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ARCHIVED REPORTS_XR0012624
Environmental Health - Public
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EHD Program Facility Records by Street Name
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SCOTTS
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1033
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3500 - Local Oversight Program
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PR0545679
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ARCHIVED REPORTS_XR0012624
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Last modified
5/20/2020 12:14:06 PM
Creation date
5/20/2020 11:50:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012624
RECORD_ID
PR0545679
PE
3528
FACILITY_ID
FA0005644
FACILITY_NAME
ATCHISON TOPEKA & SANTA FE RR*
STREET_NUMBER
1033
Direction
E
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
1033 E SCOTTS AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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• reeve.e.,.H.n..�nm9+,a>�s-r+.;�;..:,,�•x,.a.. ----.J.�a:s....._.T _ _ _ <br /> a <br /> q <br /> JLCHAEA ON <br /> Two soil units were identified by Cal Tank Testing during their tank <br /> removal work. The upper unit is predominantly sandy and extends <br /> from the ground surface to a depth of 4 feet. Beneath this unit the <br /> sails are silty clays with low permeability that extend to an <br /> undetermined depth. Within the boundaries of the former <br /> excavation, the fill material replaced the sandy unit and extends <br /> from the surface to the bottom of the excavation. The depth of this fill <br /> material is shown in Figure 1-3. <br /> Ground surface elevation at the site is approximately 18 feet above <br /> mean sea level (MSL). Information supplied by the City of Stockton <br /> - Public Works Division reported the elevation of the first unconfined <br /> groundwater in the Spring of 1989 at 18 feet below MSI:. Thus, the <br /> static groundwater level may be between 35 and 40 feet below the <br /> - ground.surface. Groundwater levels were 7 feet higher during the <br /> Spring of 1984. Groundwater gradients measured during the Spring <br /> of 1984 and 1989 showed the groundwater flowing in a southwesterly <br /> direction. <br /> Surface water in the area is Iimited to Mormon Slough which flows <br /> only intermittently. Mormon Slough runs from east to west <br /> approximately 7,14 mile to the south of the site and empties into the <br /> east end of the Stockton Deep Water Channel about 1 mile northwest <br /> of the site. <br /> SOIL DTV1ESTIGArflON <br /> A soil investigation was performed by ERM-West to obtain a <br /> preliminary assessment of the vertical and horizontal extent of any <br /> contamination that may have remained in the soil following removal <br /> of the tanks. The investigation involved 10 soil borings below and <br /> adjacent to the backfill material (Figure 1-4). <br /> Since the proposed work involved disturbance of the subsoil, <br /> Underground Services Alert was asked to notify local utilities of our <br /> �- intentions to do work at the site. The following utility companies <br /> inspected the site: <br /> • MCI <br /> • City of Stockton <br /> 1-6 <br />
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