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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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*MEMORANDUM <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD - CENTRAL VALLEY REGION <br /> 3443 Routier Road, Suite A Phone: (916) 255-3000 <br /> Sacramento, CA 95827-3098 j CALNET: 8-494-3000 <br /> TO: Antonia K. J. VorsterA wv FROM: Camilla Williams <br /> Senior WRC Engineer ____1 <br /> Associate Engineering Geologist <br /> � <br /> James D. Taylor --AE—L <br /> Associate Engineering Geologist / ) <br /> DATE: 3 August 1993 SIGNATURE: uCClli ���� Y <br /> SUBJECT: FIRST QUARTER 1993 GROUND WATER MONITORING REPORT, DEFENSE DISTRIBUTION <br /> REGION WEST (DDRW), SHARPE, SAN JOAQUIN COUNTY <br /> This memorandum is prepared to summarize three areas of concern found during my <br /> review of the First Quarter 1993 Ground Water Monitoring Report for DDRW, Sharpe. I <br /> reviewed the Quarterly Report in preparation of the case study on Sharpe for the <br /> response to the Environmental Protection Agency (EPA) Administrator' s decision on <br /> Mather in May 1993. I have provided a brief discussion on each of these items <br /> below: <br /> 1 . The ground water sample from MW-5058 had 9.7 micrograms per liter (ug/1 ) of <br /> trichloroethylene (TCE) which exceeds the Primary Maximum Contaminant Level <br /> (MCL) of 5 ug/1 . This well serves as a early warning detection well for the <br /> Stuart's Nursery supply well which was just installed in early 1991 . Stuart's <br /> supply well should be sampled to determine the concentration of volatile organic <br /> constituents (VOCs) . If the well is used for drinking water purposes and if TCE <br /> or other VOCs exceed the Primary MCL, then Sharpe should supply an alternative <br /> drinking water source to this location. The area down gradient of MW-505 should <br /> be canvassed to determine if there are any other private supply wells that may <br /> be threatened by this plume (Plume 7&8) . <br /> Because of the elevated VOC concentrations in MW-505B, technically the leading <br /> edge of the plume has not been defined. If the concentrations in this well <br /> continue to increase, Sharpe should install a new monitor well (s) to define the <br /> leading edge of the plume. <br /> 2. . The arsenic concentration in MW-407A was 1030 ug/l which far exceeds the <br /> Primary MCL of 50 ug/1 . This concentration represents a new high for arsenic <br /> at this site as the historical high for arsenic was about 700 ug/1 . This well <br /> has also historically had the highest bromacil concentrations, however bromacil <br /> is not monitored on a regular basis in this well . This dramatic increase in <br /> arsenic concentration may be due to the extreme wet season that occurred during <br /> this quarter and to the dry wells (which are located along the western border of <br /> the site in this area) which are used to manage runoff. There is a strong <br /> correlation between the dry wells and the arsenic and bromacil concentrations <br /> found in this well . <br /> The dry wells should be abandoned, as I believe that these contribute to the <br /> high contaminant concentrations in this area. Some monitoring of the runoff in <br /> the area of the dry wells is warranted to determine if the increase in <br /> contaminant concentrations in MW-407A are related to runoff. This may require a <br /> modification of the storm water National Pollutant Discharge Elimination System <br /> (NPDES) permit (No. 92-184) . Bromacil should also be monitored on a regular <br />
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