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PR0515030
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Last modified
5/8/2020 12:31:23 PM
Creation date
5/8/2020 11:55:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0515030
PE
2950
FACILITY_ID
FA0012018
FACILITY_NAME
QUALITY CLEANERS
STREET_NUMBER
3081
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
3081 N TRACY BLVD
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
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EHD - Public
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Phase II Additional Subsurface Investigation <br /> Tracy Comers Shopping Center <br /> 3225 North Tracy Boulevard <br /> Tracy,California 95376 <br /> Partner Project Number 14-129814.3 <br /> January 27,2015 <br /> Page 13 <br /> Geology and Hydrogeology <br /> Based on a review of the United States Geological Survey (USGS) Stockton, California Quadrangle <br /> topographic map, the subject property is situated at an elevation approximately 22 feet above mean sea <br /> level and the local topography is sloping gently to the southwest. Refer to Figure 2 for a topographic <br /> map of the site vicinity. <br /> The subject property is situated within the Sacramento Valley plain of the Great Valley physiographic <br /> province of the State of California. The uppermost geologic formation underlying the soils at the subject <br /> property is the Pleistocene Age San Joaquin formation. The San Joaquin formation comprises the <br /> underlying stratigraphy and consists mostly of clay loam deposited in stream channel, point bar, and <br /> fluvial environments. The thickness of the San Joaquin formation is estimated to be over 80 inches. <br /> Based on borings advanced during this investigation,the underlying subsurface consists predominantly of <br /> brown, dense, damp clay with some medium sand (CL) from the ground surface to approximately 10 feet <br /> below ground surface(bgs). At 10 feet bgs,the,subsurface consists predominantly of brown and red well- <br /> graded wet gravels (GW). Groundwater was encountered during this investigation between 9.1 and 10.2 <br /> feet bgs, and is inferred to flow to the east. Referto Appendix A for boring logs from this investigation: <br /> Subsurface Investigation Scope of Work <br /> Refer to Table 1 for a summary of the borings, sampling schedule and laboratory analyses for this <br /> investigation. The scope of the Phase II Additional Subsurface Investigation included the advancement of <br /> four borings (Bl through B4)for the collection of representative soil and/or groundwater samples. <br /> Field Activities <br /> Utility Clearance <br /> Partner delineated the work area with white spray paint and notified Underground Services Alert North <br /> (USAN) to clear public utility lines as required by law at least 48 hours prior to drilling activities. USA <br /> issued ticket number 010482 for the project. <br /> Permitting <br /> Prior to drilling, Partner secured Well Permit Number 71267 from the San Joaquin County Environmental <br /> Health Department for soil boring advancement. Refer to Appendix B for a copy of the permit acquired <br /> for this investigation. <br /> Health and Safety Plan <br /> Partner reviewed the site-specific Health and Safety Plan with on-site personnel involved in the project <br /> prior to the commencement of drilling activities. <br /> Drilling Equipment <br /> On January 13, 2015, Partner subcontracted with Environmental Control Associates, Inc. (ECA) (State of <br /> California C57 Water Well Drilling Contractor License Number 695970) to provide and operate drilling <br /> equipment. ECA, under the direction of Partner, advanced borings B1 and B2 with a direct-push, limited- <br /> PARTNER <br />
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