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607 RIVERSIDE RD 2021-01-29
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607 RIVERSIDE RD 2021-01-29
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Last modified
1/29/2021 9:18:20 AM
Creation date
1/29/2021 8:05:12 AM
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Address Document
Street Name
RIVERSIDE RD
Street Number
607
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Appendix B-3 25-year and 100-year Rational Method Model <br /> (Drop across MH 110.0000 ft IIEx/Infi1 Ratell0.0000 in/hrl <br /> Up Invert 11.8400 ft Dn Invert 12.1200 ft <br /> Match inverts. <br /> DnNode SDCB#2 Alt UpNode SDCB#3 <br /> Record Id: SD7 <br /> Section Shape: Circular <br /> Uniform Flow Method: Manning's , Coefficient: 0.0120 <br /> Routing Method: Muskingum-Cunge <br /> DnNode SDCB#3 UpNode SDCB#4 <br /> Material N-12 Size 18" Diam <br /> Ent Losses Groove End w/Headwall <br /> Length 96.0000 ft Slope 0.20% <br /> Up Invert 12.3100 ft Dn Invert 12.1180 ft <br /> Conduit Constraints <br /> Min Vel Max Vel Min Slope Max,Slope Min Cover <br /> 2.00 ft/s 15.00 ft/s 0.50% 2.00% 3.00 ft <br /> Drop across MH 0.0000 ft Ex/Infil Rate 0.0000 in/hr <br /> Up Invert 12.1180 ft Dn Invert 12.3100 ft <br /> Match inverts. <br /> DnNode SDCB#3 UpNode SDCB#4 <br /> Record Id: SD8 <br /> Section Shape: Circular <br /> Uniform Flow Method: Manning's Coefficient: 0.0120 <br /> Routing Method: Muskingum-Cunge <br /> DnNode SDCB#4 UpNode SDCB#5 <br /> Material N-12 Size 18" Diam <br /> Ent Losses Groove End w/Headwall <br /> Length 420.0000 ft Slope 0.20% <br /> Up Invert 13.1500 ft Dn Invert 12.3100 ft <br /> Conduit Constraints <br /> Min Vel Max Vel Min Slope Max Slope Min Cover <br /> 2.00 ft/s 15.00 ft/s 0.50% 2.00% 3.00 ft <br /> Drop across MH 0.0000 ft Ex/Infil Rate 0.0000 in/hr <br /> Up Invert 12.3100 ft I Dn Invert 13.1500 ft <br />
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