2019-10-23_PERMIT FILE - C1996083A

• Permit No: C1996083A
• IBM Index Class Name: Permit File
• Doc Date: 10/23/2019
• Doc Name: Pages EXH 8-1 to EXH 8-97
• Section_Exhibit Name: Volume III Exhibit 08 Protection of The Hydrologic Balance
• Media Type: D
• Archive: Yes

Culvert Summa and Minimum_Size Re uirements
Maximum! MinimumFlo _
Culvert'
Dramaae or Culvert Contributing Flow CFS Inches
Culverts C-131 Ditch 61 —__1 88 _ _ 1 88 12,11
C-B2 1 Deleted from Design __
I C-B3 Drainage Area _1- 0 b7 067 12 _
G--B4 Deleted from Design
C-B5 Deleted from Design _
Deleted from Design
C-B_7 Ditch B9 _ _ _ _024 Ditch B8 067 091 12 _
C-B8__ Ditch B10 1 17 _ _ 1 17-121--
_
C-B9 Ditch 612 162 Ditch B36 016 1 78 12
---C - _ ____-1310_ Deleted from Design
_ ___
C-B11DitchB15 356 3561 18
- C-1312__ Drainage Area 176 Ditch B20 055 231 _____18
C-1313 I Ditch 1337 042 0 42
C-1314 Ditch B16 444 ---444 _..... 18,
C-1315 Ditch B21 7 69 Ditch B24 _ 263 1032 24 Note 2
_
6-1316 Ditch B23 10 71 10 71 __ __24 Note 2
C-1317 _ Ddch B-19 6 46I,Ditch B-26 045 _ _691 24
C-1318 Ditch B27&32 1 24,Ditch 132_2 0 45 1 69 12
C-1319 _ Culvert B18 1169'Culv_e_rt_B16 10 71 12 40 24
C-1320 Deleted from Design 6-0-0
_ C-821 _Drainage Area B-25 Year Event __2243 36
C-822 Ditch B15 3 56 356 18
— C-B23 Ditch B16 - 4 -- _ 444 _ 18
_ C-B24_ Ditch B13 0781 _ 078, 12
C-1325 Ditch B35 _ _ 0 82 __ __0 82' 12
---
C-B26 Ditch B25 064 064 12
C-B27 Culvert 1319 I 1240_ _ _ 1240 24
C-1328 Ditch 829 _ 13 33 t 1333 30
_ C-B29 Pond B/C Diversion Structure _ _ __ _ 000 18 Note 4
Culverts'CC1__- Ditch C1 __I _142i_ 142 _12'
C-C2 _ Deleted from Design-Plugged with_T_R_-1.1.9 _ ___ 000 12
C-C3 Ditch C2 146 _ 146 12
_ C-C4 __I Ditch C4 1 638 638 24
C-05__ Culvert C13 11 57 Culvert C4__ 6381 1795 30
_ C-C6_ Deleted from Design
_ C-C7 Ddch C8 1 33 95 3395 36
'C-C8 _ Drainage Area 0 09 009 12
_ C-C9 Deleted from Design
C-C10 _ IDdchC15 075 _ 075 12 _
C-C11 Ditch C12_ _ 684 _ _684 24 Note 2
C-C12 ,Ditch C17 I _ 1 331 Ditch C24 1 684 817 24-Note_2_
C-C13___Drainage Area D-05 renamed C-C13_(page 63) _ 11 57 _ 24 _
--C-C14 DdchC12 684 _ 684 2411Note2
C-C15 Ddch C21 1 02 Ditch C22 8 87 _ 9 89__ _24 Note 2
C-C16 Ditch C18 850 _ 8 50 _ _24 Note 2
C-C17 Ditch C19 029 02.9_ 12
C-C18 Deleted from Design
C-C19 Ditch C17 133 _ _ _ 1 33 12
C-C20 Ditch C11 3754 ___ 37 54 36
C-C21 Ditch—C-C20 0 93 _____ _ 0 93____12
C-C22 Drainage Area 025 025 12
C-C23 Drainage Area_ 0-21 0 21 12 _
_ C-C24 Ditch C1 T _ 142 ___ _ ____1 42 12
C-C25 Mine Water 050 050 --12
_ C-C26 Drainage Area _ 166 ___ _ 166, 36'
C-C27 Ditch—B3 - T 043 043 112 _
Culverts C-D1 Ditch D-1 _ 970 Ditch D-1 9 70 24'
-C-D2 Ditch D-2 _ 9 70I _ 970 24',
- C-E1 !Ditch E-1 9 —_ 179, 12'
C-G1 Deleted from design _ �T
C-G2 Ddch D-D4 0 42 042 1211
-- — - - --
C-G3 Ditch D-D3&D6_ 1 07 107, 24
C-G4 Ditch D-5 _ _ _ 086 _ I 121
C-G5 Culvert D-1 9 70 970 36
C-G6 Pond C Primary_Discharge 072 12
6-H1 ,_Ditch H1 257 _ 2373 _ 36"I'
CW Ditch 8 79'Ponds C&D Discharge 1 1237 _
"J"Culvert designs located in Volume XI,Appendix B -
36"in-place,design of C-26 requries a minimum of 10"be installed
42"in-place,design of C-Hrequries a minimum of 36"be installed
C-K1 Ditch K1 0 46 Ddch K2 097 143 12
C-K2 _ Ditch K3 1 70 1 70 ____ 12
Wash down water I 100 1 00 24
C-L1 Deleted from design
Culverts§A—E 1 Deleted from design ---_ _- —
_ SAE2 Deleted from design
Note 1_ End sections must conform to fill slopes
Note 2 An 18-inch culvert will handle 11 cfs with a WD ratio of 2 0 If an 18-inch culvert is to
be used,assure rock headwall or road will provide 1 5'of head over top of culvert
N_ot_e3_ Culverts C-1319,B20,B21&SAE2 are located under old State Highway 133 Maintenance
and repair of these culverts is the responsibility of the operator
Note 4 Culvert B29 is the Pond B/C diversion structure Water will be diverted to C-1329
I only during times when maintenance or clean out of Pond C is necessary
08/19
TR-119 EXH-8-31-