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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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i • • <br /> ithe installation of the groundwater monitoring well network for the Phase 1 <br /> development; the monitoring well network for Phase 2 shall be documented in a <br /> ireport submitted at a later date. <br /> Local Hydrogeologic Conditions <br /> iThe Lathrop area is located in the basin-trough geologic zone of the San Joaquin <br /> Valley, which consists of continental Pleistocene and Holocene stream-laid and <br /> i still-water deposits3. These deposits are derived from a mixture of Sierra Nevada <br /> and Coast Range rocks'. The near surface deposits are mapped primarily as <br /> Quaternary alluvial flood plain deposits5. The local depositional environment is a <br /> i sedimentary river basin, and the shallow sediments are primarily flood plain and <br /> over bank deposits of sand, silt and clay. The near surface deposits are <br /> characterized by discontinuous inter-bedded silty sand, sandy silt, silty clay, clay, <br /> i and sand deposits6. Soils are derived from mixed Sierran and Coast Range <br /> source materials, and are characterized by poor drainage. <br /> i In the Mossdale subarea, borehole samples collected as part of monitoring well <br /> installation show variable mixtures of sediment color and texture. (See Section <br /> 2.1 for a discussion of drilling details; the boring and construction logs are <br /> i provided in Appendix A). The shallow (within 20-feet of land surface) water- <br /> bearing sediments generally exhibit a fining upward sequence; the upper <br /> sediments are predominantly fine-grained deposits, whereas the lower deposits <br /> i are predominantly sands. First water was encountered during drilling at depths <br /> that ranged from 7 to 19.5 feet below land surface; depth to water may have <br /> i been influenced at some locations by construction dewatering. <br /> In the northwestern and southeastern portions of Mossdale, the fine-grained <br /> i deposits consist of variable mixtures of brown fine sand, clay, and silts; lenses of <br /> olive gray silt and clay are frequently encountered. A fine to medium grained <br /> olive-gray sand underlies the fine-grained deposits at depths ranging from 3 to 16 <br /> i feet below land surface. These general lithologic trends are characterized by the <br /> borings for monitoring wells MWM-1 through MWM-11, and MWM-16, MWM-20, <br /> and MWM-21 (see Figure 2 for monitoring well locations). In the central portion <br /> iof the Mossdale subarea, there is a general reduction in the frequency and <br /> i 3 Jennings, C.W. and Strand, R.G., 1958, "Geologic map of California, Santa Cruz Sheet', <br /> California Division of Mines and Geology, Sacramento, California. <br /> " Miller, R.E., Green, J.H., Davis, G.H..,1971, US Geological Survey Professional Paper 497-E. <br /> 5 Atwater, B. F., 1982, Geologic maps of the Sacramento-San Joaquin Delta, California, US <br /> i Geological Survey Miscellaneous Field Studies Maps, MF-1401. <br /> 6 Kleinfelder, "Hydrogeology of the Mossdale and Reiter Property, Lathrop, California", November <br /> 24, 2004. <br /> i 7 Soil Conservation Service, 1992, Soil Survey of San Joaquin County <br /> 8 Appendix A("Construction and Boring Logs for Monitoring Well") includes borehole sample <br /> descriptions based on the Unified Soil Classification System, and Appendix C ("Pore Water <br /> Extraction Results") includes similar lithologic descriptions based on feel as described in Shaw <br /> i (1928). <br /> i <br />
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