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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/1/2020 12:26:14 PM
Creation date
6/1/2020 12:12:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0506509
PE
2960
FACILITY_ID
FA0007466
FACILITY_NAME
GEORGIA PACIFIC CORP (FORMER)
STREET_NUMBER
75
Direction
W
STREET_NAME
VALPICO
STREET_TYPE
RD
City
TRACY
Zip
95336
APN
24613007
CURRENT_STATUS
01
SITE_LOCATION
75 W VALPICO RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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City of Tracy - PW • 209-eai-4472 10/12/01.47P P.002 <br /> City of Tracy and Georgia Pacific Corporation <br /> Indemnity Agreement <br /> Page 2 <br /> be S micrograms per liter(µg/,)chloroform. <br /> Groundwater will be extracted from existing wells RW-1 and RW-2,located immediately <br /> north of the Basin,and pumped through an aeration system consisting of a series of <br /> manifolds and spray heads. Treatment of the extracted groundwater will occur through <br /> volatilization of chloroform as the water droplets fall into the Basin. Effluent will be <br /> returned to the Basin for infiltration to the shallow water-bearing unit. <br /> Pilot test results obtained in July 1998 (Groundwater Extraction/Aeration Pilot Test and <br /> Semi-Annual Monitoring Report, Former Georgic-Pacific Corporation Chemical Packaging <br /> Plant, 75 W Valpico Road, Tracy, California, September 11, 1998) indicated that the <br /> percolation tate of the Basin is less than the projected flow rate of the remediation system. <br /> Therefore, a portion of the treated effluent will be pumped to the irrigation canal, a facility <br /> owned by the West Side Irrigation District(WS1D)to maintain a static water level within the <br /> Basin. <br /> Recirculation of treated water via percolation is expected to enhance remediation of <br /> subsurface materials by washing chloroform from the unsaturated zone into shallow <br /> groundwater, where it will be transported to the extraction wells and removed. The <br /> groundwater mounding expected to occur immediately beneath the Basin will be <br /> hydraulically controlled by the two extraction wells <br /> G-P shall ensure that the groundwater remediation facilities aro operated in a manner that does <br /> not interfere with City facilities or City use of the Basin. Use of the Basin by G-P shall be <br /> monitored by the Public Works Director or his designee. <br /> G-P shall ensure that the groundwater remediation facilities are operated to meet all RWQCB <br /> discharge requirements in compliance with the NPDES and the WDR. <br /> G-P shall be responsible for all of the operations and maintenance of the groundwater <br /> remediation system. <br /> GP shall be responsible for the maintenance of the Basin, including weed control. <br /> G-P shall be responsible for controlling the discharge from the groundwater remediation <br /> facilities and the Basin to meet the operating requirements of WSID and the G-P NPDES <br /> permit. <br /> G-P shall be responsible for any damages to the City Basin or City facilities, such as the basin <br /> fencing,and well-site property arising from G-P's use of the City Basin. - <br /> c.Tim in¢ <br /> The estimated time for the completion of this remediation project is December 31, 2005 <br /> and the timing shall be strictly adhered to unless otherwise modified in writing. <br />
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