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ARCHIVED REPORTS_XR0009069
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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WASHINGTON
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2825
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3500 - Local Oversight Program
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PR0545822
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ARCHIVED REPORTS_XR0009069
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Last modified
7/15/2020 2:50:59 PM
Creation date
7/15/2020 1:28:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009069
RECORD_ID
PR0545822
PE
3528
FACILITY_ID
FA0005566
FACILITY_NAME
RIVERSIDE CEMENT COMPANY
STREET_NUMBER
2825
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
2825 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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LSauers
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EHD - Public
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• <br /> west of the Port Administration Buildings It is accessed from <br /> W Washington Blvd , which can be reached from Interstate 5 via <br /> the Fresno Ave. exit <br /> The surrounding area is zoned for industrial & manufacturing, <br /> Tri.-Delta Fertilizer company is to the north, a railroad spur on <br /> the east, and undeveloped vacant land on the west There are no <br /> residences within 1/2 mile of the site PLATE I shows the <br /> location of the property in relation to nearby features <br /> GEOLOGIC & GEOMORPHIC SETTING <br /> The property is located in the southern portion of the Sacramento <br /> Valley, at the eastern end of what is referred to as the San <br /> Joaquin Delta This is a large area of sloughs , islands , and <br /> channels that were formed by the meanderings of the Mokelumne, <br /> San Joaquin & Calaveras rivers The Burns Cutoff is a short <br /> distance to the west , it empties into the Stockton Deepwater <br /> Channel gust to the north <br /> The topography is essentially flat, with drainage towards the <br /> west at less than 5' per mile Sediments consist primarily of <br /> unconsolidated clays , silts , sands , and some gravels , typical of <br /> • recent floodplain deposits Refer to PLATE 1 for details <br /> SOIL TYPES <br /> According to a 1952 University of California publication, soils <br /> in the area consist of Columbia silty clay loam, dredger fill , <br /> and "madeland " The soil profile revealed by the removal of the <br /> UST indicated that the top 3-4 ' consists of fill , underlain by <br /> undifferentiated flood plain deposits PLATE I—II shows the <br /> general soil profile in the area <br /> DEPTH TO GROUNDWATER & LOCATION OF WELLS <br /> According to maps published by the County Flood Control District , <br /> groundwater is influenced by tidal action, and ranges from 5 to <br /> 10 feet below ground level Water did not enter the excavation <br /> which was about 10 ' deep after removal of the UST However, <br /> during reexcavation of the site in April , 1993 , the water table <br /> was found at a depth of 7 feet, and remained fairly constant <br /> during the work ELATE IV shows depth to groundwater, sea level <br /> datum, in the Spring of 1986 , the highest recorded levels during <br /> the past 10 years However, it is most likely that the water <br /> table in the Port area fluctuates with tidal forces , which may <br /> vary by 5 or 6 feet PLATE .Y indicates the locations of the <br /> wells used by the County to monitor groundwater depths <br /> • PRIOR USE OF REMOVED UST <br />
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