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ARCHIVED REPORTS_2004
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_2004
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Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 11:01:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2004.tif
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EHD - Public
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The drainage features described in the Site Development Plans (SDP) (see Appendix C) were <br /> sized using a peak flow from a 100-year 24-hour storm event. The SDP includes 12-foot wide <br /> drainage channels along the landfill perimeter to handle storm water runoff from the landfill. In <br /> conformance with the SDP, a portion of the landfill's west perimeter channel will be developed <br /> in the pre-module excavation project for flow along the west edge of the module. The <br /> destination of the storm water depends on the location of the storm water and the development <br /> state of the module at that time. <br /> Currently, the new storm water basin south of Module 4 is sized to accommodate contributory <br /> runoff into and from Module 4. This basin is an essential part of storm water management in the <br /> initial and intermediate fill phases. <br /> A storm water pump removes accumulating water from the storm water basin, as needed, to <br /> prevent basin overflow into the module. This pump delivers the water to the Sedimentation <br /> Basin No. 1 through aboveground temporary pipe or by other means as may be devised by the <br /> operator. <br /> The following facilities have been or will be designed to accommodate a 100-year 24-hour storm <br /> event: <br /> • Off-site drainage entering the site <br /> • On-site drainage structures <br /> ® Detention basin(s) <br /> 5.2.6 Wind Rose <br /> Wind direction, velocity, and percentage of time in the indicated direction for Stockton is shown <br /> on Plate 9. The source of data was from the Department of Water Resources, Wind in <br /> California, Bulletin No. 185, January 1978. In addition, this data was verified by checking more <br /> recent data from the Western Regional Climate Center. The closest station to the site was the <br /> Stockton Airport. The mean annual wind speed is 8.3 miles per hour in a westerly direction. <br /> Monthly predominant wind direction varied between southeast in January, February, and <br /> December and west during the remaining months. <br /> North County RC&SL Page 19 of 48 Public Works/Solid Waste <br /> JTD County of San Joaquin—November 30,2004 <br />
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