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2900 - Site Mitigation Program
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PR0518632
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Last modified
1/7/2020 2:54:29 PM
Creation date
1/7/2020 2:33:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0518632
PE
2960
FACILITY_ID
FA0014022
FACILITY_NAME
ST SERVICES
STREET_NUMBER
2941
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
2941 NAVY DR
QC Status
Approved
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EHD - Public
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Initially,four hydrogeologic zones(A, B, C, and D zones)were identified at the Facility(SECOR, 2002). The <br /> currently understood conditions suggest that the A and B zones are not as continuous as previously <br /> reported and are likely hydraulically connected. The stratigraphy underlying the northern portion of the <br /> Facility dips to the east, with little to no dip underlying the southern portion of the Facility. Based on the <br /> 2008/2009 investigations, the water-bearing zones in the southern portion of the leasehold can be <br /> summarized as follows: <br /> • A/B Zone. The A/B zone is comprised of laterally discontinuous and intermittently connected sand <br /> and clay layers of various thicknesses. At the Facility, the A/B zone is first encountered at ground <br /> surface (with the exception of locations where surface fill or pavement is present) and ranges from <br /> 20 to 40 feet in thickness. <br /> • C Zone. The C zone is generally separated from the A/B zone by 2 to 10 feet of silt and clay and is <br /> typically hydraulically isolated from the A/B zone except in the eastern portion of the Facility (near <br /> location OW-7). The C zone generally ranges from 10 to 28 feet in thickness and is the most <br /> laterally and vertically continuous sand layer under the Facility. <br /> • D Zone. The D zone is generally separated from the C zone by 3 to 10 feet of silt and clay and <br /> consists of thin, laterally discontinuous sand layers that are interbedded with silt and clay. At the <br /> Facility, the D zone is generally encountered at a depth of 47 to 70 feet below ground <br /> surface(bgs). <br /> More detailed descriptions of the hydrogeologic conditions and currently understood nature and extent of <br /> hydrocarbons at the Facility are presented in the Vertical Groundwater Investigation Results Report(Ash <br /> Creek,2009a)and the Subsurface Investigation Report(Ash Creek, 2009b). <br /> 3.0 Well Relocation Activities <br /> The following work is proposed to relocate two monitoring wells to accommodate construction of a new <br /> railroad spur. <br /> 3.1 Scope of Work <br /> The scope of work is described below. Work will be conducted consistent with NuStar drilling protocols <br /> (NuStar, 2003). <br /> Pre-Field Activities. An underground utility locate request will be submitted to the Underground Service <br /> Alert (USA) North. In addition, a private utility locator will be retained to clear the locations prior to <br /> performing the subsurface work. ' <br /> ■ <br /> Work Plan for Monitoring Well Relocation Page 2 " <br /> NuStar Stockton Terminal-Stockton,California <br /> May la 2011 <br /> 1014-10 <br />
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