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2018-04-02_PERMIT FILE - C1981019A (13)
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2018-04-02_PERMIT FILE - C1981019A (13)
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Last modified
11/13/2019 8:44:44 AM
Creation date
4/25/2018 8:56:04 AM
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
4/2/2018
Doc Name
Collom Access Road Culverts
Section_Exhibit Name
Volume 20 Exhibit 24 Item 1
Media Type
D
Archive
Yes
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Table 2, Collom Haul Road Watershed Parameters <br />Pipe <br />Number <br />Road <br />Station <br />Disturbed <br />Acres <br />CN=85 <br />Juniper <br />Acres <br />CN=73 <br />Sm <br />Sagebrush <br />(Mesic) Acres <br />CN=63 <br />Sx Sagebrush <br />(Xeric) Acres <br />CN -63 <br />Grassland <br />CN=57 <br />Bottomland <br />CN -57 <br />MSX <br />Mountain <br />Shrub Acres <br />CN=57 <br />Total <br />Acres <br />1 <br />119+12 <br />2.3 <br />13.5 <br />55.8 <br />3.9 <br />75.5 <br />2 <br />123+44 <br />0.3 <br />4.9 <br />5.2 <br />7 <br />145+11 <br />1.6 <br />1.6 <br />8 <br />152+63 <br />0.5 <br />29.4 <br />2.8 <br />1.0 <br />33.8 <br />10 <br />159+39 <br />1.6 <br />0.1 <br />51.6 <br />2.0 <br />1.5 <br />54.8 <br />11 <br />173+20 <br />5.0 <br />0.0 <br />9.6 <br />0.2 <br />14.8 <br />14 <br />186+67 <br />9.7 <br />11.5 <br />96.9 <br />5.8 <br />0.4 <br />124.3 <br />16 <br />200+50 <br />10.8 <br />20.4 <br />2.9 <br />0.5 <br />34.6 <br />18 <br />216+16 <br />3.9 <br />13.3 <br />17.2 <br />20 <br />224+00 <br />1.1 <br />23.7 <br />0.1 <br />24.9 <br />22 <br />227+51 <br />1.2 <br />41.0 <br />89 <br />0.9 <br />52.0 <br />24 <br />231+17 <br />2.5 <br />8.6 <br />1.5 <br />12.7 <br />26 <br />241+70 <br />0.9 <br />16.2 <br />0.2 <br />0.5 <br />17.8 <br />28 <br />244+87 <br />4.7 <br />16.6 <br />0.5 <br />0.1 <br />21.9 <br />30 <br />256+64 <br />2.0 <br />33.1 <br />35.0 <br />32 <br />259+46 <br />4.7 <br />24.6 <br />29.4 <br />34 <br />269+12 <br />8.4 <br />58.7 <br />20.5 <br />0.5 <br />88.1 <br />35 <br />283+89 <br />3.9 <br />19.5 <br />5.0 <br />28.4 <br />36 <br />288+79 <br />2.5 <br />8.9 <br />5.7 <br />1.1 <br />18.2 <br />38 <br />295+57 <br />1.7 <br />4.4 <br />4.2 <br />3.5 <br />13.8 <br />40 <br />301+80 <br />9.8 <br />0.3 <br />3.9 <br />0.4 <br />14.4 <br />42 <br />314+37 <br />1.6 <br />1.6 <br />44 <br />355+00 <br />6.5 <br />22.1 <br />7.1 <br />1.5 <br />37.2 <br />46 <br />383+71 <br />See Note <br />47 <br />548+55 <br />0.4 <br />17.1 <br />0.4 <br />17.9 <br />49 <br />013+00 <br />2.1 <br />1.5 <br />5.8 <br />2.9 <br />12.3 <br />51 <br />013+29 <br />4.2 <br />See text <br />52 <br />018+56 <br />1.61 <br />5 <br />139+15 <br />See text <br />6 <br />139+93 <br />See text <br />53 <br />001+33 <br />See text <br />54 <br />010+30 <br />See text <br />55 <br />022+05 <br />See text <br />Note: The design for the 60 inch Culvert 46 is separately provided as structure 6 in the East Side Model presented in Volume 18, Exhibit 7-23C in the SEDCAD <br />print-out. <br />Exh. 24-1-9 Revision Date: 8/7/16 <br />Revision No.: TR -113 <br />
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