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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/1/2018 10:03:55 PM
Creation date
11/1/2018 11:57:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
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) 361-5600 <br /> Sacramento, CA 95827-3098 ATSS Phone: 8-495-5600 <br /> TO: Greg Vaughn FROM: Camilla Williams <br /> Senior WRC Engineer Engineering Geologist <br /> DATE: 13 September 1990 SIGNATURE: fRil1LGJi�O�tar//ny <br /> SUBJECT: REVIEW OF THE MODIFIED CLOSURE PLAN, KEARNEY-KPF, SAN JOAQUIN COUNTY <br /> I have reviewed the 9 August 1990 Modified Closure Plan, submitted by Hargis and <br /> Associates for Kearney-KPF. The portion of the Plan which involves the closure of the <br /> surface impoundments is generally acceptable. However, the portion of the Plan <br /> regarding the construction of a disposal basin in the western field causes concern and <br /> the intended use of that basin is unclear. <br /> I concur with the proposals for closure to remove the soils which contain contaminants <br /> above the soluble designated levels (SDLs) to a Class I facility and to perform <br /> confirmation sampling. As previously noted in our review of the Soil Assessment <br /> Report, because the contaminated soils to be closed in-place are below the SDLs, it is <br /> not necessary to construct a compacted clay cover for the ponds. It is necessary; <br /> however, that the pond areas are regraded to divert drainage away from the surface <br /> impoundments. If Kearney-KPF does install a cover over the pond areas, we should <br /> require that the landfarmed cuttings and drilling muds from the remedial investigation <br /> (RI) are not placed in the upper one foot of the cover. <br /> There are two major aspects of the Plan which involve the proposed construction of a <br /> basin which are unacceptable and will require modification and clarification before <br /> they can be approved. The unacceptable portions of the Plan are discussed below. <br /> 1) The infiltration basin has been located directly over the cuttings and drilling <br /> mud disposal areas in the southwestern portion of the western field. The use of <br /> this portion of the site for waste disposal has been changed from that which was <br /> previously agreed upon with the Regional Board. Wastes from the RI were <br /> landfarmed only after the facility proposed this disposal alternative and <br /> guidelines for disposal were established with our concurrence as a one-time <br /> disposal for the RI . More wastes from Phase II of the RI will need to be <br /> disposed of in the future. The Plan proposes to use the landfarmed wastes in the <br /> construction of a cover over the pond areas. The wastes from the RI were only <br /> analyzed for heavy metals and volatile organic constituents and the landfarmed <br /> wastes have not been tested to determine if their properties are suitable for a <br /> cover. <br /> 2) The proposed primary use of the basin is for the disposal of all site drainage. <br /> This would include storm water runoff. The quality of the site drainage is <br /> unknown and the Plan did not include water quality data or proposals for <br /> monitoring or treatment of the drainage to assure that disposal into the basin <br /> will not pose a threat to the quality of the groundwater. Previous discussions <br /> with Hargis did not stress that the primary use of this basin was for site <br /> drainage, but rather for the disposal of treated groundwater. The disposal of <br />
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