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2013-08-09_PERMIT FILE - C1996083A (7)
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2013-08-09_PERMIT FILE - C1996083A (7)
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Last modified
8/24/2016 5:23:39 PM
Creation date
1/28/2014 12:09:46 PM
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DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
8/9/2013
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
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Culvert Summary <br />and Minimum <br />Size Requirements <br />- -- — <br />- – <br />aximum Minimum <br />__ <br />Flow Culvert <br />_Drainacie _o_r <br />uIvert <br />Co ntributin <br />Flow <br />CFS Inches <br />1 88 <br />_ _ _ <br />Culverts C -131 __ _Ditch B1 <br />1 88, <br />12 <br />C -B2 <br />Ditch Bt <br />1.88 <br />D <br />_ itch 134 <br />0 44 2 32 <br />18; <br />C -83 <br />Drainage Area <br />067 <br />1 067 <br />12 <br />C -134 <br />Ditch 135 <br />243 <br />2.43 <br />18' <br />C -135 <br />Deleted from Design_ <br />C -86 <br />Deleted from Design <br />C -137 <br />Ditch B9 <br />024 <br />Ditch B8 <br />0 671 091 <br />12 <br />C -88 <br />Ditch 810 <br />1 17 <br />Ditch 1311 <br />0 741 191, <br />12 <br />C -139 <br />_ <br />Ditch B12 <br />1 62 <br />Ditch B36 <br />* <br />0 16 � 1 78 <br />_ <br />12' <br />C -810 _ <br />Ditch B14 <br />0.22 <br />0221 <br />12' <br />C -B11 <br />Ditch B15 <br />3 56 <br />3 56 <br />18' <br />C -1312 <br />Dram_age Area <br />1 76 <br />Ditch B20 <br />_ <br />0 551 231- <br />18 <br />Ditch_ 837 <br />042 <br />- - <br />- r <br />12 1 <br />- <br />C -814 <br />_ <br />Ddch 816 <br />_ _ - <br />_ <br />4 44 <br />_ _ <br />+ 4 44 <br />1 <br />18' <br />C -815 <br />Ditch 8 _ _ _ 21 <br />D_ itch B24 <br />2 63 1 10 17' <br />24 !Note 2 <br />7 54 <br />10 56 <br />- C-B16 Witch B23 <br />10 56 <br />_?Note 2 <br />C -817 <br />Ditch B -19 <br />6 46 <br />Ditch B -26 <br />0 30 <br />0.45 <br />_ _ _ 6 76 _ _ _ <br />1 69 <br />24' _ <br />12 <br />C -618 Ditch B27 & 32 <br />124 <br />Ditch B22 <br />C -619 <br />'Culvert 818 <br />'- <br />� <br />1 69 <br />Culvert 816 <br />10.56 <br />12 , <br />25 25' <br />24' <br />- <br />C -820 <br />Deleted from Design <br />_ <br />- <br />-- <br />0 <br />2263 <br />3636 <br />C -B21 <br />Drainage Area B - <br />25 Year Event <br />C -622 <br />Ditch 315 <br />3.56 <br />356 <br />1811_ <br />C -1323 <br />!Ditch 1316 <br />444 <br />_ _ <br />_ <br />4441 <br />- <br />18 <br />C -1324 <br />!Ditch B13 <br />004 <br />004', <br />121 <br />C -1325 <br />I Culvert B24 <br />1 Ditch B2_5 _ i <br />0 04 <br />042 <br />Ditch B35 <br />0041 <br />008, <br />12 <br />C -1326 <br />042 _ _-12_ <br />1225 1 <br />24 <br />_ <br />C -1327 <br />Culvert B19 i 1225 <br />8 <br />_ <br />11 <br />_ <br />- _- - <br />-� <br />-11 <br />Ditch Ct9 <br />42 <br />Culverts <br />1 <br />C -C2 <br />Draina a Area <br />Ditch C2 <br />0 35 <br />1 81 <br />0351, <br />12 <br />C -C3 <br />1 81 <br />121 <br />_ <br />_ <br />C -C4 <br />Ditch C4 _ <br />Culvert <br />�_ <br />6 22 <br />1779 <br />6 22 <br />18 <br />C -05 <br />Culvert C14 <br />6.22 <br />24 01 <br />_ <br />C <br />Ditch C7 <br />t_cC8 <br />1085 <br />32 18 <br />_ <br />1085 <br />24 <br />-C6 <br />C C <br />32 18 <br />361 <br />_ <br />-C-C8 <br />-_�- <br />Drainage Area <br />0 09 <br />{ <br />_ _ <br />- I - <br />0 03 <br />1.21 <br />C -C9 <br />Culvert C8 <br />-- <br />009 <br />- <br />0091 <br />121___ <br />_ <br />- C -C10 <br />- -9 <br />Ditch C15 <br />0. 751 <br />0 75f <br />121 <br />C -C11 <br />Ditch C12 <br />6 84 <br />i 6 84 i <br />24 Note 2 <br />Ditch C17 <br />�Drainaqe <br />1 33 1 <br />Ditch C24 ��_ <br />6 84 8 17' <br />241 N_ote_2_ <br />- <br />A_ rea D -05 renamed <br />C -C13 a_ e_63 <br />- {p 9 <br />_ _ <br />17 79 <br />301 <br />C -C14 <br />- <br />Ditch C12 r_ <br />684',_ <br />_J <br />_ <br />C -C15 <br />Ditch C21 _ _ <br />11 Ditch C18 <br />Ditch <br />_684 <br />0 59 <br />825 <br />029 <br />_ <br />Ditch C22 <br />-- <br />_ <br />8-37-- 8 96' <br />- -8 25r <br />1 029, <br />_241Note2 <br />24 Note 2 <br />24''1 Note 2 <br />12 1 <br />_ <br />-, C -C16 <br />_ <br />C -C17 <br />C -C18 <br />Ditch C23 <br />913, <br />241 <br />C -C19 <br />Dutch C17 _ <br />Ditch C11 - J <br />Ditch C -C20 <br />_ _913 <br />1 33 <br />34 91 <br />093 <br />1 331 <br />12 <br />C -C20 <br />_ _ <br />34 91 <br />36 <br />C -C21 <br />Ditch D -1 <br />_093L_ <br />16411, <br />12 _ <br />301 <br />Culverts: C -D1 <br />Ditch D -2 1641 <br />C -D2 <br />C -D1 <br />1641 <br />Ditch D -2 _ _ _ +_ <br />16411 <br />301, <br />C -E1 <br />Ditch E -1 <br />1.79 <br />1 791 <br />121 <br />C -G1 <br />Deleted from desi n <br />Ditch -D4 <br />-- <br />07 <br />C -G2 <br />-_— <br />078, <br />- -- - - - <br />1 _ <br />-12 <br />_D <br />Ditch D -D3 & D6 <br />0 98 <br />C G3 <br />_ _ _ <br />24 <br />_ <br />`C--G4 <br />1� -- <br />Ditch D -5 <br />0.86 <br />C -F1 <br />Deleted from design <br />TC -F2- <br />Ditch F14 <br />1256 <br />- 12 56 <br />421 <br />Ditch H1 <br />Ditch J1 & J2 <br />Ditch J4 <br />307 <br />5_ 09 <br />24-63 <br />'C-H 1_ _ <br />- - <br />- -__ 307'1 <br />421 <br />C -J1 <br />b itch J3 & J12 19 62 23 381 241 Note _4 <br />_24 53T 30' Note 4 <br />C -J2 _ <br />C -J3 <br />Ddch J5 <br />Ditch .19-2 <br />Ditch J16 -1 <br />0 66_ <br />1161 <br />027 <br />Ditch J_ 6 _ _ <br />0 49 1. 15'1 <br />11611 <br />11 <br />12 _ <br />24' <br />12 <br />C -J4 <br />_ _ <br />C -J5 <br />C -J6 <br />Ditch J16 -2_ <br />042 <br />18! <br />C-.17 <br />_ <br />Ditch J -15 <br />035 <br />_ <br />18; <br />C -J8 <br />Ditch J -8 -1 <br />6.05 <br />- I <br />24, <br />C -K1 <br />I Ditch K1 <br />046 <br />Ditch K2 <br />0971 1431 <br />121 <br />C -K2 <br />',Ditch K3 <br />1 70 <br />t 1 70 <br />1.2 <br />C -K3 <br />1 Deleted from design <br />_ <br />1 <br />-C-L1 <br />Deleted from desi n <br />Culverts , SAE 1 <br />1 Deleted from design <br />from design- _ <br />_ <br />SAE2 1Deleted <br />a HW /D ratio of 2 0 If <br />an 18 -mch culvert is to <br />Note 1 End sections <br />must conform to fill slows <br />Note_ 2 An 18 -inch <br />culvert will handle 11 cfs <br />with <br />1 5' of head over top of culvert _ <br />under old State Highway 133 Maintenance <br />be used, assure <br />rock headwall or road willprovide <br />-B19, 820,821 & SAE2 are located <br />Note 3 Culverts C <br />and repair of these culverts is the responsibility of the operator <br />Note 4 _ Culvert J1 desi ned with concrete headwall conforming to the fill slope with a HW /D = 2 <br />Note 4 Culvert J2 designed with concrete headwall conforming to the fill slope with a HW /D = 14 <br />TR -79 EXH -8 - 31 - 08/09/13 <br />
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