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WORK PLANS_CASE 2
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WORK PLANS_CASE 2
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Last modified
5/12/2020 3:53:54 PM
Creation date
5/12/2020 3:01:51 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
CASE 2
RECORD_ID
PR0545660
PE
3528
FACILITY_ID
FA0003909
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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detected in any of the soil samples, and most PHCs (maximum of 120 mg/kg TPHg)were detected <br /> along the west side of the excavation, beneath Tank#4. <br /> A total of 9 soil samples were collected by Canonie Environmental about every 20 linear feet along <br /> the pipeline at a depth of approximately 3 feet bgs. Soils beneath the dispenser were also sampled. <br /> Soils beneath the pipeline and dispenser were described by PHS/EHD as"loam and rock,""red," <br /> "black," and"gray clay," and"adobe clay with sand." Gray discolored soil and petroleum product <br /> ,r odor were reported in the pipeline sample nearest the dispenser and in the sample beneath the <br /> dispenser itself. PHCs were detected in four of nine samples collected along the pipeline. Trace <br /> amounts of toluene,xylene, and ethyl benzene were detected in the sample approximately 120 feet <br /> west of the former tanks. Higher levels of PHCs,including 0.55 mg/kg benzene and as much as 140 <br /> mg/kg TPHg,were detected near and beneath the former dispenser island where discolored soil and <br /> petroleum odors were detected during the pipeline removal. <br /> r <br /> 2.2.2 Initial Subsurface Investigation <br /> Analytical results indicated no PHCs were detected in soil samples collected near the former USTs <br /> in borings B5-1 through B5-3. However, the groundwater sample collected from boring B5-1, <br /> '~ along the eastern side of the former UST excavation, contained BTEX constituent and de mg/ 9 <br /> TPHg. Trace amounts of benzene(0.005 mg/kg) <br /> and toluene(up to 0.015 mg/kg) <br /> ed <br /> in soil samples collected in boring B5-5 near the former dispensea <br /> nater in he vir area, No cinity of the former <br /> in the soil samples collected in boring B5-4. However, grouCs were detectedp <br /> dispenser is impacted with PHCs. Groundwater samples <br /> les collected from borings B5-4 and B5-5d 0.035 mg/Q benzene) and up to 1.1 mglQan <br /> contained BTEX constituents(up to 0.46 mglQ xylen <br /> TPHg, <br /> n from 5.8 to 12 mg/kg in soil samples from each <br /> Total lead was detected at concentrations rangi g <br /> of the five borings drilled at the site. No lead was detected in the groundwater samples. These lead <br /> concentrations were found to be within background levels for the area. <br /> +� 2.3 GEOLOGIC AND HYDROLOGIC CHARACTERISTICS <br /> The site is located on the delta of the San Joaquin River, approximately 2 miles east of the <br /> confluence of the San Joaquin and Calaveras Rivers. The subsurface geology consists oio of <br /> ck <br /> ca overlying sedimentary <br /> sequence of alluvial deposits of late Tertiary to Holocene Age, overl g (Bartow and Nilsen, <br /> Cretaceous to Tertiary age, which in turn overlie crystalline basement rocks (B <br /> � <br /> 1990). Data from nearby studies within the Port area in a soil profile to a depth of about 20 <br /> feet bgs comp <br /> rised of interbedded sands and clays, mostly under reduced conditions(Sierra-Pacific <br /> r 1994). Lithologic data from baring B5-1 indicate the lithology <br /> Groundwater Consultants[SPGC], <br /> 3 PHILIP P. ROSS,R.G. <br /> +� .s.aaiFLV.WPn <br /> 4.. <br />
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