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FIELD DOCUMENTS AND WORK PLANS 1992-1999
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009002
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FIELD DOCUMENTS AND WORK PLANS 1992-1999
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Last modified
2/22/2019 9:57:43 PM
Creation date
2/22/2019 2:55:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
AND WORK PLANS 1992-1999
RECORD_ID
PR0009002
PE
2960
FACILITY_ID
FA0004040
FACILITY_NAME
SPX COOLING TECHNOLOGIES INC
STREET_NUMBER
200
Direction
N
STREET_NAME
WAGNER
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
14331007
CURRENT_STATUS
01
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Ground Water Injection FS -4- 10 December 1991 <br /> Marley Cooling Tower Company <br /> there may be potential detrimental hydraulic affects with the Stockton <br /> Diverting Canal location for the injection wells. The FS Report should have <br /> addressed potential hydraulic affects and potential benefits on the plume <br /> with an increase or decrease in the injection well flow rates. <br /> Page 22. Two locations for the injection wells were evaluated in the FS: one at the <br /> North Yard and the other adjacent to the Stockton Diverting Canal . The FS <br /> Report did not state why the evaluation was limited to only two locations. <br /> However, the Report acknowledges that no further optimization of injection <br /> well placement (or rates) was performed. One of the conclusions of the FS <br /> was that capture of the contaminant plume in the deep zone is diminished <br /> when injection occurs at the North Yard. The FS should have considered <br /> other locations than the North Yard and the Stockton Diverting Canal . If <br /> other locations had been evaluated, benefits such as hydraulic control and <br /> increased plume capture could have been determined. <br /> Page 23. The FS Report states that the hydraulic parameters for the deep zone were <br /> revised based on the results of an aquifer test performed on CWS-52. This <br /> well is approximately 1 .25 miles south of the Marley site and is adjacent to <br /> Mormon Slough. The Stockton Diverting Canal is approximately one third of <br /> a mile to the northeast of the site. The distance between Mormon Slough and <br /> the Stockton Diverting Canal is approximately 1.6 miles. Therefore, the <br /> aquifer parameters used in the evaluation of the injection wells performance <br /> at the Stockton Diverting Canal are based on data developed 1 .6 miles to the <br /> south. If the use of these aquifer parameters is appropriate, the FS Report <br /> should have stated that the use of these parameters for a site 1.6 miles to <br /> the north is justified based on the regional hydrostratigraphy. <br /> Page 24. The FS Report refers to four model Layer 1, seven model Layer 2 and two <br /> model Layer 3. It is unclear what is meant by the use of the terms "four <br /> model ", "seven model " and "two model ". <br /> CKW:cw <br />
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