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ARCHIVED REPORTS_XR0005088
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545571
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ARCHIVED REPORTS_XR0005088
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Last modified
9/16/2020 1:42:05 AM
Creation date
3/18/2020 4:03:36 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005088
RECORD_ID
PR0545571
PE
3528
FACILITY_ID
FA0003570
FACILITY_NAME
BOBS MUFFLER & RADIATOR
STREET_NUMBER
466
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22104019
CURRENT_STATUS
02
SITE_LOCATION
466 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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of• <br /> 1 <br /> • 1 I February 2003 <br /> AGE-NC Project No. 98-0520 <br /> Page 2 of 21 <br /> ' The Modesto, Riverbank and Turlock Lake Formations and.overlying Recent alluvium are the <br /> principal sources of domestic ground water in the 13,500-square mile San Joaquin Valley Ground <br /> Water Basin (Basin 5-22). This,basin is drained primarily by the San Joaquin River. . <br /> 2.2. <br /> LOCAL GROUND WATER SETTING <br /> ' The nearest surface water features in the vicinity of the property are the San Joaquin River and Little <br /> 'John Creek,' located approximately 5 miles southwest and north, respectively, of the site. Ground water at the site is currently encountered at a depth of between 20 and 25 feet below surface grade ' <br /> (bsg), and-has a northwesterly flow direction. Presently, ground water occurs in an interval of <br /> ' predominantly clayey silt, info rma y referred to _as layer. 2 (Figures 3 and 4); this layer is <br /> approximately 15 feet thick, at between 20' and 35 feet below surface grade (bsg). Apparently <br /> discontinuous, 3- to 5-foot thick sand lenses occur sporadically inlayer 2. <br /> 2.3. WELL SURVEY <br /> ' A well survey was performed in October 1999 to identify municipal, domestic, industrial,irrigation <br /> or monitoring wells and septic tanks located within a 2,000-foot radius of the site (Table 1).,,The <br /> ' nearest ground water wells were two City of Manteca wells (No. 7 and No. 19) located <br /> approximately 2,300 feet northeast of the site and one commercial well located approximately <br /> 1,000 feet southeast of the site. In addition, ground water monitoring wells were observed <br /> approximately 300 feet northwest, 1,000 feet northwest and 1,500 feet southeast of the site.No other <br /> receptors, including septic tanks, were identified within the 2,000-foot radius. <br /> ' 2.4. UST REMOVAL <br /> ' AGE has been infor-med'that one 10,000-gallon regular gasoline UST, one 8,000-gal.lon unleaded <br /> gasoline UST and one 550-gallon waste oil UST were removed from the site in 1988. During UST <br /> removal activities, soil samples were collected and analyzed from beneath the ends of each UST. <br /> Total xylenes were detected at a concentration of 230 micrograms per kilogram' (ug/kg) in a soil <br /> sample collected from the base of the gasoline UST Tank No. 2 excavation at a depth of 15 feet <br /> below surface grade (bsg). Total petroleum hydrocarbons quantified as motor oil (TPH-mo) was <br /> ' detected at a concentration of 97 milligrams per kilograms (mg/kg) in a soil sample collected at a <br /> depth of 12 feet bsg from the base of the waste ail UST (Tank No. 3) excavation. However, <br /> laboratory detection limits were elevated and may not have indicated low concentrations of <br /> ' petroleum hydrocarbon compounds above'standard reporting levels. According to an EHD <br /> inspection report, soil discoloration and petroleum hydrocarbon odors were noted beneath USTs <br />' Tank No. 1 and Tank No.,2. <br /> Advanced GeoEnvi ro n mental,Inc. <br />
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