My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2001_2
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2001_2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:48:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001_2
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2001_2.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
853
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
-3- <br />WASTE DISCHARGE REQUIRR ENiTS - <br />FOR CITY OF STOCKTON <br />AUSTIN ROAD LANDFILL FACILITY <br />CLASS III LANDFILL <br />SAN JOAQUIN COUNTY <br />osits <br />14. The soils immediately underlying the landfill� valley0 tto 40 eetpare silty lay (CL) and sandy <br />isting of <br />Cretaceous to Quaternary sediments. Th <br />or clayey silts a Below this is an interval of sands (SM, SC, and SW) down to 55 or <br />�)- <br />60 feet. Below this are more of the silts and clays down to at least 80 feet. <br />15. The first water -bearing formation is approximately 70 feet below the base of the landfill. <br />The hydraulic gradient is generally to the north/northeast. <br />16. The ground water contaminant plume beneath the site occurs in the VictormFormation and <br />recent alluvium and flows northeasterly toward the Stockton pumping dept'ession The <br />ground water flow velocity ranged from 8 to 130 feet per year in 1995. <br />17. The beneficial uses of ground water are domestic, municipal, and agricultural. <br />18. The facility receives an average of 14.22 inches7Of d 986 Precipitation per year as measured at <br />Austin Road Landfill between the years 19 <br />The i00- 24-hour precipitation event for the site is 3.65 inches. <br />19. T year <br />20. Surface drainage is to the North Fork of South Littlejohn Creek. The Discharger <br />proposes to reroutesurfkce,drainage to the„sedimentation pond at the west end of the site, <br />as shown on Attachment B. <br />i.c. ' .3. <br />21. The beneficial uses of surface waters are domestic, agricultural supply, and ground water <br />recharge. The'benef cial uses •o the. -North fGrk of South Littlejohn Creek are <br />propagation and sustenance of fish and aquatic life, recreation, and'esthetic enjoyment. <br />, OPjERA,T1QNF.FACILTTIES <br />22. The Discharger's current plans indicate that the existing Class III landfill facility <br />The total <br />proposed expand <br />sions will reach capacity, at the earliest, by the year 20 <br />53. capacity of the disposal site is 18.1 million cubic yards. <br />basis, a off`) <br />23. The City has accepted, on a one time b approximately 20,000 cubic yards of digested <br />ewater treatment plant. The sludge isut wlnot <br />cil be ntly <br />sewage sludge from the City's wast <br />being accepted at the landfill. The sludge has been stockpiled on LF -1, b <br />removed and disposed off-site. <br />
The URL can be used to link to this page
Your browser does not support the video tag.