My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
8130 EVERGREEN WAY BASE FILE 2018-01-01 MF Import
>
Address Records
>
EVERGREEN WAY
>
8130
>
BASE FILE
>
8130 EVERGREEN WAY BASE FILE 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/24/2018 2:16:54 PM
Creation date
2/10/2017 12:59:44 AM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
8130
Tenant Name
BASE FILE
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
68
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
APPENDIX A <br />Stream Bank Erosion Contral Calculations <br />� Project precipitation values: <br />6 month 0•99 in• <br />p y� 1.55 <br />I � p yr 225 <br />25 yr 2.60 <br />100 yr 3.25 <br />Existing Event Summary: <br />BasinlD Peak � Peak T Peak, Vol Area Method <br />------- (cts) (hrs) (ac-it) ac /Loss <br />Exisling 0.08 8.50 0.0464 0.97 SCS/SCS <br />ExisUng 0.18 8.33 O.OBBt D.97 SCS/SCS <br />Exisling 0.34 8.33 0.1552 0.97 SCS/SCS <br />Drainage Area: Existing <br />Hyd Method: SCS Unit Hyd <br />Peak Factor: 484.00 <br />Starm Dur 24.00 hrs <br />Area CN <br />Pervious 0 8600 ac 85.00 <br />Impervious 0.1140 ac 98.00 <br />Total C0.9700.ac- <br />Supporting Data: <br />Pervious CN Data: <br />Open S�•ace (Grass cover > 75%) <br />Impervious CN Data: <br />Paved 98.00 <br />Pervious TC Data: <br />Flow type: Description: <br />Sheet Overland Fiow <br />Shallow Overland Fluw <br />Impervious TC Data: <br />Flow type: Description: <br />Sheet Paved <br />Sheet Overiand Flow <br />Raintype Event <br />rvPeiA 2yr <br />lYPE1A 10yr <br />TYPEtA 100y� <br />Loss Method: SCS CN Number <br />SCS Abs: 020 5G . p µ� <br />r- <br />TC �5 r✓) � <br />0.67hrs �8I ��I� �r�/�� ' / �,� <br />0.7'L hfS v <br />a c o�c-ti-�,��i <br />85.00 0.8600 ac <br />0.1100 ac <br />Length: Slope: <br />300.00 it 1.73% <br />20.00 ft 0.50% <br />Length: Slope: <br />20.00 ft 0.50% <br />280.00 ft 1.30% <br />CoetL• Travel Time <br />0.1700 39.71 min <br />11.0000 0.29 min <br />Coeff: Travel Time <br />0.0100 0.78 min <br />0.1700 42.13 min <br />Proposed Event Sumniary: <br />BasinlD Peak Q Peak T Peak Voi Area Method <br />_....._ (cts) (hrs) (ao-tt) ac /Loss <br />P.oposed 027 8.00 0.0927 0.97 SCS/SCS <br />P�oposed 0.42 8.00 0.7454 0.97 SCS/SCS <br />Proposed 0.65 8.00 0.2225 0.97 SCS/SCS <br />Crainage Area: Proposed <br />Hyd Method: SCS Unit Hyd <br />Peak Factor: 484.00 <br />Storm Dur 24.00 hrs <br />Area CN <br />Pervious 02100 ac 86.00 <br />Impervious 0.7600 ac 98.00 <br />Total .0:9700 dc <br />Supportin!7 Data: <br />.....,... -,� <br />Raintype Eve�t <br />TYPEtA 2 yr <br />TYPEIA 1Dyr <br />TYPEIA 100yr <br />Loss Method: SCS CN Number <br />SCS Abs: 020 <br />TC <br />0.27 hrs <br />0.11 hrs <br />Q10?UGIICicipHnFinccrVtcportslAppcndix A malificJ.dce 5/29l2003 <br />Pagc I o(3 <br />� <br />
The URL can be used to link to this page
Your browser does not support the video tag.