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ARCHIVED REPORTS_2009_11
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2009_11
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Entry Properties
Last modified
7/17/2020 8:15:04 PM
Creation date
7/3/2020 10:54:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_11
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_2009_11.tif
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EHD - Public
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Composting capacity(weight basis) <br /> Maximum <br /> Assume no recycle <br /> Assume maximum windrow density <br /> Minimum composting period 304 tons per da ,7-dq/week basis <br /> Maximum composting period N/A tons per da ;7-day/week basis <br /> Minimum <br /> Assume33-percent recycle <br /> Assume minimum windrow density <br /> Minimum composting riod 228 tons per day;7-day/week basis <br /> Maximum composting period NIA tons per da ;7-day/Week basis <br /> Alternative 5—Enclosed Agitated BedAIVIndrow <br /> Maximum capacity 13,004 CY total a itated bed volume <br /> Composting capacity(volumetric basis <br /> Minimum composting riod 464 CY/day;7-day/week basis <br /> Maximum compostin period N/A CY/day;7-da /week basis <br /> Com osting capacity- eight basis <br /> Maximum <br /> _ Assume no r cle <br /> Assume maximum windrow density <br /> Minimum composting period 232 tons per da ;7-day/week basis <br /> Maximum composting period NIA tons pwner day;7-day/Week basis <br /> Minimum <br /> Assu!pe nt r cle <br /> Assume minimum windrow density <br /> Minimum composting period 174 tons per day;7—day/Week basis <br /> Maximum mposting period NIA tons per day;7-day/week basis <br /> Curing <br /> The area designated for curing,screening andproduct storage is 7.67 acres <br /> Assume curing is dome iniles 10 feet high <br /> Volume per linear foot of curing Pile 3.70 CY <br /> Assume no clear isles are provided between curing piles. <br /> FN:dtr/wACAPACITY Page 3 of 4 Printed:9/12194 5:55 PM <br />
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