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FIELD DOCUMENTS_1986
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FIELD DOCUMENTS_1986
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Last modified
6/17/2020 2:32:41 PM
Creation date
6/17/2020 1:27:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
1986
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
02
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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*Memorandum <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD e CENTRAL VALLEY REGION <br /> 3201 S Street Sacramento, California 95816 Phone: 445-0270 <br /> Paul E. Jepperson FROM: Robert E. Fujii <br /> To: Associate Water Resource <br /> Supervising Engineer Control Engineer <br /> Jerrold A. Bruns, Chief <br /> Standards, Policies, and <br /> Special Studies Section <br /> DATE: 17 July 1986 SIGNATURE: <br /> SUBJECT: MARLE.Y COOLING TOWER COMPANY (CLOSURE AND POST-CLOSURE PLAN REVIEW) <br /> I have reviewed the Surface Impoundment Closure and Post-Closure Plans and have <br /> the following comments: <br /> 1 . On page 20: The closure schedule is confusing since there are two tasks <br /> numbered 7 and no days allowed for construction of the drainage controls. <br /> 2. On page 26: Existing data appear to indicate that copper (Cu) and Arsenic <br /> (As) are absorbed in the upper soil strata. However, Chromium VI (Cr VI) <br /> which is also present in the soils underlying the Marley Cooling Tower <br /> Company (MCTC) site is very mobile. Analyses of samples from monitoring <br /> wells located near the surface impoundment (MW-5, MW-207, and MW-102) <br /> have indicated levels in excess of the drinking water standard for total <br /> Chromium (total Cr) of 0.05 mg/1 . Therefore, MCTC should characterize the <br /> concentrations present in the pond sediments and also the soils immediately <br /> underlying the surface impoundment. Once characterized, an assessment of <br /> whether it is reasonable and economically feasible to remove these <br /> materials can be made. <br /> 3. On page 53: Due to the close proximity of the stormwater retention pond <br /> to the retort pit it may be difficult to establish a point of compliance <br /> and develop a ground water monitoring program for just the pond alone. <br /> Therefore, MCTC should cocrdinate the post-closure monitoring for the <br /> pond with the existing monitoring program for the overall site. This will <br /> entail quarterly monitoring of all on-site and off-site wells. The <br /> parameters suggested in the plan should be adequate (Cu, As, Cr VI, total <br /> Cr) along with an additional analysis for nitrates. <br /> Since the MCTC surface impoundment has been determined to be a Class I waste <br /> management unit, the specifications for the final closure design and post- <br /> closure maintenance activities are governed by the Department of Health <br /> Services (DHS) regulations which are contained in Title 22, Division 4, <br /> Chapter 30, of the California Administrative Code. The design specifications, <br /> although not directly covered under our regulations (i .e. , Subchapter 15), are <br /> still subject to review and approval by the Regional Board. Based on my <br /> review and discussions with the staff of DHS regarding their specific comments <br /> on the final closure design we concur that it does not meet the requirements of <br /> Title 22. Therefore, if MCTC addresses the comments drafted by DHS this should <br /> satisfy the concerns of the Regional Board as well . <br /> REF:mlm <br />
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