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ARCHIVED REPORTS_XR0011958
Environmental Health - Public
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ARCHIVED REPORTS_XR0011958
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Last modified
5/28/2020 10:04:53 AM
Creation date
5/28/2020 9:56:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011958
RECORD_ID
PR0545699
PE
3528
FACILITY_ID
FA0010903
FACILITY_NAME
CSU STANISLAUS MULTI CAMPUS REGIONA
STREET_NUMBER
1252
Direction
N
STREET_NAME
STANISLAUS
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13921008
CURRENT_STATUS
02
SITE_LOCATION
1252 N STANISLAUS ST
QC Status
Approved
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EHD - Public
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4 <br /> Additional Groundwater Investigation and Remediation Feasibility Evaluation Work Plan <br /> Stockton Center Site Authority-University Park <br /> January 25,2005 <br /> Page 3 <br /> On April 14 through 17, 2003, Condor conducted additional groundwater investigation activities at the <br /> ' site using CPT and direct push drilling methods to further characterize site geology and to further evaluate <br /> the lateral and vertical extents of groundwater contamination. Results of the investigation are summarized <br /> in Condor's Additional Groundwater Investigation Report, dated August 19, 2003. The results indicated <br /> - that, while present to the maximum depths investigated, the gasoline constituents in groundwater <br /> generally attenuate rapidly with depth in the source area, and with the possible exception of 1,2- <br /> dichloroethane (1,2-DCA) and diesel range petroleum hydrocarbons, do not appear to be particularly <br /> mobile laterally at the site. Results of the investigation also indicated that a large percentage of the soil <br /> and groundwater contamination could be addressed through the proposed soil over-excavation remedial <br /> alternative. Soil over-excavation was proposed, however, to meet the very rapid property development <br /> plan anticipated for the site at that time with the full knowledge that it would be considerably more costly <br /> 1 than some other potentially viable remedial alternatives. <br /> As the plan for site development was modified and clarified during 2003, very aggressive and timely but less cost-effective site remediation (over-excavation asro osed in the above de <br /> p p sorbed March 3, 2003 <br /> work plan) was no-longer considered necessary by the.SCSA: Condor, on behalf of the SCSA; proposed <br /> evaluation of site source area remediation by pilot testing of air sparging in combination with soil vapor <br /> extraction in a work plan dated September 15, 2004. In a letter dated November 8, 2004, Mr. Henderson <br /> of the SJCEHD expressed concern with two aspects of the proposed approach and requested submittal of <br /> a work plan addendum by January 17, 2005, addressing his concerns. Concurrently, site development <br /> plans continued to evolve such that a structure planned for the site vicinity was to be located well away <br /> from the site contaminant source area and that a parking lot for the structure would be built over the site <br /> source area. These considerations indicated the potential for consideration of less aggressive site <br /> remediation techniques. <br /> As a result of the above considerations, a meeting was held on December 17, 2004, with all concerned <br /> parties in attendance. As a result of the meeting it was agreed that Condor would prepare a work plan for <br /> additional groundwater investigation and feasibility evaluation of various remediation options forth-, site. <br /> In an email transmission on January 6, 2005, to Mr. Henderson at the SJCEHD, Condor requested'an <br /> extension of the work plan submittal due date to February 4, 2005. Mr. Henderson.approved the extension <br /> in a return email on January 6, 2005. <br /> 3.0 GEOLOGY AND HYDROGEOLOGY <br /> k The site is located in the Great Valley Geomorphic Province of California. The Great Valley is a broad <br /> structural trough filled with unconsolidated to semiconsolidated sedimentary deposits, bound on the east <br /> by the rotated block of the Sierra Nevada and on the west by the complexly folded and faulted Coast <br /> Ranges. According to the Department of Water Resources (DWR)t, the site is located within the Eastern <br /> San Joaquin Subbasin of the San Joaquin Valley Groundwater Basin. The upper water bearing formations <br /> in the Subbasin are the Alluvium and Modesto/Riverbank. Formations (undifferentiated), ranging from <br /> e Recent to Pleistocene in age, and comprised dominantly of sand and gravel in the fan areas and clay, silt, <br /> and sand in the interfan areas:These units range from a thin veneer to over 150 feet thick near the center <br /> of the basin. Underlying these units is Plio-Pleistocene age, discontinuous lenses of stream-laid sand and <br /> silt with lesser amounts of clay and gravel. Delta deposits interfinger with these units in the Delta area of <br /> the San Joaquin Valley. The Delta deposits are generally much finer grained basinward deposits than their <br /> depositional equivalents to the east and west,and have a higher percentage of fine sand and clay. <br /> t California Department of Water Resources, Bulletin 118, Groundwater Basins of California,.first published 1975 <br /> and updated October 2003. <br /> 'i <br /> r <br /> �a CONDOR <br />
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