20130705 Ver 1_Barnes Noble (Cary Commons) BMP #667_20130617

20130705
EEP NUTRIENT OFFSET
PROJECT SUMMARY
Cary Commons (aka, Barnes & Noble) BMP
Extended Detention Stormwater Wetland
EEP #667
Synopsis
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EEP's Cary Commons BMP site (EEP #667) is an extended detention stormwater wetland BMP located in
Cary, North Carolina within the Neuse River basin CU 03020201. The project was initiated by NCEEP to
offset nutrient loading as a third -party credit provider in the Neuse River basin (15A NCAC 02B.0240).
The project design was designed by the NC State Department of Biological and Agricultural Engineering
and involved retrofitting and expanding an existing wet detention BMP into an extended detention
wetland BMP. Final construction and planting was completed in August 2011. The Town of Cary is
currently maintaining the site per the BMP maintenance agreement with the State of NC, which extends
for a 30 -year period. The stormwater wetland is designed to remove 214.16 lbs /year of nitrogen,
generating a 30 -year credit value of 6439.2 lbs reduction of Total Nitrogen. Additionally, the project is
designed to reduce 534.91bs of total phosphorous (TP) over 30 years; however, TP reduction credit is not
available in the Neuse River basin.
Site Location
River Basin:
CU:
14 -digit HUC:
County:
Municipality:
Receiving Waters:
Use Support Rating:
Project History
Neuse
03020201
03- 020201 - 1100 -10
Wake
JUiV 1 i 2013
Cary NC
UT to Lynn Branch (Meadows Crk); 27 -43 -3; 03 -04 -02
Lynn Branch = Not Rated
Memo of Agreement Signed:
Final Design:
Construction Completed:
Planting Completed:
As- Builts Submitted to DWQ:
May 26, 2006
January 2010
July 2011
July 2011
August 2011
1

Project Participants
Source Agency:
NC Ecosystem Enhancement Program
Project Management:
NC Ecosystem Enhancement Program
Designer:
NC State (Dept of Biological & Agricultural Engineering)
Construction:
Hine Sitework Inc.Construction
Landowner:
Town of Cary NC
BMP Management:
Town of Cary NC
BMP Design Parameters
BMP Type:
Watershed Area:
Watershed Description:
Percent Impervious:
BMP Storage Volume:
Max Storm Depth Caph
Extended Detention Stormwater Wetland
46.3 acres
Commercial development, shopping centers, parking lots,
roadways
68%
31,590 cubic feet
fired: 0.8 in rain event
Nutrient Removal (TN = Total Nitrogen; TP = Total Phosphorous)
Pre -BMP TN Loading:
Post -BMP TN Loading
30 -yr TN Removal:
Pre -BMP TP Loading:
Post -BMP TP Loading:
30 -yr TP Removal:
596.22 lbs /yr (12.9 lbs /ac /yr)
381.58 lbs /yr (8.24 lbs /ac /yr)
6439.2 lbs (214.64 lbs /yr)
55.72 lbs /yr (1.2 lbs /ac /yr)
37.89 lbs /yr (0.82 lbs /ac /yr)
534.9 lbs (11.55 lbs /yr)
Property Protection & Maintenance
Property Protection Method: State of NC holds a 30 -year Easement
Maintenance: Town of Cary conducts monthly maintenance /inspections and submits
an annual report to EEP
Attachments:
• Site Location Map
• Watershed Map
• Site Map
• Design Calculations
• As- Builts
• Inspection Forms
• MOA with Town of Cary
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MAPS

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Figure 1. Site Location
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Cary
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Figure 2. Watershed View �
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1 inch = 400 feet

Figure 3. Site Layout
Existinq Wet Pond
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Sewer
mate BMP Location
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1 1 inch = 100 feet

DESIGN CALCULATIONS

BARNES AND NOBLE EXTENDED DETENTION STORMWATER WETLAND
WATERSHED AND BMP DATA
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WATERSHED CHARACTERISTICS
WATERSHED AREA - 46.3 ACRES
SOIL HYDROLOGIC GROUP - B
COMPOSITE CURVE NUMBER - 90
RUNOFF VOLUMES
RUNOFF FROM 1" RAIN - 53826 CF
ACTUAL WETLAND STORAGE VOLUME - 31590 CF
WETLAND STORAGE CAPACITY
COMPARED TO DESIGN VALUE- 60%
MAX STORM DEPTH CAPTURED BY BMP- 0.8 IN
it
NUTRIENT REMOVAL PERFORMANCE
TN LOADING - 12.9 LB /AC/YR
TN REMOVAL FROM FULL -SIZED WETLAND - 40%
*TN REMOVAL FROM UNDER -SIZED WETLAND - 40% X 0.9 = 36%
TN EXPORT - 8.3 LB /AC/YR
TN REMOVAL - 4.6 LB /AC/YR
TP LOADING - 1.2 LB /AC/YR
TP REMOVAL FROM FULL -SIZED WETLAND - 35%
*TP REMOVAL FROM UNDER -SIZED WETLAND - 35% X 0.9 = 32%
TP EXPORT - 0.8 LB /AC/YR
TP REMOVAL - 0.4 LB /AC/YR
* THE WETLAND WILL CAPTURE ALL RUNOFF FROM STORMS 0.8 INCHES AND SMALLER.
THE ASSUMPTION IS MADE THAT 90% OF THE NUMBER OF STORMS WILL BE CAPTURED BY THE
WETLAND COMPARED TO IF THE WETLAND WAS SIZED FOR THE 1 -INCH RAIN EVENT.
NORTH CAROLINA STATE UNIVERSITY DEPARTMENT OF BIOLOGICAL AND AGRICULTURAL ENGINEERING
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WATERSHED CHARACTERISTICS
WATERSHED AREA - 46.3 ACRES
SOIL HYDROLOGIC GROUP - B
COMPOSITE CURVE NUMBER - 90
RUNOFF VOLUMES
RUNOFF FROM 1" RAIN - 53826 CF
ACTUAL WETLAND STORAGE VOLUME - 31590 CF
WETLAND STORAGE CAPACITY
COMPARED TO DESIGN VALUE- 60%
MAX STORM DEPTH CAPTURED BY BMP- 0.8 IN
it
NUTRIENT REMOVAL PERFORMANCE
TN LOADING - 12.9 LB /AC/YR
TN REMOVAL FROM FULL -SIZED WETLAND - 40%
*TN REMOVAL FROM UNDER -SIZED WETLAND - 40% X 0.9 = 36%
TN EXPORT - 8.3 LB /AC/YR
TN REMOVAL - 4.6 LB /AC/YR
TP LOADING - 1.2 LB /AC/YR
TP REMOVAL FROM FULL -SIZED WETLAND - 35%
*TP REMOVAL FROM UNDER -SIZED WETLAND - 35% X 0.9 = 32%
TP EXPORT - 0.8 LB /AC/YR
TP REMOVAL - 0.4 LB /AC/YR
* THE WETLAND WILL CAPTURE ALL RUNOFF FROM STORMS 0.8 INCHES AND SMALLER.
THE ASSUMPTION IS MADE THAT 90% OF THE NUMBER OF STORMS WILL BE CAPTURED BY THE
WETLAND COMPARED TO IF THE WETLAND WAS SIZED FOR THE 1 -INCH RAIN EVENT.
NORTH CAROLINA STATE UNIVERSITY DEPARTMENT OF BIOLOGICAL AND AGRICULTURAL ENGINEERING

Tar - Pamlico Stormwater Rule 15A NCAC 2B .0258
Piedmont of the Tar - Pamlico River Basin:
Includes Oxford, Henderson, Rocky Mount and Tarboro as well as Franklin, Nash and Edgecome Counties
Last Modified 5/23/03
BMP Removal Calculation Worksheet (Automated)
Project Name: BARNESAND NOBLE EXTENDED DETENTIONSTORMWATER WETLAND
Date: 101712008
By: RYANSMITH Checked By:
Directions:
> It may be advantageous to split the development into separate catchments to be handled by separate
BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three.
NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post - development TN and TP
export coefficients you calculated above to the rule requirements of 4.0 lb /ac /yr TN and 0.4 lb /ac /yr TP, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If
more than one BMP is to be use
in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you
established in the pre -BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
TN TP
Design Standard
BMP Wet Detention Pond 25 40
NC BMP Manual
Nutrient Stormwater Wetland 40 35
NC BMP Manual
Removal Sand Filter 35 45
NC BMP Manual
Rates Bioretention 35 45
NC BMP Manual
Grass Swale 20 20
NC BMP Manual
Vegetated Filter Strip w/
20 35
Level Spreader
NC BMP Manual
Dry Detention 10 10
NC BMP Manual
Catchment 1:
Total acreage of catchment 1 = ac
First BMP's TN removal rate = 36 % First BMP's TP removal rate =
%
Second BMP's TN removal rate = % Second BMP's TP removal rate =
%
Third BMP's TN removal rate = % Third BMP's TP removal rate =
%
TOTAL TN REMOVAL RATE = 36 % TOTAL TP REMOVAL RATE =
32 %
(1)
(2)
(3)
(4) (5)
(6)
( )
Type of Land Cover
Catchment
S.M. Formula
Average EMC of Column
Average EMC of
Column
Acrea e
0.46 +8.3I
TN (mg/L 2 3 *'' 4
TP m L
2 *' 3 6
Transportation impervious
25.36
6.08
2.60 401.10
0.19
29.31
Roof impervious
5.97
6.08
1.95 70.82
0.11
3.99
Managed pervious
11.53
6.08
1.42 99.60
0.28
19.64
Wooded pervious
2.62
6.08
0.94 14.98
0.14
2.23
Area taken up by BMP
0.82
6.08
1.95 9.73
0.11
0.55
Fraction Impervious m -
0.68
Pre-BMP TN 596.22
Pre -BMP TP
55.72
Load (lb /yr) =
Load (lb /yr)
Total Area of Development -
46.30
Pre BMP TN
'. ',. 12. 88
Pre BMP TP
1.20
Export (Ib /ac /yr)
Export (Ib /acyr) =
Post BMP TN
Post BMP TP
381.58
37.89
Load (lb /yr) -,
Load (lb/yr) -
Past BMP TN
8.24
Post BMP TP
0.82
Export (Ib /ac /yr)
Export (lb /ac/yr)

AS- BUILTS

Proposed
Contours:
N
North Carolina State University
Biological and Agricultural Engineering
NCSU Box 7625 I Raleigh, N.C. 27695
Drawn By: RJW
Reviewed By: WFH RA5
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SITE
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VICINITY MAP (N.T.S) 35 °46'9" N 78 °45'38" W
35.7692° N 78.7606° W
24 RCP INV - 448.9'
TOP - 459.0' 0 RCP INV - 448.5'
� SGT
F�
D �
As -Bu I It
Contours
As -Built Sheet
Date:
August 17, 201 1
Scale:
I" =40 ft
m ,
TOP - 457
PROPERTY
BOUNDARY.
J _D�
-ate
40
d-
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OUTLET STRUCT
BCW I NV-4 '7. 0'
SECONDARY WEIR INV- 444.0' \
48" RCP INV - 441.7' \
48" RCP
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INS
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W1111mm
439.9'
NV - 40.0'
RP -0.1%
8" Cf
'18'
S
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W T .I
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NV OU 4
LF 8" @ 3.70%
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TOP - 445.8'
INV.IN- 437.4'
%y
BOUNDARY
S
FORCE MAIN
(APPROXIMATE LOCATION)
LF 8" PVC -LINED VCS@ 2.34%
TOP - 455.6'
INV.IN- 448.9'
INV.OUT- 447.4'
Barnes and Noble Extended Detention Stormwater Wetland
1208 Walnut Street
Cary, NC 275 1 1
5CO No. 09 -08224-0 I A and EEP No. 667
PROPERTY
BOUNDARY.
Page Number
of 2

As - Built:
450.6
450.
N
450.
1 1 •1
RI PRAP
POOL
Ov
450.7
450.7
450.
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North Carolina State University
Biological and Agricultural Engineering
NCSU Box 7625 Raleigh, N.C. 27695
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�Y 450.6
450.8
450.6
RIPRAP
CHANNEL
gs� As -15U11t with
RIPRAP po
FrO 5(5Ci
Contours
—450.5
5
—450.8
447.,r
447.0'
442.
TOP OF DAM
-Db and
ate
D eta I s :
CONCRETE PIPE
Scale: Not to scale CRADLES
Drawn By: RJW
Reviewed By: WFH RA-9
A5-bUllt5heet 2
Date:
August 17, 201 1
�1
1 1 •1
Scale:
III =30 ft
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\! 491
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\ 440 1
4439 �� �I � 1
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V 439
bc 0
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/ Legend:
- Proposed Contour
— As -Built Mayor Contour (5 ft)
As -Built Minor Contour (I ft)
Scale: Not to scale
l
Barnes and Noble Extended Detention Stormwater Wetland
1 208 Walnut Street
Cary, NC 2751 I
SCO No. 09- 08224 -0 I A and EEP No. 667
Outlet
Structure
Details:
N VALVE
TAINLESS STEEL WEIR PLATE,
DRMAL POOL F1 w = AAT
EL. 442.07'
CONCRETE F.. —,
Page Number
2of2
PE

INSPECTION FORMS

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EEP Storinwater B P Inspection and I2eftortin I+'orni
I S F ro "t ID #x667
Location:° Coi�li17o�1� (Barnes and l�oble), Cary
Date: 2/24/2012 Time: 2:00 pm Recent Weather: 0.4" rain yesterday
Inspector: Ryan A. Smith, PE
Type of BMP® Stormwater Wetland
Date of Construction. July 2011
To answer these questions completely and thoroughly, visually inspect the entire BMP as
closely as possible Take notes and photographs
Depth of water in forebayt 4 feet - -- -- - --
Is erosion present? N° -If yes, where:
include photos)
Is the outlet (orifice) obstructed, or can water flow freely out?
The outlet is unobstructed
Are plants alive and thriving? The shallow water plants needs to be
replanted this May 1nClllde llOtOs
Are non - native plants present? No
(include photos)
Is mowing occurring inside the boundaries of the BMP? No
include pAotos
Are beavers and /or muskrats present? No
include liotos
Is floating trash /debris present? Minimal

Stormwater B P Maintenance
Task
Completed?
Notes
Clear
outlet/orifice so
water can exit
Or N
Y
freely
Remove non-
-
native plants Only
Y or N
Y
Remove beaver
darns
Y Or N
Y
Remove floating
trash /debris
Y or N
Y
Remove
accumulated
sediment from
Y Or N
Y
forebay
Lam. � 0 tl

Cary Commons Stormwater Wetland Photos — 2/24/2012
Figure 1. Northern half of the wetland
Figure 2. Southern half of the wetland

Figure 3. Walnut Street inlets
Figure 4. Cary Commons inlet

Figure 5. Primary outlet structure and trash rack
Figure 6. Emergency spillway

Figure 7. Primary wetland outlet pipe

MEMORANDUM
of
AGREEMENT

Memorandum of Agreement
NC Ecosystem Enhancement Program
and
Town of Cary
A. Introduction
P ©c I ace
The mission of the NCDENR Ecosystem Enhancement Program (EEP) is to restore,
enhance, and preserve wetlands, streams, and riparian buffer areas, and to reduce the
discharge of nutrients into surface waters throughout North Carolina's 17 major river
basins with the overall goals of improving water quality, in- stream and riparian habitat.
EEP is interested in restoring and protecting the watershed functions of the Neuse River
Drainage area, which includes the Town of Cary (TOC). The construction of stormwater
treatment systems, commonly referred to as Stormwater Best Management Practices
( Stormwater BMPs) is an accepted method of improving water quality by reducing
nutrient discharges into surface waters of the State. This Memorandum of Agreement
(MOA) between EEP and TOC for a Stormwater BMP to be located on two parcels to be
purchased by TOC.
B. Background
The purpose of this MOA is to define and set forth the responsibilities of TOC and EEP
for the property acquisition, design, construction and maintenance of a Stormwater BMP.
The entire costs associated with the design and construction of the Stormwater BMP will
be funded by EEP through other contracts. The TOC will fund acquisition of the land
for a 30 -year conservation easement. Maintenance of the Stormwater BMP to ensure
proper function will be the responsibility of TOC and no monies will be paid to TOC.
The Stormwater BMP will be constructed on two parcels of land located near the
intersection of Walnut Road and Maynard Road in Cary, Wake County, North Carolina.
The project site is identified as PIN # 077313047725 (currently owned by CK Cary
Commons LLC) and PIN # 077313049865 (currently owned by Ruth H. Lewis) in the
Wake County Register of Deeds.
The Project is intended to enhance water quality within the Neuse River Drainage Area
(Cataloging Unit # 03020201, Hydrologic Unit 03020201110010) through the reduction
of nitrogen and phosphorous discharges into surface waters within the watershed. This
reduction is to be accomplished through the use of a Stormwater Wetland BMP as
outlined in the BARNES AND NOBLE PROJECT STATEMENT, a copy of which is
attached hereto as ATTACHMENT 1. It is anticipated that the Stormwater Wet Pond
BMP will reduce Total Nitrogen discharges from the 31 acre sub - watershed by
approximately 25 %, or 282 pounds per year, and Total Phosphorous discharges by
approximately 40 %, or 22 pounds per year.
Page 1 of 6

C. Scope of Work
Tasks and Responsibilities for TOWN OF CARY
The Project is currently located entirely on two private parcels owned by CK Cary
Commons LLC (PIN # 077313047725) and Ruth H. Lewis (PIN # 077313049865). The
TOC shall acquire the conservation easement of 30 years by July 15, 2006. ,
The primary responsibilities of TOC during and after construction of the Project will be:
1. To provide a designated contact person from TOC to coordinate and review all
aspects of the Project with EEP and its contractors or consultants. TOC will respond
in writing to any Project approval request within thirty (30) days from the date of
request. If TOC fails to respond within thirty (30) days of the request, the request
will be deemed approved by the TOC.
2. Both entities also agree to work cooperatively to develop a remedial action plan
(RAP) that is agreeable to both entities in the event that post - construction remedial
activities are necessary. Details related to the implementation of the RAP will be
jointly discussed by both entities as necessary.
3. To provide and ensure that EEP, its contractors and its consultants will be allowed
reasonable access to the Stormwater BMP Project work site during normal working
hours.
4. To provide for public safety and work place security by keeping work areas closed to
the public as necessary throughout the constructions phases of the Project.
Contractors will follow standard OSHA guidelines and will post the construction site.
5. TOC will designate a contact person and/or Public Information Officer that will
notify or consult with EEP prior to issuing news releases relating to the Project.
6. To meet with EEP and/or its contractors and consultants at least every two months to
review and assess the Project's plans and progress.
7. TOC will submit a Stormwater BMP maintenance and inspection report to EEP every
one (1) year for a period of thirty (3 0) years at no cost to EEP.
8. TOC will maintain the Stormwater BMP to ensure functionality for a period of 30-
years at no cost to EEP.
Page 2 of 6

Tasks and Responsibilities for Ecosystem Enhancement Program
The primary responsibilities of EEP during and after this project will be:
1. To design and construct the stormwater BMP at no cost to TOC.
2. Both entities also agree to work cooperatively to develop a remedial action plan
(RAP) that is agreeable to both entities in the event that post - construction remedial
activities are necessary. Details related to the implementation of the RAP will be
jointly discussed by both entities as necessary.
3. To consult with TOC's designated contact person and/or Public Information Officer
and staff prior to issuing news releases relating to the Project.
4. To meet with TOC staff to review and assess the project's progress, as specified
in Section 3, item No. 5 of this MOA. A minimum of four (4) meetings will be held
with TOC to discuss the Project and receive input. These meetings will be held after
preparation of the Draft Design Plan (30% complete design), after preparation of the
Final Design Plan, prior to the Pre - Construction Meeting and prior to the Post -
Construction Meeting.
5. To obtain any state, federal or local permits necessary for construction of the Project.
D. Timeline and Duration of this Agreement
The Project shall commence on the date a Memorandum of Agreement (MOA) is signed
by all parties. The site maintenance phase of the Project will commence upon completion
of the Stormwater BMP construction. TOC agrees to maintain the constructed
Stormwater BMP site for a 30 -year period and submit site maintenance and inspection
reports to EEP every one (1) year for a period of thirty (30) years following completion
of the construction phase of the project.
E. Limitations
1. This MOA will not transfer the ownership of the land or the management and
maintenance responsibilities for the Project from TOC to EEP. All provisions of this
MOA will be consistent with such understanding.
2. If either party fails to perform or comply with any condition of this MOA, and should
such failure continue more than 30 -days after written notice from the other party, and if
the non - compliant party should not within 30 -days commence to cure the failure with due
diligence, the aggrieved party may terminate this MOA on written notice to the non-
compliant party, termination to be effective not less than 15 days from the date of the
written termination notice.
Page 3 of 6

I The failure of either party to insist on strict performance of any condition of this MOA
shall not be construed as a waiver of the right to insist on the performance of that
condition in any other instance.
4. This MOA may be modified or terminated by mutual agreement of the parties as long
as such modification or termination is made in writing and signed by authorized officers
or agents for each of the parties.
Page 4 of 6

IN TESTIIMONY WHEREOF, the Town has caused this instrument to be executed in its name
by its Manager and attested by its Clerk, and its Seal affixed thereto by authority duly
given.
(SEAL)
STATE C
TOWN C
William B. Coleman, Jr.
l� Qa.,4ekj&W=@j-t}re Town Manager
Notary Publ' in and for the County
and State aforesaid, do hereby certify that ���, e personally came
before me this day and acknowledged that she is ( nd that by authority duly
given and as an act of y�,�, o F 0tir _, the foregoing instrument was signed by
( Ili I I i awr, 6, a4e ,mar, its Towo a L '�.. as by.hi� as 1 6"� i� c�
and sealed with the common seal of said C' unty. h� J
IN WITHNESS WHEREOF, I have hereunto set my hand and Notarial Seal this
the _1c day of , 20�.
Dom-
Notary Public
My commission expires: G/1 G /,20io
DONNA CARPENELLI TORRISI
Notary Public, North Carolina
Wake County
My Coln�l sslo �E PPS
!CERTIFICATE OF TOi6 N (3F CA ti' Ft ,ttiCE f�FFJ�_ii
Provision for the payment of the monies to fall
due under this agreement has been made by
appropriation duly made or by bonds or notes
duly authorized, as required by the
"Municipal Fiscal Control Act."
sl I;k 1 aob Chgn rat �
Date 1)erittS inance Officer .J
Page 5 of 6

IN TESTIMONY WHEREOF, the State has caused this instrument to be executed in its
name by its �-o�,c e- �,,.a„d attested by its ; �c { o-� , and
its Seal affixed thereto by authority duly given. O�erA�. ahS
Print Name & Title:
North Carolina Department of Environment and
Natural Resources Jj P
STATE OF NORTH CAROLINA
-\MA_ COUNTY
I, �� �'� �eby AN �Khaqtt �, a Notary Public in and for the County
and State aforesaid, do certify ��2 g�,� k ; personally came
before me this day and acknowledged thatshe is l '%% f—C nt po Ccc},pnG ,
and that by authority duly given and as an act of lycpthe foregoing
instrument was signed by $y ZA &t
IN AITHNESS WHEREOF, I have hereunto set my hand and Notarial Seal this
the day of a 20p_(
No bji!e
My commission expires:
Hy,
,�...M. H0R
=f TL
<Z o of A R Y °y'•z
W=
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Page 6 of 6