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CORRESPONDENCE_1972-1986
Environmental Health - Public
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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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Mr. C. Leland Hall August 26, 1986 <br /> Compacted Waste <br /> Area Location (and daily cover) Dates <br /> 1 (26-29N) (20-25E) 38, 400 CY 10/01 11/15 <br /> 2 (19-25N) (20-25E) 69, 000 CY 11/15 - 02/08 <br /> 3 (26-29N) (25-29E) 20 ,000 CY 02/08 - 02/28 <br /> 4 (21-26N) (25-29E) 27, 000 CY 03/01 - 04/01 <br /> 5 (19-25N) (20-25E) 69, 000 CY 04/01 - 06/15 <br /> Total Space Available 223,400 CY <br /> During the last winter season, 254, 000 CY of waste were delivered <br /> to the site. Assuming a ' 10% increase in waste volumes, about <br /> 279,400 CY will be delivered during the coming winter season. In <br /> the past, the compaction ratio of incoming CY to in place CY, <br /> including daily cover, is l to . 61. Therefore, the 279 , 400 incoming <br /> CY of waste will occupy 171,000 CY of landfill space. <br /> Drainage <br /> Interim drainage will be provided by construction of a ditch as <br /> shown on the plan. This ditch will be cut to a C.M.P. down drain <br /> - <br /> which will drop to a drainage ditch along the east side of the <br /> landfill which will be constructedaspart of the site closure plan. <br /> The final closure drainage ditch and downdrain will be constructed <br /> in September, 1986. The interim drainage ditch will be constructed <br /> in October 1986. This drainage system will provide temporary <br /> drainage for areas 1 and 2 until such time as they are filled with <br /> waste according to the schedule above which will permit drainage <br /> over the site to the eastern final closure ditch. <br /> Scattered small ponding areas on the top of the landfill due to <br /> settlement will be pumped dry using a portable ,pump. The pump <br /> will move the water to the interim drainage ditch, a water truck <br /> or the eastern final closure drainage ditch. <br /> Access Road and Unloading Pads <br /> The all weather access road constructed last year will continue to <br /> be used for winter operations for 1986/87 . This road has; a gravel <br /> base and oiled surface. ' <br /> The access road leads to .two unloading pads shown as A and B -on the <br /> attached plan. Pad,A will be used by the general public. Pad B <br /> will be used for transfer tractor trailers. Both areas have an <br /> oiled compacted surface. Pad .B was recompacted and reoiled in early <br /> August 1986. <br /> During wet weather, 'vehicles will operate on and dump loads, on the <br /> pads. A small, rubber tired endl.oader will push the waste off the <br /> pad. A dozer will _then .push the waste to the place of disposal <br /> where it will be compacted with a landfill compactor, and covered <br /> daily with _6° of soil. <br /> -2- <br />
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