My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1989-1996
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9069
>
4400 - Solid Waste Program
>
PR0440001
>
COMPLIANCE INFO_1989-1996
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 9:40:02 AM
Creation date
7/3/2020 10:39:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1989-1996
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\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1989-1996.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.
/
660
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
-AL 1"1EALT1 I <br /> October 01, 1993 <br /> 0 <br /> CT A7 AIM 9' 11 <br /> Ed Padilla <br /> Senior Environmental Health Specialist <br /> San Joaquin Local Health District <br /> 445 N. San Joaquin Street <br /> Stockton, CA 95201 <br /> RE: Winterization Plan for Austin Road Sanitary Landfill <br /> Mr. Ed Padilla: <br /> The following Winterization Plan is submitted for review: <br /> I. LDLAIION AND DESCRIPTION OE WINNER DISPOSAL <br /> The location of the disposal area will be between stations 42+00 and 44+00 as <br /> shown on the topographic base map. The amount of waste to be received <br /> based on a projected scale volume of waste of 44,000 tons for the 1993-94 <br /> seasonal duration of 4 months. The waste fill volumes have been compiled by <br /> using 15 foot lift above existing grades with side slopes of 3:1 and a 3% grade <br /> slope. If sufficient space is not available for the duration period, we have an <br /> alternate winter pad located at station 33+00 and 36+00 and we can use the <br /> same access road. <br /> 11. WINTER AD AND ACCESS ROAD <br /> The pad is made up of a concrete and asphalt chip base approximately 4 feet <br /> thick with a 6" asphalt top layer. The dimensions of the pad are 80X120 feet <br /> and it provides sufficient maneuverability for vehicle travel and unloading <br /> operations. The access road is asphalt and 20 feet wide. It provides vehicles <br /> access to and from the winter pad. <br /> Ill. DBAINAGE <br /> We have an intermediate grading plan which was submitted an approved on <br /> 09/21/90 by the State Water Quality Control Board. With the 3% grade slope <br /> and the 3:1 side slopes, the storm water will drain off the top of the landfill to <br /> the toe. <br />
The URL can be used to link to this page
Your browser does not support the video tag.