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ARCHIVED REPORTS_2010
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_2010
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Last modified
7/17/2020 3:53:37 PM
Creation date
7/3/2020 11:02:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010
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_2010.tif
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EHD - Public
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11 <br />L` <br />minimum factor of safety of 2, it can be concluded that limiting maximum height for the <br />SDR 15.5 HDPE pipe is 250 feet. <br />6.3 Design of Pipes for Future Modules 5 through 11 <br />A comparison of the base grading plan in Figure 1 and the final grading plan Figure 2 <br />shows that the maximum waste height above the most critical leachate collection pipes <br />within Modules 5 through 11 is approximately 255 feet. Based on the pipe loading <br />calculations for Module 4 discussed above, an SDR 15.5 HDPE pipe will not have <br />adequate factor of safety against wall crushing for a waste height of 255 feet. Therefore, <br />a greater pipe thickness would be required. Accordingly, the pipe loading calculations <br />have been performed for a -4 -inch diameter, SDR 13.5, perforated, HDPE pipe. A gravel <br />bedding material both below and around the pipe is assumed in the calculations. Again, <br />the pipe loading calculations are presented in Attachment E. These calculations show <br />adequate factors of safety against ring deflection, wall buckling, wall crushing, and <br />circumferential strain for the SDR 13.5 pipe. <br />Geotechnical Analyses for NCRCSL Department of Public Works/Solid Waste <br />Shaw Environmental, Inc. County of San Joaquin, December 12, 2007 <br />6-3 <br />
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