My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1001 N BROADWAY EVCC 2025-10-03
>
Address Records
>
N BROADWAY
>
1001
>
EVCC
>
1001 N BROADWAY EVCC 2025-10-03
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/3/2025 11:09:21 AM
Creation date
9/23/2025 9:58:56 AM
Metadata
Fields
Template:
Address Document
Street Name
N BROADWAY
Street Number
1001
Tenant Name
EVCC
Imported From Microfiche
No
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
1289
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
PROJ: EvCC Learning Resource Center PIPE SIZING <br /> BY: MAD (Runoff by Rational Method) <br /> FILE: H:\21Cp\19\014 SAA;EvCC Learning Resource Center\Reports\Drainage Report\background\[LRC Pipe Sizing.xlsx.xls]25 YR <br /> DATE: 2/l/2021 Method:Everett SWMM 2010 <br /> CHECKED BY: M= 7.83 For Everett <br /> DATE: n= 0.582 (Pipe Capacity by Manning's Eqn.) <br /> _ LAST UPDATE: <br /> Storm: 25 YEAR <br /> NORTH SUBBASIN 0.9 0.25 <br /> Inc. Inc. Time of Rain Pipe % VelocK06 <br /> Area Area Runoff Sum Cone Intens Runoff n Diam Slope Length Capac Capac FullCapacih <br /> From To s Im ery Pervious Acre Coef. A*C A*C min in/hr cfs Value inch % feet cfs Used fUsecCheck <br /> CB 11 CB 10 24820 12000 200 0.57 0.89 0.51 0.51 6.00 2.76 1.40 0.012 12 7.86 42 10.82 1 13.78PASS <br /> CB 10 CB 9 14050 12050 2000 0.32 0.81 0.26 0.77 6.05 2.75 2.11 0.012 12 3.97 78 7.69 ?7 9.79PASS <br /> CB 9 CB 8 12200 10000 2200 0.28 0.78 0.22 1.20 6.18 2.71 3.24 0.012 18 0.59 68 8.74 17 4.95PASS <br /> CB 8 CB 7 14000 9000 5000 0.32 0.67 0.21 1.41 6.41 2.66 3.75 0.012 18 0.67 60 9.31 40 5.27PASS <br /> CB 7 CB 6 0 0 0.001 0.00 0.25 0.00 1.41 6.60 2.61 3.68 0.012 18 0.61 82 8.89 41 5.03PASS <br /> CB 6 CB 17 2200 200 2000 0.05 0.31 0.02 1.43 6.87 2.55 3.64 0.012 18 0.5 179 8.05 45 4.55 PASS <br /> CB 13 CB 9 10300 10160 200 0.24 0.89 0.21 0.21 6.00 2.76 0.58 0.012 12 0.53 57 2.81 21 3.58 0.27 PASS <br /> CB 16 CB 15 4300 3300 1000 0.10 0.75 0.07 0.07 6.00 2.76 0.20 0.012 12 2.17 23 5.69 4 7.24 0.05 PASS <br /> CB 15 CB 14 5100 4600 500 0.12 0.84 0.10 0.17 6.05 2.75 0.47 0.012 12 0.82 49 3.50 13 4.45 0.18 PASS <br /> CB 14 CB 12 0 0 0.0001 0.00 0.25 0.00 0.17 6.24 2.70 0.46 0.012 12 0.75 53 3.34 14 4.26 0.21 PASS <br /> CB 12 EX CB 9200 1 9200 0 0.21 0.90 0.19 0.36 6.44 2.65 0.96 0.012 12 4.7 36 8.37 11 10.65 1 0.06 PASS <br /> SOUTH SUBBASIN 0.9 0.25 <br /> Inc. Inc. Time of Rain Pipe % Veloc Flow <br /> Area Area Runoff Sum Cone Intens Runoff n Diam Slope Length Capac Capac Full Time Capacity <br /> From To (sf) Im ery Pervious (Acre) Coef. A*C A*C (min) (in/hr) (cfs) Value (inch) (%) (feet) (efs) Used (ft/sec) (min) Check <br /> YD 7 CB 5 4000 3726 274 0.09 0.86 0.08 0.08 6.00 2.76 0.22 0.012 6 0.67 30 0.50 44 2.53 0.20 PASS <br /> _ CB 5 CB 4 16590 16390 200 0.38 0.89 0.34 0.42 6.20 2.71 1.13 0.012 12 0.8 150 3.45 33 4.40 0.57 PASS <br /> CB 4 CB 3 16590 16390 200 0.38 0.89 0.34 0.76 6.77 2.57 1.95 0.012 12 0.51 138 2.76 71 3.51 0.66 PASS <br /> CB 3 CB 2 16590 16390 200 0.38 0.89 0.34 1.10 7.42 2.44 2.68 0.012 12 0.6 84 2.99 90 3.81 0.37 PASS <br /> CB 2 CB 1 16590 16390 200 0.38 0.89 0.34 1.44 7.79 2.37 3.41 0.012 18 0.63 64 9.03 38 5.11 0.21 PASS <br /> CB 1 EX CB 16590 16390 200 0.38 0.00 0.00 1.44 8.00 2.33 3.36 0.012 18 0.57 70 8.59 39 4.86 0.24 PASS <br /> Page 1 of 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.