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PR0522479
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SITE INFORMATION AND CORRESPONDENCE
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Entry Properties
Last modified
5/17/2019 2:14:40 PM
Creation date
5/17/2019 2:01:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Y i� PES Environment Inc. • <br /> Engineering & Environmental Services <br /> September 9, 1991 X0 4 <br /> San Joaquin County Public Health Services {" <br /> Environmental Health Division SEP 12 1991 <br /> P.O. Box 2009 ENVIRONMENTAL HEALTH <br /> Stockton, California 95201 PERMIT/SERVICES <br /> Attention: Ms. Eleanor Ratliff <br /> Subject: Geweke Car Capitol - Site Code 2065 <br /> 16 South Cherokee <br /> Lodi, California 95241 <br /> Dear Ms. Ratliff: <br /> PES Environmental, Inc. (PES) has prepared this letter in response to your August 28, 1991 <br /> letter addressed to Jeff Werner of Geweke Properties regarding the above-referenced site. <br /> Your letter raises the following issues: (1) reinjection of treated groundwater, (2) further <br /> testing of aquifer properties, (3) the basis for our capture zone calculations, and (4) vapor <br /> extraction of fuel hydrocarbons in soil. In addition, this letter presents a proposed revision <br /> to the groundwater monitoring plan presented in your August 19, 1991 letter. <br /> PES has the following comments regarding the issues raised in your August 28, 1991 letter. <br /> (1) Reinjection of treated groundwater will be considered in the evaluation of possible <br /> disposal methodologies. <br /> (2) As discussed and approved by Elizabeth Thayer (CVRWQCB) during our <br /> conversation on September 6, 1991, further testing of aquifer properties is not <br /> necessary for the following reasons: <br /> • The aquifer test was conducted to provide information for the design of a groundwater <br /> extraction and treatment system. This approach was stated in our February 12, 1991 <br /> Work Plan and approved by the PHS/EHD and CVRWQCB; <br /> • In agreement with our Work Plan, the duration of the aquifer test was 354 minutes. <br /> The first three steps were run until quasi-equilibrium conditions were reached <br /> (approximately 1 hour steps) and the fourth step was run for 168 minutes. Because <br /> quasi-equilibrium conditions were reached during the aquifer test, the hydraulic <br /> properties of the aquifer could be estimated. The results of the aquifer test provided <br /> reasonable values for transmissivity and hydraulic conductivity. These values are <br /> representative of the subsurface materials encountered in the water-bearing zone; <br /> kobvii\rat iffl wp5 <br /> P.O. Box 1833 • 100 Medical Plaza• Novato, CA 94948 • (415) 898-3531 • FAX (415) 898-2780 <br />
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