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ARCHIVED REPORTS_2010
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HARNEY
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17720
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS
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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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I_ MSW Strength defined by K-w—j—, of `. ('995) Os presentee VV,Sht (2005) <br />C = 500 psf for normal stress < 770 psf <br />0 = 33' for normal stress > 770 ps' <br />2. Bose liner f.d— envelope defined o Figure A <br />400 <br />350 <br />300 <br />250 <br />z <br />F=0 200 <br />Q <br />w <br />J <br />w 150 <br />100 <br />50 <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />GEOTECHNICAL PROPERTIES <br />STATIC FACTOR <br />YIELD <br />SEISMIC <br />TOTAL <br />SHEAR STE,NCTH <br />ACCELERATION <br />OISFLACEMENT <br />UNIT <br />COHESICIN <br />"i':CTION AN ,1_f. <br />-- <br />LAYER MATERIAL <br />PROJECT NO, <br />WE, <br />(PCF) <br />(oSF) <br />(Dc'G) <br />SLOPE STABILITY CROSS SECTION 5-5' <br />(1 <br />MSW <br />90 <br />NOTE 1 <br />NOYE 1� <br />0 <br />SIDESLOFE LINER <br />0.083 <br />0,45 <br />SHEAR STRENGTH <br />T00 <br />NOTE 2 <br />.NOTE 2 <br />BASE LINE SHEAR STRENGTH <br />100 <br />NOTE 2 <br />:V'OTE 2 <br />I_ MSW Strength defined by K-w—j—, of `. ('995) Os presentee VV,Sht (2005) <br />C = 500 psf for normal stress < 770 psf <br />0 = 33' for normal stress > 770 ps' <br />2. Bose liner f.d— envelope defined o Figure A <br />400 <br />350 <br />300 <br />250 <br />z <br />F=0 200 <br />Q <br />w <br />J <br />w 150 <br />100 <br />50 <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />FAILURE <br />STATIC FACTOR <br />YIELD <br />SEISMIC <br />SURFACE <br />OF SAFETY <br />ACCELERATION <br />OISFLACEMENT <br />NORTH COUNTY RECYCLING CENTER <br />(9') <br />(INCHES) <br />STATIC <br />PROJECT NO, <br />VERTICAL EXPANSION <br />Q <br />SLOPE STABILITY CROSS SECTION 5-5' <br />SEISMIC <br />0 <br />– <br />0.083 <br />0,45 <br />_ "9' represents the oceelerat,on of 9rov;ty �n ii ,ts o' feet per time sclvored i3? -2_ ft/72) <br />V <br />Shaw Environmentai, Inc, <br />luu ZUu OG 400 500 600 700 800 900 1000 <br />DISTANCE l <br />DATE DEC 2009 <br />FIGURE 7 <br />DWN JSIR <br />COUNTY OF SAN JOAQUIN <br />APP 6MY <br />NORTH COUNTY RECYCLING CENTER <br />REV 1 <br />AND SANITARY LANDFILL <br />PROJECT NO, <br />VERTICAL EXPANSION <br />118040 <br />SLOPE STABILITY CROSS SECTION 5-5' <br />
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