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ARCHIVED REPORTS_XR0012621
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545660
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ARCHIVED REPORTS_XR0012621
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Last modified
5/12/2020 4:02:23 PM
Creation date
5/12/2020 3:05:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012621
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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r <br /> photographs. At this time, it was found that the area under <br /> the former Yey Loci: pumps had leen excavated to the size <br /> shown on Figures 7, S, and 9 . The spoil had been piled <br /> along side of the second excavation on the preexisting <br /> asphalt surface (See photograph, Fig. 7) . When contacted by <br /> Richard Thorpe, the sport of Stockton stated that the ex- <br /> cavation had been necessary to repair the broken water line <br /> that serviced port tenants . <br /> At this time, this brings up-to-date, field activitie:: at <br /> the site. <br /> AREF GEOLOGY AND HYAROGEOLOGY <br /> The project lies in an area that is classified in Reference <br /> 1 as a flood basin of the S,an Joaquin River, having shallow <br /> deposits of Recent to FleJ.atocene Age. The deposits are <br /> typically low permeability materials such as clay, silt, <br /> bottom muds and perhaps organic materials. Sands and gravels <br /> are found but their percentage content of the vertical <br /> section is low. 1n the upper 50 feet of deposits, sands and <br /> gravels might vary from 0 tc 20 �. <br /> The excavation shown in the photographs in figure 4 show the <br /> near surface deposits to be approximately flit-lying. The <br /> uppermost foot appears to be fill material with about one <br /> more foot of yellow silt that also might be fill . These <br /> materials overly a thin layer of dark, carbonaceous, clayey <br /> silt that obviously represents a recent stagnant area <br /> bottom. The materials from the dark layer to pit bottom, <br /> about 12 feet below ground level , are fine silt and sand <br /> with a yellowish tinge;. Some layers of pebbles and coarser <br /> material are interfingered in the silty material . <br /> 1 The pit materials were. mo'st when excavated according tc <br /> Richard Thorpe, however they have now dried and are Lard but <br /> friable. Slumping has occurred on all sides and several feet <br /> of slump material now covers most of the bottom. Peripheral <br /> cracks are appearing around the excavation and more slumping <br /> will likely occur; although perhaps not in the dry season. <br /> The pit bottom is approximately a' groundwater level . It was <br /> dry at both times that the writer visited it; however, <br /> Richard Thorpe states that watez, entered the pit at night <br /> immediately after excavating blit later drained out. <br /> Figure 1 shows the area to be about 5 feet above MSL. Figure <br /> 3. contours on groundwater elevation prepared by Sar. Joauin <br /> County in 1989, shows the area groundwater tc be at about <br /> _ -10 feet MSL. Although these da"a are not crood in this area <br /> of the map owing to a lack of data, it appears that the <br /> seepage seer. by Richard T:corpe was groundwater. <br /> Reference gyro. i show= the site :c ;verly degraded aqu rs;s <br /> that had a chloride ccatent of ever 300 ppm aE far back as <br /> ' a <br />
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