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ARCHIVED REPORTS_XR0008280
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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WEBER
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3500 - Local Oversight Program
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PR0545006
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ARCHIVED REPORTS_XR0008280
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Last modified
12/3/2019 4:09:15 PM
Creation date
12/3/2019 3:55:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008280
RECORD_ID
PR0545006
PE
3528
FACILITY_ID
FA0009753
FACILITY_NAME
STOCKTON COLD STORAGE
STREET_NUMBER
1320
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
14519013
CURRENT_STATUS
02
SITE_LOCATION
1320 W WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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' Union Ice Company,p y, W eber Street <br />' Phase III Site Assessment - Report of Findings <br /> & Phase IV Additional Remediation Pioposal <br /> Page 2 <br />' <br /> 30 GEOLOGY & HYDROLOGY <br /> 31 Regional Geology and Hydrology <br /> The Union Ice Weber Street site is located within the Cit of Stockton in the <br /> e <br /> flood plain of the San Joaquin River The site is situated near the center of the <br /> Central Valley structural trough, a large, broad, synclinal feature that traverses <br /> central California for several hundred miles The site is located about two (2) <br /> miles northwest of the Tracy-Stockton fault zone, which cuts across the Central <br /> Valley in east/northeast-west/southwest direction from Tracy to Stockton and <br /> beyond The fault is buried by Quaternary basin fill sediments and is not known <br />' to be active <br /> 32 Site Geology <br /> The Weber Street site is underlain by fluvial deposits of the San Joaquin River <br /> Holocene (geologically recent) Age The surface of the site is flat, with an <br /> average elevation of about 10 feet above mean sea level The site receives about <br /> 20 inches of rain annually, mostly in the Fall and Winter nionths <br /> The stratigraphy of the site was exploied in previous phases of the project to a <br /> depth of til feet and is characterized by interbedded clay and Silt with sand and <br /> gravel units The uppermost unit is a clay/silt, designated Clay A, which ex- <br /> tends from the surface down to a depth of 15 to 17 feet This unit is red to <br /> brown in color down to 7 to 10 feet, where it changes to a bluish-gray hue The <br /> depth of color change is indicative of a historically high water table at the site, <br /> the gray color indicating reducing conditions prevailing beneath the water table <br /> level, while the brown color indicates oxidizing conditions above the water <br /> table Local carbonaceous fragments and lenses of peat are dispersed throughout <br /> this unit, which is typical of back swamp deposits of a large river system <br /> The Clay A unit is underlain by a fiiie to coarse-grained sand with local gravel <br /> units This sand is present from about 15 to 35 feet in depth The clay and silt <br /> lenses occur in the lower half of the unit This sand, which is named Sand 1, is <br /> classified a poorly sorted to well sorted sand to silty/clayey sand due to its vary- <br /> ing grain size This lithology is typical of overbank or waning flood deposits of <br /> a large river system <br /> Sand 1 is underlain by Clay B, which is a thick, fairly uniform blue-gray clay <br /> This clay is 15 to 23 feet thick where explored it is a stiff clay and contains <br /> I <br />
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