20120187 Ver 1_More Info Received_20131104 (2)

Strickland, Bev
From: Lucas, Annette
Sent: Monday, November 25, 2013 12:47 PM
To: Strickland, Bev
Subject: FW: CALDWELL STATION APARTMENTS CONTECH STORM TREATMENT
Attachments: CALDWELL STATION CONTECH CALCS n LAYOUT.pdf
ATF please.
- - - -- Original Message---- -
From: Scott Roach [ mailto :scott(@odomengineering.com]
Sent: Monday, November 04, 2013 4:23 PM
To: Lucas, Annette
Cc: David Odom; Todd Proctor
Subject: CALDWELL STATION APARTMENTS CONTECH STORM TREATMENT
U1►1►1:81111119
ATTACHED IS OUR SUBMITTAL FOR APPROVAL OF THE CONTECH STORMWATER TREATMENT SYSTEM TO SERVE
THE CALDWELL STATION APARTMENTS IN HUNTERSVILLE, MECKLENBURG COUNTY, NC.
PLEASE CALL OR EMAIL DAVID, TODD OR MYSELF WITH ANY FURTHER QUESTIONS / COMMENTS OR IF YOU
NEED ANYTHING ELSE.
THANKS
SCOTT ROACH, EIT
PROJECT MANAGER
ODOM ENGINEERING, PLLC
152 E MAIN ST
FOREST CITY, NC 28043
scott(@odomeneineerine.com
828 - 247 -4495
828 - 247 -4498 FAX
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152 E MAIN ST
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STQRMW'ATER
INC.
CONTECH Stormwater Solutions Inc. Engineer;
Date
Site Information
Project Name
Project State
Project Location
Drainage Area, Ad
Impervious Area, Ai
Pervious ,Area, Ap
% Impervious
Runoff Coefficient, Rv
Water Quality Volume Calculations
Design storm rainfall depth, Rd
Water quality volume, WQV
Storage Component Calculations
Capture 75 %Q of WQV
Storage pipe diameter, b
Length of pipe required, L
Pretreatment credit (estimated or calculated), %Qpre
Mass loading calculations
Mean Annual Rainfall, P
Agency required % removal
Percent Runoff Capture ( %Q capture)
Mean Annual Runoff,V,
Event Mean Concentration of Pollutant, EMC
Annual Mass Load, M,a,.,
Filter System
Filtration brand
Cartridge height
Specific f=low Rate, q
Cartridge Quantity Calculation
Mass removed by pretreatment system, Mr.,
Mass load to filters after pretreatment, MP...,
Estimate the required filter efficiency, Er#,er
Mass to be captured by filters, Mrit�r
Cartridge Flow rate,. Q,,,,
Mass load per cartridge, M, rj (Ibs)
Number of Cartridges required, Nmass
Treatment Capacity
Determining .
Design in NC
Site Solutions Slue Cells = input
61412012 Black Cells = Calculation
Caldwell Station North Area
North Carolina
Charlotte
6.81 ac
3.22 ac
3.59
47 %s
0.48 = 0.05 +0.9 *(Ai /Ad)
1.0 in
11755.8 ft' = Ad "Rv"Rd *(43560112)
8816.8 ft' = 11.75 *WQV
°126 in
112.3 ft =W QV /(PI"(D1'(2*12)) "2}
30%
45 in (45" Raleigh)
sera
90 %n
476,108 W = P *Ad *Rv *(43560112)` %captu
60 mgll
1782.27 1bs = EMC *Vt *(28.3) *(0.fJf 0001) *(e
StorniFilter
18 In
1 gpmlff
535 Ibs = Mtotal * %removal
1248 Ibs = Mtotal - Mpre
79 % = 1 +( %aremoval - 1)1(1 - %apre)
980 Ibs = Mpassl * Efilter
7.5 gpm =q * (7.5 ft2lcartridge)
36 Ibs = lookup mass load per cadridc
28
o.47
SUMMARY
Treatment Flow Rate, cfs 0.47
Cartridge Flow Rate, gpm 7.5
Number of Cartridges 28
=ROUNDUP(Mfilter /Meart,o)
= Nmass *(Qcart144)
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