2008-09-25_REVISION - M1978091UG

• Permit No: M1978091UG
• IBM Index Class Name: REVISION
• Doc Date: 9/25/2008
• Doc Name: Response to adequacy review letter
• From: Gault Group, Inc
• To: DRMS
• Type & Sequence: AM3
• Email Name: RCO
• Media Type: D
• Archive: No

C : \BENTi.E-1`•,GHEC-1\DMG.OUT
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_ 2342 238 0.00 0.00 0.00 1. * 3 0042 488 0.00 0.00 0.00 0.
_ 2348 239 0.00 0.00 0.00 _. * 3 0048 489 0.00 0.00 0.00 0.
_ 2354 240 0.00 0.00 0.00 1. * 3 0054 490 0.00 0.00 0.00 0.
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2 0024 245 0.00 0.00 0.00 1. * 3 0124 495 0.00 0.00 0.00 0-
2 0030 246 0.00 0.00 0.00 1. * 3 0130 496 0.00 0.00 0.00 0.
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l•R*fi********R****fi* **fi*** *****#*# #*##**** *##**fifi***********fi*#R*•k****M ************}}* ****** ******** ******** ****#0*#*****'II*#*#*sF •k 4r-k
TOTAL RAINFALL =
PEAK FLOW TIME
-S) R?
3.14, TOTAL LOSS = 2.75, TOTAL EXCESS
MAXIMU, AVERAGE FLOW
6-HR 24-HR 72-HR
!CFS)
4.
,INCHES) 0.267
(AC-FT) 2.
CUMULATIVE AREA =
OPERATION STATION
fi
HYDROGRAPH 63?
1. i.
0.385 0.385
3. 3.
0.13 SQ M.
0.39
49 . 90 ••HR
~ 0.385
3.
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD
FLOW PEAK
6-HOUR 24-HOUR 72-HOUR
i. 3.Sd 4. 1. 0.13
BASIN MAXIMUM TIME OF
AREA STAGE MAX STAGE
*** NORMAL END 07 HEC-1 ***