20130701 Ver 1_BMP_20130617

EEP NUTRIENT OFFSET
PROJECT SUMMARY
River Bend BMP
Stormwater Wetland
EEP #668
Synopsis
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EEP's River Bend BMP site (EEP #668) is a stormwater wetland BMP located in River Bend, North
Carolina within the Neuse River basin CU 03020204. 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).
This site was selected because it will treat a large, fully developed watershed. There was an existing
undersized, under- performing BMP at the site that was expanded and modified for improved water
quality benefit to the receiving water. The current property owner (Town of River Bend) was strongly
supportive of the project. A stormwater treatment wetland works well in the area because of a consistent
water source from the large watershed. The visual appeal of a wetland is a significant benefit as the site is
heavily trafficked. NCSU recommended this site to EEP as it was a rare opportunity to find a location in
the Neuse River Basin that can treat 115 acres at such a low cost and with property owner cooperation.
The stormwater wetland is designed to remove 193.73 lbs /year of nitrogen, generating a 30 -year credit
value of 5811.9 lbs reduction of Total Nitrogen. Additionally, the project is designed to reduce 785.4 lbs
of total phosphorous (TP) over 30 years; however, TP reduction credit is not available in the Neuse River
basin.
Site Location
River Basin:
Neuse
CU:
03020204
14 -digit HUC:
03020204010100
County:
Craven
Municipality:
Town of River Bend
Receiving Waters:
Trent River; 27- 101 -(31); 030411
Use Support Rating:
Trent River — FS
Project History
MOA/CE:
December 2005
Final Design:
March 2006
Construction:
February/March 2007
Planting:
June 2007
Annual Inspection:
TBD
1

Project Participants
Source Agencx:
r Project!Mana�gement:
Designer.
Construction:
Landowner:
BMP Management:
BMP Design Parameters
BMP Type:
Watershed Area:
Watershed Description:
Percent Impervious:
BMP Storage Volume:
Max Storm Depth Caph
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NC Ecosystem Enhancement Program
NC Ecosystem Enhancement Program
NCSU Biological and Agricultural Engineering
Pete Rollins and Associates
Town of River Bend
Town of River Bend
Stormwater Wetland
115 acres
Primarily residential with some golf course and commercial areas
23 %
4,300 cubic feet
fired: 1.3 inch 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 TP Loading.
30 -yr TP Removal:
484.33 lb /yr (4.21 lb /ac /yr)
290.60 lb /yr(2.53 lb /ac /yr)
5811.9 lbs
74.81 lb /yr (0.65 lb /ac /yr)
48.63 lb /yr(0.42 lb /ac/yr)
785.41bs
Property Protection & Maintenance
Property Protection Method: State of NC holds a 30 -year Easement
Maintenance: Town of River Bend is to conduct regular maintenance /inspections and submit
report to EEP every two years.
Attachments:
• Project Statement (Site location map, watershed map)
• Project Plan Sheets
• Red -lined construction drawings
• MOA
2

Project Statement

RIVER BEND PROJECT STATEMENT
Site Location
River Basin: Neuse
CU: 03020204
14 -digit HU: 03020204010100
County: Craven
Municipality: River Bend
Receiving Water: Unnamed tributary to the Trent River; 27 -101 -(31); 030411
DWQ Classification of Receiving Water: Trent - SB Sw NSW
Use Support Rating for Receiving Water: Trent - FS
(See attached site location map, Figure 1)
Watershed Description
Drainage Area: 115 acres
Soils: Mostly Conetoe; Some Tarboro, Goldsboro, Udorthents, Masontown
Land Use: Primarily % acre residential, with some golf course and commercial
areas
Average Watershed Slope: 1.5%
Pre -BMP Nutrient Loading Estimate: TN- 484 lb /yr, TP- 75 lb /yr
(See attached watershed view, Figure 2)
Site Description
Current Property Owners: Town of River Bend
Owners Willing to Cooperate: Yes
Land Area Available: 0.8 acres
Accessibility: Accessible from Plantation Dr.
Site Constraints: There is a 6 inch water line running through the middle of the
available area, 5 -6 feet deep
(See attached site layout, Figure 3)
E fiECem
ent
.....
1/2

BMP Recommendation
Type of BMP Recommended: Stormwater treatment wetland
Approximate BMP Surface Area: '/4 acre
Permits Required: None expected (note: existing BMP being altered, drains to
tidal water)
Post -BMP Nutrient Export Estimate: TN- 291 lb /yr (40% reduction), TP- 49
lb /yr (35% reduction)
Project Notes: This site was selected because it will treat a large, fully developed
watershed. There is currently an undersized, under - performing BMP at the site
that can be expanded and modified for improved water quality benefit to the
receiving water. The current property owner (Town of River Bend) is strongly
supportive of the project.
A stormwater treatment wetland would work well in the area because of a
consistent water source from the large watershed. The visual appeal of a wetland
is a significant benefit as the site is heavily trafficked. The BMP could likely fit
on one side of the existing water line crossing the site, but it could easily expand
to another cell on the other side of the line since the line is so deep.
NCSU strongly recommends this site. It is a rare opportunity to find a location in
the Neuse River Basin that can treat 115 acres at such a low cost, with property
owner cooperation.
c` 3
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2/2

MAPS

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Approximate Wetland Location
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Watershed Boundary �, � � � <� 4

FINAL DESIGN SHEETS

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CCOMRATM
EXTENSION
EEP Contacts:
Krlstle Corson - Project Manager
919.715.1954
Un Xu - Review Coordinator
919.715.7571
NCSU BAE Contactsi
Ryan Smith - Design /Construction
919.515.8595
Kris Bass - Design
919.515.8245
Bill Hunt - Design
919.515.6751
Additional Contacts,
Charley Humphrey - Craven County Coop Ext.
252.633.1477
Ritter Field Stormwater
Craven County
45 Shoreline Dr,
River Bend, NC 28562
Pnrking
. Playground Leh
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Ritter Fieldi�
Mao
Disturbed Area - 0,9 ac.
Wetland
Index of
Sheets
1
Cover
2
Site Grading
3
Details
(1)
4
Details
(2)
5
Details
(3)
P
-�
A
Vicinity Map
35.07' N 77.15• W

Erosion and Sediment Control
Filter fabric will be laid over the
crest of the existing wooden
outlet structure. The designer
will then attach a piece of ply
wood to the structure with large
holes cut In It. Washed 57 stone
will then be placed up and down
stream of the ply wood for flow
control and filtration (Detail on
sheet 4).
When construction Is complete,
apply centipede grass seed to all
disturbed areas with slopes less
than 311, cover with straw and
tack the area, Use ProPlus
TackDown or similar alternative
(to be approved by designer),
nixed 70% water, 30% TackDown
and apply liberally. On slopes 3-1
or steeper (banks), apply
centipede grass seed, cover with
erosion control blanket and
staple, Use North American Green
S150BN erasion control blanket or
similar (to be approved by
designer). Apply blanket per
manufactures Instructions using
staple pattern A (Detail on sheet
5).
Normal Pool Water Surface - 98.2'
Flood Pool Water Surface - 98.7'
Drawdown Time - 2 days
M"
30 0 30 60
Note: All elevations in plans
relative to designer's benchmark
QRnm wa
maw
Ritter Field
Assume water line 4' deep
(Responsibility of the
contractor to avoid)
Sign -�
y,
_ Existing wood structure to
be left in place and modified
36' CMP by designer
Invert 9721'
Drawn by RAS
Designed by. RAS File 0 /2005
Reviewed by WFH, KLB File Name: river_bend.dwg
v � �
i
98.2'
i`...N 97.95 - 982'
Scale:
H: 1" = 30'
V: N/A
A� \
Q'7
KQ
36' RCP
Invert 99.38'
General Construction Sequence
*Remain within disturbance limits staked by designer
(Detail on sheet 4)
*Implement all erosion control measures as described in
Erosion and Sediment Control section (Sheet 2)
*Remove and discard shrubs existing on the eastern bank
of the existing wetland
*Scrape top 6' of soli within the disturbance limits and
stockpile for reapplication In the wetland and Ritter field
area after grading Is complete
*Pump water from existing wetland
*Excavate eastern bank of existing wetland and apply
cut to fill areas In the wetland. Leave a drainage
channel in the wetland for construction, If necessary
*Excess cut can be temporarily piled or spread on Ritter
Field, within the staked disturbance limits, with a final
grade that will allow the field to drain
*Apply 3' of topsoil to all disturbed areas
*Fine grade new wetland banks to a 311 slope, pools to a
2,1 slope and grade wetland bottom to elevations shown
*Apply 2 -3' of organic amendment (to be selected by
designer) to wetland bottom
*Plant wetland as described In Planting section (Sheet 3)
*Cover disturbed areas as described In Erosion and
Sediment Control section (Sheet 2)
Site Grading pp
Ritter Field Wetland Sheet 2
River Bend, NC

99.00
98.00
97.00
96.00
95.00
nATTTAf VT h7
94.00
GROUP BOTTOM
SECTI ❑N A -A'
Wetland Profile
Wetland bottor9
Flood pool elevation - 98.7'
Normal pool elevation - 98.2'
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00
Material Estimates
■Water lily - 9
wSpatterdock - 9
wPickerelweed - 555
wLizard's tall - 455
:Arrow arum - 455
:Duck potato - 355
:Rush - 450
wWoolgrass - 450
:Soft stem bulrush - 455
:Marsh mallow - 20
:Cardinal flower - 35
:Pink fetterbush - 15
:Sweet pepperbush - 5
:480 cy of soil applied to Ritter
Field
:Centipede seed - for 2/3 ac
:Straw - for 2/3 ac
:Tacking - 1 case (5 gal. total)
:Erosion control blanket - 6 100'
roles, standard width
:Staples - 1 box of 1000
:Organic Amendment = 65 cy
:Fertilizer - for 7200 sf
:57 stone - 700 tics (1 /3 ton)
:Filter fabric - 100 sf
Scale
H: 1" = 30'
V: 1" = 3'
Planting
wIn deep pools plant water lily and
spatterdock, 3 each per pool.
wIn elevations 97.95 -98.2' plant
pickerelweed (Pontederia cordata),
Lizard's tall (Saururus cernuus), arrow
arrum (Pe(tandra virglnlca), duck
potato (Sagittarla latifolia), rush
(Juncus effusus), woolgrass (Scirpus
cyperinus), soft stem bulrush (Scirpus
validus), Plant on 18' centers in
groups of 7 -10 and randomize the
groups
wOn banks, around elevation 100', plant
cardinal flower (Lobella cardinalis),
marsh mallows (Hibiscus moscheutos),
pink fetterbush (lyonia lucida) and
sweet pepperbush (Clethra alnifolia)
spaced around 4' apart,
:Fertilize within 24 hours of planting
with no imminent rainfall using 10 -10 -10
at 20 lbs per 1000 sf,
F -
Drawn by. RAS
Designed by: RAS Date: 10/2005
Reviewed by. WFH, KLB File Name: river_bend.dwg
a
yl�/tik/rrrb.wti .
N,T,S
Scale: D e t a I I s ( I Sheet 3
See details Ritter Field Wetland
River Bend, NC
P 6riting vZones
,
Shcllow
Wat E'r /$hGIIOW land
plants
De ^p oo: plants
/.
- vv..a.. ..and plants
U .
!
T>'
Z�
:Shallow water/ shallow land
plants will be planted randomly
i W,
within the shown area and will
i t
redistribute and fill -in
naturally,
N,T,S
Scale: D e t a I I s ( I Sheet 3
See details Ritter Field Wetland
River Bend, NC

Sediment and Erosion Controt Structure
Existing structure
N,T,S
57 stone and
filter fabric
3/4' plywood
EL. 99.3'
Filter fabric will be placed over this plywood
and on the ground on each side of It.
Washed 57 stone will then be placed an the
fabric on each side.
i o e < %, i
Disturbance Limit
Parking .
A�
0
Playgroun
ary 4,
1.5 holes C
_Y Drawn by. RAS
Designed by. RAS
Reviewed by. WFH, KLB
wenwr�rsw.rr.ew
Scale:
1 " =50'
Date: 10 /2005 Scale:
File Name: river_bend.dwg See details
Disturbed Area - 0,9 ac,
Details (2) Sheet 4
Ritter Field Wetland
River Bend, NC

NORTH
AMERICAN
GREEN
EROSION CONTROL PmCucte
Guo o-d SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSIALLE, IN 47725
600- 772 -2040
.mgn n.aom
Erosion Control Blanket
SLOPE INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'a), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA CELL-O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP X 6' (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12' (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12' (30 CM) APART ACROSS THE WIDTH OF THE RECP'e.
3. ROLL THE RECP'6 (A) DOWN OR (B. ) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL R CP'9 MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" STAPLES /STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP'6 MUST BE STAPLED WITH APPROXIMATELY 2' - 5' (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP'e TYPE.
5. CONSECUTIVE RECP'e SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3' (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30 CM) APART ACROSS ENTIRE
RECP'a WIDTH.
NOTE:
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
NORTH
AMERICAN
GREEN
P'odv is
Guoronteed
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
600- 772 -2040
rwr.nagn n.e®
I
3' (0.9m)
3.3 (1.Om)T
6' (0.5m)
O O
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
Drawn by: RAS
�lfflan�u_ Designed by. RAS Date: 10/2005
000l�ATIVE Reviewed by: WFH, KLB File Name: river_bend.dwg
(4.1 STAPLES PER SO.
Scale:
H: N.T.S
V: N.T.S
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
I
6• c,.em, I
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.Om)
1.6' (0.5m)
2'I (O.6m)
K
Q
1.7 STAPLES PER SO. YD.
(2.0 STAPLES PER SQ. M)
- - 10' (0.25,)
4' (1.2m) O O O
- I -10" (0.25m)
3.3' (1.0m) T— F 220' 9.5m0
O T O 3.3' (1.Om)
O O O O
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SO. M)
Details (3) Sheet 5
Ritter Field Wetland
River Bend, NC
- _ j
O
2' (0.6m)
4' (1.2m)
O
—
20' (c
O
?2
O
O
O
O
0
0
Drawn by: RAS
�lfflan�u_ Designed by. RAS Date: 10/2005
000l�ATIVE Reviewed by: WFH, KLB File Name: river_bend.dwg
(4.1 STAPLES PER SO.
Scale:
H: N.T.S
V: N.T.S
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
I
6• c,.em, I
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.Om)
1.6' (0.5m)
2'I (O.6m)
K
Q
1.7 STAPLES PER SO. YD.
(2.0 STAPLES PER SQ. M)
- - 10' (0.25,)
4' (1.2m) O O O
- I -10" (0.25m)
3.3' (1.0m) T— F 220' 9.5m0
O T O 3.3' (1.Om)
O O O O
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SO. M)
Details (3) Sheet 5
Ritter Field Wetland
River Bend, NC
- _ j
At D
(4.1 STAPLES PER SO.
Scale:
H: N.T.S
V: N.T.S
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
I
6• c,.em, I
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.Om)
1.6' (0.5m)
2'I (O.6m)
K
Q
1.7 STAPLES PER SO. YD.
(2.0 STAPLES PER SQ. M)
- - 10' (0.25,)
4' (1.2m) O O O
- I -10" (0.25m)
3.3' (1.0m) T— F 220' 9.5m0
O T O 3.3' (1.Om)
O O O O
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SO. M)
Details (3) Sheet 5
Ritter Field Wetland
River Bend, NC
- _ j

1

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1
EEP Contacts,
Krlstle Corson - Project Manager
919.715.1954
Lin Xu - Review Coordinator
919.715.7571
NCSU BAE Contacts,
Ryan Smith - Design /Construction
919515.8595
Kris Bass - Design
919.515.8245
BIU Hunt - Design
919.515.6751
Additional Contacts,
Charley Humphrey - Craven County Coop Ext.
252.633.1477
Ritter F1eld Stormwater Wet�anol
Craven County
45 Shoreline Dr.
L�►S' �U�L� River Bend, NC 28562
Parkho
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Ptayp O44- ' \ /, ��� 10
X
-- ice'.
i
r
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1 Ritter Fleld
/
i
Disturbed Area - 0,9 ac.
�!:1 5,
{9
H �
eyH�c6�S�
ran,
10' ,
Index of Sheets
1 Cover
2 Site Grading
3 Details (1) apq �I
4 Details (2) 'oo�
5 Details C3) J)W.
-1
cy� �

rosion and Sediment Control
(ter fabric will be laid over the - - _ - - - -- -i01-
-est of the existing wooden /
etlet structure. The designer \
(1 then attach a piece of ply
)od to the structure with large
ales cut In It. Washed 57 stone
11 then be placed up and down Ix j� r,(F - - \ \ v
tream of the ply wood for flow j ° � v to -- - - - —NO? \ 101- -
�ntrol and filtration (Detail on �r� �u j � / \ t��_
,)eet 4)
Sign
O
IX
1\ j�' / // / 9TH — \\\ 36' RCP
When 59n t +..�._l�mplete, �1 j J / Invert 99.3e' \
apply (centipede rass seed to all 1 1 �� / n
disturbed- areas-with slopes less I J j �P l ail side slope - - / j / 0 f 24 slope m pools
than 3-1, cover with straw and
tack the area. Use ProPlus
TackDown or similar alternative
(to be approved by designer), j s' Ritter Field L�X1
mixed 70% water, 30% TackDown
and apply liberally. On slopes 311
or steeper (banks), apply I 1 2/ /
centipede grass seed, cover with j ice° _�/ %.`o� / 99.21
erosion control blanket and j 1 oz
staple. Use North American Gr en / / / / / 0 97.95 - 99.2'
S150BN erosion control blanket! j or
similar (to be approved by / / /Assume water line 4' deep
designer). Apply blanket per / / (Responsibility of the / ,o,�
/ contractor to avoid) / d',e / // j/ General Construction Sequence
manufactures Instructions using ■Remain within disturbance limits staked b desl ner
staple pattern A ( Detail on sheet Y 9
5), / i iii ' (Detail on sheet 4)
WImplement all erosion control measures as described In
Erosion and Sediment Control section (Sheet 2)
•Remove and discard shrubs existing on the eastern bank
Normal Pool Water Surface - 98.2' oc ij/ 97.95' of the existing wetland
Flood Pool Water Surface - 9817' ■Scrape top 6' of soli within the disturbance limits and
Drawdown Time - 2 days ` - / , ° /r, stockpile for reapplication In the wetland and Ritter field
area after grading Is complete
WPump water from existing wetland
*Excavate eastern bank of existing wetland and apply
cut to fill areas in the wetland, Leave a drainage
channel in the wetland for construction, If necessary
90 /i • "� ■Excess cut can be temporarily piled or spread on Ritter
99 "/ Field, within the staked disturbance limits, with a final
tip' grade that will allow the field to drain
Sign - I l '/ ,i X k'� mAppty 3' of topsoil to all disturbed areas
30 0 i 1! J t r r wFine grade new wetland banks to a 3,1 slope, pools to a
2,1 slope m to elevations shown
- 'K- Appl _ 2-3' of .o_f organic amend_ m_ent to be selected by
ne) t weTana- fiotory
Existing
a structure to u'
Note, All In desl r o
g elevations in plans be left in pence and modiFied •1Plant wetland as described In Planting section (Sheet 3)
relative to designer's benchmark 36' CMP by designer a :Cover disturbed areas as described In Erosion and
Invert 9721' ° Sediment Control section (Sheet 2)
- - - - - -- _ - _ _ - .. -- -- - --- . -
VIEW Drawn by RAS Scale: Site Grading
' Desi ned b RAS Date: 10/2005 Sheet 2
COOPINtil�„ ' 9 Y H: N = 30'
COOMRAT1v{ Reviewed by WFH, KLB File Name: river_bend.dwg V: N A Ritter Field Wetland
�MMNSIO14 • � River Bend, NC

99.00
98.00
97.00
96.00
95.00
n ATrrAj- "T rT7
Wetland Profile
Wetland bottom
Flood pool elevation - 98,7'
Normal pool elevation - 98.2'
94.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00
GROUP BOTTOM Prh \��` Scale
SECTION A -A' �e �.•
V: 1" = 3'
Material Est' 0'
:Water lily -
wSpatterdock
:Pickerelweed - 55
:Lizard's tall - 455
:Arrow arum - 455
:Duck potato - 355$
:Rush - 450
wWootgrass - 4503
:Soft stem bulrush - 455
:Marsh mallow - 20
:Cardinal flower - 35'
:Pink fetterbush - 15 �
:Sweet pepperbush - 5 CI
:480 cy of soli applied to Ritter
Field
:Centipede seed - for 2/3 ac
:Straw - for 2/3 ac
:Tacking - 1 case (5 gal. total)
wErosion control blanket - 6 100'
roles, standard width
:Staples - 1 box of 1000
:Organic Amendment - 65 cy
:Fertilizer - for 7200 sf
W57 stone - 700 lbs (1 /3 ton)
:Filter fabric - 100 sf
Planting
wIn deep pools plant water lily and
spatterdock, 3 each per pool.
wIn elevations 97.95 -98.2' plant
pickerelweed (Pontederla cordata),
lizard's tall (Saururus cernuus), arrow
arrum (Pettandra virginlca), duck
potato (Sagittarla latlfolla), rush
(Juncus effusus), woolgrass (Scirpus
cyperinus), soft stem bulrush (Scirpus
validus). Plant on 18' centers in
UP 7 groups of 7 -10 and randomize the
`T groups
:On banks, around elevatlon 100', plant
cardinal flower (Lobella cardinalis),
marsh mallows (Hibiscus moscheutos),
pink fetterbush (lyonla lucida) and
sweet pepperbush (Ctethra alnlfolla)
spaced around 4' apart,
:Fertlllze within 24 hours of planting
with no Imminent rainfall using 10 -10 -10
at 20 (bs per 1000 sf,
Drawn by. RAS
Designed by RAS
WCOOPIMM � Reviewed by. WFH, KLB
w"...w
Date: 10 /2005
File Name: river_bend.dwg
Fidnting \Zor)es `
Shallow i lI
water / Shatlow land \
plants
Deep pool plants \ ���
\ o
v . Upland plants / y/ • �o' j
.'.'.0 /.'.'.A"'
/� .y.j.. / /•�az
%�• //
/�
Ofjr4 �m: / /�' wShatlow water/ shallow land
plants will be planted randomly
within the shown area and wilt
A
Scale:
See details
/ o - redistribute and fill -In
naturally.
5
N,T,S
Details (1) Sheet 3
Ritter Field Wetland
River Bend, NC
Date: 10 /2005
File Name: river_bend.dwg
Fidnting \Zor)es `
Shallow i lI
water / Shatlow land \
plants
Deep pool plants \ ���
\ o
v . Upland plants / y/ • �o' j
.'.'.0 /.'.'.A"'
/� .y.j.. / /•�az
%�• //
/�
Ofjr4 �m: / /�' wShatlow water/ shallow land
plants will be planted randomly
within the shown area and wilt
A
Scale:
See details
/ o - redistribute and fill -In
naturally.
5
N,T,S
Details (1) Sheet 3
Ritter Field Wetland
River Bend, NC

Sediment and Erosion Control. Structure
.
.......... .
...... ....
...................
..................
...................
... ................
.. ..................
....................
Plywood E)dsWg structure •
57 stone and
filter fabric
FKtw fabric will be placed over this plywood
and on each shk of It.
3/4' —5 =,inhan be placed on the
fabric on each side.
1.251 holes
N.T.S
11 4eg4M loom ■
Drawn by. RAS
Designed by. RAS
Reviewed by. WFH, KLB
Scale:
1" = 50'
Date: 10/2005
File Name: river—bend.dwg
Disturbance Limit
Scale:
See details
:1
-------- --------- - ------- - -
Details (2)
Ritter Field Wetland Sheet 4
River Bond, NC
-- — ------------

NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Gu fssd SOLUTIONS
144149 HIGHWAY 41 NORTH
EVANS ALE. IN 47725
900- 772 -2040
.napnsn-
Erosion Control Blani<(> I.
SLOPE INSTALLATION
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Cu —me-d SOLUTIONS
f4849 HIGHWAY 41 NORTH
EVANSVLLE, IN 47725
800- 772 -2040
Irw.nsgl.an.asrll
3' (I.9m)
3.3 0-0m)-
O O
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
3 (ICJ
s• (l.am)
I
L... ° u
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER S0. M)
3.3' (1.Om)
2 "I (O.Bm)
3.3' (1.Om)
_ -_ O
te_0
1.7 STAPLES PER SO. YD.
(2.0 STAPLES PER S0. M)
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL- O-SEED DO NOT SEED PREPARED AREA, CELL-O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'e IN A 8' (15 CM DEEP X 8" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12' (3Ocm) OF RECP's EMENDED BEYOND THE UP -SLOP PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF 1' (O.6m)
STAPLES /STAKES SPACED APPROXIMATELY 12• (30 CM) MART ACROSS THE WIDTH OF THE RECP's. - ---
3. ROLL THE RECP'a A) DOWN OR D. HORIZONTALLY ACROSS THE SLOPE. RECP'a WILL UNROLL WITH APPROPRIATE SIDE I -to
' (0.25m)
AGAINST THE SOIL SURFACE. ALL MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" , STAPLES /STAKES 4' 0.2m) I 0 4 (1.2m) O O O
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. I � Q2p• (p_) I - I -10" (O.25m)
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2' - 5' (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP'e TYPE. 0 O
5. CONSECUTIVE RECP'e SPUCEO DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE SME) WITH AN APPRO %IMATE lI1J 3.J' (1.Omj f _ f p• 4"`�'^O
J' 7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12• (30 CM) MART ACROSS ENTIRE O O Q
REC 's WIDTH. O O
NOTE:
IN 1005E SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY 70
PROPERLY SECURE THE RECP'a.
0 0 0 00 O O O
3.4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD.
(4.1 _STAPLES PER S0. M) (4.5 STAPLES PER SO. M)
1 Drawn by: RAS 1 111 IIIN411 ; Designed by: RAS Date: 10/2005 Scale: Details (3 ) Sheet 5
1 V% COOPut �' Reviewed by: WFH, KLB File Name:river_bend.dwg H: N.T.S
V: N.T.S Ritter Field Wetland
—_ — V4 "4VM4V4r4 ►. Y{ River Bend. NC

MEMORANDUM
of
AGREEMENT

NCDENR
North Carolina Department of Environment and Natural RS.SOUrces
DIVISION OF PURCHASE AND SERVICES
Michael F. Easley, Governor Michael G. Bryant, Director William G. Ross, Jr., Secretary
March 8, 2006
John R. Kirkland
Town of River Bend
45 Shoreline Dr
River Bend, NC 28562 -8970
Dear Mr. Kirkland:
Enclosed is a fully executed copy of Contract No. D06024 between Town of River Bend
and the Department of Environment and Natural Resources.
Invoices or matters regarding work to be performed should be directed to the Contract
Administrator, Jeff Jurek, DENR -EEP, 1652 Mail Service Center, Raleigh, NC 27699-
1652, 919 -715 -1157.
Please include Contract No. D06024 on invoices submitted for payment.
Should you have any questions regarding the contract, you may contact me at (919)
715 -3880.
Sincerely,
T. Mike Brendle, Chief
Purchase and Contract Section
Enclosure
M B /mw
cc: Sharon Jones, DENR -EEP
Controller's Office
One
1605 Mail Service Center, Raleigh, North Carolina 27699.1605 NO Caro ina
Phone: [phone] FAX: [phone] Internet: www.admin.enr.state.nc aturix !�
An Equal Opportunity ! Affirmative Action Employer.50% Recycled 110% Post Consumer Paper

i-urm 8100 - Contract Form (8101105) DENR CONTRACT NO:
Dc (c t •.A
DENR CONTRACT FORM - AGREEMENT INFORMATION (Assigned by Contract Coordinator
DENR Division & Section: Eco stem Enhancement Pr ram
Address (MSC /Street):
1652 Mail Service Center
City
Raleigh
Zip
27699 -1652
Contract Administrator Technical expertise):
Jeff Jurek
Phone No:
1 919 -715 -1157
1 E-mail address:
leff.lurekanemail.net
ICentract Coordinator (Contract Process expertise) I Sharon J. Jones
No: 1 919. 715 -1209 IE -mall address:
rnnITPAr.T INFnRMATION:
PURCHASE 8 SERVICES ONLY
ti R�
DIPS Purchasing Agent: ?—Ittj F
Date Received: 9
Requisition No:
PO No:
AMENDMENT NO:
Contractor: Town of River Bend
Business IRS #:
Social Security #:
Check one of the following:
(Federal Tax ID #)
Contractor Key Contact Person: John R. Kirkland
NIA
Minority (51% owned)
StreetlPO Box # 45 Shoreline Dr.
Woman (51% owned)
City /State/Zip: River Bend, NC 28562 -8970
Phone No: 252 - 638- 3870J�~
4 I I q O
Handicapped (51% owned)
X None of the above
E-mail Address:
Address (Mail Contract to for Execution): (Unless University)
Address (checks are mailed If different from Contract Execution address):
Name:
Name:
^f �`-
street/PO Box # r�
Stmel/PO Box #
Cit /State/Zip:
Gt /stateo :
Contract Period Work cannot begin until fully executed contract Is
In place) tStart Date: 12/01/05
jEnd Date: 12/01/35
DENR Contract Amount (complete for initial contract request onl
):
$
Amendment
Amendment Type:
No -Cost Time • Increase
or Decrease
Revised Scope of Work Attached (check one):
No:
I
I Extension
Contract Amount:
Yes No NA
(Required) Explain why amendment is necessary:
Time Extension from:
Time Extension to:
Amendment Amount:
$
Revised Contract Total Inttlal contract amount plus all amendments):
$
ENCUMBRANCE (Actual or Estimate Per FY):
FY -_— S _C0: 1802 Aect 332198 Center
Po L := _4 Co: ,--,—Acct: Center
FY _ : _Co: _Acct Center
Po Uno _i Co: _ACd: Center
FY — S Co: __Acct Center
POUne _$ _Co: _Acct- Center
CO: FY Acq: center
PO line E Center
PAYMENT SCHEDULE Check one):
Reimburse for allowable expendaures according to amount specified in Scope of work r a minimum of 10% withheld until DENR accepts final work.
Reimburse 90% of all invoices for allowable expenditures with 10% withheld until DENR accepts final work..
Reimburse actual Invoices submitted with a minimum of 10% of DENR Contract amount withheld until DENR accepts Anal work.
Lump sum payment when DENR accepts contract fulfillment
Other (Specify):
MANDATORY SIGNATURE,
By signature, I cSil;b that the above budget information is correct, appropriately budgeted & currently available in the
Division's budget as specified in the above encumbrance information.
DIVISION BUDGET OFFICER:
Signature
4l4 /d
Date
o(a

Returned to Contract Administrator/ Date:
Forwarded as checked ( x ) below / Date:
Comments:
A—
4 MANDATORY REVIEWS (Per Requirements Below) E
IVISION DIRECTOR [MUST REVIEW ALL REQUESTS]: (Director certifies that the above request & information is in compliance
with all State /Federa!/local require nt !i ig & DENR's strategic goals.)
DIRECTOR'S IGNATURE: JJ ,' Received Date:
PROVED /Date: O V Comments:
[]DENIEDI Date:
FORWARDED TO: Forwarded Date: 7
HUMAN RESOURCFS: (Reviews: Personal Service contract requests; hourly rate & for conflicts in personnel policy)
REVIEWER'S SIGNATURE:
HR - Check oertinent item (s) below:
Received Date:
Personal Service Contract Required
Contract Request Approved
Dual Employment Required
Contract Request Denied
Temporary Position Required
Contract Request Denied
COMMENTS:
FORWARDED TO: Forwarded Date:
[]aP-A: (Reviews: Personal Service contract requests; All Requests Over $25K; Amendments to increase funding)
DIRECTOR'S SIGNATURE:
0APPROVED I Date:
DENIED / Date:
Comments:
Received Date:
FORWARDED TO: Forwarded Date:
[]DENR ITS: (Reviews: Requests pertaining to IT services; consistent with state/ DENR policies.
REVIEWER'S SIGNATURE: . Received Date:
[]APPROVED / Date:
DENIED / Date:
FORWARDED TO:
Comments:
Forwarded Date:
`PURCHASE AND SERVICES: (Processes a q is for co t tual -type services & executes aU contractual documents)
SECTION CHIEF SIGNATURE: Received Date: Z
FORWARDED TO: Forwarded Date:
POLICY ANALYST SIGNATURE:
APPROVED / Date: Comments:
DENIED / Date:
FORWARDED TO:
DPS PURCHASING AGENT:
Page 2 of 2
Received Date:
Forwarded Date:
Received Date:

Form 6000 - DENR Intema/ Contr ictua/ Routing Form ( 8/01/05) J J
DIVISION CG TRAC I' R QF ltd NO: �� ti
(Contact Division Contract Coordinator for Contract Reamat No.)
DENR DIVISION: Ecosystem Enhancement Program SECTION: Im lementati - earce
r)(PE OF ACTION REQUESTED: (Contact Division of Purchase & SeMces for assistance in completing this form - Main # 919. 733.9746)
- REQUEST FOR PROPOSALS (Issued by PURCHASE & SERVICES }ESTIMATED COST:
(Scope of Work attached)
SERVICE CONTRACT(competitive solicitation; services by federallstatenocal govt. or state - funded university) (Scope of Work attached)
X MOA / MOU (exchange of services only - no payment for services) - Scope of Work attached
GRANT CONTRACT (Grant application Issued by DENR or grant awarded through DENR - Grant application & Responses attached
PERSONAL SERVICE (INDIVIDUAL ONLY) Form 319 / Vita or Resume / Unique Quariffcadons Statement & Scope of Work attached
CONSULTANT CONTRACT (DPS solicits approval from GOVERNOR'S OFFICE & ODA P &C) - Scope of Work attached
INFORMAL CONSTRUCTION CONTRACT (Processed by DPS Construction Services Section)
AMENDMENT (CONTRACT NO. required: )
For increased funding amendments - Form 8000 & 6100 required) (For no cost time extensions - Form 0100 submitted to DPS only)
(Explanation required why Increase in funding Is necessary):
BRIEF TITLE i PURPOSE OF CONTRACT: MOA -Town of River Bend
JUSTIFICATION OF NEED FOR CONTRACT: agreement for town to maintain project -built by EEP
WHY WORK CANNOT BE PERFORMED WITHIN DENR: NIA
STATE / LOCAL / FEDERAL AGENCY OR STATE- FUNDED UNIVERSITY CONTACTED BUT UNABLE TO PROVIDE SERVICE
�GENCY / UNIVERSITY:
CONTACT NAME: PHONE NO:
AGENCY / UNIVERSITY' .
CONTACT NAME: PHONE NO:
FEDERAL AND/OR STATE REGULATIONS / CITATIONS APPLY' YES NO
LIST OR PROVIDE AS ATTACHMENT:
SOURCE OF FUNDS REQUEST
riadons $
1 Receipts
IFWMI Graru
$
Contractor Cash 1$1
Match
In-
$
odeapeWM
$
Total
$
Grant No.
Grant Expiration Date I
I CFDA #:
O anal Fundim Available: I $
0 ! Awayal Prior To This Re uM $
PROPOSED ENCUMBRANCE
FOR THIS REQUEST
FY
$ !
Company
11302
Account
532199
Center
FY
$
ComDany
A=unt
Center
FY
$
Com an
Account
Center
FY
$
lComoany
1
Account
Center
FY
1
$
lCompany
I
JAccount
Center
IMANDATORY - BUDG FFICER'S SIGNATUR
DATE:
CONTRAC N (ch one): X Contfyctor Ott -Form 6100 Attached contractor ununown
�� °7—jeff Jurek Phone No: 919- 715 -1157
Contra 5ED ni r Signature Typed or Printed Name E -mail: [e-mail]
(Cerli tea st & tntonrration is in c ompiranm with au State / Federallloca/ requirements & policies & DENR's strategic goals.)
SUBMI T O CONTRACT COORDINATOR 9/23/2005 (date)
Page 1 of 2
8000 - DENR lntemal Contractual Routing Form (08/01/05)
CONTRACT COORDINATOR: Sharon J. Jones Email: sharon.1.lones0ncmail.net Received Date 9

CONTRACT NO. D06024
STATE OF NORTH CAROLINA CONTRACTOR'S FEDERAL I.D.
COUNTY OF WAKE
56- 1291141
CFDA CODE: N/A
THIS AGREEMENT, made and entered into this 25th day of January, 2006,
by and between Town of River Bend, hereinafter referred to as "CONTRACTOR", and
North Carolina Department of Environment and Natural Resources, hereinafter referred to
as "DEPARTMENT';
WITNESSETH:
THAT WHEREAS, the CONTRACTOR has submitted to the DEPARTMENT a
proposal for the.performance of certain technical or professional services; and
WHEREAS, the DEPARTMENT desires to enter into a contract with the
CONTRACTOR to perform the services set out in the proposal;
NOW, THEREFORE, for and in consideration of the mutual promises to each
other, as hereinafter set forth, the parties hereto do mutually agree as follows:
1. . The CONTRACTOR hereby agrees to perform, in a manner
satisfactory to the DEPARTMENT, services for the proper maintenance of a Stormwater
BMP constructed on property owned by the Town of River Bend for a period of thirty (30)
years from the completion of construction, as described in Attachment A which is
incorporated as part of this contract.
2. The services of the CONTRACTOR are to commence on the 1st day
of February, 2006 and shall be undertaken and completed in such sequence as to assure
their expeditious completion in the light of the purposes of this agreement, but in any event,
all of the services required hereunder shall be completed by the 31st day of January, 2036.
3. The DEPARTMENT hereby agrees to pay the CONTRACTOR a sum
of money not to exceed ZERO DOLLARS ($0.00), said sum to be full and complete
compensation for services rendered under this agreement.
(a) Payment for services will be made upon receipt and approval of
invoice(s) from the CONTRACTOR documenting the costs incurred in the performance of
work under this contract.
(b) All travel, lodging, and subsistence costs are included in the
contract total and no additional payments will be made in excess of the contract amount
indicated above. Contractor must adhere to the travel, lodging and subsistence rates
established in the Budget Manual for the State of North Carolina.
(c) Invoices are to be submitted to the Contract Administrator at
least quarterly. Final invoice must be received by the DEPARTMENT within 45 days after
the end of the contract period.
(d) Amended or corrected invoices must be received by the Office
of the Controller within six months after the end of the contract period. Invoices received
more than six months after the end of the contract period will be returned without action.
1 of 5

CONTRACT NO. D06024
4. The Contractor shall be considered to be an independent contractor
and as such shall be wholly responsible for the work to be performed and for the
supervision of its employees. The Contractor represents that it has, or will secure at its own
expense, all personnel required in performing the services under this agreement. Such
employees shall not be employees of, or have any individual contractual relationship with
the DEPARTMENT.
5. The CONTRACTOR shall not substitute key personnel assigned to the
performance of this contract without prior approval by the Contract Administrator. The
following individual is designated key personnel for purposes of this contract: John R.
Kirkland.
6. Norie of the work to be performed under this contract which involves
the specialized skill or expertise of the CONTRACTOR or his employees shall be
subcontracted without prior approval of the Contract Administrator. In the event the
CONTRACTOR subcontracts for any or all of the services or activities covered by this
contract: (a) the CONTRACTOR is not relieved of any of the duties and responsibilities
provided in this contract; (b) the subcontractor agrees to abide by the standards contained
herein or to provide such information as to allow the CONTRACTOR to comply with these
standards, and; (c) the subcontractor agrees to allow state and federal authorized
representatives access to any records pertinent to its role as a subcontractor.
7. The CONTRACTOR'shall comply with all laws, ordinances, codes,
rules, regulations, and licensing requirements that are applicable to the conduct of its
business, including those of federal, state, and local agencies having jurisdiction and /or
authority.
8. The CONTRACTOR shall take affirmative action in complying with all
federal and state requirements concerning fair employment and employment of people with
disabilities, and concerning the treatment of all employees without regard to discrimination
by reason of race, color, religion, sex, national origin, or disability.
9. If, through any cause, the CONTRACTOR shall fail to fulfill in timely
and proper manner the obligations under this agreement, the DEPARTMENT shall there
upon have the right to terminate this contract by giving written notice to the CONTRACTOR
of such termination and specifying the reason thereof and the effective date thereof. In that
event, all finished or unfinished documents, data, studies, surveys, drawings, maps, models,
photographs, and reports prepared by the CONTRACTOR shall, at the option of the
DEPARTMENT, become its property, and the CONTRACTOR shall be entitled to receive
just and equitable compensation for any satisfactory work completed on such documents
and other materials. The CONTRACTOR shall not be relieved of liability to the
DEPARTMENT for damages sustained by the DEPARTMENT by virtue of any breach of this
agreement, and the DEPARTMENT may withhold payment to the CONTRACTOR for the
purpose of set off until such time as the exact amount of damages due the DEPARTMENT
from such breach can be determined.
10. This contract may be terminated by either party upon thirty (30) days
notice given in writing by one party to the other. If the contract is terminated, all finished or
unfinished documents and other materials shall, at the option of the DEPARTMENT,
become its property. Termination of the contract by the CONTRACTOR shall not prohibit
the DEPARTMENT from seeking remedy for additional -costs consequential to the
termination, which are incurred by the DEPARTMENT. If the contract is terminated by the
DEPARTMENT as provided herein, the CONTRACTOR will be paid in an amount which
bears the same ratio to the total compensation as the services actually performed bear to
the total services of the CONTRACTOR covered by this agreement; for costs of work
2 of 5

CONTRACT NO. D06024
performed by subcontractors for the CONTRACTOR provided that such subcontracts have
been approved as provided herein; or for each full day of services performed where
compensation is based on each full day of services performed, less payment of
compensation previously made. The CONTRACTOR shall repay to the DEPARTMENT any
compensation he has received which is in excess of the payment to which he is entitled
herein.
11. The parties to this contract agree and understand that the payment of
the sums specified in this contract is dependent and contingent upon and subject to the
appropriation, allocation, and availability of funds for this purpose to the DEPARTMENT.
12. The CONTRACTOR shall hold and save the State, its officers, agents,
and employees, harmless from liability of any kind, including all claims and losses, with the
exception of consequential damages, accruing or resulting to any other person, firm, or
corporation furnishing or supplying work, services, materials, or supplies in connection with
the performance of this contract, and from any and all claims and losses accruing or
resulting to any person, firm, or corporation that may be injured or damaged by the
CONTRACTOR in the performance of this contract and that are attributable to the
negligence or intentionally tortuous acts of the CONTRACTOR provided that the
CONTRACTOR is notified in writing within 30 days that the State has knowledge of such
claims. The CONTRACTOR represents and warrants that it shall make no claim of any kind
or nature against the State's agents who are involved in the delivery or processing of
CONTRACTOR goods to the State. The representation and warranty in the preceding
sentence shall survive the termination or expiration of this contract.
13. Any CONTRACTOR receiving at least $15,000 but less than $500,000
in state funds from the DEPARTMENT within any fiscal year is required to file with each
funding state agency a sworn accounting of receipts and expenditures of state funds in the
format approved by the State Auditor. This accounting must be attested to by the
CONTRACTOR fiscal officer and one other authorizing officer of the CONTRACTOR. This
accounting must be filed with each funding state agency within six months after the end of
the CONTRACTOR'S operating year. If the CONTRACTOR receives STATE funds of
$500,000 or more during its fiscal year, it must file with the State Auditor and each funding
agency its audited financial statements in accordance with the standards and formats
prescribed by the State Auditor in Memorandum NGO -2 "Grantee Audit Reports." If the
CONTRACTOR receives $500,000 or more in FEDERAL awards during its fiscal year from
any source, including federal funds passed through the State or other grantors, it must
obtain a single audit or program - specific audit conducted in accordance with the Federal
Office of Management and Budget's Circular A -133 "Audits of States, Local Government
and Non - Profit Organizations." If the above amounts are not met by one single funding
agency, but rather any combination of funding agencies, then the appropriate reports shall
be sent to the Office of the State Auditor and to the DEPARTMENT. Also, a corrective
action plan for any audit findings and recommendations must be submitted along with the
audit report or within the period specified by the applicable OMB Circular or Memorandum.
14. The DEPARTMENT may, from time to time, request changes in the
scope of the services of the CONTRACTOR to be performed under this agreement. Such
changes, including any increase or decrease in the amount of the CONTRACTOR'S
compensation, which are mutually agreed upon by and between the CONTRACTOR and the
DEPARTMENT, shall be incorporated in written amendments to this contract.
15. Any information, data, instruments, documents studies or reports given
to or prepared or assembled by the CONTRACTOR under this agreement may be published
by the CONTRACTOR or its employees, or distributed by the CONTRACTOR to any other
individual or organization. Prior to entering into an agreement to publish, or prior to
3 of 5

CONTRACT NO. D06024
publishing, the CONTRACTOR or its employees shall give the DEPARTMENT a reasonable
opportunity to review any such proposed publication solely for the purpose of determining if
the DEPARTMENT wishes to be given credit for its funding role in the preparation of any
such information, data, instruments, documents, studies, or reports. If the DEPARTMENT
determines that it wishes to be given credit, then CONTRACTOR shall take all necessary
steps to assure that credit is given by the publisher. Otherwise, the CONTRACTOR may
proceed to enter into any agreement to publish, or may publish, but shall not acknowledge
any participation by the DEPARTMENT.
16. The CONTRACTOR shall ensure that all publications produced as a
result of this contract are printed double -sided on recycled paper.
17. Upon the entering of a judgment of bankruptcy or insolvency by or
against the CONTRACTOR, the DEPARTMENT may terminate this agreement for cause.
18. Neither party shall be deemed to be in default of its obligations
hereunder if and so long as it is prevented from performing such obligations by any act of
war, hostile foreign action, nuclear explosion, riot, strikes, civil insurrection, earthquake,
hurricane, tornado, or other catastrophic natural event or act of God.
19. The CONTRACTOR shall not assign or transfer any interest in this
agreement.
20. No reports, maps or other documents produced in whole or in .part
under this agreement shall be the subject of an application for copyright by or on behalf of
the CONTRACTOR.
21. The place of this contract, its situs and forum, shall be Wake County,
North Carolina, where all matters, whether sounding In contract or tort, relating to its validity,
construction, interpretation and enforcement shall be determined.
22. The State Auditor shall have access to persons and records as a
result of all contracts and grants entered into by State agencies or political subdivisions in
accordance with General Statute 147 -64.7. The Contractor shall retain all records for a
period of three years following completion of the contract or until any audits begun during
this period are completed and findings resolved, whichever is later.
23. The CONTRACTOR agrees that he shall be responsible for the proper
custody and care of any State owned property furnished him for use in connection with the
performance of his contract and will reimburse the State for its loss or damage.
24. Jeff Jurek is designated as the Contract Administrator (project
administrator) for the State. However, any changes in the scope of the contract which will
increase or decrease the CONTRACTOR'S compensation shall not be effective until they
have been approved by the DEPARTMENT Head or Authorized Agent.
4 of 5

CONTRACT NO. D06024
IN WITNESS WHEREOF, the CONTRACTOR and the DEPARTMENT have
executed this agreement in four originals, one (1) of which is retained by the
CONTRACTOR and three (3) of which are retained by the DEPARTMENT, the day and year
first above written.
TOWN OF RIVER BEND
John R. Kirkland
Typed Name
Mayor
Title
WITNESS:
1
Si nature
Approved as to Form:
Attorney General of North Carolina
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL
RESOURCES
lliam G. Ross, Jr., Secretary
Director/Division of
Purchase & Services
By
/D6pAr-MMrHeadVSjgnature
or Authorized Agent
WITNESS:
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ORIGINAL
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SCOPE OF WORK
A. Introduction
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 Trent River
Drainage area, which includes the Town of RIVER BEND (TORB). 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 scope of work (SOW)
will be used to develop a Memorandum of Agreement (MOA) between EEP and TORB
for a Stonmwater BMP to be located on property owned by TORB.
B. Background
The purpose of this SOW is to define and set forth the responsibilities of TORB and EEP
for the 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. Maintenance of the Stormwater BMP to ensure proper
function will be the responsibility of TORB and no monies will be paid to TORB. The
Stormwater BMP will be constructed on a parcel of land located near the intersection of
Plantation Drive and Shoreline Drive in River Bend, Craven County, North Carolina.
The project site is identified as PIN # 8- 201 -040 in the Craven County Register of Deeds.
The Project is intended to enhance water quality within the Trent River Drainage Area
(Cataloging Unit # 03020204, Hydrologic Unit 03020204010100) 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 RIVER BEND PROJECT STATEMENT, a copy of which is attached
hereto as ATTACHMENT 1. It is anticipated that the Stormwater Wetland BMP will
reduce Total Nitrogen discharges from the 115 acre sub - watershed by approximately
40%, or 194 pounds per year, and Total Phosphorous discharges by approximately 35 %,
or 26 pounds per year.
C. Scope of Work
Tasks and Responsibilities for TOWN OF RIVER BEND
The Project is located entirely on property owned by and within the jurisdiction of
TORB.
The primary responsibilities of TORB during and after construction of the Project will
be:

ATTACHMENT
1. To work cooperatively to develop and implement a design plan that is agreeable to
both entities. 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.
2. To provide a designated contact person from TORB to coordinate and review all
aspects of the Project with EEP and its contractors or consultants. TORB will
respond in writing to any Project approval request within thirty (30) days frow. the
date of request. If TORB fails to respond within thirty (30) days of the request, the
request will be deemed approved by the TORB.
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. TORB 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.
6 TORB will submit a Stormwater BMP maintenance and inspection report to EEP
every two (2) years for a period of thirty (30) years at no cost to EEP.
TORB will maintain the Storinwater BMP to ensure functionality for a period of 30-
�v years at no cost to EEP.
Tasks and Responsibilities for Ecosystem Enhancement Program
The primary responsibilities of EEP during and after this project will be:
1. To work cooperatively to develop and implement a design plan that is agreeable to
both entities. 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.
2. To design and construct the stormwater BMP at no cost to TORB.
3. To consult with TORB's designated contact person and/or Public Information Officer
and staff prior to issuing news releases relating to the Project.

ATTACHMENT
Lsr
4. To meet with TORB staff to review and assess the project's progress, as specified
in Section 3, item No. 5 of this SOW. A minimum of four (4) meetings will be held
with TORB 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. TORB agrees to maintain the constructed
Stormwater BMP site for a 30 -year period and submit site maintenance and inspection
reports to EEP every two (2) years for a period of thirty (30) years following completion
of the construction phase of the project.
E. Limitations
1. The MOA will not transfer the ownership of the land or the management and
maintenance responsibilities for the Project from TORB to EEP. All provisions of the
MOA will be consistent with such understanding.
2. If either party fails to perform or comply with any condition of the 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 the 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.
3. The failure of either party to insist on strict performance of any condition of the MOA
shall not be construed as a waiver of the right to insist on the performance of that
condition in any other instance.
4. The 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.

ATTACHMENT 1 ATfACHWEM"
RIVER BEND PROJECT STATEMENT
Site Location
River Basin: Neuse
CU: 03020204
14 -digit HU: 03020204010100
County: Craven
Municipality: River Bend
Receiving Water: Unnamed tributary to the Trent River, 27- 101 -(31); 030411
DWQ Classification *of Receiving Water: Trent - SB Sw NSW
Use Support Rating for Receiving Water: Trent - FS
(See attached site location map, Figure 1)
Watershed Description
Drainage Area: 115 acres
Soils: Mostly Conetoe; Some Tarboro, Goldsboro, Udorthents, Masontown
Land Use: Primarily 1/z acre residential, with some golf course and commercial
areas
Average Watershed Slope: 1.5%
Pre -BMP Nutrient Loading Estimate: TN- 4841b /yr, TP- 751b /yr
(See attached watershed view, Figure 2)
Site Description
Current Property Owners: Town of River Bend
Owners Willing to Cooperate: Yes
Land Area Available: 0.8 acres
Accessibility: Accessible from Plantation Dr.
Site Constraints: There is a 6 inch water line running through the middle of the
available area, 5 -6 feet deep
(See attached site layout, Figure 3)
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BMP Recommendation
Type of BLIP Recommended: Stonmwater treatment wetland
Approximate BLIP Surface Area: % acre
Permits Required: None expected (note: existing BMP being altered, drains to
tidal water)
Post -BMP Nutrient Export Estimate: '1 N- 291 lb /yr (40% reduction), TP- 49
lb /yr (35% reduction)
Project Notes: This site was selected because it will treat a large, fully developed
watershed. There is currently an undersized, under - performing BMP at the site
that can be expanded and modified for improved water quality benefit to the
receiving water. The current property owner (Town of River Bend) is strongly
supportive of the project.
A stormwater treatment wetland would work well in the area because of a
consistent water source from the large watershed. The visual appeal of a wetland
is a significant benefit as the site is heavily trafficked. The BMP could likely fit
on one side of the existing water line crossing the site, but it could easily expand
to another cell on the other side of the line since the line is so deep.
NCSU strongly recommends this site. It is a rare opportunity to find a location in
the Neuse River Basin that can treat 115 acres at such a low cost, with property
owner cooperation.
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Figure 2. Watershed View
44
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N Watershed Size -115 acres
A 1 inch = 500 feet Content - Mostly 1/2 acre residential,
some golf course, commercial
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Figure 3. Site Layout
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