Download - Design Spreadsheet

8/9/2019 Design Spreadsheet

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COF LID Guidance Manual

COF Stormwater Design Manual

LID Quicksheet ser Manual

LID !e"uirements

Begin Using Spreadsheet

This spreadsheet is intended to assist designers with the sizing of stormwater deteDevelopment "!D# stormwater techni$ues in the site design% The purpose of this sinfluence of !D on land use and time of concentration% !t also accounts for the effeThis output h&drograph can be imported into more sophisticated modeling softwar

volume re$uirements and pea. flows on site%

The calculations used in this spreadsheet are based on /'CS unit h&drograph metControl 0olume+ 'OC0# associated with all !D components is treated as a storageinformation regarding how the 'OC0 affects the runoff h&drograph+ see the paper tib& -aul 2och+ -h%D+ -%3% at the 1SC3 4atershed Management )**5 Conference ,el

This spreadsheet was based in part on the !D 9uic.sheet developed b& -aul 2ochSewerage District% More information+ including methods of accounting for the effecfor the !D 9uic.sheet User Manual below%

!ndividual wor.sheets are used for pre and post(development curve number "C/# a

provides an accounting of the 'OC0 provided b& various !D !ntegrated Managemesite information+ pre and post(development C/ and Tc+ the re$uired 'OC0 "based oprovided% 1 runoff h&drograph+ based on !D that is incorporated into the post(devthe ,&drograph wor.sheet% This data can then be used as input for other software

Cells with &ellow shading re$uire input% Others are calculation cells%

DISCLAIME This spreadshnot intended to

proessional !uthe unctioning"anner or the

http://www.flagstaffstormwater.com/DocumentView.aspx?DID=25http://64.58.140.30/pdf/v1/SW_Mgmt_Design_Manual_2001.pdfhttp://v3.mmsd.com/AssetsClient/Documents/stormwaterweb/PDFs/Appendix_L.pdfhttp://www.flagstaffstormwater.com/index.aspx?nid=85http://www.flagstaffstormwater.com/index.aspx?nid=85http://v3.mmsd.com/AssetsClient/Documents/stormwaterweb/PDFs/Appendix_L.pdfhttp://64.58.140.30/pdf/v1/SW_Mgmt_Design_Manual_2001.pdfhttp://www.flagstaffstormwater.com/DocumentView.aspx?DID=25


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any comments or suggestions please send

Connor Boyle a cbo&le:flagstaffaz%gov

tion basins for sites that have incorporated ow !mpactreadsheet is to generate a runoff h&drograph that reflects the

ct of distributed !D retention components on a developed site%e "T'()*+ ,&draFlow+ -ondpac.+ etc# to determine detention

ods "T'()*#% The retention volume ".nown as the 'unoffepth evenl& distributed across the drainage area% For more

tled 1 Milwau.ee Model for !D ,&drologic 1nal&sis presentedin 4illiamsburg+ 01+ 6ul& 78())+ )**5%

at the 230'!C Compan& for the Milwau.ee Metropolitanof distributed 'OC0 can be found b& clic.ing the h&perlin.

d time of concentration "Tc# calculations% 1nother wor.sheet

t -ractices "!M-s# used% 1 summar& sheet contains the basicimpervious surface area and rainfall#+ and the 'OC0lopment stormwater management+ is generated and appears inor detention sizing and h&drograph routing%

:et calculator is provided solely as an aid to the designer and isbe a substitute or standard and accepted design practices or

dge"ent# The City o $lagsta accepts no responsibility as toand accuracy o this spreadsheet and shall not liable in anyresults obtained through the use o this spreadsheet calculator#

mailto:[email protected]?subject=COF%20LID%20Spreadsheet%20Calculatormailto:cbo[email protected]?subject=COF%20LID%20Spreadsheet%20Calculator


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LID Stor"%ater Manage"ent &lan

#ummary $age %

&ro!ect 'a"e: So"e%here

C($ &ro!ect ): D!B&'()))

Designer: I*M* +et, $*-*

Date: ./0/.&1&

SUMM1'; !/FO'M1T!O/

S!T3 !/FO'M1T!O/<

2otal #ite 3rea4 3cres

Impervious #urface 3rea4 3cres

Impervious #urface 3rea4 #F

$ercent Impervious4 53

'39=D 'U/OFF CO/T'O 0OUM3 "'OC0# C1CU1T!O/<2otal Impervious 3rea 6sf7 8

!ainfall amount 6in7 8 &*%

2otal !etention/Infiltration 9olume !e":d 6cf7 8 /1

STO'M D1T1<

Design #torm4 1&&(yr

$recipitation4 ;*%< in

'OC0 -'O0!D3D<

2otal !OC9 8 * cf

-'3(D303O-M3/T CO/D!T!O/S<

C5 8

2c 8


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LID Stor"%ater Manage"ent &lan

#ummary $age


7/135$re(Devel $age =

&ro!ect 'a"e: Somewhere

COF -ro>ect ?< D!B&'()))

Designer< I*M* +et, $*-*

Date< ./0/1&

-'3(D303O-M3/T !/FO'M1T!O/

CU'03 /UMB3'<

,S@ and(use C/ A

& &>

-re(Development Curve /umber

T!M3 OF CO/C3/T'1T!O/<

ength "ft# Slope "ftft# Surface Cover

#heet Flo?4

#heet Flo?4

#hallo? Flo?4 (

#hallo? Flo?4 (

ength "ft# Slope "ftft# n(value 4etted -erimeter "ft#

Channel Flo?4

Channel Flo?4

%** min (Minimum 6 minutes)

1rea"acres#

Manning=sn Tt "hrs#

Flow1rea "ft)# Tt "hrs#

-re(development Tc


8/135$ost(Devel $age 0

Project Name: Somewhere

C($ &ro!ect ): D!B&'()))


Date: ./0/1&

-OST D303O-M3/T !/FO'M1T!O/<

CU'03 /UMB3'<

,S@ and(use C/ A

& &>

-ost(Development Curve /umber

T!M3 OF CO/C3/T'1T!O/<

ength "ft# Slope "ftft# Surface Cover

#heet Flo?4

#heet Flo?4

#hallo? Flo?4 (

#hallo? Flo?4 (

ength "ft# Slope "ftft# n(value

Channel Flo?4

Channel Flo?4

%* min (Minimum 6 minutes)

1rea"acres#

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Flow1rea"ft)#

4etted-erimeter

"ft# Tt "hrs#

-ost(development Tc


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C($ &ro!ect ): D!B&'()))


Date: ./0/1&


COM-OS!T3 C/ FO' D!SCO//3CT3D !M-3'0!OUS 1'31S<

! 8 ratio of unconnected I3 to total I3*

2otal 3rea 8 6acre7

&*&& 2otal Impervious 3rea 6acre7

> I3 8

nconnected Impervious 3rea 6acre7

-ervious 1rea Curve /umber

,S@ and(use C/ A

&>

-ervious 1rea C/

C5c 8 C5

p @ A6$

imp/1&&76'0(C5

p761(6&*%!77

C5c 8 composite runoff curve numer

C5p 8 pervious runoff curve numer

$imp

8 percent imperviousness

I3total

8

I3unconn

8

1rea

"acres#

2his composite C5 calculation can e used in lieu of the C5:s for !esidential Districts yLot #iEe sho?n in 2ale .(.a of the 2!(%% Manual 6!OC5 !ef 2a7* 2his calculation cane used if the follo?ing conditions are met4

E 2otal impervious area &> of total proHect area E If some or all of the impervious area is unconnected*

2hat is if runoff from impervious areas occurs over a pervious area as sheet flo? prior toentering the drainage system* 3n eample ?ould e runoff from a parking lot flo?ing

over a filter strip*

2he e"uation used is -"uation '(., Chapter ' of the 5ational -ngineering Jandook,6also found in 2!(%%, Chapter .7 as sho?n elo?4


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C/c


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!D '3T3/T!O/!/F!T'1T!O/ 0OUM3

-'O-OS3D STO'1@3 !M-s<

T&pe 0ol% -rovided "cf#

Total 0olume * cf

1. From construction plans and/or Drainae !eport Fiures

/ame7


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Links:

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!D 'OC0

,&drograph

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.;*&&&& &*&&&& K93L- K93L-

.;*&&&& &*&&&& K93L- K93L-

.;*&&&& &*&&&& K93L- K93L-

.;*&&&& &*&&&& K93L- K93L-

.;*&&&& &*&&&& K93L- K93L-

.;*&&&& &*&&&& K93L- K93L-

.;*&&&& &*&&&& K93L- K93L-

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K93L-

Links:

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