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2023-04-19_PERMIT FILE - C1981010A (14)
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2023-04-19_PERMIT FILE - C1981010A (14)
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Last modified
7/14/2023 8:08:20 AM
Creation date
7/13/2023 10:49:32 AM
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Template:
DRMS Permit Index
Permit No
C1981010A
IBM Index Class Name
Permit File
Doc Date
4/19/2023
Doc Name
pages 4-172 to 4-222z
Section_Exhibit Name
4.8 Hydrologic Impacts
Media Type
D
Archive
Yes
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.P <br />N <br />CO <br />w <br />Table 4.8-5a Acres per Constructed Check Dam/Check Dam Storage Capacity Depending on Slope <br />Acres per Constructed Check Dam <br />Curve <br />Number <br />5% <br />6% <br />7% <br />8% <br />9% <br />10% <br />11% <br />12% <br />13% <br />14% <br />15% <br />16% <br />17% <br />18% <br />19% <br />20% <br />21% <br />22% <br />23% <br />24% <br />25% <br />67 <br />NW <br />115.00 <br />105.00 <br />95.00 <br />85.00., <br />70.00 <br />65.00 <br />60.00 <br />55.00 <br />48.00 <br />46.00 <br />44.00 <br />42.00 <br />35.00 <br />30.00 <br />25.00 <br />20.00' <br />68 <br />113.00 <br />103.84 <br />94.68 <br />85.52 <br />76.36 <br />67.20 <br />63.00 <br />58.80 <br />54.60 <br />50.40 <br />46.20 <br />44.32 <br />42.44 <br />40.56 <br />38.68 <br />36.80 <br />32.16 <br />27.52 <br />22.88 <br />18.24 <br />13.60 <br />69 <br />101.00 <br />92.68 <br />84.36 <br />76.04 <br />67.72 <br />59.40 <br />56.00 <br />52.60 <br />49.20 <br />45.80 <br />42.40 <br />40.64 <br />38.88 <br />37.12 <br />35.36 <br />33.60 <br />29.32 <br />25.04 <br />20.76 <br />16.48 <br />12.20 <br />70 <br />89.00 <br />81.52 <br />74.04 <br />66.56 <br />59.08 <br />51.60 <br />49.00 <br />46.40 <br />43.80 <br />41.20 <br />38.60 <br />36.96 <br />35.32 <br />33.68 <br />32.04 <br />30.40 <br />26.48 <br />22.56 <br />18.64 <br />14.72 <br />10.80 <br />71 <br />77.00 <br />70.36 <br />63.72 <br />57.08 <br />50.44 <br />43.80 <br />42.00 <br />40.20 <br />38.40 <br />36.60 <br />34.80 <br />33.28 <br />31.76 <br />30.24 <br />28.72 <br />27.20 <br />23.64 <br />20.08 <br />16.52 <br />12.96 <br />9.40 <br />72 <br />JM <br />59.20 <br />53.40 <br />47.60 <br />41.80 2M <br />35.00 <br />34.00 <br />33.00 <br />32.00JJM <br />29.60 <br />28.20 <br />26.80 <br />25.40fiM <br />20.80 <br />17.60 <br />14.40 <br />11.20" <br />73 <br />57.50 <br />52.33 <br />47.17 <br />42.00 <br />36.83 <br />31.67 <br />30.75 <br />29.83 <br />28.92 <br />28.00 <br />27.08 <br />25.85 <br />24.62 <br />23.38 <br />22.15 <br />20.92 <br />18.13 <br />15.35 <br />12.57 <br />9.78 <br />7.00 <br />74 <br />50.00 <br />45.47 <br />40.93 <br />36.40 <br />31.87 <br />27.33 <br />26.50 <br />25.67 <br />24.83 <br />24.00 <br />23.17 <br />22.10 <br />21.03 <br />19.97 <br />18.90 <br />17.83 <br />15.47 <br />13.10 <br />10.73 <br />8.37 <br />6.00 <br />75 <br />42.50 <br />38.60 <br />34.70 <br />30.80 <br />26.90 <br />23.00 <br />22.25 <br />21.50 <br />20.75 <br />20.00 <br />19.25 <br />18.35 <br />17.45 <br />16.55 <br />15.65 <br />14.75 <br />12.80 <br />10.85 <br />8.90 <br />6.95 <br />5.00 <br />76 <br />35.00 <br />31.73 <br />28.47 <br />25.20 <br />21.93 <br />18.67 <br />18.00 <br />17.33 <br />16.67 <br />16.00 <br />15.33 <br />14.60 <br />13.87 <br />13.13 <br />12.40 <br />11.67 <br />10.13 <br />8.60 <br />7.07 <br />5.53 <br />4.00 <br />77 <br />27.50 <br />24.87 <br />22.23 <br />19.60 <br />16.97 <br />14.33 <br />13.75 <br />13.17 <br />12.58 <br />12.00 <br />11.42 <br />10.85 <br />10.28 <br />9.72 <br />9.15 <br />8.58 <br />7.47 <br />6.35 <br />5.23 <br />4.12 <br />3.00 <br />78 <br />kM <br />18.00 <br />16.00 <br />14.00 <br />12.00 JM <br />9.50 <br />9.00 <br />8.50 <br />8.00 IFIft <br />7.10 <br />6.70 <br />6.30 <br />5.90 g4.80 <br />4.10 <br />3.40 <br />2.70 :` <br />A <br />79 <br />17.70 <br />15.93 <br />14.16 <br />12.38 <br />10.61 <br />8.84 <br />8.40 <br />7.97 <br />7.53 <br />7.10 <br />6.66 <br />6.31 <br />5.96 <br />5.60 <br />5.25 <br />4.90 <br />4.28 <br />3.67 <br />3.05 <br />2.44 <br />1.82 <br />80 <br />15.40 <br />13.86 <br />12.31 <br />10.77 <br />9.22 <br />7.68 <br />7.31 <br />6.94 <br />6.56 <br />6.19 <br />5.82 <br />5.52 <br />5.21 <br />4.91 <br />4.60 <br />4.30 <br />3.77 <br />3.24 <br />2.70 <br />2.17 <br />1.64 <br />81 <br />13.10 <br />11.78 <br />10.47 <br />9.15 <br />7.84 <br />6.52 <br />6.21 <br />5.90 <br />5.60 <br />5.29 <br />4.98 <br />4.72 <br />4.47 <br />4.21 <br />3.96 <br />3.70 <br />3.25 <br />2.80 <br />2.36 <br />1.91 <br />1.46 <br />821 <br />10.80 <br />9.71 <br />8.62 <br />7.54 <br />6.45 <br />5.36 <br />5.12 <br />4.87 <br />4.63 <br />4.38 <br />4.14 <br />3.93 <br />3.72 <br />3.52 <br />3.31 <br />3.10 <br />2.74 <br />2.37 <br />2.01 <br />1.64 <br />1.28 <br />83bliIIIIIIII11M <br />7.64 <br />6.78 <br />5.92 <br />5.06 <br />4.02 <br />3.84 <br />3.66 <br />3.48 <br />3.14 <br />2.98 <br />2.82 <br />2.66 <br />2.22 <br />1.94 <br />1.66 <br />1.381M <br />Check Dam Storage Capacity (Ac -Ft) Depending on Slope <br />Channel <br />slope5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% 16% 17% 18% 19% 20% 21% 22% 23% 24% 25% <br />Acre <br />Feet 0.039 0.035 0.031 0.027 A 0.021 0.019 0.017 0.015 0.014 0.013 0.013 0.013,M 0.011 0.009 0.007 0.005 <br />-a 0 *Shaded values are direct from SEDCAD Model runs developed by ESI; Appendix 0, Section 37. All other values interpolated. <br />CC3 N <br />m O <br />Q <br />
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