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CORRESPONDENCE_1982-1983
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CORRESPONDENCE_1982-1983
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Last modified
4/17/2023 4:12:38 PM
Creation date
10/6/2022 3:15:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1982-1983
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
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SJGOV\cfield
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EHD - Public
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9Beta c Associates <br /> Consultants in Waste Management,Environmental Control and the Geotechnical Sciences <br /> August 26, 1983 <br /> Project 116-1.4 <br /> State of California � <br /> Department of Health Services ; !a <br /> Permits, Surveillance and Enforcement Section s�4 <br /> Hazardous Waste Management Branch S E P � 19$3 <br /> 4250 Power Inn Road <br /> Sacramento, California 95826 SHIN jOAQUIN LOCAL <br /> Attention: Mr. Gary Reents, Project Engineer HEALTH DISTRICT <br /> Subject: Disposal Trench #4, Design Details <br /> Forward, Inc. Class II - 1 Disposal Site <br /> San Joaquin County, California <br /> Pursuant to your comments contained in the memorandum dated <br /> August 17, 1983 and in response to our telephone conversation of the <br /> above date, we are submitting the following responses relating to <br /> construction details on the subject facility. <br /> We will comment on each item and reference our comments to the numbers <br /> contained in your internal memorandum. <br /> - The curve to be placed in the leachate pipe will be constructed with <br /> a radius of between 37 and 40 feet. A curve of this radius will <br /> easily accommodate a drain pipe cleanout tool if subsequent cleaning <br /> becomes necessary. <br /> Discrepencies in design drawings <br /> 1. The submersible pump installed in the leachate collection riser <br /> pipe will be one horsepower. A pump of this size can accomplish <br /> the lift necessary to withdraw leachate from the sump and pump it <br /> to the liquid retention pond. <br /> 2. The gravel drainage layer placed on the floor of the trench will <br /> be one foot in thickness. This new dimension was agreed upon <br /> following a request from staff of Regional Water Quality Control <br /> Board #5. It is currently our intention to place a protective <br /> layer of FMC waste over the top of the drain blanket to provide <br /> additional protection from loads discharged from the upper edge of <br /> the trench. Placement of this protective layer assumes that the <br /> waste currently in storage at the Forward site is sufficiently dry <br /> to permit spreoding, using a bulldozer type tractor. <br /> 1365 Vander Way • San Jose, California 95112 9 (408) 295-7483 <br />
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