My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1993-1994
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9069
>
4400 - Solid Waste Program
>
PR0440001
>
COMPLIANCE INFO_1993-1994
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/6/2021 9:25:03 AM
Creation date
7/3/2020 10:39:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993-1994
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sfrench
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1993.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
75
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
City of Stockton TL# 394-0027-02 <br /> March 10, 1994 Page 2 <br /> 3 .2 Geologic and Hydrologic Characteristics <br /> 3 .2 . 1 Geology <br /> The site is located in the northern portion of the San Joaquin <br /> Valley which comprises the southern segment of the larger Great <br /> Valley. The Great Valley is a'n asymmetrical synclinal trough <br /> interrupted by two major surface cross structures: the Stockton <br /> fault in the Stockton arch and the White Wolf fault in and south of <br /> the Bakersfield arch. The Stockton fault is located approximately <br /> five miles northwest of the site, trending northeast. <br /> The Great Valley has been filled with a sequence of older to <br /> younger alluvium of Pliocene to Holocene age which overlie <br /> sedimentary rocks of Cretaceous to Tertiary age. These sedimentary <br /> units, in turn, overlie a crystalline basement of Paleozoic and <br /> Mesozoic metamorphic and igneous rocks . The shallow subsurface <br /> geology in the site vicinity consists of a heterogeneous mix of <br /> gravel, sand, silt, and clay (Norris and Webb, 1990) . <br /> 3.2 .2 Hydrology <br /> Sediments containing fresh groundwater are largely unconsolidated <br /> silts and sands derived from river channel, flood plain, and <br /> alluvial fan deposits of Pliocene to Recent age (Davis and others, <br /> 1959) . <br /> First encountered groundwater in the site vicinity occurs under <br /> unconfined (water table) conditions at a depth of approximately 80 <br /> to 90 feet BSG and generally flows to the southeast (Personal <br /> Communication with Mr. John Fukumoto of the City of Stockton) . <br /> Local groundwater flow may be influenced by pumping of water wells <br /> and recharge from various sources. The effect of these influences <br /> on groundwater beneath the site is beyond the scope of this <br /> investigation. <br /> 3 .3 Project History <br /> The Austin Road Landfill has been used as a municipal waste dump. <br /> Twining understands that SJCEHD issued a notice of violation to the <br /> City of Stockton regarding non-compliance with soil gas monitoring <br /> at this facility. <br /> An air solid waste assessment test (Air-SWAT) was performed by <br /> Mandeville & Associates, a division of Kleinfelder, Inc. in late <br /> 1987 . The Air-SWAT reported that methane was present at <br /> concentrations greater than the lower explosive level with <br /> significant concentrations of volatile organic compounds. Samples <br /> collected from probes driven around the perimeter of the landfill <br /> were analyzed for methane concentration. A maximum concentration <br /> of 135 parts per million (ppm) was detected in one probe. Methane <br /> concentrations in the remaining probes were measured below 10 ppm. <br />
The URL can be used to link to this page
Your browser does not support the video tag.