PERMFILE66341

• Permit No: C1989074
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX 5 ENGLEVILLE GULCH PREMINING PEAK FLOW PREDICTIONS
• Media Type: D
• Archive: No

- Applied Hydrology Associates -
**ir**AR****A**A***ir*****A***A********A********
A*********************AA**********************
** **
irA JUNCTION 1 BRANCH 1 STRUCTURE 2 **
** NULL STRUCTURE **
** J1 B1 S2 **
** **
AA************AA*******A**AA******************
****A*****ir*A**********A***********A**********
*********#**A*****A**************AAAA********A****Afi*****************AA*******A
* A
* SUBWATERSHED INFORMATION
* *
**AAAA*A*A*****AA****A* ***AA**A****************AAA**AA*AA*********A*AA**A*** ***
A *
* HYDRAULIC INPUT VALUES *
* A
* HATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO *
* SHED (acre) NUMBER (hr) (hr) K-(hr) % RESPONSE

* 1 112.03 87.00 0.153 0.668 0.668 0.366 MED *
* 2 147.39 88.12 0.235 0.468 0.468 0.365 MED
• * 3 162.76 74.26 0.247 0.172 0.172 0.361 MED *
* 4 58.31 88.07 0.124 0.300 0.300 0.369 INSTANT *
* 5 53.25 80.73 0.174 0.179 0.179 0.360 MED *
* 6 126.27 75.63 0.300 0.115 0.115 0.311 MED *
* 7 193.76 72.00 0.425 0.115 0.115 0.311 MED
* 8 14.92 72.00 0.031 0.000 0.000 0.000 INSTANT *
* *
* *
* COMPU TED VALUES FOR INDIVIDUAL WATERSHEDS *
* *
* PEAK FLOW RUNOFF
* WATERSHED (cfs) (inches)

* 1 264.334 2.821
* 2 328.451 2.926
* 3 215.755 1.764 *
* 4 162.541 2.921 *
* 5 102.071 2.268
* 6 165.973 1.865
* 7 185.564 1.602 *
* 8 25.927 1.602
* *
************A********** *AA*AA********AA***A*AAAAA******A**AA**************** ***
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