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2900 - Site Mitigation Program
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PR0508450
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Last modified
5/29/2019 11:33:59 AM
Creation date
5/29/2019 11:23:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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12/06/00 WED 17:40 FAX 916 38802 DAMES & MOORE SAC • Z014 <br /> DD7C-Tracy OU 1 Groundwater Treatment for Pesticides,Pump Test Work Plan <br /> 2.4 Observation Piezometer Plan. Each wastewater sample should be <br /> Abandonment analyzed for the following: <br /> 2.4.1 Upon completion of the aquifer tests,the • PH; <br /> temporary observation piezometers will be <br /> abandoned. Abandonment should be performed • Halogenated organics using Method 8021; <br /> according to the general procedures described in <br /> the Comprehensive Field Work Plan. All • Semivolatile organic compounds(SVOCs), <br /> abandonment procedures will be performed in <br /> accordance with federal, state,and county • Organochlorine pesticides; <br /> regulations in order to assure that the quality of <br /> the groundwater is protected and possible • Total threshold limits metals by Methods <br /> physical hazards to humans is eliminated. 6010 and the 7000 series;and <br /> 2.4.2 As the casing is pulled out of the ground, • Toxicity characteristic leaching potential <br /> grout will be injected to fill the boring. In the (TCLP) (metals, pesticides, herbicides, <br /> event that the casing breaks or the soil has SVOCs,volatile organic compounds). <br /> collapsed around the casing,preventing it from <br /> being pulled out,the boring will be drilled out 2.5.3 Proper disposal of IDW will be <br /> using hollow stem auger techniques and determined based upon analytical results. All <br /> backfilled with grout. IDW will be disposed of in accordance with <br /> federal and state regulations as outlined in the <br /> 2.4.3 The grout will be a bentonite-cement Comprehensive Field Work Plan, <br /> mixture using procedures required under the <br /> California Administrative Rules of Water Well 3.0 BASELINE BUDGET <br /> Drillers and Article 56 of EPA 57019-75-0001. <br /> The baseline budget,by task is shown in Table 3-1. <br /> 2.5 Investigation Derived Waste 4.0 BASELINE SCHEDULE <br /> 2.5,1 Groundwater removed during the <br /> pumping tests will be temporarily stored in an The baseline schedule is shown in Appendix A. <br /> approved storage tank(such as a Baker tank). 5,0 REFERENCES <br /> The container will be labeled with a permanent, <br /> non-fading and weatherproof label and shall <br /> include the following information: Neuman, S.P. 1975 Analysts of Pumping Test <br /> Data from Anisotropic Unconfined Aquifers <br /> • Well or boring identification; Considering Delayed Yield Gravity Response. <br /> Water Resources Research, v. 11,pp. 329—342 <br /> • Date; <br /> Radian International,2000 Comprehensive Field <br /> • Type of material(purge water, etc.); and Work Plan Draft(Version 3), September. <br /> • Name, organization and telephone number Radian International, 1999 OU I Groundwater <br /> of person knowledgeable of investigation Treatment for Pesticides, Pre-Design Technical <br /> derived waste(IDW)collection. Summary Final October. <br /> 2,5.2 Sampling of the IDW will be performed in <br /> order to characterize the waste and determine the <br /> proper means of disposal. Sampling procedures <br /> are outlined in the Comprehensive Field Work <br /> OU-1 Pimp Test WP 7 Nwcmber 2000 <br />
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