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COMPLIANCE INFO_1989-1996
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4400 - Solid Waste Program
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COMPLIANCE INFO_1989-1996
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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
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SJGOV\cfield
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1989-1996.tif
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EHD - Public
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October 1, 1992 <br />Ed Padilla <br />Senior Environmental Health Specialist <br />San Joaquin Local Health Disrict <br />445 N. San Joaquin Street <br />Stockton, CA 95201 <br />RE: Winterization Plan for Austin Road Sanitary Landfill <br />Mr. Ed Padi Ila: <br />The following Winterization Plan is submitted for review. <br />1. LOCATION AND DESCRIPTION OF WINTER DISPOSAL SITE <br />The location of the disposal area will be between stations 33+00 and 36+00 as <br />shown on the topographic base map. The amount of waste to be received is based <br />on a projected scale volume of waste of 44,000 tons for the 1992-93 seasonal <br />duration of 4 months. The waste fill volumes have been compiled by using <br />15 foot lift above existing grades with side slopes of 3:1 and a 3% grade slope. <br />If sufficient space is not available for the duration period, we have an alternate <br />winter pad located at station 21+00 and 23+00 and we can use the same access <br />road. <br />The pad is made up of a concrete and asphalt chip base approximately 4 feet thick <br />with a 6• asphalt top layer. The dimensions of the pad are 200X100 feet and it <br />provides sufficient maneuverability for vehicle travel and unloading operations. <br />The access road is asphalt and 20 feet wide. It provides vehicles access to and <br />from the winter pad, <br />I I I.DRA 1 NAGE <br />We have an intermediate grading plan which was submitted and approved on <br />9/21 /90 by the State Water Quality Control Board. With the 3% grade slope and <br />the 3:1 side slopes, the storm water will drain off the top of the landfill to the <br />
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