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VIA NICOLO
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2900 - Site Mitigation Program
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PR0516772
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Last modified
6/1/2020 12:35:35 PM
Creation date
6/1/2020 12:29:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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hKLEINFELDER <br /> Map of the San Francisco — San Jose Quadrangle," indicates that the site is underlain by <br /> Pleistocene alluvium (plant area) and Miocene fanglomerate. The northwest trending Midway <br /> Fault is located adjacent off site to the west. <br /> According to the U.S. Department of Agriculture, Soil Conservation Service, "Soil Survey of <br /> San Joaquin County, California" dated October 1992, soils at the site consist of Calla Clay Loam <br /> and Carbona Clay. These soils generally correlate to a CL or CH in the Unified Soil <br /> Classification System. Permeability is described as slow with rapid runoff in areas of significant <br /> slope. <br /> Kleinfelder is currently conducting a geotechnical assessment in the vicinity of the proposed 72 <br /> million-gallon pond(s). Several test pits and borings were advanced at depths ranging from 10 to <br /> 30 feet. No free groundwater was encountered. Soils encountered consisted predominantly of <br /> clays (CL) and silts (ML). Copies of the draft logs are included in Appendix C. <br /> Kleinfelder has previously conducted one field assessment at the site. In 1985, Kleinfelder <br /> attempted to install three groundwater monitoring wells adjacent to the evaporation ponds on site <br /> (Appendix C). The borings were advanced to depths of 50 to 90 feet below grade. In general, <br /> the soils encountered consisted of alternating clays and silts with minor sand and gravel lenses. <br /> No free groundwater was encountered in borings 1 and 3 to a depth of 90 feet. What was <br /> described as a perched groundwater condition was encountered in boring 2 at a depth of <br /> approximately 29 feet. According to the 1985 report, during installation of the production well <br /> for the Musco Olive facility, groundwater was encountered at a depth greater than 250 feet, rising <br /> to within approximately 50 to 60 feet of the surface. A copy of the DWR well log for the <br /> production well on site is included in Appendix C. <br /> Kleinfelder also requested available water well logs for the vicinity of the site from DWR <br /> (Copies included in Appendix C). Several references to a thick clay layer, in some logs <br /> described as being 100 feet thick, are included on well logs within one to two miles of the site. <br /> Additionally, several references were made to a "blue clay" or blue shale at various depths in <br /> several borings. With one exception, the wells appear to be screened at depths greater than 250 <br /> feet. A single well located at "Patterson Pass Road and Highway 580" is screened in a black <br /> sand from 153 to 193 feet. <br /> 20-2594-03.WP2/201IR002 Page 3 of 12 <br /> Copyright 2000 Kleinfelder,Inc. December 29,2000 <br />
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