater monitoring wells. <br /> The Crop Production Service and Waterloo Food and Fuel have well locations surrounding <br /> or located on the site. <br /> No sensitive receptors (drinking water wells) are located within the site vicinity appeared <br /> to be threatened by the petroleum hydrocarbon-impacted soil and groundwater at the site. <br /> Three well wells were observed during the sensitive receptor search, one of which was <br /> located at the 2,000 foot search radius. California Water Service Company Well #16 is <br /> located 2,000 feet north of the site and California Water Service Company Well # 75 <br /> located approximately 2,000 feet west from the site. Lastly, a San Joaquin County <br /> Community Service well is located 2,000 feet south from the site, at Gianone Park. <br /> Based on AGE's current understanding of the site surrounding area, drinking water is <br /> supplied to the area by the California Water Service Company. Residual soil and <br /> groundwater impact should not negatively affect the current supplied water source. <br /> / 4.0. ASSESSMENT OF HYDROCARBON-IMPACTED SOIL <br /> / Between July 2004 and July 2005, three (3) soil borings (131 through B3 and three (3) <br /> groundwater monitoring wells(MW-1 through MW-3)were advanced and/or installed atthe <br /> site as part of a subsurface petroleum hydrocarbon investigation. Analytical results of soil <br /> samples are summarized in Table 1. <br /> To date, a fifteen (15)soil samples were collected at depths ranging from 15 to 70 feet bsg, <br /> and submitted for laboratory analysis of petroleum hydrocarbon constituents. Based on <br /> laboratory analysis of the above referenced soil samples, TPH-g and BTEX impact were <br /> detected in a total of seven (7)soil samples; EDB was detected in one soil sample (132-35) <br /> at a concentration of 0.045 mg/kg. The most significant amount of TPH-g-impacted soil <br /> was encountered beneath the northeastern corner of the former USTs, in the area of <br /> boring 131 and MW-1 (Figures 4 and 5). Historically, TPH-g has been detected at a <br /> maximum concentration of 500 mg/kg (131-25'); BTEX compounds have been detected at <br /> maximum concentrations of 0.017 mg/kg toluene(132-45), 0.017 mg/kg ethylbenzene (82- <br /> 45) and 1.19 mg/kg total xylenes (62-35'). <br /> 4.1. DISTRIBUTION OF PETROLEUM HYDROCARBON IMPACTED SOIL <br /> Based on soil data collected AGE has modeled the lateral and vertical extent of <br /> hydrocarbon-impacted soil in cross sectional and plan views (Figures 4 and 5). Based on <br /> Advanced GeoEnviro n mental,Inc. <br /> v <br />
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