3429 15TH ST 2018-02-23 - Laserfiche WebLink

, , � McKay Consulting, LLC City of Everett Stormwater Conveyance Calculations �2r Section 5 __ 'Q10 _torm Wai.er Manual. Design SY.orm: 25 YR C(lawn / Landscape Area) 0.25 ' C(Pavement and Roof) 0.90 m(from Table 5.2) 7.83 n (from Table 5.2) 0.582 Manning's "n" 0.013 (FOP. PVC STORM PIPE) Inc. [r�; . ...,.. ,_,... INr. lraa ..-..: Are.: .. __ Q 4 V PIPE S=CPE 4f y,,, - . _ F.! . r.E?1rTii IN^. ARFA 1�'ID. :__. 'nc. -__' __..� Imp. ;�-_. �I��t.a. ii",' _.. .._.-.. :rp�i �'-7n L='7�_ rACI �lr; - - _ �cfs; -- c�fs�� - _ - - -- _- . _..- , -'- � -]r ,.049 J.04� .. � .",. .--� =-OC 0.1's� ...Cn„ _. ,_ . .._- _ -'_- _._- .. .-. ,. , . . _ ,_:. _.�_ C.000 '�.`�Cr . _. .�. . ... �.00 0.13_ ...!0 U..3�, . .-'-"- -' -'-- -.._ ... _..�3 _. _.__ Fipe t7etwork ::, Basia A-% C.049 0.099 0.000 0.058 O.00O 5.25 �.263 0.000 0.263 . :.Oi00 .,.�_ C�.4; �.e4 O.S9 '.Bl 21.' G,13 (from SDCO 4 to �ipe i7eSwork li 0.000 0.000 0.000 0.098 0.000 5.3� 0.259 0.000 0.259 6 C.0765 1.Sc 0.17 1.66 0.28 5.85 47.5 0.13 Pipe Network 1, Basin A-13 0.185 0.000 O.lAS 0.000 0.185 5.00 0.000 0.19� 0.192 4 0.0100 0.19 0.74 2.5� 0.69 �.39 68.0 0.97 Pipe Network 1, Add Basin A-1° 0.037 0.000 0.037 0.000 0.222 5.97 0.000 0.162 0.162 8 O.OlOC _,'1 0.13 1.98 0.25 _'.41 32.0 0.22 Pipe NetworA 1, Add Basin A-li 0.049 0.049 0.000 0.049 0.222 5.7G 0.125 O.15fl 0.2R3 8 O.Oi00 _.-�1 0.23 2.64 0.33 '_.83 30.0 0.18 Pipe Network, i, Add Basin A-9 0.04"� 0.012 0.035 0.061 0.257 5.97 0.153 O.1fl0 0.333 8 U.0100 L 21 0.2'7 2.87 0.36 2.96 1fl.6 0.10 Pipe Network 1, Add Basin A-6 0.04G 0.099 0.000 0.110 0.257 5.98 0.379 0.17fl 0.452 B 0.0100 L 21 0.37 3.39 0.42 3.21 179.5 0.93 Pipe Network, Add Pipe Network 2 0.098 0.09R 0.000 0.208 0.257 6.91 0.976 0.163 0.639 9 0.0159 L 53 0.42 3.62 0.45 4.17 119.3 0.98 Pipe Network 1, Add Basin A-5 (550-) 0.900 0.359 0.031 0.577 0.288 7.3P� 1.'_70 0.176 ]..446 P 0.1842 �.20 C.28 2.89 0.36 12.73 19.5 0.03 Pipe Network 1, Add Basin A-5 (450) 0.328 0.2R6 0.092 0.863 0.330 �.91 L 896 0.20] 2.097 8 0.1692 5.20 0.90 3.59 0.44 19.07 15.7 0.02 Pipe Ne*worL: 3, Basin A-1 6 Basin E 0.262 0.202 0.060 0.20^_ 0.060 5.00 0.558 0.090 0.609 12 0.1945 "i5.75 0.09 L 61 O.i3 9.63 ll.0 0.02 (from 5Dr1H 1 co sDrYH 2) D.000 0.000 0.000 0.202 0.060 5.02 0.557 0.045 0.603 12 0.0535 3.26 0.0"% 3.1Q 0.18 6.12 151.0 C.91 Ifrom SDMH _^ to Basin A-2) 0.000 0.000 0.000 0.202 0.060 5.93 0.532 0.049 0.576 15 0.0050 4.58 0.13 3.59 0.29 2.55 23.0 0.15 Pipe Network 3, Add Basin A-2 0.216 O.116 0.100 0.316 O.loO 5.58 0.824 O.11S 0.939 15 0.0050 ..53 0.21 4.61 0.31 ?.93 27.9 0.1'e Pipe Network 3, Add Basin A-3 0.079 0.079 0.000 0.397 0.160 5.74 i.012 0.113 1.125 15 0.0050 9.SE 0.25 5.07 0.39 3.08 _5.3 O.OE Pipe NetworV: 3, Add Basin A-� 0.662 0.583 0.079 0.980 0.23� 9.�� ^_.97, 0.168 2.695 15 0.005^ ';.58 0.58 6.19 0.55 3.86 16.7 0.07 Vault to Detentior. e�nd 2.912 1.893 0.569 1.893 O.SE= .�? 4.093 0.347 9.389 15 0.0350 __.« 0.36 6.22 0.41 9.12 75.4 0.14 J.N. la0?6 BNSF Everett Yard Office 3/6/201_ Pipe Conveyance Calculations McKay ��^..�lt'_rq, =L�