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12 SW EVERETT MALL WAY APOLLO SPAS 2018-01-01 MF Import
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12 SW EVERETT MALL WAY APOLLO SPAS 2018-01-01 MF Import
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Last modified
8/28/2019 11:24:44 AM
Creation date
8/28/2019 11:24:31 AM
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Address Document
Street Name
SW EVERETT MALL WAY
Street Number
12
Tenant Name
APOLLO SPAS
Imported From Microfiche
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Combined Pipe/Ned,� Report Z�y � <br />1 <br />Upstream Downstream Length Pipe Inlat Total Sectlon Upstream DownsVeam ConsWcted Inlet Additlonal Discharge <br />Node Natle (R) CA CA Size invert Invert Slope Dlscharge Flow (cfs) <br />(R� (tt� e�evauon E�evaUon ((uft) (cis) (cis) <br />(n) (ft) <br />I-5 J�d 50.00 P-7 1,008 1,008 41nth 196.00 195.42 0.011580 0.06 0.00 0.06 <br />I-9 J-2 5.00 P-12 972 912 B lnch 196.05 195.95 0.020000 0.05 0.00 0.05 <br />I� J-2 30.00 P-5 832 632 41nch 198.50 195.95 0.018333 0.04 0.00 O.Oa <br />1-3 J-1 38.00 P-2 7,388 1.368 4 Inch 197.73 198.38 0.035528 0.08 0.00 0.08 <br />I-2 J-1 35A0 P3 789 7B9 4 inch 198.73 �98.38 0.010000 0.04 0.00 O.Oa <br />I-1 J-1 37.00 P-7 3,742 3,742 6 tnch 196.75 196.38 0.010000 0.27 0.00 0.21 <br />J-1 J-2 43.00 P-4 WA 5,899 61nch 198.38 195.95 0.010000 WA WA 0.32 <br />J-2 JJt 53.00 P� WA 7,442 Blnch 195.85 185.42 0.009982 WA WA 0.40 <br />J� Outlet 25.00 P-8 WA 8,450 B inch 195.42 19521 O.ODB480 WA WA 0.45 <br />Combined Pipe/Node Report t�p�,r <br />Upstream Downstream LengN Pfpe Inlat Tofal SecUon Upstream DcwnsUeam ConsWcted Inlet Additlonal Discharge <br />Node Node (ft) CA CA Size Invert Invert Slope Dfscharge Flow (cfs) <br />(R) (R') Elevatlon ElawUon (ftfR) (cfs) (ds) <br />(�) (fl1 <br />I-5 J4 50.00 P-7 1,008 1,008 4 inch 798.00 195.42 0.011560 0.07 0.00 0.07 <br />I•9 J-2 5.00 P-12 912 912 B inch 198.05 195.95 0.020000 0.08 0.00 0.06 <br />14 J-2 30.00 P-5 832 832 41nch 198.50 195.95 O.O1B333 0.04 0.00 0.04 <br />13 J-1 38.00 P-2 1,368 1,3fi8 4 Inch 197.73 196.38 0.035528 0.10 0.00 0.10 <br />I-2 J-1 35.00 P-3 7B9 789 41nch 198.73 198.38 0.010000 0.08 0.00 0.06 <br />I-1 J-7 37.00 P-1 3,742 3,742 61nch 188.75 198.38 0.010000 0.28 0.00 026 <br />J-1 J-2 43.00 P� WA 5,899 B inch 198.38 195.95 0.010000 WA WA 0.47 <br />J-2 J4 53.00 Pa N/A 7,442 8 ineh 195.95 195.42 0.009982 WA WA 0.57 <br />J4 OuOet 25.00 P•8 N/A 8,450 8 inch 195.42 195.21 0.008480 WA N/A 0.57 <br />Project Title: Sterley Drvelopment -#12 Everett Mall Way Project Engineer. Ride Heide. P.E. <br />untitled.stm Design Build Services. Inc. StortnCAD v1.0 <br />OBl19197 04:35:25 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (703) 755-1666 page 7 of � <br />
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