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HomeMy WebLinkAboutApplication Files_82693_pg0840 ' Appendix A Sewer Calculations Technical Data Supplement Prepared by:SK Checked by: CNB Date: March 4, 2010 SEWER LATERALS Based on Individual sewer loads per building 1 3 j 1 Laterals Str to Str Dia Inv Inv Length Slope Q Q V Q V (inches) (ft) (ft) (ft) (GPM) (cfs) (ft/s) (cfs) NO t (full capacity) (full capacity) S131 WEST SMH7 6 61.1 58.9 202.5 0.01086 40.7 0.0907 0.078 0.76 3.89 S132 EAST SMH7 6 60.4 58.9 138 0.01087 40.7 0.0907 0.078 0.76 3.88 S131 NORTH SMH6 4 59.3 58.14 36 0.03222 18.5 0.0412 0.1 0.44 5.09 SB2 NORTH SMHS 4 58.4 57.8 28 0.02142 18.5 0.0412 0.083 0.36 4.15 S133 EAST SMH4 4 57 56.1 26 0.03461 18.5 0.0412 0.11 0.46 5.28 MILLSOLITH TIE 4 57.4 55.7 78 0.02179 28 0.062 0.21 0.3647 4.19 S133 NORTH SMH3 4 59.4 56.3 145.8 0.02126 40.7 0.0568 2.61 0.3602 4.14 MILL NORTH TIE 4 59.5 55.07 75.3 0.0588 55.5 0.1236 1.56 0.126 1.45 S134 EAST TIE 4 55.5 54.44 28 0.0407 18.5 0.0412 0.39 0.105 1.207 i S134 NORTH SMH1 4 56.2 53.4 133 0.02105 40.7 0.0907 0.5 0.3585 4.19 �I I 11 Ili l �I Page 1 I�1 II