PERMFILE111152

• Permit No: C1996083A
• IBM Index Class Name: Permit File
• Doc Date: 5/12/2003
• Doc Name: pages 8-1 through 8-80i
• Section_Exhibit Name: Exhibit 08 Protection of the Hydrologic Balance
• Media Type: D
• Archive: Yes

Culvert Summa and Mi nimum Size Re~7c uirements ~_
Maximum) Minimum!
I i Flowl Culvert.
r ! rains eor CUNe i in Flowl F I In
Culverts .C-81 (Ditch Bl 1.68 1.861 121
C-02 (Ditch Bt 1.88 Ditch 84 I, 0.44 2.32; 18I
JC-83 :Draina eArea 2.63 2.631 181,
IC-84 (Ditch 85 2.43 I 2.431 181
!C-85 (Deleted from De si n i I i
jC-86 (Ditch B7 0.34 Dilch 88
- 0.6
~ 1.01 j 121
~C-B7 (Ditch 89 0.07 I 0.07 121
IC-BB (Ditch BlO 1.17 Ditch 811 I 2.01 3.181 18I
GB9 iDitch Bl2 1.62 Ditch 836 O.i6i 1.78; 12'
IC-810 (Ditch Bl4 0.22 I 0.221 12j
IC-811 (Ditch BlS 3.56 356 101
IC-812 (Ditch Bl6 5.37 Ditch 619 0.221 5.591 18
IC-813 iDitch B37 0.42 I j 0.421 121
jC-814 _
iDitch Bl6 4.44 I 4441, 18'
!C-815 .Ditch B21 6.19 Ditch 820 0.69; 6.68 24INOte 2
C-816 (Ditch B23 7.09 I 7.09: 24Mote 2
IC-817 (Deleted from De si n I I ! I
IC-816 (Ditch B27&32 1.24 Ditch H22 i 0451 1.69: 121
C-819 (Culvert 816 1.69 Culven B20 I 7.091 8.78 241Note 2
iC-820 (Ditch B26 7.09 7.09: 24NOte 2
iC-821 jDraina eAreaB-25 Year E vent 22.631 36
C-822 (Ditch BlS 3.56 I I 3.561 161
!C-B23 (Ditch Bl6 4.44 I I 4.44! 181
~C-824 (Ditch 813 0.04 0.04; 121
C-B25 iC0lvert B24 0.04 Ditch B35 1 0.04 0.08: 121
jC-826 Ditch B25 0.42 I 0.421 121
i i I I I ~
CuNerls iC-C1 ;Ditch Cl 7.42 1.42': 121
IC-C2 :Drainage Area 0.35 0.351 12I
IC-C3 !Ditch C2 7.81 1.81 t2i
iC-C4 (Ditch C4 6.22 I 6.221 161
jC-CS ;Culvert Cl3 17.79 Culven Cl4 6.22 24.01: 36
IC-C6 iDllch D6 29.13 j 29.131 361,
IC-C7 rDitch CB 1.13 1.131 121
(GCB jDitch C9 30.55 30.551 36j
!C-C9 ;Culvert CB 30.55 I 30.551 361
IDL10 (Ditch ClS 0.75 0.75; 12
ID-C77 iDitch C72 6.84 6.841 24INOte2
IC-C72 (Ditch Cl7 733 Ditch C24 6.84j 8.17 241NOte2
C-C13 ;Draina eArea GCS rename d C-C73 a e63 17.791 301
iC-C14 (Ditch Cl2 6.84 6.841 241Note2
iC-C15 ,Ditch C21 0.59 Ditch C22 8.3T 8.96! 24'NOte2
jC-C16 (Ditch ClB 8.25 6.25 24jNOte2
iC-C17 !Ditch C19 0.29 I 0.29 121
IC-C18 ':Ditch C23 9.13 9.13; 24:
jC-C19 'Dlltch Cl7 1.33 I ! 1.33; 12I
I 1 j
CuNarts ;C-D1 (Ditch D-2 16.41 1 16.41 ~ 30!
'C-D2 ~C-D1 16.41 I 16.411 301
iGEt :Deleted fromtles i n. I 1

~ I i i
GGt ;Draina eArea o.42 042 t2!
IGG2 (Draina eArea 0.67 0.67; 12!
;C-G3 iBottam of Gob P ile - Io Pond D ! i 24'
~C-G4 !Ditch G2 0.10 ~ 0.1 of 12;
IC-F7 !Ditch F-1 0.70 I 0.701 121
IC-F2 !Ditch F-2 N.66 1 11.661 24
! ! i
iC-H1 'Ditto H1 35.81 ! 35.811 421
i I
IDJ1 :Ditch Jl &J2 4.61 Culvert J3 2.52; 7.13j 241
iCJ2 Dttch J4 7.74 Culvert Jt I 7.131 14.871 301
{GJ3 (Ditch JS 0.59 Ditch J6 0401 0.991 121
i i I ~ I
IC-Kt (Ditch Kt 0.46 Ditch K2 ! 0.971 /A3i 121
~GK2 iDitch K3 1.70 I I 1.701 121
GK3 (Deleted from tles i n. I i
1 I I
.GL1 Deleted tram del i n. I
i 1
Culverts !SAE( (Deletetl from tlrsi n. I i I
ISAE2 ;Deletetl tram tlesi n. ! 1
Note 1 jEnd sections must conform to till slo es. 1
~
Note 2 !An 18-inch culvert will handle 11 ds wdh a HVJrD ztio of 2.0. If an
1 8-inch wNert is to !
loa useq assure rock headwall or roatl will reside 1.5 of head over to of culved. I
Note 3 jCuNerts C-819, 820,821 8 SAE2 are loceted under dd State Hi hwa 133. Maintenance,
lantl re air of these culverts is Ue res ibilit of the o erator. I i
i I I i I ~
PR-07 A ~r ~~f ° Fj(H-8 - 31 - 04103
5~1i~o3