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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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k9 KLEINFELDER <br /> 2.3 GEOLOGY AND HYDROGEOLOGY <br /> The site lies along the transition between the Great Valley and Coast Ranges Geomorphic <br /> Provinces of California. Review of the California Division of Mines and Geology "Geologic <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 San <br /> Joaquin County, California" dated October 1992, soils at the site consist of Calla Clay Loam and <br /> Carbona Clay. These soils generally correlate to a CL or CH in the Unified Soil Classification <br /> System. Permeability is described as slow with rapid runoff in areas of significant slope. <br /> Kleinfelder has conducted a geotechnical assessment in the vicinity of the proposed 72 million- <br /> gallon pond(s). Several test pits and borings were advanced at depths ranging from 10 to 30 feet <br /> below ground surface (bgs). No free groundwater was encountered. Soils encountered consisted <br /> predominantly of clays (CL) and silts (ML). <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 <br /> site. The borings were advanced to depths of 50 to 90 feet below grade. In general, the soils <br /> encountered consisted of alternating clays and silts with minor sand and gravel lenses. No free <br /> groundwater was encountered in borings 1 and 3 to a depth of 90 feet. What was described as a <br /> perched groundwater condition was encountered in boring 2 at a depth of approximately 29 feet. <br /> According to the 1985 report, during installation of the production well for the Musco Olive <br /> facility, groundwater was encountered at a depth greater than 250 feet, rising to within <br /> approximately 50 to 60 feet of the surface. <br /> Kleinfelder also requested available water well logs for the vicinity of the site from DWR for <br /> review. Several references to a thick clay layer, in some logs described as being 100 feet thick, <br /> are included on well logs within one to two miles of the site. Additionally, several references <br /> were made to a "blue clay" or blue shale at various depths in several borings. The referenced <br /> blue clay is may be the Cocoran Clay. With one exception, the wells appear to be screened at <br /> depths greater than 250 feet bgs. A single well located at "Patterson Pass Road and Interstate <br /> 580" is screened in black sand from 153 to 193 feet bgs. <br /> 20-2594-03.004/2011 R447 Page 4 of 16 <br /> Copyright 2001 Kleinfelder,Inc. June 8,2001 <br />
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