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ARCHIVED REPORTS_SITE CHARACTERIZATION WORK PLAN
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0537136
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ARCHIVED REPORTS_SITE CHARACTERIZATION WORK PLAN
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Last modified
4/8/2020 2:09:41 PM
Creation date
4/8/2020 2:02:08 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
SITE CHARACTERIZATION WORK PLAN
RECORD_ID
PR0537136
PE
2960
FACILITY_ID
FA0021316
FACILITY_NAME
NUSTAR ENERGY, LP
STREET_NUMBER
3015
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
3015 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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A Zone <br /> The A Zone typically extends from ground surface to approximately 20 to 25 feet <br /> below ground surface (bgs). The upper 10 to 15 feet of the A Zone consists of silt <br /> and clay with lesser amounts of interbedded sand. Sand units in the upper part of <br /> the A Zone are typically 1 foot to 2 feet thick, and are laterally discontinuous. <br /> The lower part of the A Zone consists of interbedded clay, silt, and sand. Sand <br /> units in the lower part of the A Zone are typically thicker than those of the upper <br /> A Zone (up to 10 feet in thickness) and can be correlated over greater lateral <br /> distance. The thickest A Zone sand sequences occur in the central part of the site, <br /> and thin to the east and west becoming laterally discontinuous. <br /> The basal portion of the A Zone and upper part of the B Zone typically consists of <br /> low-permeability silt and clay with minor interbedded sands. Over lateral <br /> distances of 100 to 200 feet, the thickness of lower permeability materials <br /> separating A Zone and B Zone sands may vary from 3 feet to greater than 10 feet. <br /> Depth to groundwater in the A Zone ranges from approximately 2 feet to 6 feet <br /> bgs. Groundwater levels typically fluctuate from 1 foot to three feet seasonally. <br /> Groundwater within the A Zone generally flows south to southeast with hydraulic <br /> gradients ranging from approximately 0.001 to 0.016 feet per foot(ft/ft). <br /> B Zone <br /> The upper part of the B Zone is encountered at approximately 20 to 25 feet bgs. <br /> The B Zone generally extends to depths of approximately 40 feet bgs; however <br /> basal portions of the B Zone have been defined down to depths of approximately <br /> 55 feet bgs. The B Zone tends to have a higher proportion of sand than the A <br /> Zone, and individual sands are more continuous. Low-permeability B Zone strata <br /> consist of silt and clay distributed through the upper part of the B Zone as <br /> described above, and are locally interbedded with B Zone sands. <br /> Groundwater within the B Zone generally flows east to southeast with hydraulic <br /> gradients ranging from approximately 0.001 to 0.015 ft/ft. The B Zone water <br /> levels also exhibit seasonal fluctuation. <br /> B/C Aquitard <br /> The B Zone is underlain by low-permeability silts and clays that comprise the B/C <br /> aquitard. The thickness of the B/C aquitard is highly variable. Variations in <br /> thickness are likely the result of localized scouring and deposition of overlying <br /> B Zone sands. The B/C aquitard is approximately 4 feet thick in the northwest <br /> part of the site, and thickens to the east and south where 10 to 20-foot thick <br /> low-permeability units are encountered. <br /> site Characterization Work Plan,Final, May 18,2012 <br /> 1007-012.002 2-4 <br />
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