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2900 - Site Mitigation Program
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PR0523929
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Last modified
5/30/2019 10:33:58 AM
Creation date
5/30/2019 10:24:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523929
PE
2965
FACILITY_ID
FA0016100
FACILITY_NAME
WRP #1/ CITY OF LATHROP
STREET_NUMBER
18800
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813035
CURRENT_STATUS
01
SITE_LOCATION
18800 CHRISTOPHER WAY
QC Status
Approved
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EHD - Public
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' Consistent with the approved work plan, the three boreholes at the MBR <br /> WWTP were drilled to total depths of about 30 to 35 feet below land surface <br /> ' because water table depths are slightly greater upslope of the Mossdale <br /> subarea. <br /> ' Decontamination Procedures <br /> ' Decontamination procedures entailed rinsing the drilling equipment between sites <br /> with potable water. The rinseate and drill cuttings were spread on the ground <br /> near each well construction site. In developed areas, the rinseate and borehole <br /> ' cuttings were transported and disposed in a nearby application field or <br /> undeveloped area of the site. <br /> ' Soil Sampling and Borehole Logging <br /> ' A split-spoon sampler provided continuous geologic cores for inspection and <br /> sampling. The texture and moisture content of the drill cuttings was recorded in <br /> the field, and detailed soil descriptions utilizing the Unified Soil Classification <br /> ' System are reported graphically on the well boring logs (Appendix A). <br /> Borehole samples were collected by HydroFocus, Inc. personnel and transported <br /> ' from the field to extract the pore-water using a vacuum pump and filter. The pore <br /> water was extracted within 72-hours of sample collection, and the electrical <br /> conductivity of the water utilized to estimate the Total Dissolved Solids <br /> ' concentration of the soil water (pore extract results are provided in Appendix C). <br /> The pore-water extracts provide insight into the depth distribution of groundwater <br /> salinity at the monitoring well locations'Z. Pore water samples from three <br /> ' boreholes (MWM-4, -8, and -11) appear to show decreasing salinity with depth, <br /> four boreholes (MWM-5, -15, -19 and -26) appear to show increasing salinity with <br /> depth, and no discernable trend was visibly identified in samples from the <br /> ' remaining boreholes. Additional analyses of well water samples and <br /> groundwater flow directions provided by quarterly monitoring data will be useful <br /> for more fully understanding these observed spatial trends in groundwater <br /> ' salinity. <br /> t2.2 Well Construction Details <br /> All wells were constructed from 4-inch diameter, Schedule 40 PVC well casings <br /> ' and placed within the 10-inch diameter borings. All but one well (MBRMW-1) <br /> were screened with 0.010-inch factory cut slots; MBRMW-1 was screened with <br /> 0.020-inch factory cut slots in an attempt to increase well yield. The bottom of <br /> ' 12 Multiple core extracts were obtained from all but three well boreholes; due to logistical <br /> constraints, no core samples were collected for extraction from boreholes for MWM-25, MBRMW- <br /> ' 1 and MBRMW-2. <br /> 1 <br />
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