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SU0003169
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SA-92-56
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SU0003169
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Entry Properties
Last modified
5/7/2020 11:29:42 AM
Creation date
9/9/2019 10:19:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0003169
PE
2633
FACILITY_NAME
SA-92-56
STREET_NUMBER
431
STREET_NAME
SPERRY
STREET_TYPE
RD
City
STOCKTON
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
431 SPERRY RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SPERRY\431\SA-92-56\SU0003169\PRIOR TO 2000.PDF
Tags
EHD - Public
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�V FORMULA FOR CALCULATION OF A <br /> oc �tiN STORM DRAIN POND'S VOLUME <br /> BASIC RUNOFF COEFFICIENTS <br /> SURFACE COEFFICIENT <br /> PONDor BASIN............................................................................................................1.00 <br /> PAVING (concrete, asphalt, oiled surface).................................................................0.95 <br /> BUILDINGor ROOF......................................................................................................0.80 <br /> COMPACTED EARTH (gravel).....................................................................................0.75 <br /> LAWNor LANDSCAPING.............................................................................................0.20 <br /> RUNOFF (feet) <br /> ZONE RURAL URBAN <br /> ZONE #1 ........................................................... .27' ........................ .32' <br /> ZONE #2 ' ........................ . ' <br /> ZONE #3 ' ........................ .16, <br /> FORMULAS <br /> SURFACE AREA (S.F.) COEFFICIENT RUNOFF CU. FT. NEEDED <br /> POND BASIN J X 1.00 X = <br /> PAVING X 0.95 X <br /> ROOF ----L X 0.80 X <br /> COMP. EARTH X 0.75 X = <br /> LAWN & X 0.20 X = <br /> LANDSCAPE <br /> SUBTOTAL <br /> THE NEEDED POND CAPACITY = SUBTOTAL X 2 = <br /> 11 q 60 CU. FT. <br /> (VOLUME DETERMINED WITH NO ALLOWANCE FOR PERCOLATION) <br />
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