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2020-03-31_PERMIT FILE - C1981019 (32)
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2020-03-31_PERMIT FILE - C1981019 (32)
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Last modified
9/13/2023 2:30:45 PM
Creation date
5/6/2020 7:03:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
3/31/2020
Doc Name
Streeter Gulch Ditch and Buckskin Draw Ditch
Type & Sequence
TR135
Section_Exhibit Name
Exhibit 07 Item 14E
Media Type
D
Archive
No
Supplemental fields
Permit Order
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Exh. 7-14E-2 Revision Date: 2/13/20 <br /> Revision No.: TR-135 <br /> <br />Appendix Exh7-14E <br /> <br /> Streeter Gulch Ditch and Buckskin Draw Ditch <br /> <br /> <br />The Streeter Gulch Ditch is located in Sections 2, 3, 9, and 10 of T3N, R93W, and the Buckskin <br />Draw Ditch is located in Sections 9 and 10 of T3N, R93W. The alignments of these ditches are <br />shown on Map 12, and Exh. 7-14SP Figure 1 (in Volume 2D) provides watershed characteristics <br />for both ditches. The design profiles are provided on Maps 33 and 33A, and the applicable <br />SEDCAD modeling results for both ditches are also contained within this appendix. <br /> <br />The upper segments of the Streeter Gulch Ditch and the entirety of Buckskin Draw Ditch have a <br />contributing area of less than one square mile. They could be designed in accordance with Rule <br />4.05.3. However, for ease since the lower segments of Streeter Gulch Ditch meet the <br />requirements of Rule 4.05.4, both ditches have been designed for the 100-year, 24-hour storm <br />event. <br /> <br />The following pages present the SEDCAD model output for Streeter Gulch Ditch and Buckskin <br />Draw Ditch. Channel parameters and calculated flows are summarized and presented on Exhibit <br />7, Item 14, Table 1. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />
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