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2900 - Site Mitigation Program
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PR0517366
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Last modified
6/18/2019 5:16:32 PM
Creation date
6/18/2019 4:32:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0517366
PE
2950
FACILITY_ID
FA0013377
FACILITY_NAME
FITZPATRICK HOMES
STREET_NUMBER
1785
Direction
N
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
949412933
CURRENT_STATUS
01
SITE_LOCATION
1785 N CORRAL HOLLOW RD
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' k`■ KLEINFELDER <br /> A total of eight soil samples were collected for potential chemical analyses from the samples <br /> collected above groundwater (samples collected at 4 and 7 feet bgs from each well boring). <br /> ' Chemical analysis was subsequently conducted on 4 soil samples, one from each well boring <br /> collected at depths of 4 or 7 feet. <br /> ' Soil cuttings and decontamination water generated while drilling were placed on the large <br /> stockpiled soil located adjacent and south of Large Excavation C. <br /> ' 4.2.3 Measurement of Water Levels <br /> ' A groundwater level survey was conducted prior to sampling the four temporary monitoring wells <br /> TW-1 through TW-4. The wells were sounded on July 6, 2001 prior to groundwater purging and <br /> sampling and on July 11, 2001 prior to well destruction. The well casing was vented during <br /> installation therefore equilibrated at least 24 hours prior to measurement of water levels. The <br /> depth-to-water was measured in each well according to the general protocol described in Appendix <br /> B. Depth to groundwater measurement field sheets are located in Appendix D. <br /> ' Delta Survey hic of Lodi, California surveyed the top of casing elevations relative to a local bench <br /> ' mark in the area. The depth-to-water measurements were then converted to relative groundwater <br /> elevations based on surveyed well data. Groundwater elevations and related data are summarized <br /> on Table 5. <br /> ' Depth to water was relatively consistent ranging from 8 to 10 feet below ground surface. <br /> Groundwater flow direction during both sounding events was towards the northeast at a gradient of <br /> ' 0.0028 ft./ft. Groundwater contour gradient maps are illustrated on attached Plates 3 and 4. <br /> 4.2.4 Collection of Groundwater Samples <br /> A total of 4 groundwater samples were collected on July 6, 2001. The samples were collected from <br /> temporary monitoring wells TW-1 through TW-4 (Plate 2). The wells were purged and sampled <br /> using disposable bailers and as generally described in Appendix B. Copies of the monitoring well <br /> sampling logs are included in Appendix D. <br /> ' 4.3 SAMPLE COLLECTION AND HANDLING <br /> Soil samples were collected within the various excavations, potholes and stockpiles using the <br /> following methods described in Section 4.3.1. Sample handling was conducted similarly for both <br /> soil and groundwater samples as described in Section 4.3.2. Kleinfelder's Typical Field Protocol <br /> ' is described further in Appendix B. <br /> 4.3.1 Soil Sample Collection <br /> tSoil samples collected from within the three excavations were collected by slide hammering a 2- <br /> inch diameter by 6-inch long stainless steel tube into the soil. Extensions were used as necessary <br /> 20-4341-I1.E01/2011R959 Page 14 of 31 <br /> Copyright 2001,Kleinfelder,Inc. August 21,2001 <br />
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