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ARCHIVED REPORTS_XR0008191
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0504943
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ARCHIVED REPORTS_XR0008191
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Last modified
6/18/2020 12:38:50 PM
Creation date
6/18/2020 12:12:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008191
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 <br /> gofive drums contain wastewater The wastewater will be disposed and documented in <br />' accordance with applicable regulations <br /> 3.2 Sampling Methods And Procedures <br />' 3.2.1 Soil Sampling Procedures <br /> A total of four soil samples were collected from the drive samples during well installation, <br /> and analyzed for TPH-D Samples from each well were collected at two discrete vertical <br /> locations (Table 3), with the primary objective of determining soil cuttings disposal options <br /> The TPH-D soil data has also been used to assessing variations in vertical TPH-D <br /> concentrations Soil samples at DMW-6 were collected at depths of 25 and 40 feet bgs, <br /> which corresponds to depths of 14 feet above groundwater and 1 foot below groundwater <br /> Soil samples at DMW-7 were collected at depths of 30 and 35 feet bgs, which correspond <br /> to depths of 9 and 4 feet above groundwater Soil samples were placed in stainless steel <br />' rings, capped with teflon seals, and stored in an ice box until delivery to the laboratory <br /> within 48 hours of sampling Samples were analyzed for TPH-D according to EPA method <br />' 8015M Analyses were performed by Quanterra Laboratories in Sacramento, California <br /> Copies of the laboratory reports are attached in Appendix D <br /> 3 2.2 Groundwater Sampling Procedures <br /> Groundwater samples were collected by Dames & Moore on December 21, 1998 Prior to <br />' sampling, the static water level was measured at wells DMW-6 and DMW-7 using an <br /> electric water level indicator An additional set of water level measurements for all seven <br /> wells was collected on January 21, 1999 Only monitoring wells DMW-6 and DMW-7 <br /> were sampled, in accordance with the Work Plan (Dames & Moore, 1998a) The sampled <br /> monitoring wells were purged with a disposable bailer The wells were purged until a <br />' minimum of three casing volumes were removed from the well, and until the <br /> field-measured temperature, pH, and specific conductivity stabilized Purged groundwater <br /> was stored in labeled steel drums Field parameters were recorded on a Field Record of <br /> Water Sample form for each well, which are included in Appendix E Copies of the <br /> laboratory reports and the chain-of-custody for the samples are included with Appendix D <br /> Water samples were collected from monitoring wells using disposable polyethylene bailers <br /> A new bailer was used at each well One duplicate groundwater sample (MW-0) was <br /> collected at DMW-7 The duplicate sample was collected in the same manner as the <br /> primary sample, following collection of the primary sample <br /> DAMES &MOORE 4 R\sac1044misc19902_03 doc <br />
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