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2900 - Site Mitigation Program
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PR0506509
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Last modified
6/1/2020 12:17:28 PM
Creation date
6/1/2020 12:15:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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BROWN AND <br /> C A L D W E L L <br /> December 4, 1996 <br /> Ms. Polly Lowry <br /> Associate Engineering Geologist <br /> California Regional Water Quality <br /> Control Board - Central Valley Region <br /> 3443 Routier Road, Suite A <br /> Sacramento, California 95827-3098 11-2092-13 <br /> Subject: Work Plan for Installation of Additional Groundwater Monitoring Wells <br /> Dear Ms. Lowry: <br /> Brown and Caldwell is please to submit, for your review and approval, this work plan for the <br /> installation of additional groundwater monitoring wells in the vicinity of Georgia-Pacific <br /> Corporation's (GP's) former chemical packaging plant, located at 75 W. Valpico Road in <br /> Tracy California (Site). This work plan is being submitted in response to your letter to <br /> Ms. Julie Raining of GP dated October 4, 1996, and our telephone conversation dated <br /> November 20, 1996. <br /> GP and Brown and Caldwell propose to install four additional groundwater monitoring wells <br /> at the approximate locations identified on the attached figure. The actual location of the off- <br /> site, downgradient well is subject to City and land owner approval. Soil boring and well <br /> construction, development, and sampling procedures to be followed during this investigation <br /> are included as Attachment A. Briefly, borings will be drilled using a hollow stem auger <br /> drilling rig to approximately 15 feet below the encountered groundwater surface. One on-site <br /> boring will be continuously cored for lithologic determination and to aid in the future analysis <br /> of potential remedial options. For the remaining three soil boring, one soil sample will be <br /> collected every five feet for logging purposes. Soil samples will be screened for the presence <br /> of volatile organic compound vapors using a photo-ionization detector. In addition, one soil <br /> sample collected from the capillary fringe of each boring will be submitted to an analytical <br /> laboratory for chemical analysis. <br /> Following completion of the drilling and sampling procedures each soil boring will be <br /> completed as a groundwater monitoring well. Monitoring wells will be constructed with <br /> approximately 25 feet of slotted casing, 15 feet below the existing groundwater table and 10 <br /> feet above. The proposed screen length will better accommodate the fluctuating groundwater <br /> levels typically encountered in the Tracy area. The well annulus will be sealed with cement- <br /> bentonite grout and allowed to cure for a minimum of 24 hours prior to development. Once <br /> Enw,onmental Engineering Ano Consulting•Analytical Selvices <br /> E:\paYie\Wo[Wndoo ERFRONT PLAZA. SUITE 400, 500 .ALA MOANA BOULEVARD, HONOLULU, H1 96813 <br /> 808) 523-8499 FAx (808) 533-0226 <br />
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