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PR0009063
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
9/14/2021 10:13:38 AM
Creation date
5/2/2019 1:24:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009063
PE
2960
FACILITY_ID
FA0003785
FACILITY_NAME
PACIFIC TRIPLE E LTD
STREET_NUMBER
8690
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
253-210-180-00
CURRENT_STATUS
01
SITE_LOCATION
8690 W LINNE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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STATE OF CALIFCRNIA-Environmental Protection AbwCy tir PETE WLSON,Govemor <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD <br /> CENTRAL VALLEY REGION <br /> 3443 Routier Road,Sufte A —_— <br /> Sacramento,CA 95827-3098 <br /> PHONE:(916)255-3000 <br /> FAX:(916)255-3015 <br /> 19 September 1995 <br /> Mr. Nathan Esformes <br /> Triple E Produce <br /> P.O. Box 239 <br /> Tracy, CA 95378 <br /> GROUND WATER INVESTIGATION AND REMEDIATION, TRIPLE E PRODUCE, TRACY, <br /> SAN JOAQUIN COUNTY <br /> I have reviewed the 10 August and 15 August 1995 letters regarding the cost analysis of extracting <br /> ground water from MW-7 and addendum to the revised work plan, respectively, for the Triple E <br /> Produce facility in Tracy. <br /> Cost Analysis of Extracting Ground Water from MW-7 <br /> Triple E agreed at our 7 July 1995 meeting to conduct a cost analysis of extracting ground water from <br /> MW-7 at a low rate, if necessary, to achieve capture of the known extent of chloroform. It was not <br /> decided at the meeting to use this well for extraction, but simply to evaluate the cost of doing so. Your <br /> 10 August letter goes against this agreement. This analysis is still needed, since this well may need to be <br /> used to achieve full containment. Along with the cost analysis, Triple E needs to submit capture zone <br /> maps corroborating its statements that the extraction scenario (20 gpm at XW-1 and five gpm at MW- <br /> 4A) will capture the plume beyond MW-7. By 18 October 1995, you shall submit a report including <br /> the cost analysis and capture zone analysis. <br /> Addendum to Revised Work Plan <br /> Alternative to MW4A <br /> Increasing the pumping rate of XW-1 to compensate for the loss of MW4A, should MW4A not be able <br /> to sustain a five gpm pumping rate after redevelopment, is not the most efficient way to remediate the <br /> ground water. Removal of the higher levels of chloroform from MW4A is more efficient than pulling <br /> the high levels of chloroform near MW4A over 1,000 feet downgradient to be extracted from XW-1. It <br /> is preferable to replace MW4A with a well which could sustain the 5 gpm pumping rate, if MW4A <br /> cannot sustain this rate. <br /> Details of Construction and Development of XW-1 <br /> Triple E needs to present the rationale for using 45 mg/kg chloroform as the level to determine if <br /> cuttings should be removed to a landfill and idenify the "appropriate locations on site" for disposal of <br /> soil containing chloroform at concentrations below 45 mg/kg. <br />
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