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2900 - Site Mitigation Program
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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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Kearney-KPF <br /> HAR Quarterly Report -3- 6 July 1990 <br /> LEA is the Public Health Services Department of San Joaquin County. They should be <br /> contacted to determine what requirements may be necessary for their permit. <br /> Hydrogeologic Assessment Report (HAR) <br /> Kearney-KPF was originally notified that a HAR was required by the Toxic Pits Cleanup <br /> Act (TPCA) by letter dated 14 January 1986. Kearney-KPF submitted their original HAR <br /> in June 1986. This report was found to be deficient in several areas and the facility <br /> was notified by letter dated 22 August 1986. Since that time, the outstanding <br /> deficiency of the HAR was the descri tion of the vadose zone beneath the surface <br /> impoundment, as required by §25208.8(i). Because of the thorough soils investigation <br /> in the area cf the surface impcundments, the data contained in the SAR meets the <br /> requirements of this Section. Therefore, Kearney-KPF is considered to have completed <br /> their HAR and have met the requirements of §25208.8 of the TPCA. <br /> March 1990 Quarterly Report <br /> The March 1990 Groundwater Quality Quarterly Report was submitted by Hargis and <br /> Associates on 7 June 1990. The report revealed that there were significant increases <br /> in VOC concentrations from the previous quarter. The total VOC concentrations from <br /> wells in the intermediate zone increased from 512 micrograms per liter (µg/1) to 1022 <br /> µg/1 in KI-5 and from 1990 µg/l to 2475 µg/l in KI-6. These ground water samples had <br /> the highest concentrations of VOCs at the site. The primary drinking water standard <br /> (DWS) for 1 , 1-dichloroethylene (1 , 1-DCE) was exceeded in the sample from KI-4. The <br /> proposed primary DWS for 1 , 1-dichloroethane (1 ,1-DCA) and the primary DWS for 1 ,1-DCE, <br /> tetrachloroethylene (PCE) , 1 , 1 ,1-trichloroethane (1 , 1 , 1-TCA) and trichloroethylene <br /> (TCE) were exceeded in the samples from KI-5 and KI-6. These high concentrations of <br /> VOCs in KI-5 and KI-6 continue to indicate that the VOC contaminant plume in the <br /> intermediate zone of the aquifer appears to have moved off-site to the north. <br /> Total VOC concentrations in the sample from KD-4 increased from 1 .4 µg/l to 53.7 µg/l <br /> from the previous quarter. The primary DWS for 1, 1-DCE and PCE were exceeded in this <br /> sample. The significant increase in VOC concentrations is probably due to the pumping <br /> influence from the off-site supply well CWS-77. None of the other deep monitor well <br /> ground water samples have had VOC concentrations on this order of magnitude in recent <br /> quarterly sampling rounds. This trend must be closely monitored to determine if the <br /> increase in VOC concentration continues and ultimately whether the deep aquifer zone <br /> must be remediated. If these elevated VOC concentrations continue to be found in the <br /> deep zone, the installation of additional monitor wells will be required. <br /> CKW:gs <br /> Attachment <br />
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