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CORRESPONDENCE_1990-1993
Environmental Health - Public
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EHD Program Facility Records by Street Name
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AUSTIN
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1990-1993
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Last modified
4/17/2023 4:13:34 PM
Creation date
10/17/2022 1:45:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1990-1993
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
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SJGOV\cfield
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EHD - Public
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flows across the road at 2% and sheet drains into the borrow area <br />North of D89. <br />/E. RUNOFF BMWEEN NW CORNER D89 AND HE CORNER OF ASHPIT: <br />Runoff between nw corner D89 and NE corner of ashpit, flows <br />across the road to the West @2% to a drain Swale that originates <br />approximatly 501 West of the NW corner of D89 and continues South <br />to approx 501 West and 501 North of the NE corner of the ashpit. <br />The Swale continues West along the Ashpit access road and west <br />across the undeveloped area North of the leachate collection pond <br />to an area that is approx 751 West df the leachate pond to <br />approximatly 301 East of the West boundry fence. This area was <br />graded to drain the the SE corner of the property. This will be <br />refered to as the "Main runoff collection area,,. <br />H. WMUA AREA: <br />A. WINTERIZATION: <br />Drainage on the South side, sheet drains to East and West <br />directed by finshed grade of WMUA. <br />Drainage on North side, same as south. <br />Drainage on East side, is directed to North along the access <br />road on East via a 2% cross slope. the water runs into a 61 wide <br />valley gutter at the south edge of the main access road and is <br />turned 900 to the west and into the main curb and gutter running on <br />the North side Llf the main access road. <br />Drainage on the West side, flows at 4% to west to edge of WMUA <br />then down a 3:1 slope into a toe ditch that flows North to the <br />South edge of the main access road. It is then diverted 900 to the <br />Page 2 <br />
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