PERMFILE109649

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Attachment 13-E1, Attachment F
• Section_Exhibit Name: NH1 TAB 13 ATTACHMENT E Part 2
• Media Type: D
• Archive: Yes

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~ JUNCTION 1, BRANCH 1
STRUCTURE 1
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••• HYDRAULIC INPUT VALUES FOR SUBMATERSHEDS •••
MATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT
. ~ SHED ACRES NUMBER NR HR K-IIRS % HYDRO
1 31.00 83.00 0.194 0.000 0.000 0.00 1.0
I ••• SEDIMENT INPUT VALUES FOR SUBMATERSHEDS •••
1
MAZER SEC SOIL IENCTH SLOPE CP PART SURF
SIZED NUM K FEET PCT VALUE OPT COND
1 1 0.24 0.0 2.62 1.000 1.0 0.0
• • • COMPUTED VALUES FOR INDIVIDUAL MATERSHEDS • • •
MATERSIIED PEAK FLOH RUNOFF SEDIMENT DIAH DELIVERY DELIVERY
j (CFS) (INCITES) TONS (MN) RATIO 1
---------------'-----------------------___--_-
__---
_
-
- RAT10 2
l _
_
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__
__--
1 16.00 0.56 347.82 0.007 0.887 __-_~__
1.000
NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION DY DELIVE RY RATIO 2
i
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••••• SUMMARY TADLE FOR TOTAL HATERSIIED •••••
RUNOFF VOLUME = 1.4523 ACRE-ii
PEAK DISCHARGE = 16.0041 CFS
;i AREA = 31.0000 ACRES
~~ 11ME OF PEAK DISCHARGE = 12.10 HRS
BETA = 1.0000
' RAINFALL. CROSITIVITY FACTOR '''17.31 EI UNIT
' PEAK CONCENTRATION = 302420.56 MC/L
' PEAK SETTLEABLE CONCENTRATION = 104.96 NL/L
' PEAK SETTLEABLE CONCENTIATION = 131205.56 MG/L
" ~ TOIAL'SEDIMENT YIELD = 347.8237 TONS
REPRCSENTATIVE PARTICLE 512E = 0.0074 FIM
TIRE OF PEAN CONCENTRATION = 12.10 HRS
PCRIOD OF SIGNIFICANT CONCENTRATION = 13.40 HRS
VOLUTAE HEICHTED AVERAGE SETTLEABLE
CONCENTRATION DURING PERIOD OF
SIGNIFICANT CONCENTRATI011 = 55.33 Ml/l
VOLUME HEIGHTCD AVERAGE SETTLEABLE
' CONCENTRATION DURING PEAK 24 HOUR
PERIOD ~ = 55.33 ML/L
ARITIINETIC AVERAGE SETTLEADLE
CONCENTRATION DURING PERIOD OF
SIGNIFICANT CONCENTRATION = 0.00 ML/L
ARITIIHETIC AVERAGE SETTLEABLE
CONCENTRATION DURING PEAK 24 HOUR
I ~ PCRIOD = ~15. 56 HL/L