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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0508450
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Department of Toxic Substances Control <br /> Maureen F. Gorsen, Director Arnold Schwa <br /> m <br /> Linda S.Adams enegger <br /> Secretary for 1011 North Grandview Avenue Governor <br /> Environmental Glendale, California 91201 <br /> Protection <br /> MEMORANDUM <br /> TO: Peter MacNicholl, P.E. <br /> Remedial Project Manager <br /> Office of Military Facilities <br /> Sacramento Office <br /> FROM: Alice Campbell, PG, CEG, CHg <br /> Engineering Geologist <br /> Glendale Geological Services Unit <br /> 7 <br /> CONCUR: Craig Christmann, PG �- <br /> Senior Engineering Geologist <br /> Glendale Geological Services Unit <br /> DATE: June 12, 2007 <br /> SUBJECT: Review of Three-Dimensional Groundwater Model Report, Defense <br /> Distribution Depot San Joaquin California Sharpe Site, Lathrop, California <br /> 95330 <br /> PCA: 14742 Site Code 100131 47 MPC: Loa No. 63217 <br /> Introduction: <br /> At your request, the Glendale Geological Services Unit (GSU) prepared this <br /> memorandum to provide comments on the Three-Dimensional Groundwater Flow and <br /> Fate and Transport Model (Model) Technical Memorandum cited above. The document <br /> describes the development and validation of two interconnected models designed to <br /> simulate groundwater flow and transport beneath the facility. This modeling is based on <br /> a series of earlier models that have been prepared for the site. The flow model portion <br /> incorporates much of the earlier flow modeling, but required recalibration and some <br /> reworking to allow the transport modeling to proceed. The model is intended be used to <br /> help optimize existing groundwater extraction systems and predict cleanup times. <br /> Therefore, this review will focus on the appropriateness and implementation of the <br /> assumptions used in the models. <br /> Y, <br /> 0 Printed on Recycled Paper <br />
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