20130701 Ver 1_BMP Summary_20130814

EEP NUTRIENT OFFSET
PROJECT SUMMARY
River Bend BMP
Stormwater Wetland
EEP #668
Synopsis
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 reduuctiori of '1L'otaIl 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

Project Participants
Source Agency:
Project Management:
Designer:
Construction:
Landowner:
BMP Management:
BMP Design Parameters
BMP Type:
Watershed Area:
Watershed Description
Percent Impervious:
BMP Storage Volume:
Max Storm Depth Capt
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
ured: 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)
785.4 lbs
Property Protection & Maintenance
Property Protection Method: The State of NC has a contract /Memorandum of Agreement with the
Town of River Bend that requires them to operate and maintain the BMP for a minimum of 30 years.
Maintenance: Town of River Bend is to conduct regular maintenance /inspections and submit
reports to EEP every two years.
Attachments:
• Project Statement (Site location map, watershed map)
• Memorandum of Agreement with the Town of River Bend
• Project Plan Sheets
• Nutrient Reduction Calculations
• Red -lined construction drawings (no formal as- builts were produced)
• Letter from the Town regarding maintenance and inspections
• Photos
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 '/z acre residential, with some golf course and commercial
areas
Average Watershed Slope: 1.5%
Pre -BMP Nutrient Loading Estimate: TN- 4841b /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)
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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
lb /yr (35% reduction)
TN- 291 lb /yr (40% reduction), TP- 49
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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COMRATIVE
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Figure 2. Watershed View
N Watershed Size - 115 acres
A Content - Mostly 1/2 acre residential,
1 inch = 500 feet some golf course, commercial
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Figure 3. Site Layout
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Memorandum of Agreement

A74LA..
NCDENR
INortl �Ffr °oli;;� �op0r����t;�� Environment and Natural RoSG-UrCeS
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
MB/mw
cc: Sharon Jones, DENR -EEP
Controller's Office
One
1605 Mail Service Center, Raleigh, North Carolina 27699 -1605 NofthCarohna
Phone: [phone] FAX: 919 - 715.06841 Internet: www. admin. enr.state.nc �Vaturally
An Equal opportunity ! Affirmative Action Employer -50% Recycled 110% Post Consumer Paper

CONTRACT NO, 006024
STATE OF NORTH CAROLINA CONTRACTOR'S FEDERAL I.D.
COUNTY OF WAKE
56- 1291141
CFDA CODE: NIA
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. None 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
3of5

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 N0, 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
avor
WITNESS:
Title
1
Si nature
Approved as to Form:
Attorney General of North Carolina
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL
RESOURCES
illiam G. Ross, Jr., Secretary
Director /Division of
Purchase & Services
By
Depar t"Head' Signature
or Authorized Agent
WITNESS:
ignature
ORIGINAL
5of5

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 Stormwater 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
TORE.
The primary responsibilities of TORB during and after construction of the Project will
be:

A
ATTACH MENT-A
To work cooperatively to develop and implement a esign plan that is agreeable to
:7 0
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 frorn 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.
TORB will submit a Stonnwater 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 Stormwater BMP to ensure functionality for a period of 30-
Y
ears at no cost to EEP.
Tasks and Res onsibilitles for Ecas stun Enhancement Pro ram
The primary responsibilities of EEP during and after this project will be:
I . 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.

ATTAfC,HMENT_A,,_
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 A reement
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 Iand 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
RIVER BEND PROJECT STA'T'EMENT
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 1/2 acre residential, with some golf course and commercial
areas
Average Watershed Slope: 1.5%
Pre -BMP Nutrient Loading Estimate: TN- 484 lb1yr, 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)
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112

BMP Recommendation
Type of BMP Recommended: Stormwater treatment wetland
Approximate BLIP Surface Area: !/4 acre
Permits Required: None expected (note: existing BMP being altered, drains to
tidal water)
Post -BMP Nutrient Export Estimate:
lb /yr (35% reduction)
TN- 291 lb /yr (40% reduction), TP- 49
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
N Watershed Size - 115 acres
1 inch = 500 feet Content - Mostly 112 acre residential,
some golf course, commercial
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, 41M
7n
CD
ZT,
Cl)
CD
cr
0
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c
CD
CL
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0 . -V�
, 41M
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r

Plan Sheets

0-
'cosystel 111
iolo9i 18
ea unrai
Enei ring
m� m
COOPERWIV'E
dVNVNMCik e"ENSION
EEP Contacts
Kriste Corson Project Manager
919.7151954
Lin Xu Review Coordinator
919.715 7571
NCSU BAE Contacts:
Ryan Sm th Desgn /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 Wetland
Craven County
45 Shoreline Dr.
River Bend, NC 28562
Parking
A/
9
Plnygrountl �n
Qrb
Ritter Fieltl
Disturbed Area - 0.9 ac.
Site Map
Index of
Sheets
1
Cover
2
Site Grading
3
Details
(1)
4
Details
(2)
5
Details
(3)
J
y
A
Vicinity Map 35.07° N 77.156 W

Erosion and Sediment Control
Filter fabric will be laid over the --
crest of the existing wooden
outlet structure. The designer
MR then attach a piece of ply
wood to the structure with large
holes cut in it. Washed 57 stone
MR 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 3 :L, cover with straw and
tack the area. Use ProPlus
Tack Down or similar alternative
(to be approved by designer), Ritter Field
mixed 70% water, 30% Tack ➢own
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
SL50BN erosion 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
30 0 30 60
Note All elevations in plans
relative to designer's benchmark
' V
q'
be la t wood st and mo ti
be left In place and nodlfled
96° CMP by designer
invert 97.21'
U A
A�
Q�
2�
Q n0
h
36° RCP
A
]nvert 99.38'
99.2'
9i A, P'
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 soil 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 3 :1 slope, pools to a
2 :L 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)
Drawn by: RAS Scale
Designed b RAS Date: 10 /2005
W 9 y H: 1' = 30' Sheet 2
A w eo"eanTUwE Reviewed b WFH, KLB File Name: nver_bend.dwg
AIMM EXT @M61QW =" y' V. N/A I'il r ^f i , ^JM =II r

99,00
98,00
97,00 —
96,00 —
95,00 —
DATUM ELE V
94.00 0,00
GROUP BOTTOM
SECTION A-A'
Wetland Profile
Wetland ho I I on
d pool elevation - 9e 7'
Normal pool elevation - 98 L'
20,00 40,00 60,00 80,00 100,00 120,00 140,00 160,00 180,00 200 ,00
Scale
H: 1 = 30'
V: 1 3'
Material. Estimates
Water Lily - 9
Spatterdock - 9
wPickereLweed - 555
.Lizard's tail - 455
.Arrow arum - 455
.Duck potato 355
-Rush - 450
xWooLgrass - 450
-Soft s tem bulrush - 455
.Marsh mallow - 20
Cardinal Flower - 35
.Pink fetterloush - 15
.Sweet pepperlou s In - 5
w480 cy OF so![ applied to Ritter
Field
.Centipede seed - for 213 ac
:Straw - for 213 ac
Tacking - 1 c ase (5 gal. total)
.Erosion control blanket - 6 100'
roles, standard width
-Staples - 1 100. OF 1000
.Organic Amendment - 65 cy
.Fertilizer - For 7200 sF
:57 stone - 700 Llos (1/2 ton)
FIL t er fabric - 100 sF
Planting
.In deep pools plant water Lily and
spatterdock, 2 each per pool.
.In elevations g 7.95-98.2' plant
pickereLweed (Pontederia cordata),
Lizard's tail (Saururus cernuus), arrow
arrum (PeLtandra virginica), duck
potato (Sagittaria LatiFolia), rush
(Juncus effusus), woolgrass (Scirpus
cyperinus), soft stem bulrush (Scirpus
vaLidus). Plant an 18' centers in
groups of 7-10 and randomize the
groups
.On banks, around elevation 100', plant
cardinal Flower (Lobelia cardinalls),
marsh mallows (Hiloiscus moscheutas),
pink fetterloush (Lyonia lucida) and
sweet pepperloush (CLethra alnifoLia)
spaced around 4' apart.
.Fertilize within 24 hours OF planting
with no imminent rainfall using 10-10-10
at 20 llos per 1000 sF.
Drown by: RAS
Designed by: RAS Date: 10/2005
COOPIRATIVE, Reviewed by: WFH, KLB File Name: river—bend.dwg
Planting Zones
ter /Shallow land
plants
pool I'loni,"
m j1plon') IJ ''I'l"
lho.11ovv wo.te
.r/ shoAlow land
plants uv!U he plan lard ro.ndomly
within the shown are.o. o.nd wilil
re.disarlioute. o.nd riti-lin
na, haroAly.
N.T.S
Scale:
See details �id i Sheet 3
PI'Vor R � K

Sediment and Erosion Control Structure
Fitt— fabrc MLL be placed over the plyxood
and an the s round, an each s ide of td
Washed 5] tone ILL then be placed n the
3/4' plyxood Fabrc — each 'id.
EL. 99.3'
1.25' hales
N.T.S
Scale:
1" = 50'
Disturbance Limit
Parking
A�
Q7
Playgroup nQ
Ritter Field \,
yF
Disturbed Area - 0.9 ac.
" — Drawn by: RAS ( l 1,�
Designed by: RAS Date: 10/2005 Scale: Sheet 4
dTIV � � � File Name:river_bend . dw 1,
�CO4PENM7gYL Reviewed 6y: WFH, KLB 9 See details I'iii � I'i l l N "il"u�i"I
IIX7AIM &IOM "
I i L�r 17 I I I I'.: I

NORTH
AMERICAN
GREEN
Pmduc[s
Guaranteed ,
14649 HIGHWAY 44 NORM
-, IN JJ25
WO -JJ2 -2(140
nc9rcen.cam
Erosion Control Blanket
SLOPE INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING MY NECESSARY APPUCATON
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 ME SLOPE BY ANCHORING ME RECPS IN A 6" (15 CM) DEEP X 6" (IS CN1 WIDE TRENCH
WITH APPROXIMATELY 12' (30cm) OF RECP's EXTENDED BEYOND ME UP -SLOPE PORTION OF ME TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAP LES /STAKES APPROXIMATELY 12' (30 CM) MART IN ME BOTTOM OF TILE 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 ME WIDTH OF THE RECP's.
3. ROLL ME RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST ME SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES
IN APPROPRIATE LOCATI ONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM` STAPLES /STAKES
SHOULD BE PLACED THROUGH EACH OF ME COLORED DOTS CORRESPONDING TO ME APPROPRIATE STAPLE PATTERN.
4. ME EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP'e TYPE.
5. CONSECUTIVE RECP'e SPLICED DOWN ME SLOPE MUST BE PLACEO END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (J.5 CN) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) MART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
-IN LOOSE SOIL CONDITIONS, ME USE OF STAPLE OR STAKE LENGTHS GREATER MAN 6' (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE ME RECP's.
NORTH
AMERICAN
GREEN
- 3 (, om) I -
s' lo 1-1
-
O O
1.15 STAPLES PER SO, YD.
(1.35 STAPLES PER S0, M)
O
-) Q('j�' 2 ° m
T200 (0 -)
O O O
O O
3.4 STAPLES PER 50. 2.
(4.1 STAPLES PER S0. M)
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
OO
O
0J 57APLE3 PER 50. YD.
(O.S STAPLES PER S0. M)
s ros -)
2 (0.6m)
-) -0 O
O
1.7 STAPLES PER S0. YD.
(2.0 STAPLES PER S0, M)
O
a (1.2 -)
-
O O
-11 ' 10.25-)
O
Q Q.
P.5 -P
0
0
3 ]5 STAPLES
(4.5 STAPLES
PER SO. YD.
PER S0. M)
' %" _ �......... Drawn by: RAS Scale: r ` I t e
AMM Designed b RAS Date: 10 /2005 N =I rr Sheet 5
9 Y H: N.T.S
C'G'GPiRplffdYi a Reviewed b WFH, KLB File Name:river_bend . dwg
Y V: N.T.S I ,i .,V
IE,IC1EIhYSY/IM i 1S I:. IIx m 1 I ;
mm

Design Calculations

Tar - Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 8/8/2013
Introduction
The set of Nvorksheets included in this file will enable stormwater permit applicants to comply with, and local
governments to administer, the nutrient loading requirements of the Tar - Pamlico StormNvater Rule, 15A NCAC
213 .0258. The file contains a set of Nvorksheets for estimating nitrogen and phosphorus export from a
development project prior to and following development, and following the installation of best management
practices (BMPs) on the development. Supporting information on the design of the Nvorksheets can be found in
the document, Tar- Pamlico River Basin: Model S'tormwater Program for Nutrient Control, available from local
governments implementing the stormwater rule and the NC Division of Water Quality staff contact for the Tar -
Pamlico nutrient strategy, in the Nonpoint Source Unit of the central DWQ office, Raleigh, NC. The
information may also be downloaded from the Division of Water Quality's Tar - Pamlico web page at
http:// h2o. enr.state.ne.us /nps /tarpam.htm.
This file contains Nvorksheets with the following elements:
1. Definitions of Land Use Terms Used in Spreadsheets (this page)
2. Residential Worksheet when Footprints are not Shown (1 pg.)
3. Export Calculation Worksheet for Coastal Plain Communities (1 pg.)
4. BMP Removal Calculation Worksheet for Coastal Plain Communities (3 pp.)
Definitions of Land Use Terms Used in Spreadsheets
Transportation impervious: The portion of the development that is taken up by roads, driveways, parking
areas, Nvash pads or any other facility designed for vehicular use, maintenance or storage. Transportation
impervious includes areas covered in pavement, gravel, pavers and dirt.
Roof impervious: The portion of the development that consists of roofs of buildings and garages that serve
single - family homes. Commercial parking garages shall be considered as transportation impervious.
Managed pervious: The portion of the development that consists of vegetated areas that the landowner could
manage by moNving, logging, applying fertilizer, etc. Although residential development may include pervious
areas that are initially undisturbed, these areas must be considered as managed pervious (instead of Nvooded
pervious) unless they have conservation easements or another mechanism to insure they will not be managed.
Also, the land in Zone 2 (the outer 20 feet) of a protected riparian buffer must be considered as managed
pervious area unless it is protected by a conservation mechanism.
Wooded pervious: The portion of the development that consists of forested areas that are permanently
protected by a conservation easement or other binding conservation mechanism. Also, wetlands and the land in
Zone 1 of a protected riparian buffer (the first 30 feet adjacent to a stream) may be considered as Nvooded
pervious area.

Tar - Pamlico Stormwater Rule 15A NCAC 2B .0258
Last Modified 8/8/2013
Residential Worksheet when Footprints are not Shown
Use this worksheet when building footprints are not known to determine the acreage in each of the four categories -
transportation impervious, roof impervious, managedpervious, and woodedpervious - in the development. You
will need these acreages for both the "Export before BMPs" and "Export after BMPs" worksheets. For the
"Export after BMPs" worksheet, you will need to subtract the acreage occupied by BMPs from the managed
pervious acreage produced by this worksheet. Also for the "Export after BMPs" worksheet, if the development
contains more than one catchment, use this worksheet for each catchment.
Project Name:
Date:
By :
Directions:
> In the two green spaces in the box below, enter the average lot size and the percent of the right -of -way that is
impervious within the development.
> In the table below, for the type of land cover listed for each column, enter acreages in the green boxes beneath.
> In the "Lot Area" column, be sure to enter acreage within lots that is protected by a conservation easement, the Tar -
Pamlico buffer rule, or ivetland rules in the green box in the lower lefthand corner (enter "0" if there is none). If lots
are drawn to exclude protected lands that are part of the total development acreage, enter the acreage of those protected
lands as wooded pervious in the "Community Areas" column.
> The spreadsheet will compute all values in the light blue shaded boxes.
> NOTE: In the "Community Areas" column, v ou will need to ensure that the various component acreages sum to the
value in the "TOTAL" box at the top. The spreadsheet will not correct for inconsistencies. Any inconsistency between
the total value and the sum of individual acreages will carry over to column (5).
Average lot size = 0.5 ac (Must show building footprints if lot size < 0.13 ac.)
% impervious in right -of -way = 50 %
...........................
:( k} .:.:. :.:.:.:.:.:.:.:.:.:�2):.:.:.:.:
..........
:.:.:.:.:(3j:.:.:.:.:
.....................
:. :.:.:.:(4�:::::::::::::::::.
{):
Type 4L•antf 1'b er; :::::::::::
Lot:arCfl::::::
:RigYit =gf� 'a- area;
:�`riiriiriairit }':Hieas ;
:: S:urri cif 0.616 - ri
:::(aEj::::::::
................
.................
TOTAL
80.30
15.30
19.40
115.00
:Tj 4fiS]pX►Xiiltln11:1]1]PC vi0i6 ::
9.97
7.65
1.15
18.77
Rnf itiipexigU
6.61
0.50
7.11
lVian ged:e:i�iu§ :
63.72
7.65
17.45
88.82
ieX� j�us::::::::
0.00
0.30
0.30

Tar - Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 8/8/2013

Tar - Pamlico Storm water Rule 15A NCAC 2B .0258
Coastal Plain of the Tar - Pamlico River Basin:
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Last Modified 8/8/2013
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Proj eet Name:
Date:
By: Checked By:
Directions (same for pre - development and post - development tables):
Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
Compare total areas of development in pre- and post - tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
�� Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must
be included in the acreage values and treated.
Pre - development:
:::: O :::::::::: ::::::::::2):::::::::::(3}:::::
::::::O::::::
::::: 5)::: ::::::::(
:::::::::::(7):::::
i 4e gt:L'aiia:Coyei
:Area :
:S.IVT Iiairriuli
Avei�iwe EMC
- : Coluinii- : -
:AverAgg :EMC
Cbliinin: - :
acmes ::
0:31G + 9:1 L'
uf: tN in6fL
• 2): *: 3 4
: ut E ht� >
: 2 3.4.6
lrspUrtn.UiyiiviouS
2.60
0.19
. :Ruirf i]iiliel,�:iotis;
1.95
0.11
Maiia�ed derv. pir:
la�n7anilscz�' . c�
1.42
0.28
::: M� vo~ded ikr,eibtis:::::: :
• c. o- 1 u►d
4.23
1.23
hii iaecl ppr, ioiic
2.04
0.62
: wao'deil.pei-yl�ius::: , : , : ,
0.95
0.14
................
:1 LaCEibii �fri ei yioiis:
.......
.......
JN �L4adlu�
........
::: T1':Lkiaiiig
.�.:.:.
................
Toliil -A ea:of b Ce t;liifiierit -.::
...............
: T1�T:>� jr :Cbefl:
: TP:EaIi ;Cpeif.
::.(lbiaC %r):=
Post - development:
............................
. . . . . :
: (�)
...............................
:T1pe Laitd Coiei:
:Ar• i :
:S.lv> >F61?ni. .
.Ak-.e �c 11MC
: C�liiIna.:
.. 40 �e:Fmc. ::::Coluinii;
, ;
: •acmes • :
0:51 � 9.1:h :
: o:f:TN • in, FYQ :
2.: *: 3 4 :
:of TP' ni6 > :::
::^ 3 :' 6
: •Triig, oekit;ibn:ithliein;iirUs : ; :
2.60
0.19
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
Ro'uf. irhl.io�ts; : ; :
1.95
0.11
ManagedZei �ibits.:::
1.42
0.28
WAoded.
0.94
0.14
:F> aC4iuix Iiri ei'i76AS:
. .TN I:�acli. 9
: T.. . .iil.
(ll... r }=
::: (1bl�rX
:TIiT Es1r :CbefT
:)'ly:t0 ;Cpeff.
.T. . . et. .Ile exopii[ent -: :
.
:.(1biaC /•:i): r
:(lla �cJ.v>)
Note: The nutrient loading goals are 4.0 lb ac yr for IN and 0.4 lb ac yr for TP. If the post - development nutrient
loading is below these levels, then no BMW is necessary. Otherwise, the next worksheet calculates
post - development IN and TP loadings after BMPs are installed.

Tar - Pamlico Stormwater Rule 15A NCAC 2B .0258
Coastal Plain of the Tar - Pamlico River Basin:
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Last Modified 5/23/03
BMP Removal Calculation Worksheet (Automated)
Project Name:
Date:
13v: Checked BN
Directions:
� It may be advantageous to split the development into separate catchments to be handled by separate BnIPs. 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 ofs;ite is routed separately around or through the site, the ofs;ite 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 NT TN and 0.4 lb ac NT TR
select BnIP(s) from the list for
treating the catchment runoff. Enter the chosen BnIP(s) nutrient removal rates in the green blanks. If more than one BnIP is to be
used in series, the combined removal rates will be calculated automaticath, 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 yon
established in the pre -BnIP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
• :� . . . . :TJ'::::
. . . . . . . . . . . . .
. . . . . . . . . . . . .
Desk i t,~gcl��rl:::::::::
BMP ' :��`e't;1leten'tion Poillf ::: 25 40
NC BAIP Alanual
Nutrient :: �i4r °nrs,, :fit °etiagd : : 40 35
NC BAIP Alanual
Removal : ' Sa" Filter . . . 35 45
NC BAIP Alanual
Rates : 'Biure'tention: ' : ' : ' : 35 �
NC BAIP Alanual
Grass:Sivales 20 20
NC BAIP Alanual
:veget. led:F.ilter:S&ip tiff /.
20 35
NC BAIP Alanual
1 evel:Spreader:
::pit:�etegtipri:::::: 10 10
NC BAIP Alanual
Catchment 1:
Total acreage of catchment I = 115 ac
First BnIP's TN removal rate = 40 ° o First BnIP's TP removal rate =
35 ° o
Second BnIP's TN removal rate = ° o Second BnIP's TP removal rate =
° o
Third BAIP's TN removal rate = ° o Third BAIP's TP removal rate =
00
TOTAL TN REI\IOy 'AL RATE = 40 °'o TOTAL TP REI\I(_)\'AL RATE =
35 °'o
::::0) .. :::::::::
. :::O::::
::•:•( 3�:• :•:•:•'•'i4�:•:•:•:•:•:(5)•:•:•
•' '•:�6)•:•:•:
:•:•�Z):•:•:
T} r� of 4'14(4 C'otel'.: - : - :
- C'fLlOnlegti
szNI; Covyma l
:1ter ?ge. 1t1C; ::::
E'piUpU? :
A,''8i•age'E :
::C'olumtX
:;rre :r
.b:�k +:9•lY
4T n L.*
3: *'
:4TP:n? /::
z::3:G:
:: T .rains.pp-tation:inipervious:::
18.77
2.56
2.60
124.80
0.19
9.12
::I2o�f 1ptpe }.1o�s :::::::
7.11
2.56
1.95
35.45
0.11
2.00
Itl5n5ged :rei•yiouv ::: • : •
88.82
2.56
1.42
322.59
0.28
63.61
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
"ooxlexl:per�ious:::
2.56
0.94
0.00
0.14
0.00
0.30
2.56
1.95
1.50
0.11
0.08
Fi action:Ifinpewioirs:(i) _::::
0.23
• :'eFBIP TN:
484.33
:: PI'e:BIp.11'
74.81
•I o$il (IU /n l3 =
:: I aC (IbtyC)=
:. eta7 Area of Devel trierit: =; :
115.00
P�••e= BNIP:TN•
4.21
• : •Pre =BLIP .
0.65
.
Ezgurt:(1bFic }'r}
E�noi t Itb%ae /ai
:PBtiTst- N
l?ost -BAIIV TP
L.oid' {Ib /vij=
290.60
:Lmut�I�lcc):=
48.63
::l?bst:B1tIPTN
Past:B1tlP•1.
2.53
0.42
llor't:(j4�licY }`�
Ey irit(Ili /�7cA

Tar - Pamlico Stormwater Rule 15A NCAC 28 .0258
Last Modified 5/23/03
Catchment 2:
Total acreage of catchment 2 = ac
First Bn4P's TN removal rate = ° o First Bn4P's TP removal rate = ° o
Second Bn4P's TN removal rate = ° o Second Bn4P's TP removal rate = ° o
Third BA4P's TN removal rate = ° o Third BA4P's TP removal rate = ° o
T(_)TAL TN REI\IO \'AL RATE = 0 °'o T(_)TAL TP REI\I(_) \'AL RATE = 0 °'o
• T..:re of I acid Co«i•• :
Ctitchnierit•
S31: Eorinidai
:1i'errge;E1tIC': ;
: ; :C'olunin : •
• �ierage EBIG :
: •C'olum+i -
: crew 'e
'0:�1 +:9.14)-
of TN •u•'L -:
2 (3:* #:
: �of-TP: ni•li ::
'2:# ,1 : *: G.:
Tr:aigsfEoilatioh•ihipe�vipu5 : •
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
2.60
0.19
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
Rooflnirejgiouy . ; :
1.95
0.11
Man iced {rei vious : ; : :
1.42
0.28
�Vj -0eU. pe"' ipuj - ; - ; - ; -
0.94
0.14
1i•ea tal&n:u0!) }: Bi\TP: : • :
1.95
0.11
Fi Oction:Itii el i ruin• i
' . �. e. B. .TPA
. Pi e;Bb IP ; .
(1b7;rc }=
:
. }I
i}P I P
4064 Atet of fvel '- o hieit:= :
tiror:(i� Ki";}
Lzngrtirli tf.,j
: •Post- III\IP:TN•
.
: -Cosl-PPAIP:I'P
:L• . oa4 (Ili / i) _:
I oN[ flbl r %):=
:Post:. . .
: • Po t;BAIP TP
Eipoct;(]h/ac7FC
Export (M /aC!• }l )
Catchment 3:
Total acreage of catchment > = ac
First Bn4P's TN removal rate = ° o First Bn4P's TP removal rate = ° o
Second Bn4P's TN removal rate = ° o Second Bn4P's TP removal rate = ° o
Third BA4P's TN removal rate = ° o Third BA4P's TP removal rate = ° o
T(_)TAL TN REI\IO \'AL RATE = 0 °'o TOTAL TP REI\I(_A'AL RATE = 0 °'o
. :�) . .
:(2) . .
. . j
(l).:•:•:•:•:•f.
.
. ::•:•( :•:•:•
•:•:E�)
T. };pe of L uxl E
E atchinent:
S.\I: Foi ninla
: _1rer:i : EMC; :
.
; : • Coluimi
:vei•z�ge ]E-Ik ;
• :C'oliintir : -
: crew' e: -
• 0:11 -x-2.1 h :
- :of TN n� • /L) :
2 # '3 : *::
::of:TP ni' /li
2 :* .3 :* .6
;
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
2.60
0.19
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
:Rnofiurper:tious
1.95
0.11
Rlana�ged Iieriious
1.42
0.28
: - NVood;ed:p&Viohs: • : • : • :
0.94
0.14
xi•'ea:takeh.up bd.B14IP :
1.95
0.11
Fl acfion ?m ei vibti I
P
Pre: B IP:TN
: ; Pre -BI\IP TE
.(jam•:;:
:iod(lli }1) °:
Lardflhir.):=
. . . . . . . . . . . .
r I\, I.: TN
: ri e slip Tr
:Tot4 _-Vr a of I1 velepnlen[t:—
.Esport;(lb
/�m7tr.)
Eport�Klr /ac % }�)
:l?bst:B1t1P TN:
Pust:B1tIP 1 P
Eost= BitIP:TN
:Post =B SIP TE
Export:(lhhic }r
Etjroit�Eli1tc /vi

Tar-Pamlico Stormwater Rule 15A NCA C 2B .0258
Weighted A veraze of NutrieutLoadim-s from the Catchments:
. . . . . . . . . . . . . .
. . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . .
. . . .
. . . . .
'BAIIV: :
:TN-Loading:
• : :
'F]P'E ':ij
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
H
:Qatchyk, ( 1: : : : : : : : :
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
115.00
2.53
0.42
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . . . .
0.00
0.00
0.00
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . .
. . . . . . . : - : -: -: -
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
0.00
0.00
0.00
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
lbi:�-f F61i 66-F-,E6kt"T:
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
. . . . . . . . . . . . . .
11.-,.00
2.53
0.42
Last Modified 5/23/03
Note: The nutrient loading goals are 4.0 lb ac NT for TN and 0.4 lb ac NT for TP. If the post-development nutrient
loading is below these levels, then the BI\lF`s planned are adequate. Otherwise, additional BI\lF`s and or
modifications in development plans are required.

Red-lined Construction Drawings

i
A
lapel I a ��I
ericuliwnl
Eneinenrlrie
E
0-
17
WCOOPERATIVE
AMMM EXTENSION
EEP Contacts)
Krlstle Corson - Project Manager
919.7151954
Lin Xu - Review Coordinator
919.715,7571
NCSU BAE Contacts,
Ryan Snith Design /Construction
919,515 0595
Kris Bass Design
919.5M8245
Bill Hunt Design
919,515 6751
Addltional Contacts,
Charley Humphrey - Craven County Coop Ext.
252.633.1477
Ritter Field Stormwatc r We-t�anol plpophf -1
Craven County
45 Shoreline Dr,�` \R4
0L
River Bend, NC 28562
�nr
h
Playground
°no Inolex of Sheets
]. Cover
j \ 2 Site Grading
9
3 Details (1) 41,Q �
4 Details (2)
i 5 Detail Fed s C3) 11,11M
x
Ritter Field
4
I
t�
Disturbed Area - 0,9 ac
Site Map
A

Erosion and Sediment Control
Fitter fabric will be laid over the
crest of the existing wooden
outlet structure. The designer
will then attach a piece of ply 1.
t S19"
wood to the structure with large
00
holes cut In It. Washed 57 stone "Y
x
will then be placed up and clown I
stream of
the ply wood for flow
control and flltrntlonom (Betall on
A
sheet 4) 01 m- Pu:,
When
apply (centipede grass'seed to all
disturbed areas wIth's(opes less
than 3Q, cover with straw and L,
tack the area, Use ProPlus
TackD own or similar alternative Ritter Field (to he approved by designer), I
mixed 70% water, 30% TackDown
and apply liberally, slopes 3,1
or steeper (banks), apply A M
on sto .,
centipede grass seed, cover with 4//�
I
erosion control blanket and
staple, Use North American Green
S150BN erosion control blanketlor
U,,,,
similar (to be approved by 4' J--,
designer). Apply blanket per
111 —60 1
manufactures Instructions using General Construction Sequence
staple pattern A (Detail on sheet t xRembin within disturbance limits staked by designer
5). i ( Detall on sheet 4)
*implement alt erosion control measures as described In
Erosion as nd Sediment Control. section (Sheet 2)
wRemove nd discard shrubs existing on the eastern bank
Surface
face 98
Water u �; stockplie for reapplication In the wetland and Ritter fletcl
Normal Pool, Wat r Surface 982' of the existing wetland
Flood t000l Pool Water urface 9&7'
Drawdown lime r 2 days V wScrape top 6' of soll. within the disturbance limits and
area after grading Is complete
xPump 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
KExcess cut can he temporarily pied or spread on Ritter
Field, within the staked disturbance limits, with a final
*Apply �,hat will allow the field to drain
w ppty , of topsoil to all disturbed areas
30 0 3,_ 0 GO wFlne grade new wetland banks to a 311 slope, pools to a
211 slope ..Qnd- grQde we.tlanoL.JbQttcm to elevations shown
xAppiyr2 '-3' of organic amenclment-'.�to be selected by
All Oevations in pians A, I ,q design�r� To we"�Vand --bottbm
Note, I,ft Pt"', —d #Piant wet�ancl as described In Planting section (Sheet 3)
relative to designer's benchmark I 1 97 ;T �Cover disturbed areas as described In Erosion and
Sediment Control section (Sheet 2)
NCMP9,R,AT1V1
MEMO CE N ON
ANN=
Drawn by, RAS
Designed by: RAS
Reviewed by: WFH KI-B
Date: 10/2005
File Name: river—berd.dwg
Scale: S�tc, C),r-r.1c-,flrq
H: 1 30' Sheet 2
Rlttel� rk"I, wetland
V. N/A River kmd, MC

99.00
98,00
97,00
96 00
95,C0
DATUM ELEV
94.00 0.00
GROUP BOTTOM
SECTION A - -A'
Wetland Profile
Ide Llano' oot too -aad pool e�.PVat nn 98 P
I I C , _ I I Nor Gl - ,r,��l , ir,�a F [ �F-
0.,) 0 1C.0C eO CO 80,00 100.00 P0.00 140,00 1,O OD 180 00 ?00.00
Scale
H 1 - 30'
_.. _..._. -... V: 1" 3'...._.
Material Est.i!mates
WWater lily x•(7. .\
*Spatterdock -_ 1
xPickerelweed
*Lizard's tall - 455
#Arrow arum - 455
wDuck potato 355r�
N(Rush - 450
W.Woolgrass - '450,',Cy
WSoft stem bulrush - 455
wMarsh mallow - 20
wCardlnal- flower -_35,
.8
xPlnk-- fetterbush 15)
wSweet pepperbush Syr)
A480 cy of soli applied to Ritter
Field
*Centipede seed - for 2/3 ac
wStraw - for 2/3 ac
xTacking - 1 case (5 gat, total)
)KErosion control blanket - 6 100'
roles, standard width
xStaples - 1 box of 1000
KDrganlc Amendment - 65 cy
xFertl(lzer - for 7200 sf
'K57 stone - 700 lbs (1/3 ton)
wFliter fabric - 100 sf
NC@0"PIbN E
mom
/ Planting
/f )KIn deep pools plant water lity and
l spatterclock, 3 each per pool.
wIn etc vatlons 97,95 - .98.2' plant
pickerelweed (Pontederla cordata),
lizard's tall (Saururus c rnuus), arrow
w arrum (Peltandra virglnica), duck
potato (Sagittarin latifolla), rush
(Juncus effusus), woolgrass (Sclrpus
cyperinus), soft stem bulrush (Sclrpus
ill valldus). Plant on 18" centers In
Y w' groups of 7 -10 and randomize the
groups
KDn banks, around elevation 100', plant
cardinal flower (Lobella cardinalis),
marsh mallows (Hibiscus moscheutos),
pink fetterbush (lyonla lucida) and
sweet pepperbush (Clethra alnifo(la)
spaced around 4' apart
Il Fertilize within 24 hours of planting
with no imminent rainfall using 10- 1.0- -30
Drawn by: RAS
Designed by: RAS
Reviewed by: WFH, KLB
Date: 1O /2005
File Name: river_bend.dwg
P.lQntinq �Zor1es
ihallov
land
planU
,, .,,_ upland F,la� -,1� ✓/ /i i�l`
/a X
wShaUow water / shallow land
�� plants will be planted randomly
within the shown area and will
redistribute and fill -In
naturally.
N T,S
Scale: D e[ a i I s t I/ Sheet 3
See details Hitte, Eerld Wea raid
River Bend, W

Sediment and Erosion Control Structure
57 stone and
£liter fabric
Hit— fubrlc will be placed o er thls plywood
and on the ground o ach side of It.
Wnshed 57 stone will then be placed on the
3/4' plywood fabric on each side
EL. 99.3'
1.25' hales
N.T.S
NCCOOPERATIVE
WVIIVII EXTEN &ION
III ,a'l l,.�.�,u..�,
Drawn by: RAS
Designed by: RAS
Reviewed by: WFH, KLB
Disturbance Limit
Parking \ \
Playgrdun �hKq
I
l
Scale:
1 " =50'
Date: 10 /2005
File Name: river_bend.dwg
{/ Disturbed Area - 0.9 ac.
Scale: D% a I I �' ` 2 Sheet 4
See details lilt\, Field Wetland
i5,ar Bend, IVC
Plywood
Eslsting
structure
57 stone and
£liter fabric
Hit— fubrlc will be placed o er thls plywood
and on the ground o ach side of It.
Wnshed 57 stone will then be placed on the
3/4' plywood fabric on each side
EL. 99.3'
1.25' hales
N.T.S
NCCOOPERATIVE
WVIIVII EXTEN &ION
III ,a'l l,.�.�,u..�,
Drawn by: RAS
Designed by: RAS
Reviewed by: WFH, KLB
Disturbance Limit
Parking \ \
Playgrdun �hKq
I
l
Scale:
1 " =50'
Date: 10 /2005
File Name: river_bend.dwg
{/ Disturbed Area - 0.9 ac.
Scale: D% a I I �' ` 2 Sheet 4
See details lilt\, Field Wetland
i5,ar Bend, IVC

NORTH
AMERICAN
GREEN
EROSION CON'T'ROL Products
. rooted S01. UTIONS
14648 HIGHWAY 41 NORTH
EVANBALLE IN 4])25
9e00 )>2 -2040
nagn.a.
Ego >lon Cortro. Islarkc t
SLOPE INSTALLATION
NORT "H
AMERICAN
GREEN
FRS , , Lan -3o_ 1-1,
Guam..I I ;o11 PI1 s
11919 HI—AY 4 1
Jnn, L c, n
�L
' ro9,a
0
1.15 STAPLS PER so, YO.
(1 S5 5F'N'uS P, SO. M)
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'e), INCLUDING ANY NECESSARY APPUCA1*N
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" (30a OF RECP UP -SLO
'a EXTENDED BEYOND THE PE PORTION OF THE TRENCH. ANCHOR THE 01
RECP'e WITH A ROW OF STAPLE /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
PORTION F 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
3. ROLL THE RECP', (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'a WILL UNROLL WITH APPROPRIATE SIDE ^ ( )
TAPLES STAKE$ SPACED APPROXIMATELY 12" 30 CM APART ACROSS THE WIDTH OF THE ftECP'e.
AGAINST THE SOIL SURFACE. ALL RECP'a MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES STAKES )U
IN APPROPRIATE LOCATIONS H SHOWN IN THE STAPLE PATTERN GUIDE.. WHEN USING THE DOT SYSTEM" STAPLES /STAKES )
SHOULD BE PLACED THROUGH EACH OF ME COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP'a MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM
ON RECP'a TYPE. - 12.5 CM) OVERLAP DEPENDING
5, CONSECUTIVE RECP'e SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE.
3" (T,5 CM) OVERLAP. STAPLE THROUGH OVERIAPPED AREA, APPROXIMATELY 12" (3O CM) APART ACROSS ENURE () () O O
RECP's WIDTH.
NOTE
IN LOOSE TH
SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER AN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
APLES PE:R S0. ,
(4 .1 STAP' ESTER SD M)
Ey
3'(eGm)
(% I
111ES PER iC. YV.
;UX STAPLES PrR SG_ M)
I1 (1-) I
(� — C)
�
6• Casml
osm)
O 0
0
O
T
,IO
r
O
t ! STAPFI I'ER S0. M M) )
;2.0 SfAPIFS 'ER SQ,
F
O 0
,IO
r
.S.]5 SFAPLES
;4.5 SIAIIES PER
PER 51,1- vU.
S0. M)
Drawn by: RAS
nnMEW EXTENSION .+^^ Designed by: RAS Date: 10/2005 Scale: D e t c � < NICCOOPERAT VE Reviewed b y' WFIF, KLB File Name: river_bend.dw g N: N.T.S
Sheet
V: N.T.S Rift r Hold WetPalyd
,o
Kiver Li r:ru^1, NC,

0313012007 11:50 252-432-4%-7 Elan J. Cdodney. tvl,D-
COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 Conners Drive Edenton, North Carolina 27932
252 -48&5707 (office) 252 -a' 3-7009 iceliular) 252-482-4987 [tcx)
Pete Rollins
3755 Hwy 55W
New Bern NC 28562
phnrie',15�--637-2949 95'2-299-944? fm 12.526: 74.
41
Page 21?
3V30/07 11:48-30 Am
�v
>
IY
deliver 2 pm Wesday 17 south of New Barn. Left of Riverbend sign
(pond there). 114 mile of water lank rnd-,e R. gc'200 gets and take
street to right- go I block to site.
DFLIVERED
, "J I , I
fl
G
S
C
total for plants
$3,037.80
delivery by nursery
$182-CX)
TOTAL
$3,217.80
payment by check
$3,2 t 920
CURRENT BALANCE THIS ORDER

Maintenance and Inspection Information

,q.
July 24, 2013
Ms. Kristin E. Miguez, Project Manager
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Dear Ms. Miguez:
45 Shoreline Drive
River Bond, NC 26662
T 252.6383870 .
F 252.638.2580
www.riverbendnc.org
I am writing to respond to your request for an inspection and maintenance record for the Ecosystem
Enhancement Program (EEP) project constructed in the Town of River Bend just off Plantation Drive.
We regret that this report is tardy; however, the Town is aware of its responsibility to maintain this
structure in accordance with the January 25, 2006 contract.
The project is located across a recreation field that is adjacent to Town Hall and is inspected
frequently. The condition can be described as follows:
1. There has been no encroachment on the structure.
2. The side slopes of the site are stable.
3. There is no construction taking place in the watershed that feeds this wetland.
4. There is no evidence of silting occurring in the project area.
5. The Town recently posted an updated sign explaining the wetlands project for the
educational value of residents who use an adjacent walking trail.
6. NC State University has established a water quality monitoring station at the entrance
point for stormwater and also at the discharge point from the wetland. We have recently
requested to receive periodic updates of the results of this monitoring effort.
7. The Town has scheduled the maintenance excavation of the "fore bay" to be accomplished
during the current budget year.
We find that this project has advanced our citizens' understanding of stormwater issues. This
educational aspect of the project is helpful as we address stormwater issues throughout the Town.
If we can provide any additional input to you and your staff, please contact us. We appreciate your
office's interest in BMP stormwater management, and we wish to be a good partner.
Sincerely,
of n rrkla` d°
Mayor
c: William F. Hunt, Ph.D., P.E., NC State University
� u,

Photos

� Ilill� Il��j I
J� ✓urt,? � Yxnye c ,
Jv
is p�xn J'rM1,d✓ u.pF e�11w >h�Jd /�y'v u. Ppnv�p +.
N N: J�Ye MN6 p IV Mk ':. yy��vr
tl dM V fl Y 1 4y
r � r
u eva ioryJF, Ytl AWew� ux rv9ix`, MFu2r Y sra,✓,y
River Bend BMP - Construction 2007
, 117101
w,
..0 .. a y ....... i Wn mreNl
,m...,r..JU�JrcuZtuA nvrn f.
N I 1�M����pp�I�µ�N /sic
�E eUm. �,yn 4 +, acklylu+ „rrt �i, e. rf
t U
rvVlnw v.. rla.d - ld nY
a.l xO " gf .qf a
Fined nV uwM:r. m nr
.o- 'v Y 1 1 ry �lv a w1 w•Yao +',vp . w k4u'0 %;. ! ✓� ✓y J+a,✓ N✓n;rrt ,rvYm P
ve�Y� vu clrw �mA y Vine y„ rN yrvltl i 8n �rwvp,yi m
uVli��Y fl Fn Dui.
River Bend BMP - Educational Signage

River Bend BMP — Wooden Inlet Structure, 2009
River Bend BMP — Forebay (looking downstream), 2013

River Bend BMP — Lower end (looking upstream), 2013
River Bend BMP — Wooden outlet structure, 2009

River Bend BMP — Wooden outlet structure, 2013