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2900 - Site Mitigation Program
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PR0508012
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Last modified
7/3/2019 1:44:14 PM
Creation date
7/3/2019 11:58:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508012
PE
2960
FACILITY_ID
FA0007884
FACILITY_NAME
SURLAND HOMES
STREET_NUMBER
2532
STREET_NAME
DORSET
STREET_TYPE
LN
City
TRACY
Zip
95376
APN
23830005
CURRENT_STATUS
01
SITE_LOCATION
2532 DORSET LN
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Mr.M. Scott Mansholt—CEMC <br /> Soil Sampling Work Plan August 1,2006 <br /> Surland Homes Property Page 2 of 8 <br /> ' REGIONAL AND LOCAL HYDROGEOLOGY <br /> Regionally, the site is located within the San Joaquin Valley Groundwater Basin. This basin is <br /> divided into nine sub-basins. The site lies within the Tracy sub-basin(Groundwater Basin <br /> Number 5-22.15),which is defined by the areal extent of unconsolidated to semi-consolidated <br /> sedimentary deposits that are bounded by the Diablo Range to the west,the Mokelumne and San <br /> ' Joaquin rivers to the north,the San Joaquin River to the east, and the San Joaquin-Stanislaus <br /> county line to the south. The Tracy sub-basin is located adjacent to the eastern San Joaquin Sub- <br /> basin to the east and the Delta-Mendota Sub-basin to the south. <br /> ' The Tracy sub-basin is comprised of continental deposits of late Tertiary to Quaternary age, <br /> which includes the Tulare Formation, Older Alluvium, Flood Basin Deposits, and Younger <br /> Alluvium. The thickness of these formations ranges from a few hundred feet in the western <br /> ' foothills to about 3,000 feet near the eastern margin of the basin. The Tulare Formation consists <br /> of semi-consolidated,poorly sorted,discontinuous deposits of clay, silt, and gravel. The <br /> Corcoran Clay is situated near the top of the Tulare Formation, separating groundwater in the <br /> ' basin in what has been reported as two primary aquifers. The upper aquifer is reported at 15 to <br /> 250 feet below ground surface(bgs)and the lower aquifer is reported at 600 feet bgs. Given the <br /> location of the site within the sub-basin,the site is likely immediately underlain by Younger <br /> Alluvium, and Older Allluvium and/or Flood Basin Deposits. <br /> ' Previous subsurface investigations at the site have shown that the site is underlain by <br /> predominantly silt and clay,with isolated sandy lenses,to approximately 16 feet bgs. <br /> ' Groundwater is typically encountered at approximately 5 to 7 feet bgs. Monitoring at the site has <br /> shown a north-northwesterly groundwater flow. <br /> PREVIOUS ENVIRONMENTAL ACTIVITIES <br /> A soil and groundwater investigation was performed in 1998 by Geomatrix Consultants,Inc. <br /> (Geomatrix),who advanced eight soil borings, from which soil and groundwater samples were <br /> collected(nine soil samples and three groundwater samples). Following this investigation,two <br /> groundwater monitoring wells(TW-1 and TW-2)were installed at the request of San Joaquin <br /> County. A third well was installed at the request of the Regional Water Quality Control Board <br /> (RWQCB)in 1999. Quarterly groundwater monitoring activities were performed through April <br /> ' 2000. Well TW-2 was destroyed prior to April 2000 due to development in the area of the well. <br /> Geomatrix prepared and submitted a HRSE for the site in August 2002. The HRSE concluded <br /> that the theoretical lifetime excess cancer risk for an adult and child resident at the site is 1 x 10-6, <br /> equivalent to the acceptable target risk of 1 x 10-6. The report noted that the majority of the risk <br /> was from ingestion of groundwater. The Department of Toxic Substances Control(DTSC)issued <br /> comments on the HRSE in December 2003, and concluded that there was insufficient data for the <br /> ' site to reach a conclusion regarding the overall risk, and requested additional analytical data from <br /> the site. The DTSC letter also noted that a site conceptual model had not been developed for the <br /> site. <br /> ' hr February 2003,the RWQCB issued a letter requesting an additional quarter of groundwater <br /> monitoring and sampling to confirm that total petroleum hydrocarbons quantified as diesel <br /> (TPHd)concentrations were stable(or less than the water quality objective for the TPHd [without <br /> ' silica gel]taste and odor threshold),and/or attenuating in the two remaining monitoring wells. In <br /> response, CEMC forwarded a work plan to the RWQCB prepared by SAIC for the subject site <br /> (Work Plan for the Implementation of Quarterly Monitoring, Surland Homes[Laurelbrook] <br /> ' Property,April 30,2003). The work plan outlined the methods to conduct one round of quarterly <br />
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