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CORRESPONDENCE_1972-1986
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440007
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CORRESPONDENCE_1972-1986
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Last modified
6/4/2021 5:21:37 PM
Creation date
5/7/2021 8:41:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1972-1986
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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memorancium <br /> CALIFORNIA REGIONAL WA ERQ UALIT AENTRAL TOL BOARD VALLEY REGION <br /> 3201 S Street Sacramento, California 95816 Phone: 445-0270 <br /> TO: Kenneth Landau FROM: Gary Reents <br /> Senior Engineer Area Engineer <br /> DATE: 4 June 1985 SIGNATURE: - <br /> SUBJECT: HARNEY LANE LANDFILL CLOSURE PLAN , SAN JOAQ COUNTY <br /> At our request, the San Joaquin Public Works Department submitted <br /> a revised preliminary closure plan for the above subject site <br /> prepared by George Nolte and Associates. I have the following <br /> comments regarding the submitted plan: <br /> 1 . Since the plan proposes closing sections of the <br /> landfill as they are filled ( an approach we support ) all <br /> design details , construction procedures , cover data, and <br /> QA/QC testing procedures must be supplied for our review <br /> now. <br /> 2 . The proposed flood and runoff holding basin should only <br /> contain water for short periods of time to prevent intro- <br /> ducing additional water which could produce leachate or <br /> raise the existing ground water table . The existence of <br /> this pond must also be considered when designing the ground <br /> water monitoring system for the site. <br /> 3 . The actual calculations for determining the runoff from the <br /> 100-year 24-hour storm must be supplied. Calculations for <br /> sizing, and eventually design drawings, of all runof control <br /> features must also be supplied. Design drawings and <br /> calculations for any interim control features must also be <br /> submitted. <br /> 4 . The final cover will need a drainage layer (high permea- <br /> bility ) between the vegetative layer and the low permea- <br /> bility layer. This will prevent the development of head over <br /> the low permeability layer and water logging of the vegeta- <br /> tive layer . A filter will also be necessary between the <br /> vegetative layer and the drainage layer to prevent piping of <br /> solids which could clog the drainage layer. <br /> Additionally, a greater than one foot vegetative layer will <br /> probably be necessary to supply enough rooting depth and <br /> water holding capacity for the vegatative cover . An <br /> analysis must be performed to determine the actual depth <br /> necessary. <br />
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