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2900 - Site Mitigation Program
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PR0515532
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Last modified
2/20/2020 11:56:34 AM
Creation date
2/20/2020 11:13:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0515532
PE
2950
FACILITY_ID
FA0012222
FACILITY_NAME
CORDES FARM
STREET_NUMBER
24915
Direction
S
STREET_NAME
HANSEN
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
24915 S HANSEN RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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wooden barn, several abandoned wooden chicken coups, and a small sheet metal storage shed with <br /> an abandoned automobile and miscellaneous autoparts. Features of environmental note at the main <br /> compound include three above ground diesel tanks, an single above ground gasoline tank, above <br /> ground water tanks, an on-site groundwater production well, and three underground septic tanks. <br /> The remaining portions of the property are essentially open farmland currently under cultivation. <br /> The predominant crop is oats with minor amounts of alfalfa also being grown. <br /> The subject property is located along the eastern flanks of the San Joaquin Valley. The topography <br /> has a natural slope from a high of 220 feet above mean sea level (MSL) at the southwest corner as <br /> per the USGS Topographical Map, Midway Quadrangle (1953-photorevised 1980) to 80 feet above <br /> MSL at the northeast corner as per USGS Topographical Map,Tracy Quadrangle (1954- <br /> photorevised 1981). <br /> The surface geology of the subject site is mapped as Quaternary alluvial fan deposits as per the <br /> Geologic Map of the San Francisco -San Jose Quadrangles (1991). The alluvial fan deposits <br /> consists of varying mixtures of gravel, sand, silt and clay. These deposits are underlain of older <br /> sedimentary deposits which are over several hundred feet in thickness. Surface soils exposed on the <br /> subject property generally consisted of brown clayey silt with some sand and gravel. <br /> Based on hydrogeological reports in the area, groundwater is expected to occur at approximately 50- <br /> feet below ground surface (bgs)but will vary as does the site's surface topography. Based on the <br /> site's surface topography, the groundwater flow direction is assumed to be to the northeast. The <br /> regional groundwater flow direction is generally believed to be towards to the west towards the San <br /> Francisco Bay through the San Joaquin Delta. The San Joaquin County Flood Control and Water <br /> Conversation District Map (1996) does not show any groundwater contours in the vicinity of the <br /> subject site indicating a very flat groundwater gradient. <br /> II. PURPOSE AND SCOPE OF WORK <br /> The purpose of this investigation is to characterize the nature and extent of the petroleum and metal <br /> contamination in the site's soils. The scope-of-work presented in this workplan,consists of the <br /> following tasks: <br /> 1) Prepare this written workplan and the attached site specific health& safety plan for <br /> conducting a subsurface investigation at the site. Submit the plans to the lead regulatory <br /> agency, the SJCEHD for agency review and permit approval. <br /> 2) Engage the service of Underground Service Alert (USA) and a private underground utility <br /> locator to locate and clear underground utilities within the proposed investigation area so <br /> that the potential of accidental damage to underground utilities will be reduced. <br /> 3) Retain the service of a licensed drilling contractor. Advance up to 13 borings around the <br /> site to depths between 8 and 12 feet below the ground surface. The borings will be <br /> 2 <br />
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