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ARCHIVED REPORTS_2001_2
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2001_2
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Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:48:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001_2
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2001_2.tif
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EHD - Public
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MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.3188 <br />MINIMUM VEG. SOIL WATER (VOL/VOL) 0.1040 <br />*** Maximum heads are computed using McEnroe's equations. *** • <br />Reference: Maximum Saturated Depth over Landfill Liner <br />by Bruce M. McEnroe, University of Kansas <br />ASCE Journal of Environmental Engineering <br />Vol. 119, No. 2, March 1993, pp. 262-270. <br />****************************************************************************** <br />n <br />PEAK DAILY VALUES FOR YEARS <br />1 THROUGH <br />1 <br />------------------------------------------------------------------------ <br />(INCHES) <br />(CU. FT.) <br />PRECIPITATION <br />---------- <br />1.18 <br />------------- <br />4283.400 <br />RUNOFF <br />0.020 <br />72.1319 <br />DRAINAGE COLLECTED FROM LAYER 4 <br />0.12145 <br />440.86270 <br />PERCOLATION/LEAKAGE THROUGH LAYER 6 <br />0.000003 <br />0.01054 <br />AVERAGE HEAD ON TOP OF LAYER 5 <br />0.714 <br />MAXIMUM HEAD ON TOP OF LAYER 5 <br />1.317 <br />LOCATION OF MAXIMUM HEAD IN LAYER 4 <br />(DISTANCE FROM DRAIN) <br />15.6 FEET <br />SNOW WATER <br />0.02 <br />73.7433 <br />MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.3188 <br />MINIMUM VEG. SOIL WATER (VOL/VOL) 0.1040 <br />*** Maximum heads are computed using McEnroe's equations. *** • <br />Reference: Maximum Saturated Depth over Landfill Liner <br />by Bruce M. McEnroe, University of Kansas <br />ASCE Journal of Environmental Engineering <br />Vol. 119, No. 2, March 1993, pp. 262-270. <br />****************************************************************************** <br />n <br />
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