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ARCHIVED REPORTS_2009_11
EnvironmentalHealth
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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
Tags
EHD - Public
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Estimate the land area required for retention ponds <br /> Assume 3:1 side slopes <br /> Assume 2 feet free board when pond is full <br /> Assume 10 foot water depth <br /> Area D @ 1.55 acres <br /> Surface area full 67,518 ft2 <br /> Surface area empty 47,500 ft2 <br /> Average surface area 57,509 ft2 <br /> Volume 576,090 cu.feet <br /> 4,301,673 gallons <br /> Case III re uires more land area <br /> 7 <br /> Increase land area to 2.32 acres (move 100 feet to west) <br /> Surface area full 101,059 ft2 <br /> Surface area empty 91,000 ft2 <br /> Average surface area 96,030 ft2 <br /> Volume 960,296 cu.ft <br /> 7,183,014 ]tons <br /> Actual land area required is somewhat less. <br /> Estimate annual volume of runoff hauled In a?:year period <br /> - Case I Average Is zero. <br /> Assume 10 years no water Is hauled. <br /> Eve 5 years precipitation is 17.4 inches 4 events 2.8 inches <br /> Every 10 pears precipitation Is 19.5 Inches 2 events 4.9 <br /> Eve "20 years precipitation is 21.4 inches 1 event 6.8 <br /> r Assume 3 additional events at haff the 5 ear 3 events 1.4 <br /> r <br /> Total 15.9 inches <br /> Volume= 14,346;161 gallons for 20 year period <br /> Annual average= 1 717,3081 gallons <br /> Case If Same assumptions as Case I for calculating 20 year volume <br /> Volume= 7,110,480 gallons for 20 year period <br /> Annual average= 355,524 gallons <br /> Case ti Haul runoff even in averaa ear <br /> Annual average= 3,054,51$ gallons <br /> FN:dtr/a:I ATERBAL.XLS Page 4 of 5 Printed:W31194 3:46 PM <br />
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