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2900 - Site Mitigation Program
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PR0523601
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Last modified
6/30/2020 3:02:48 PM
Creation date
6/30/2020 2:13:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523601
PE
2950
FACILITY_ID
FA0015930
FACILITY_NAME
R & L DIESEL SERVICE INC
STREET_NUMBER
2417
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95205
APN
11709007
CURRENT_STATUS
01
SITE_LOCATION
2417 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Site Assessment Report, Site Conceptual Model,and Site Investigation Work Plan <br /> R& L Diesel Services, 2417 West Lane, Stockton, California, 95205 <br /> 2.0 SITE CONCEPTUAL MODEL <br /> 2.1 Source Area Evaluation <br /> Site investigation work conducted by R & L and Environeering, Inc. indicates the primary source <br /> area is the underground waste oil storage tank which was abandoned in place in 1988. Site <br /> investigation work consisted of one soil sample from under the UST taken in February 2007 and <br /> two vertical borings and two slant borings in the soil surrounding and under the former UST <br /> advanced in March 2008. <br /> Total Petroleum Hydrocarbons, as Diesel (TPH-D) were detected in all borings with a maximum <br /> concentration of 7,810 milligrams per kilogram (mg/kg) in 61 at 14 feet bgs and a minimum <br /> concentration of 399 mg/kg in B1 at 24 feet bgs. The highest concentrations of benzene, <br /> toluene, ethylbenzene, and total xylenes (BTEX) were detected in B1 at 14 feet bgs at <br /> concentrations of 2.55 micrograms per kilogram (ug/kg), 200 ug/kg, 97.3 ug/kg, and 407 ug/kg, <br /> respectively. Total Petroleum Hydrocarbons as Gasoline (TPH-G) was not detected in any of <br /> the borings, and no analytes were detected at depths of 44 feet bgs in B1. The chlorinated <br /> hydrocarbon (solvent) tetrachloroethylene (PCE) was detected in B1, B3 and B4, with a <br /> maximum concentration of 85.5 ug/kg in B1 at 14 feet bgs. <br /> The highest concentrations of TPH-D are found at shallower depths in B1 (7,810 mg/kg at 14 <br /> feet bgs and only 399 mg/kg by 24 feet bgs) but appear at greater depths in B2 and B3 (1,440 <br /> mg/kg at 29 feet bgs in B2 and 4580 mg/kg at 21 feet bgs in B3). The area of greatest impact <br /> was four feet north of the former UST (B1) and approximately 8 feet under the projected bottom <br /> of the former UST (62). <br /> 2.2 Fate and Transport Analysis <br /> 2.2.1 Geology <br /> According to the USDA Soil Conservation Service 1951 Soil Survey of San Joaquin County, the <br /> soil at the site is the Stockton silty clay loam. This soil is found on basin floors in the Great <br /> Basin and Central Valley area at elevations of 20 to 70 feet above mean sea level. <br /> At the R & L location the soil is 85% Stockton silty clay loam, 4% Archerdale, 4% Cogna, 3% <br /> Hollenbeck and 4% Hardpan and fines. The soil is typically 12 to 60 inches deep, and a typical <br /> profile for the area is silty clay loam to 12 inches bgs, clay to 34 inches bgs, clay loam to 47 <br /> inches bgs, and cemented silty clay loams to 60 inches bgs. <br /> According to the Department of Water Resources' Bulletin 118, Groundwater Basin Number: 5- <br /> 22.01, the Eastern San Joaquin Subbasin aquifer system geology consists of Holocene alluvium <br /> and the Pleistocene Modesto and Riverbank formations topping the stratigraphy, both <br /> Quaternary deposits. The alluvium is a collection of unconsolidated gravel and sand in the fan <br /> areas, while the interfan areas are primarily composed of silt, sand, and clay. The Modesto and <br /> Riverbank Formations are predominantly poorly consolidated gravel with sand and silt. The <br /> thickness of these undifferentiated formations ranges to 150 feet. These deposits are moderate <br /> to highly permeable. <br />
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