My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Storm Water management Plan for parking lot improvements
Orono
>
Property Files
>
Street Address
>
W
>
Wayzata Boulevard West
>
2687 Wayzata Boulevard West - 33-118-23-13-0002
>
Misc
>
Storm Water management Plan for parking lot improvements
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:47:20 PM
Creation date
2/4/2020 1:12:13 PM
Metadata
Fields
Template:
x Address Old
House Number
2687
Street Name
Wayzata
Street Type
Boulevard
Street Direction
West
Address
2687 Wayzata Boulevard West
Document Type
Misc
PIN
3311823130002
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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
11586 SPENSA - ORONO Type//24-hr 10 yr Rainfall=4.20" <br /> Prepared by{enter your company name here} Page 10 <br /> HydroCAD®8.00 s/n 000837 ©2006 HydroCAD Software Solutions LLC 5/18/2009 <br /> Subcatchment 1P: PROPOSED <br /> Runoff = 4.52 cfs @ 12.01 hrs, Volume= 0.245 af, Depth> 3.01" <br /> Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs <br /> Type II 24-hr 10 yr Rainfall=4.20" <br /> Area (sf) CN Description <br /> 1,590 61 >75% Grass cover, Good, HSG B <br /> 190 61 >75% Grass cover, Good, HSG B <br /> 2,340 61 >75% Grass cover, Good, HSG B <br /> 7,240 85 Gravel roads, HSG B <br /> 4,660 85 Gravel roads, HSG B <br /> 20,460 98 Paved parking &roofs <br /> 6,060 98 Building <br /> 42,540 91 Weighted Average <br /> 16,020 Pervious Area <br /> 26,520 Impervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 10.0 Direct Entry, Typical Inspection <br /> Subcatchment 1 P: PROPOSED <br /> Hydrograph <br /> 5 ---, --- ,--- 1----,----,--- -------"-- -----, -'-- I ------- Runoff <br /> 4.52 cfs <br /> I I 1 I I I I I I I I I <br /> 1 I 1 I I 1 1 I I 1 1 I <br /> Type II 24-ht 101yr <br /> 4 ---- ---- --------------- -- - --------------_---- <br /> Rairifa11=4.20" <br /> I I 1 I I I I 1 I 1 I I I <br /> RUnaff Asea- 42,646sf <br /> 1 I ! <br /> .V 3 ---;---,---,----,----,--- --- ---;RUi ff:Vol' --O.T246,af- <br /> ," ` RU�00 Deptha3.6,1" <br /> 3 1 I I I I I I I <br /> I I I I I I I I <br /> O I I I ! I 1 z= 1 „ <br /> 2 ---t---t----I----I----I_---h-- I ----F---''----I----I-Ic f _`0,0_ in_ <br /> I 1 I I I I I I I I I I I <br /> I I I I I I I 1 I I I <br /> I I I I I I I 1 I I I I I <br /> I 1 1 1 I 1 I 1 I I I I I <br /> I I I I I 1 I 1 I I I I I <br /> _I_ <br /> I 1 1 I 1 1 I <br /> I I I I I I I 1 I I I I I I <br /> I I I 1 I I 1 1 I I I I I 1 <br /> I I 1 I I I I I I I I I 1 <br /> I 1 I I I I I I I 1 1 I 1 <br /> 1 I I I I I I I 1 I I <br /> 0- <br /> 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 <br /> Time (hours) <br />
The URL can be used to link to this page
Your browser does not support the video tag.