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Table 2.05.3(4) -7 -1 <br />iA culvert is in place between NHN -001 East Segment 1 and 2, and Segment 5 and 6. Culvert design specifications are presented in subsection 2.3. <br />2 All segments that SEDCAD requires riprap will be lined with Geoweb filled with 3 -inch minus rock. This is based on the information from Comparison of Geoweb to Rip -Rap from <br />Appendix 2.05.3(4) -7 page 27. <br />APPENDIX 2.05.3(4) -7 PAGE - 4 - OCTOBER 2014 (TR 07) <br />Side slopes <br />Flow <br />Segment Stations <br />Channel <br />(HAV) <br />Cross <br />Segment <br />Design <br />SEDCAD Req. <br />Sectional <br />SEDCAD Required <br />Sufficient <br />Ditch <br />Segments <br />Slope <br />Parameters <br />Channel Lining' <br />Area (ft) Z <br />Flow Cross Sectional <br />Capacity? <br />Start <br />End <br />(%) <br />(As- Built) <br />Left <br />Right <br />(As- <br />Area (ft') <br />Built) <br />Riprap (D50 = <br />NHN -001 East <br />1 <br />0 +00 <br />5 +20 <br />5.0 <br />Triangular <br />4.1 <br />2.8 <br />3.0 in) <br />2.7 <br />1.79 <br />Yes <br />Riprap (D50 = <br />Yes <br />2 <br />5 +75 <br />11 +40 <br />3.5 <br />Triangular <br />4.6 <br />3.5 <br />1.5 in) <br />10.1 <br />2.18 <br />3 <br />11 +40 <br />13 +85 <br />1.3 <br />Triangular <br />3.4 <br />3.1 <br />Shales and <br />hardpans <br />12.5 <br />2.86 <br />Yes <br />4 <br />13 +85 <br />16 +55 <br />2.4 <br />Triangular <br />3.3 <br />3.1 <br />Riprap (D50 = <br />1.5 in) <br />5.7 <br />3.08 <br />Yes <br />Trapezoidal <br />Shales and <br />Yes <br />5 <br />16 +55 <br />20 +75 <br />0.6 <br />(7.6 ft wide <br />3.0 <br />4.7 <br />hardpans <br />10.9 <br />6.75 <br />bottom) <br />6 <br />1 21 +40 <br />25 +20 <br />1.1 <br />Triangular <br />4.0 <br />4.6 <br />Plastic <br />8.1 <br />3.40 <br />Yes <br />Riprap (D50 = <br />Yes <br />7 <br />25 +20 <br />27 +11 <br />4.0 <br />Triangular <br />4.0 <br />4.4 <br />3.0 in) <br />7.8 <br />5.05 <br />Pond <br />Not Applicable <br />25.0 <br />%: Culvert <br />36" Dia. <br />Steel <br />2.10 <br />1.48 <br />Yes <br />Ent ry <br />CMP <br />NHN -001 West <br />1 <br />0 +00 <br />3 +85 <br />2.6 <br />Triangular <br />3.6 <br />3.5 <br />Riprap (D50 = <br />1.5 in) <br />5.2 <br />1.49 <br />Yes <br />Trapezoidal <br />Shales and <br />Yes <br />2 <br />3 +85 <br />7 +20 <br />1.0 <br />(15.2 ft wide <br />8.5 <br />3.0 <br />hardpans <br />29.6 <br />3.47 <br />bottom) <br />Riprap (D50 = <br />Yes <br />3 <br />7 +20 <br />11 +96 <br />6.5 <br />Triangular <br />3.9 <br />3.9 <br />3.0 in) <br />10.2 <br />1.97 <br />Pond <br />Not Applicable <br />25.0 <br />%Z Culvert <br />36" Dia. <br />Steel <br />2.10 <br />1.22 <br />Yes <br />Entry <br />I CMP <br />iA culvert is in place between NHN -001 East Segment 1 and 2, and Segment 5 and 6. Culvert design specifications are presented in subsection 2.3. <br />2 All segments that SEDCAD requires riprap will be lined with Geoweb filled with 3 -inch minus rock. This is based on the information from Comparison of Geoweb to Rip -Rap from <br />Appendix 2.05.3(4) -7 page 27. <br />APPENDIX 2.05.3(4) -7 PAGE - 4 - OCTOBER 2014 (TR 07) <br />