20120707 Ver 2_401 Application_20121112

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes No
For the record only for Corps Permit:
❑ Yes P No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
® Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes] No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes [ No
2.
Project Information
2a.
Name of project:
NOBEL CANAL ENHANCEMENT
2b, County:
PITT
2c.
Nearest municipality / town:
WINT RVILLE NC
2d.
Subdivision name:
N/A
A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
TOWN OF WIN E
3b.
Deed Book and Page No.
SEE ATTACHED LISTING
3c.
Responsible Party (for LLC if
applicable):
TOWN MANAGER
3d.
Street address:
2571 RAILROAD ST
3e.
City, state, zip:
WINTERVILLE NC 2
3f.
Telephone no.:
252 - 756 -2221
3g.
Fax no.:
252 -321 -8445
3h.
Email address:
terri;[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
?Consultant Information (if applicable)
5a.
Name:
Carolina Benchmark Engineers-Surveyors-Planners, Inc
5b.
Business name
(if applicable):
Thomas W. Harwell
5c.
Street address:
102 Oakmont Drive
5d.
City, state, zip:
Greenville, NC 27858
5e.
Telephone no.:
5f.
Fax no.:
252 - 355 -2100
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
see attached list
1b.
Site coordinates (in decimal degrees):
I Latitude:N3531.907 Longitude:W77 24.189
1 c.
Property size:
acres 1.1 +
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Nobel Canal a tributary to Swift Creel:
2b. Water Quality Classification of nearest receiving water:
C • NSW
2c.
River basin:
Neuse
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
A ditch carrying storm water'.:thru the town. The general land use is residental
having both residences and a Church. To the south the land is farm land. To the
north the land is residential.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.21 ac
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 602 if
3d.
Explain the purpose of the proposed project:
The purpose of the project is to tile 602 feet of the ditch to prevent erosion
and the further settlement of the Church building. (Good Hope Baptist Church)
3e. Describe the overall project in detail, including the type of equipment to be used:
ne hyngred �e t w8bld bR tiled with 72 inch pipe. The remaining 502 feet would"
�wo inc pipe.
4.
-wit
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No © Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands [2 Streams — tributaries ® Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one P
Choose one
AAMNo
401
0.21
W2
Choose one
Choose one
Yes /No
W3
Choose one
Choose one
Yes /No
-
W4 -
Choose one
Choose one
Yes /No
-
W5
Choose one
Choose one
Yes /No
W6
Choose one
Choose one
Yes /No
2g. Total Wetland Impacts:
2h. Comments:
/ The wetlands are in the stream area. These would be tiled.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
Choose one P
NOBEL CANAL
INT
401:
15 ft
602
S2
Choose one
S3 -
Choose one
-
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
3i. Comments:
The stream would be tiled
Page 4of10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
Meuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1 p -
Tiling of ditch
Nobel Canal
IWO
36,120
12,040
B2
Yes /No
B3
Yes /No
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
36,
)�
6i. Comments:
Ditch would be tiled
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The area would be sloped to drain to the proposed catch basins. - .:-`The area
area would be grassed and continue to be used for residental purposes and
farmin .
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A soil: ".and erosion permit would be required. The area ;wo ild'::be seeded and
grassed and maintained.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑ No
Hopefully not
2b. If yes, mitigation is required by (check all that apply):
[2f DWQ ® Corps If required
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
® Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Area would be placed back in condition as before and used for residential and
farmland.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
temporary
36,120
3 (2 for Catawba)
108,360
Construction
Zone
Same
12,040
1.5
18,126
6f. Total buffer mitigation required:
126-1420
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
The Town Council has requested that fees be wavered.
6h. Comments:
The area of the buffers would be placed back into their current condition.
Only the stream area would be effected. That would be placed in same condition
as buffer areas.
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
QXYes ❑ No
within one of the NC Rip arian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
® Yes 0 No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Put the disturbed area!back'.in its original condition.
Grass and seed in
accordance with Soil and Erosion Plan.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Town of Winterville
® Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006 -246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached.
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal /state /local) funds or the
Yes
❑ No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
] No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
El Yes
No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
X
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated by this project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ® No
NOT OUR KNOWLEDGE
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? WE WILL CHECK. CHECKED WITH NC Dept of Wildlife
❑ Yes ® No
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
will check
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
❑ Yes ❑ No
North Carolina history and archaeology)? Will ckeck
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Will check with State
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
n Yes No
18b. If yes, explain how, project meets FEMA requirements:
This project would be underground.
8c. What source(s) did you use to make the floodplain determination?
flood maps for area
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
Terri L . Parker
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

SIGN UP SHEET
INTERAGENCY/SCOPING MEETING
Scoping Meeting - Propose to Tile a portion of Nobel Creek
urpo ---Uf this -Twting is to gather and provide environmen tal regulatory guidance and direction for this proposed
project.
August 20, 2012 @ 2 pm
NCDENR WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]
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NCDENR WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Dee Freeman
Governor Director
Secretary
Variance Request Form
(For Minor and Major Variances)
Protection and Maintenance of Riparian Areas Rules
NOTE. This form may be photocopied for use as an original.
Check the appropriate box below:
Major Variance
Minor Variance
Please identify which Riparian Area Protection Rule applies (Note -this must be one of
North Carolina's four buffered river basins. The River Bain map is available at
http• //h2o enr state.nc.us /admin/maps /.)
X Neuse River Basin: Nutrient Sensitive Waters Management Strategy Protection
and Maintenance of Riparian Areas Rule (15A NCAC 02B.0233)
u Tar - Pamlico River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B.0259)
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the corporation, individual, etc. who owns the property)
2. TOWN OF WINTERVILLE , NORTH CAROLINA
3. Print owner /Signing official (person legally responsible for the property and its compliance)
Name: TERRI A PARKER
Title: TOWN MANAGER
City, State, Zip: WINTERVILLE NC 28590
Telephone: L252 )_756 -2221
Fax :f252)321 -8455 _
4. Contact person who can answer questions about the proposed project:
Name: THOMAS W HARWELL
Version 6: July 2009

Telephone: ( 252)- 717 -4443
Fax: [phone]
Email: cbinc o,coastalnet.com
Project name (Subdivision, facility, or establishment name - consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
NOBEL CANAL ENHANCEMENT
Project location: WINTERVILLE , NC
Street address: MILL STREET
City, State, Zip: WINTERVILLE NC 28590
County: PITT
Latitude/longitude: N35 31.907 W 77 24.189
6. Date property was purchased: EASEMENTS GRANTED TO TOWN 2012
7.
Directions to site from nearest major intersection (Attach an 8 %z x 11 copy of the USGS topographic
map indicating the location of the site). _FRONT INTERSECTION OF MAIN STREET AND MILL
STREET PROCEDE NORTH ON MILL STREET TO GOOD HOPE BAPTIST CHURCH
8. Stream to be impacted by the proposed activity:
Stream name NOBEL CANAL A TRIBURARY OF SWIFT CREEK
9. Which of the following permits /approvals will be required or have been received already for this
project?
Required: Received:
X
X
X
Date received: Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
On -site Wastewater Permit
NPDES Permit (including stormwater)
Non - discharge Permit
Water Supply Watershed Variance
Erosion/Sedimentation Control
Others (specify)
Part 2: Proposed Activity
('lease include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map
or site plan in Adobe (pdf) format) to accurately delineate the boundaries of the land to be utilized
in carrying out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area of
buffer impact in W.: TILE 100 LF BEGINNING AT MILL STREET WITH A 72 INCH TILE.
TILE NEXT 502 LF WITH TWO 60 INCH TILES AS SHOWN ON THE ATTACHED PLANS
Variance Request Form, page 2
Version 6 July 2009

Telephone: ( 252) - 717 -4443
Fax: 252)_3552100
Email: cbinc @coastalnet.com
Project name (Subdivision, facility, or establishment name - consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
NOBEL CANAL ENHANCEMENT
Project location: WINTERVILLE , NC
Street address: MILL STREET
City, State, Zip: WINTERVILLE NC 28590
County: PITT
Latitude/longitude: N35 31.907 W 77 24.189
6. Date property was purchased: EASEMENTS GRANTED TO TOWN 2012
7.
Directions to site from nearest major intersection (Attach an 8 '/Z x 11 copy of the USGS topographic
map indicating the location of the site). _FROM INTERSECTION OF MAIN STREET AND MILL
STREET PROCEDE NORTH ON MILL STREET TO GOOD HOPE BAPTIST CHURCH
8. Stream to be impacted by the proposed activity:
Stream name NOBEL CANAL A TRIBURARY OF SWIFT CREEK
9. Which of the following permits /approvals will be required or have been received already for this
project?
Required: Received:
—X— — X
Date received: Permit Type:
CAMA Major
CAMA Minor
12 -01 -2011
401 Certification/404 Permit
On -site Wastewater Permit
NPDES Permit (including stormwater)
Non - discharge Permit
Water Supply Watershed Variance
Erosion/Sedimentation Control
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map
or site plan in Adobe (pdf) format) to accurately delineate the boundaries of the land to be utilized
in carrying out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area of
buffer impact in W.: TILE 100 LF BEGINNING AT MILL STREET WITH A 72 INCH TILE.
TILE NEXT 502 LF WITH TWO 60 INCH TILES AS SHOWN ON THE ATTACHED PLANS
Variance Request FoinZ, page 2
Version 6 July 2009

loco
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loo
0 0
Feet I 'Meters
1 .3148
2 .6096
3 .9144
301' 4 1.2192
5 .1.5240
6 1.8288
7 2.1336
8 2.4384
9 2.7432
10 3.0480
w- N
W,
To convert feet to meters
multiply by .3048
To convert meters to feet
multipy by 3.2808
I -UJ
ROAD CLASSIFICATION -OY•........0 �9 <a
F
Primary highway, Light -duty road, hard or a, p
hard surface ....... improved surface.. �? o
Secondary highway,
10000 hard surface....... Unimproved road...== _ - -____
C) Interstate Route 0 U.S. Route O State Route
N. C. a

2. Fill in the table below to identify the square footage of impact to Zones I & 2 in the protected
riparian buffers and the required mitigation (Fill in the impacts portion of the table, even if
mitigation is not required):
*Zone 1 extends out 30 feet perpendicular from the most landward limit of the top of bank or the rooted herbaceous
vegetation; Zone 2 extends an additional 20 feet from the edge of Zone 1.
State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or
reconfigured to better minimize or eliminate disturbance to the riparian buffers:
THE AREA FLOODS. EROSIONS IS TAKING PLACE AFFECTING THE ADJACENT
STRUCTURES, WHICH IS A CHURCH, THE AREA RESIDENTS INCLUDING THE
CHURCH MEMBERS AND THE TOWN BOARD OF THE TOWN OF WINTERVILLE
REQUEST THAT THE DITCH BE TILEED.
4. Description of any best management practices to be used to control impacts associated with the
proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re-
planting vegetation or enhancement of existing vegetation, etc.):
THE DITCH WILL BE FILLED IN AND CATCH BASINS ESTABLIISHED TO ALLOW
SURFACE WATER TO INTER THE DRAINAGE SYSTEM. THE DISTURBED AREA.
WILL BE GRASSED AND EROSION CONTROL MEASURES TA1,'_EN TO REDUCE
SURFACE WATER EFFECTS
5. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this Rule.
THE DITCH WOULD REMAIN AND EROSION WOULD CONTINUE TO OCCUR ON THE
DITCH BANKS. THE ADJACENT CHURCH STRUCTURE WOULD CONTINE TO
SETTLE. SETTLEMENT CRACKS ARE NOW EVIDENT SUE TO SHRINK/SWELL SOILS.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
IT APPEARS THAT THIS DITCH HAS IN THE PAST BEEN RELOCATED TO THE PRESENT
PROPERTY LINES. IT IS MOST PORBALE-THAT THE GOOD HOPE CHURCH WOULD
CONTINUE TO EFIDENCE SETTLEMENT CRACKS IN THE BRICK WALLS
Part 3: Stormwater
Variance Request Form, page 3
Version 6 July 2009
Buffer Impact
Zone of
Impact in
Number
Purpose for the
Multiplier
Multiplier
Required
Impact
Square Feet
(Indicate on
impact
Plan Sheet)
Zone 1
36120
1
TILE &
3
108,360
BACKFILL
Zone 2
12040
2
TILE &
1.5
18,126,
BACKFILL
Total
48,160
126,472:0_:�:j
*Zone 1 extends out 30 feet perpendicular from the most landward limit of the top of bank or the rooted herbaceous
vegetation; Zone 2 extends an additional 20 feet from the edge of Zone 1.
State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or
reconfigured to better minimize or eliminate disturbance to the riparian buffers:
THE AREA FLOODS. EROSIONS IS TAKING PLACE AFFECTING THE ADJACENT
STRUCTURES, WHICH IS A CHURCH, THE AREA RESIDENTS INCLUDING THE
CHURCH MEMBERS AND THE TOWN BOARD OF THE TOWN OF WINTERVILLE
REQUEST THAT THE DITCH BE TILEED.
4. Description of any best management practices to be used to control impacts associated with the
proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re-
planting vegetation or enhancement of existing vegetation, etc.):
THE DITCH WILL BE FILLED IN AND CATCH BASINS ESTABLIISHED TO ALLOW
SURFACE WATER TO INTER THE DRAINAGE SYSTEM. THE DISTURBED AREA.
WILL BE GRASSED AND EROSION CONTROL MEASURES TA1,'_EN TO REDUCE
SURFACE WATER EFFECTS
5. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this Rule.
THE DITCH WOULD REMAIN AND EROSION WOULD CONTINUE TO OCCUR ON THE
DITCH BANKS. THE ADJACENT CHURCH STRUCTURE WOULD CONTINE TO
SETTLE. SETTLEMENT CRACKS ARE NOW EVIDENT SUE TO SHRINK/SWELL SOILS.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
IT APPEARS THAT THIS DITCH HAS IN THE PAST BEEN RELOCATED TO THE PRESENT
PROPERTY LINES. IT IS MOST PORBALE-THAT THE GOOD HOPE CHURCH WOULD
CONTINUE TO EFIDENCE SETTLEMENT CRACKS IN THE BRICK WALLS
Part 3: Stormwater
Variance Request Form, page 3
Version 6 July 2009

Provide a description of all best management practices (BMPs) that will be used to control nutrients and
sedimentation impacts associated with the proposed activity. Please ensure to include all applicable
operation & maintenance agreements and worksheets for the proposed BMPs. Also, include the BMPs
on your plan sheets.
1. Attach a description of how diffuse flow will be maintained through the protected riparian buffers.
Please ensure to include all applicable operation & maintenance agreements and worksheets for the
proposed diffuse flow measure(s). Also, include the diffuse flow measure(s) on your plan sheets.
2. What will be the annual nitrogen load contributed by this site after development in pounds per acre
per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)? Attach a
detailed plan for all proposed structural stormwater BMPs.
THERE SHOULD BE NO CHANGE IN THE ANNUAL NITROGEN LOAD.
4. Attach all applicable supplement form(s) and Inspection and Maintenance (I &M) Form(s) to this
completed application. The applicable supplemental form(s) and I &M form(s) for the proposed
BMPs noted in your application can be downloaded from the following website:
http : //h2o.enr.state.nc.us /su/bmp forms.htm
Variance Request Form, page 4
Version 6 July 2009

Part 4: Proposed Impacts and Mitigation
Provide a description of how mitigation will be achieved at your site pursuant to 15A NCAC 213.0242
for the Neuse Basin and 15A NCAC 2B.060 for the Tar - Pamlico Basin.
If buffer restoration is the method you are requesting, be sure to include a detailed planting plan to
include plant type, date of plantings, the date of the one -time fertilization in the protected riparian
buffers and a plan sheet showing the proposed location of the plantings. A guide to buffer restoration
can be downloaded at the following website: http: / /www.neeep .net /news /reports /buffers.pdf
If payment into a buffer restoration fund is how you plan to achieve your mitigation requirement, then
include an acceptance letter from the mitigation bank you propose to use stating they have the mitigation
credits available for the mitigation requested.
THE TOWN BOARD REQUEST THAT MITIGATION FEES BE WAIVED.
Part 5: Deed Restrictions
By your signature in Part 6 of this application, you certify that all structural stormwater BMPs required
by this variance shall be located in recorded stormwater easements, that the easements will run with the
land, that the easements cannot be changed or deleted without concurrence from the State, and that the
easements will be recorded prior to the sale of any lot.
Part 6: Applicant's Certification
I, TERRI IL PARKER , certify that the information included on this permit application form is correct,
that the project will be constructed in conformance with the approved plans and that the deed
restrictions in accordance with Part 5 of this form will be recorded with all required permit conditions.
Signature:
Date:
Title:
L tom• PR k&t
TOWN MANAGER
Part 7: Plan Sheets
Be sure to include a copy of all of your completed application form, plan sheets and maps in Adobe
(pdf) format on a CD or floppy disk.
Variance Request Form, page 5
Version 6 July 2009

Part 8: Checklist
A complete application submittal consists of the following components. Incomplete submittals will be
returned to the applicant. The complete variance request submittal must be received 90 days prior to
the EMC meeting at which you wish the request to be heard. Initial below to indicate that the necessary
information has been provided.
Applicant's
Initials
Item
• Original and two copies of the Variance Request Form and the attachments listed
below.
• A vicinity map of the project (see Part 1, Item 5)
• Narrative demonstration of the need for a variance (see Part 2)
• A detailed narrative description of stormwater treatment/management (see Part 4)
• Calculations supporting nitrogen (phosphorus in the Tar - Pamlico Basin) loading
estimates (see Part 4)
• Calculations and references supporting nitrogen (phosphorus in the Tar - Pamlico
Basin) removal from proposed BMPs (see Part 4)
• Location and details for all proposed structural stormwater BMPs (see Part 4)
• Three copies of the applicable Supplement Form(s) and I &M Form(s) for each
BMP and/or narrative for each innovative BMP (see Part 4)
• Three copies of plans and specifications, including:
0 Development/Project name
0 Engineer and firm
0 Legend and north arrow
0 Scale (1" = 50' is preferred)
0 Revision number & date
0 Mean high water line (if applicable)
0 Dimensioned property /project boundary
0 Location map with named streets or NC State Road numbers
0 Original contours, proposed contours, spot elevations, finished floor
elevations
0 Details of roads, parking, cul -de -sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off - site), drainage easements, pipe sizes, runoff
calculations
0 Drainage basins delineated
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page 6
Version 6 July 2009

ATTACHMENTS
1. QUAD LOCATION OF PROJECT
2. STORM WATER APPLICATION
3. DRAFT STORM WATER PERMIT
4. DEEDS OF EASEMENT
5. PROPOSED EROSION &
SEDEMENTATION CONTROL PLAN
6. PLANS

ATTACHMENT 1.
QUAD LOCATION OF PROJECT

ATTACHMENT 2.
PHASE II STORM WATER
APPLICATION

WINTERVELLE NC PHASE II STORMWATER PERMIT
PERMIT NO.: NCS000507
SUBMITTED: 01 -25 -2011
EFFECTIVE DATE: 12 -01 -2011
EXPIRATION DATE; 11 -30 -2016
COUNTY PITT
ADMMINSTRATIVE REGION: WASHINGTON
,3ASIN NAME: NEUSE

LIST OF ATTACHMENTS
A. MAP OF TOWN LIMITS & ETJ
B. LIST OF RECEIVING STREAMS
C. TOWN ORGANIZATIONAL CHART
D. LEGAL AGREEMENT WITH PITT COUNTY
E. LIST OF STORMWATER ADVISORY COMMITTEE MEMBERS AND
CHARTER
F. SOIL EROSION AND SEDIMENTATION ORDINANCE
G. STORMWATER CONTROL ORDINANCE
rA

1
:1
11.tate of North Carolina
apartment of Environment & Natural Resources
Qivision of Water Quality
OFFIC USE ONLY
Date Recd _
Fee Paid
Permit Number
NPDES STORMWATER PERMIT APPLICATION FORM
This application form is for use by public bodies seeking NPDES stormwater permit coverage for Regulated Public
Entities (RPE) pursuant to Title 15A North Carolina Administrative Code 2H .0126. A complete application
package includes this form and three copies of the narrative documentation required in Section X of this form.
This application form, completed in accordance with Instructions for comp!ting NPDES Small M54 Stormwater
Permit Application (SWU -270) and the accompanying narrative documentz�` ion, completed in accordance with
Instructions for Preparing the Comprehensive Stormwater Management PrL;?ram Report (SWU -268) are both
required for the application package to be considered a complete application submittal. Incomplete application
submittals may be returned to the applicant.
I. APPLICANT STATUS INFORMATION ❑ New Application ® K�!newal (Permit No. NCS000507 )
a.
Name of Public Entity
TOWN OF WINTERVILLE
b.
Seeking Permit Coverage
Neuse River
c.
b.
Ownership Status (federal,
LOCAL
Estimated percentaqe of jurisdictional
area containing the following four land use activities:
state or local)�-,
Residential
58%
c.
Type of Public Entity (city;
TOWN
JAN 2 2010
Industrial
town, county, prison, school,
•
Open Space
1596
etc.
Total =
100%
d.
Federal Standard Industrial
SIC 91— 97
Classification Code
e.
County(s)
PITT
f.
Jurisdictional Area (square
4.51 sm TOWN LIMITS
miles)
6.25 sm ED
TOTAL 10.76 sm
g.
Population
Permanent
8946 year 2D09 per State
Seasonal (if available)
N/A
h.
Ten -year Growth Rate
135% Based on the population in 1999 (3,801) and the populatio
in 2009 (8,949)
L
Located on Indian Lands?
❑ Yes ® No
II. RPE / MS4 SYSTEM INFORMATION
a.
Storm Sewer Service Area
(square miles
4.51 sm
b.
River Basin(s)
Neuse River
c.
Number of Primary Receiving
Streams
Two — Swift Creek including Nobel Canal and Fork Swamp
d.
Estimated percentaqe of jurisdictional
area containing the following four land use activities:
•
Residential
58%
•
Commercial
22910
•
Industrial
$%
•
Open Space
1596
Total =
100%
e.
Are there significant water
quality issues listed in the
attached application report?
❑ Yes ® No
Page 1
SWU- 264 - 103102

State of North Carolina _.
Department of Environment & Natural Resources
Division of Water Quality
OFFIC USE ONLY
Date Recd
Fee Paid
Permit Number
NPDES STORMWATER PERMIT APPLICATION FORM
This application form is for use by public bodies seeking NPDES stormwater permit coverage for Regulated Public
Entities (RPE) pursuant to Title 15A North Carolina Administrative Code 2H .0126. A complete application
package includes this form and three copies of the narrative documentation required in Section X of this form.
This application form, completed in accordance with Instructions for completing NPDES Small M54 Stormwater
PermitApp/ %ation (SWU -270) and the accompanying narrative documentation, completed in accordance with
Instructions for Preparing the Comprehensive Stormwater Management Program Report (51MU -268) are both
required for the application package to be considered a complete application submittal. Incomplete application
submittals may be returned to the applicant.
I. APPLICANT STATUS INFORMATION ❑ New Application ® Renewal (Permit No. NCS000507 )
a.
Name of Public Entity
TOWN OF WINTERVILLE
b.
Seeking Permit Coverage
Neuse River
b.
Ownership Status (federal,
LOCAL
d.
state or local
area containing the following four land use activities:
c.
Type of Public Entity (city,
TOWN
•
town, county, prison, school,
22%
•
etc.
59,61
d.
Federal Standard Industrial
SIC 91— 97
Classification Code
100%
e.
County(s)
PITT
f.
Jurisdictional Area (square
4.51 sm TOWN LIMITS
miles)
6.25 sm ETJ TOTAL 10.76 sm
g.
Population
Permanent
8946 year 2009 per State
Seasonal (if available)
NIA
h.
Ten -year Growth Rate
135% Based on the population in 1999 (3,801) and the populatio
in 2009 (8,949)
i.
Located on Indian Lands?
❑ Yes ® No
II. RPE / MS4 SYSTEM INFORMATION
a.
Storm Sewer Service Area
(square miles
4,51 sm
b.
River Basin(s)
Neuse River
c.
Number of Primary Receiving
Streams
Two — Swift Creek including Nobel Canal and Fork Swamp
d.
Estimated percentaqe of jurisdictional
area containing the following four land use activities:
•
Residential
58%
•
Commercial
22%
•
Industrial
59,61
•
Open Space
15916
Total =
100%
e.
Are there significant water
quality issues listed in the
attached application report?
❑ Yes ® No
Page 1
SWU- 264 - 103102

NPDES RPE Stormwater Permit Application
III. EXISTING LOCAL WATER QUALITY PROGRAMS
a. Local Nutrient Sensitive Waters Strategy
® Yes ❑ No
b. Local Water Supply Watershed Program
® Yes ❑ No
c. Delegated Erosion and Sediment Control Program
® Yes ❑ No
d. CAMA Land Use Plan
❑ Yes ® No N/A
IV. CO- PERMIT APPLICATION STATUS INFORMATION
(Complete this section only if co- permitting)
a. Do you intend to co- permit with
❑Yes ®No
a permitted Phase I entity?
• Name of Entity
b. If so, provide the name and permit number of that entity:
• Name of Phase I MS4
N/A
• NPDES Permit Number
N/A
c. Do you intend to co- permit
El Yes ®No
with another Phase II entity?
252- 902 -3279
d. If so, provide the name(s) of
N/A
the entity:
e. Have legal agreements been
finalized between the co-
❑ Yes ® No N/A
ermittees?
V. RELIANCE ON ANOTHER ENTITY TO SATISFY ONE OR MORE OF YOUR PERMIT OBLIGATIONS
(If more than one, attach additional sheets)
a. Do you intend that another
entity perform one or more of
our permit obligations?
® Yes ❑ No
b. If yes, identify each entity and the element they will be implementing
• Name of Entity
County of Pitt
• Element they will implement
Hazard mitigation ordinance, Flood damage prevention ordinance and Soil
erosion & Sedentation ordiance
• Contact Person
Mr. Jonas Hill
• Contact Address
1717 W. 5t' Street (Pitt County Plannong)
Greenville NC
• Contact Telephone Number
252- 902 -3279
c. Are legal agreements in place
to establish responsibilities?
®Yes F-1 No
VI. DELEGATION OF AUTHORITY (OPTIONAL)
The signing official may delegate permit implementation authority to an appropriate staff member. This
delegation must name a specific person and position and include documentation of the delegation action
through board action.
a. Name of person to which permit authority
N/A
has been delegated
b. Title /position of person above
N/A
c. Documentation of board action delegating permit authority to this person /position must be
provided in the attached application report. N/A
Page 2
SWU -264- 103102

NPDES RPE Stormwater Permit Application
VII. SIGNING OFFICIAL'S STATEMENT
Please see the application instructions to determine who has signatory authority for this permit
application. If authority for the NPDES stormwater permit has been appropriately delegated through
board action and documented in this permit application, the person /position listed in Section VI above
may sign the official statement below.
Z certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properlygather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. lam aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations.
Signature
Name of Contact
Person
Name
Mr. William P. Whisnant
Title
Town Manager
Street Address
2571 Railroad Street
PO Box
PO Box 1459
City
Winterville
State
NC
Zip
28590
Telephone
252- 756 -2221
Fax
252 - 321 -8455
E -Mail
Bill.whisnant @wintervillenc.com
VIII. MS4 CONTACT INFORMATION
Provide the following information for the person /position that will be responsible for day to day
implementation and oversight of the stormwater program.
a.
Name of Contact
Person
John Woods
b.
Title
Public Works Director
c.
Street Address
2936 Church Street
d.
PO Box
PO Box 1459
e.
City
Winterville
f.
State
NC
g.
Zip
28590
h.
Telephone Number
252- 756 -3045 ext. 4203
i.
Fax Number
252 - 756 -6526
j.
E -Mail Address
John.woods @wintervillenc.com
Page 3
SWU -264- 103102

NPDES RPE Stormwater Permit Application
IX. PERMITS AND CONSTRUCTION APPROVALS
List permits or construction approvals received or applied for under the following programs. Include contact
name if different than the person listed in Item VIII. If further space needed, attach additional sheets.
a.
RCRA Hazardous Waste
N/A
Management Program
N/A
b.
UIC program under SDWA
c.
NPDES Wastewater Discharge
Permit # NC0032077, held by Contentnea Metropolitan Sewage District
Permit Number
d.
Prevention of Significant
N/A
Deterioration (PSD) Program
N/A
e.
Non Attainment Program
f.
National Emission Standards for
N/A
Hazardous Pollutants (NESHAPS)
reconstruction approval
g.
Ocean dumping permits under the
N/A
Marine Protection Research and
Sanctuaries Act
h.
Dredge or fill permits under
N/A
section 404 of CWA
X. NARRATIVE APPLICATION SUPPLEMENT - STORMWATER MANAGEMENT PROGRAM REPORT
Attach three copies of the Stormwater Management Program Report for the five -year permit term. The
Stormwater Management Program Report shall be assembled in the order and formatted in accordance with
the Table of Contents shown below, bound with tabs identifying each section by name, and include a Table
of Contents with page numbers for each entry. The required narrative information for each section is
provided in the Instructions for Preparing the Comprehensive Stormwater Management Program Report
(SWU -268).
TABLE OF CONTENTS
1. STORM SEWER SYSTEM INFORMATION
1.1. Population Served
1.2. Growth Rate
1.3. Jurisdictional and MS4 Service Areas
1.4. MS4 Conveyance System
1.5. Land Use Composition Estimates
1.6. TMDL Identification
2. RECEIVING STREAMS
Page 4
SWU- 264 - 103102

NPDES RPE Stormwater Permit Application
3. EXISTING WATER QUALITY PROGRAMS
3.1. Local Programs
3.2. State programs
4. PERMITTING INFORMATION
4.1. Responsible Party Contact List
4.2. Organizational Chart
4.3. Signing Official
4.4. Duly Authorized Representative
5. CO-PERMITTING INFORMATION (IF APPLICABLE)
5.1. Co- Permittees
5.2. Legal Agreements
5.3. Responsible Parties
6. RELIANCE ON OTHER GOVERNMENT ENTITY
6.1. Name of Entity
6.2. Measure Implemented
6.3. Contact Information
6.4. Legal Agreements
7. STORMWATER MANAGEMENT PROGRAM
7.1. Public Education and Outreach on Storm Water Impacts
7.2. Public Involvement and Participation
7.3. Illicit Discharge Detection and Elimination
7.4. Construction Site Stormwater Runoff Control
7.5. Post - Construction Storm Water Management in New Development and Redevelopment
7.6. Pollution Prevention /Good Housekeeping for Municipal Operations
Page 5
SWU -264- 103102

ATTACHMENT A

Table of Contents
1. Storm Sewer System Information pg. 1
1.1 Population Served
1.2 Growth Rate
1.3 Jurisdictional and MS4 Service Area (Attachment A)
1.4 MS4 Conveyance System
1.5 Land Use Composition Estimates
1.6 TMDL Indentification
2. Receiving Streams (Attachment B) pg. 2
3. Existing Water Quality Programs pg. 2
3.1 Local Programs
3.2 State Programs
4. Permitting Information pg. 2 -3
4.1 Responsible Party Contact List
4.2 Organizational Chart (Attachment C)
4.3 Signing Official
4.4 Duly Authorized Representative
5. Co- Permitting Information - N/A pg. 3
6. Reliance on other government entity to satisfy one or more permit pg. 3
obligations
6.1 Name of the entity
6.2 Element to be implemented
6.3 Contact Information for the Responsible Party
6.4 Legal agreement (Attachment D)
7. Stormwater Management Program pg 3 -6
7.1 Public Education and Outreach on Storm Water
impacts
7.2 Public Involvement and Participation (Attachment E)
7.3 Illicit Discharge Detection and Elimination
7.4 Construction Site Stormwater Runoff Control
(Attachment F)
7.5 Post Construction Storm Water Management in New
Development and Redevelopment (Attachment G)
7.6 Pollution Prevention /Good Housekeeping for Municipal
Operations
8. Impaired Waters - None pg. 6

ATTACHMENT B

North Carolina Waterbodies Listed by County
Note: Waterbodies are listed in more than one county if they cross county lines.
Records Found., 82
Search Parameters:
County: Pitt
Class: %
SpDes: %
Name: %
Index#: %
Name of Stream Description Curr. Class Date Basin Stream index #
Pittcoun{y
NEUSE RIVER
From mouth of
C;Sw,NSW
05/01/88
Neuse
27 -(85)
Contentnea Creek to
Streets Ferry
Contentnea Creek
From dam at Wilson
C;Sw,NSW
05/01/88
Neuse
27- 86 -(7)
Water Supply (Wiggins
Mill Pond) to Neuse
River
Little
From source to
C;Sw,NSW
05/01/88
Neuse
27 -86 -26
Contentnea Creek
Contentnea Creek
Ward Run
From source to Little
C;Sw,NSW
05/01/68
Neuse
27- 66 -26 -1
Contentnea Creek
Thompson Swamp
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86- 26 -1.5
Contentnea Creek
Black Swamp
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -2
Contentnea Creek
Langs Mill Run
From source to Black
C;Sw,NSW
05/01/88
Neuse
27- 86- 26 -2 -1
Swamp
Jacob Branch
From source to Black
C;Sw,NSW
05/01/88
Neuse
27- 86- 26 -2 -2
Swamp
Oldwoman Branch
From source to Little
C ;Sw,NSW
05/01/88
Neuse
27- 86 -26 -3
Contentnea Creek
Pinelog Branch
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -4
Contentnea Creek
Middle Swamp
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -5
Contentnea Creek
Grinnel Slough
From soruce to Neuse
C;Sw,NSW
05/01/88
Neuse
27 -87
River
Grinnel Creek
From source to Neuse
C;Sw,NSW
05/01/88
Neuse
27 -87.5
River
Swift Creek
From source to mouth
C;Sw,NSW
05/01/88
Neuse
27- 97 -(0.5) k
of Bear Branch
Gum Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -1
Creek
Nobel Canal
From source to Swift
C;NSW
05/01/88
Neuse
27 -97 -2
Creek
x
Horsepen Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -3
Creek
Simmon Branch
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27- 97 -3.5
Creek
Page 1 of 4
2010 -01 -02 07:08:21

Name of Stream Description
Curr. Class Date Basin Stream Index #
Fork Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -4
Creek
co
Clayroot Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -5
Creek
Thorofare Swamp
From souce to Clayroot
C;Sw,NSW
05/01/88
Neuse
27- 97 -5 -1
Swamp
Indian Well Swamp
From source to
C;Sw,NSW
05/01/88
Neuse
27- 97 -5 -2
Clayroot Swamp
co
Creeping Swamp
From source to
C;Sw,NSW
05/01/88
Neuse
27- 97 -5 -3
Clayroot Swamp
co
TAR RIVER
From a point 1.7 miles
WS- IV;NSW
08/03/92
Tar -Pamli
28 -(84)
downstream of Suggs
co
Mill Branch
Creek to Johnsons Mill
C;NSW
01101190
Tar -Pam1i
28- 100 -2 -1
Creek
co
TAR RIVER From Johnsons Mill Run WS- IV;NSW,CA 08/03/92 Tar -Pamli 28- (91.5)
to Greenville Raw co
Water Supply Intake
TAR RIVER From Greenville Raw C;NSW 01101190 Tar -Pam1i 28 -(94)
Water Supply Intake to co
a point 1.2 miles
downstream of the
mouth of Broad Run
TAR RIVER
From a point 1.2 miles
B;NSW
01/01/90
Tar -Pamli
28- (99.5)
downstream of the
co
mouth of Broad Run to
the upstream side of
the mouth of Tranters
Creek
Grindle Creek
From source to Tar
C;NSW
01/01/90
Tar -Pamli
28 -100
River
co
Suggs Branch
From source to Grindle
C;NSW
01/01/90
Tar -Pam1i
28 -100 -1
Creek
co
Whichard Branch
From source to Grindle
C;NSW
01/01/90
Tar -Pamli
28- 100-2
Creek
co
Mill Branch
From source to
C;NSW
01101190
Tar -Pam1i
28- 100 -2 -1
Whichard Branch
co
Hunting Run
From source to Grindle
C;NSW
01101190
Tar -Pamli
28 -100 -3
Creek
co
Chicod Creek
From source to Tar
C;NSW
01/01/90
Tar -Pamli
28 -101
River
co
Horseway Swamp
From source to Chicod
C;NSW
01/01/90
Tar -Pamli
28 -101 -3
Creek
co
Island Swamp
From source to Chicod
C;NSW
01/01/90
Tar -Pamli
28 -101 -4
Creek
co
Cow Swamp
From source to Chicod
C;NSW
01101190
Tar -Pamli
28 -101 -5
Creek
co
Cross Swamp
From source to Cow
C;NSW
01101190
Tar -Pamli
28- 101 -5 -1
Swamp
co
Cabin Branch
From source to Cow
C;NSW
01/01/90
Tar -Pamli
28- 101 -5 -2
Swamp
co
Juniper Branch
From source to Chicod
C;NSW
01/01/90
Tar -Pamli
28 -101 -6
Creek
co
X
Page 2 of 4 2010 -01 -02 07:08:21

ATTACHMENT C

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TOWN OF WINTERVILLE
STORMWATER MANAGEMENT PROGRAM REPORT
NARRATIVE APPLICATION SUPPLEMENT
1. STORM SEWER SYSTEM INFORMATION
1.1 Population Served: The Town of Winterville has a permanent
population of 8,949 as established by the most recent census
1.2 Growth Rate: The Town's population growth rate for the past 10
years is 135 %. The population in 1999 was 3,801 and in 2009 it
was 8,949.
1.3 Jurisdictional and MS4 Service Area: The Town limits plus the
ETJ (Attachment A) are the jurisdictional and MS4 service area
which is a total of 10.76 square miles (Town = 4.51 and ETJ =
6.25).
1.4 MS4 Conveyance System: The Town of Winterville lies on a
relatively flat plateau between two streams (Fork Swamp and Swift
Creek) that flow to Contentnea Creek and than to the Neuse River.
A railroad runs thru the center of the town running north to south.
To the east is Fork Swamp and to the west is Swift Creek. Both of
these are within the Drainage District. The ditch and storm water
piping systems convey water from the curb and guttered streets to
these two systems. There are two railroad drainage pipe systems
that lead water to the west with the remaining stormwater east of
the railroad going eastward. The maintenance of the system is
considered good. Catch basins are routinely cleaned on a monthly
basis and stormwater piping is cleaned annually. Much attention
has been given over the past five years to cleaning, repairing,
replacing and adding stormwater infrastructure. Street flooding has
been greatly reduced.
1.5 Land Use Composition Estimates: It is estimated that the
Residential Area of the Town Limits of Winterville composes
approximately 58% of the total area. The Commercial Area is 22 %,
the Industrial Area is 5% and the Open Space Area is15%
1.6 TMDL Identification: To the best of our knowledge no Total
Maximum Daily Load Allocation has been assigned to the body of
receiving stream waters into which our stormwater drains. We
understand that our MS4 does not discharge into such a controlled
body of water or receiving stream.

2. Receiving Streams (Attachment E)
Neuse River Basin
Receiving
Stream name
Stream
Segment
Water Quality
Classification
Use Support
Rating
Water Quality
Issues
303(d) List
Swift Creek
27- 97 -(0.5 )
C; Sw, NSW
N/A
None
N/A
Nobel Canal
27 -97 -2
C; NSW
NIA
None
N/A
Fork Swamp
27 -97 -4
C; Sw, NSW
N/a
None
NIA
3. Existing Water Quality Programs
3.1 Local Programs:
The Town of Winterville has contracted with the County of Pitt to
administer the water quality programs as follows:
3.1.1 Hazard Mitigation Ordinance
3.1.2 Flood Damage Prevention Ordinance
3.1.3 Soil Erosion & Sedimentation
The County of Pitt also provides Building Inspection services to the
Town. See Below for additional information as to the Town's
reliance on other government entities.
3.2 State Programs:
Other programs that are administered by the State of North
Carolina in our jurisdiction include:
3.2.1 State Stormwater Management
3.2.2 Erosion and Sedimentation Control
3.2.3 Riparian Buffers
3.2.4 Water and Sewer Regulations
4. Permitting Information
4.1 Responsible Party Contact List:
4.1.1 The responsible party for measurable goals is:
Mr. William P. Whisnant
Town Manager
2571 Railroad Street
PO Box 1459
Winterville, NC 28590
Phone — (252) 756 -2221
Fax — [phone]
Email — bill.whisnant @wintervillenc.com
2

4.2 Organizational Chart:
A copy of the Town's Organizational Chart is enclosed as
Attachment C
4.3 Signing Official:
The Town Manager, Mr. William P. Whisnant is the signing official
4.4 Duly Authorized Representative:
There is no other Duly Authorized Representative. Mr. John C.
Woods is the MS4 Contact Person:
Mr. John C. Woods
Public Works Director
2936 Church Street
PO Box 1459
Winterville, NC 28590
Phone — (252) 756 -3045 ext. 4203
Fax — (252) 756 -6526
Email — john.woods @wintervillenc.com
S. Co- Permitting Information — N/A
6. Reliance on other government entity to satisfy one or more permit
obligations
6.1 Name of the entity — County of Pitt
6.2 Element to be implemented — Construction Site Runoff Controls
6.3 Contact Information for the Responsible Party — Mr. Jonas Hill,
1717 West 5t" Street, Greenville, NC, Phone — (252) 902 -3279
6.4 Legal agreement — See Attachment D for Legal agreement with Pitt
County
7. Stormwater Management Program
7.1 Public Education and Outreach on Storm Water Impacts
The Stormwater Advisory Committee has sponsored projects such
as stormwater drain labeling and an information booth at the
Town's annual Water Mellon Festival. In addition, the Public Works
Director has made many presentations to local schools, civic
organizations and churches. Information is also included in the
Town Manager's Monthly News Letter.
3

7.2 Public Involvement and Participation
The Town has an active five member Stormwater Advisory
Committee (Attachment E) that meets every quarter to review and
consider matters related to the Town's Stormwater Management
Program. The Stormwater Advisory Committee has sponsored
activities such as Stormwater Drain Labeling and Drainage Canal
Clean -up days.
7.3 Illicit Discharge Detection and Elimination
The Town Ordinances provide for misdemeanor charges to be
brought against persons that cause illicit discharges. The Public
Works Department aggressively looks for such discharges. Upon
finding them, if the discharge is not considered serious, advises the
person involved to correct the situation. If the situation is not
corrected, the Police Department is notified to investigate and take
enforcement action.
7.4 Construction Site Stormwater Runoff Control
The Town has adopted Pitt County's Soil Erosion and
Sedimentation Ordinance and has contracted with the county for
enforcement. See Attachment F
7.5 Post Construction Storm Water Management in New Development
and Redevelopment
The Town Board of Aldermen has adopted a Stormwater Control
Ordinance for all developments, both residential and commercial
that includes a requirement for stormwater detention at the 10 -yesr
rainfall intensity basis. See Attachment G
7.6 Pollution Prevention /Good Housekeeping for Municipal Operations
7.6.1 BMP Summary Table
7.6.2 To the best of our knowledge the Town does not own , or
operate any industrial facilities that are subject to NPDES
STORM WATER General Permits or individual NPDES
permits for discharges of stormwater associated with
industrial activity that ultimately discharge into our MS4.
M

7.6.3 Our employees have and will continue to be instructed in
monthly meetings concerning the prevention and reduction
of stormwater pollution from activities such as park and open
space maintenance, building maintenance, new construction
and land disturbances, and stormwater system maintenance.
Training materials include Town Ordinances and proper
maintenance techniques at employee meetings. The
Stormwater Advisory Committee is advised of the activities
of the employee training.
7.6.4 Maintenance and Inspections
Monthly the catch basins throughout the Town are inspected
and cleaned using the newly procured Jet/Vac Truck system.
The ditches and pipe systems of the Town are inspected
semi - annually. The ditch vegetation is cut twice a year.
7.6.5 Vehicular Operations
The Town Street and Town Parking are swept using a street
sweeper weekly. The Town has no waste transfer stations.
There are no salt storage locations and np snow disposal
areas. Vehicle Maintenance is performed by contract
services at the contractor's premises.
7.6.6 Waste Disposal
The Town personnel take all waste, that is not reusable dirt,
to the County Waste site. The town contracts for residential
garbage disposal. Commercial Facilities must separately
contract for Waste Disposal Services.
7.6.7 Flood Management Projects
The Town's Flood Prevention Ordinance (see Attachment)
requires flood preventative measures to restrict construction
in A flood zones and in Flood Ways.
7.6.8 Existing Ordinances
Existing Ordinances are reviewed on an annual basis by the
Stormwater Advisory Committee, Public Works Director and
Town Engineer for possible modification to address
Stormwater issues.
5

7.6.9 Other Evaluations
No other evaluations are being done at this time
7.6.10 Decision Process
The decision process for the development of a pollution
prevention /good housekeeping program for the town
municipal operations will be under auspice of the Town
Manager. After approval of the overall pollution
prevention /good housekeeping program by the Town Board
of Aldermen the implementation will be done by the Town
Manager.
The responsible person for the program is:
Mr. William P. Whisnant
Town Manager
2571 Railroad Street
PO Box 1459
Winterville, NC 28590
Phone — (252) 756 -2221
Fax — (252) 321 -8455
Email — bill .whisnant(aD-wintervillenc.com
7.6.11 Evaluation
Each year at the Town Board of Aldermen Planning Session
in February and evaluation is made of the success of the
measurable goals.
8. Impaired Waters — None
9

ATTACHMENT B

North Carolina Waterbodies Listed by County
Note: Waterbodies are listed in more than one county if they cross county lines.
Records Found., 82
Search Parameters:
County: Pitt
Class:
SpDes:
Name: %
Index#: %
Name of Stream Description Curr. Class Date Basin Stream Index #
Pitt .County
NEUSE RIVER
From mouth of
C;Sw,NSW
05/01/88
Neuse
27 -(85)
Contentnea Creek to
Streets Ferry
Contentnea Creek
From dam at Wilson
C;Sw,NSW
05/01/88
Neuse
27- 86 -(7)
Water Supply (Wiggins
Mill Pond) to Neuse
River
Little
From source to
C;Sw,NSW
05/01/88
Neuse
27 -86 -26
Contentnea Creek
Contentnea Creek
Ward Run
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -1
Contentnea Creek
Thompson Swamp
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86- 26 -1.5
Contentnea Creek
Black Swamp
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -2
Contentnea Creek
Langs Mill Run
From source to Black
C;Sw,NSW
05/01/88
Neuse
27- 86- 26 -2 -1
Swamp
Jacob Branch
From source to Black
C;Sw,NSW
05/01/88
Neuse
27- 86- 26 -2 -2
Swamp
Oldwoman Branch
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -3
Contentnea Creek
Pinelog Branch
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -4
Contentnea Creek
Middle Swamp
From source to Little
C;Sw,NSW
05/01/88
Neuse
27- 86 -26 -5
Contentnea Creek
Grinnel Slough
From soruce to Neuse
C;Sw,NSW
05/01/88
Neuse
27 -87
River
Grinnel Creek
From source to Neuse
C;Sw,NSW
05/01/88
Neuse
27 -87.5
River
Swift Creek
From source to mouth
C;Sw,NSW
05/01/88
Neuse
27- 97 -(0.5) }(
of Bear Branch
Gum Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -1
Creek
Nobel Canal
From source to Swift
C;NSW
05/01/88
Neuse
27 -97 -2
K
Creek
Horsepen Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -3
Creek
Simmon Branch
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27- 97 -3.5
Creek
Page 1 of 4
2010 -01 -02 07:08:21

Name of Stream
Description
Curr. Class
Date
Basin
Stream Index #
Fork Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -4 X
Creek
Clayroot Swamp
From source to Swift
C;Sw,NSW
05/01/88
Neuse
27 -97 -5
Creek
Thorofare Swamp
From souce to Clayroot
C;Sw,NSW
05/01/88
Neuse
27- 97 -5 -1
Swamp
Indian Well Swamp
From source to
C;Sw,NSW
05/01/88
Neuse
27- 97 -5 -2
Clayroot Swamp
Creeping Swamp
From source to
C;Sw,NSW
05/01/88
Neuse
27- 97 -5 -3
Clayroot Swamp
TAR RIVER
From a point 1.7 miles
WS- IV;NSW
08/03/92
Tar -Pamli
28 -(84)
downstream of Suggs
co
Creek to Johnsons Mill
Creek
TAR RIVER
From Johnsons Mill Run
WS- IV;NSW,CA
08/03/92
Tar -Pamli
28- (91.5)
to Greenville Raw
co
Water Supply Intake
TAR RIVER
From Greenville Raw
C;NSW
01/01/90
Tar -Pamli
28 -(94)
Water Supply Intake to
co
a point 1.2 miles
downstream of the
mouth of Broad Run
TAR RIVER
From a point 1.2 miles
B;NSW
01/01/90
Tar -Pamli
28- (99.5)
downstream of the
co
mouth of Broad Run to
the upstream side of
the mouth of Tranters
Creek
Grindle Creek
From source to Tar
C;NSW
01/01/90
Tar -Pamli
28 -100
River
co
Suggs Branch
From source to Grindle
C;NSW
01/01/90
Tar -Pamli
28 -100 -1
Creek
co
Whichard Branch
From source to Grindle
C;NSW
01/01/90
Tar -Pamli
28 -100 -2
Creek
co
Mill Branch
From source to
C;NSW
01/01/90
Tar -Pamli
28- 100 -2 -1
Whichard Branch
co
Hunting Run
From source to Grindle
C;NSW
01/01/90
Tar -Pam1i
28 -100 -3
Creek
cc
Chicod Creek
From source to Tar
C;NSW
01/01/90
Tar -Pamli
28 -101
River
co
Horseway Swamp
From source to Chicod
C;NSW
01/01/90
Tar -Pamli
28 -101 -3
Creek
co
Island Swamp
From source to Chicod
C;NSW
01/01/90
Tar -Pamli
28 -101 -4
Creek
cc
Cow Swamp
From source to Chicod
C;NSW
01101190
Tar -Pamli
28 -101 -5
Creek
co
Cross Swamp
From source to Cow
C;NSW
01/01/90
Tar -Pamli
28- 101 -5 -1
Swamp
co
Cabin Branch
From source to Cow
C;NSW
01/01/90
Tar -Pamli
28- 101 -5 -2
Swamp
co
Juniper Branch
From source to Chicod
C;NSW
01/01/90
Tar -Pam1i
28 -101 -6
Creek
co
Page 2 of 4 2010 -01 -02 07:08:21

ATTACHMENT C

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NORTH CAROLINA
PITT COUNTY
THIS LEASE AGREEMENT, Made and entered into this
the ' '9'th day- of June, 1980, by and between the Town of Winterville,�
a body corporate and politic, of Pitt County, North Carolina,
party of the first part,.'hereinafter referred to as the Lessor,
and Pitt County, a body corporate and politic of the State of
North Carolina, party of the second part, hereinafter referred. to
as the -Lessee,
WITNE -S'S'E TH:
That,
subject to
the terms and
conditions
hereinafte
set' forth, -the said
Lessor does
hereby demise
and lease
to the
Lessee, those certain premises described as follows:

"That certain tract or parcel of land being situate
in Pitt County, Winterville Township, and.-lying just west of and
contiguous to the Winterville Cemetery property and more fully
described as follows: BEGINNING at a point on the south bank of
a ditch that separates the Town of Winterville property from the
Paul Braxton property; said point being located where the existing
cemetery fence intersects the said southern bank of said ditch, and
running thence from said beginning point South 02 degrees, 14
minutes West 117.18 feet along said fence 'to the northern gatepost
of said fence; thence continuing along gate and fence South 11
degrees, 34 minutes West 34.35 feet to an angle in said fence;
thence*•South 56 degrees, 47 minutes West along said fence 101.67
feet to 'a point; thence leaving said fence and running North 77
degrees 25 minutes West 217.40 feet to a point; thence North 16

e. #2 - Lease
degrees 31 minutes East 263.50 feet to the southern batik of the
ditch between the Town of Winterville property and the Paul
Braxton. property; thence South 68 degrees 11-minutes East along
the southern bank of said ditch-251.80 feet to the point of
BEGINNING, containing 1.46 acres, according to a Map of the same
prepared by C. A. Holliday, dated May 27, 1980, a copy of which
is attached hereto and made a part of this instrument and-to whicr
Map reference is hereby made for an accurate and complete
description."
follows:
The terms and conditions of this Lease are as

FIRST: The term of this Lease shall be for a period of
five (5) years, commencing on June 15, 1980, and
expiring on June 15, 1985. The Lessee hereby reserves the right
to renew the Lease for an additional period�of five (5) years by
giving - written notice to renew thirty (30) days before the
expiration of -the first five (5) year period, at the same rental.
SECOND: . The annual rental for said land for the term of th'.
Lease will'be One Hundred Dollars ($100.00) per ye,
payable on or before June 15, of each year for the term of this
Lease. Upon execution of this Lease by the Lessor, the Lessee
shall have the right to enter said premises and commence work to
prepare the land for the use intended by the Lessee.
THIRD: The Lessee shall have the right to use said premi.st
for a 40 cubic yard solid waste container site and
will have -the right to construct ramps, access roads, concrete
retaining walls, cut ditches and do such other things as will be
necessary to utilize the premises for the intended purpose.
l

Page #3 - Lease
E
!.
FOURTH:
Upon termination.of this Lease, the Lessee shall
fill all trenches and excavations and remove any
concrete structures (upon the request of the Lessor) made by it
i� during the term of'this Lease, and shall leave said.property in
substantially the same condition as when first leased to said
Lessee.
F Access to said site shall be from North Carolina
State Road 1131 (Alford McLdwhorn Farm Road),
W and the Lessee shall have the right during the term of this Lease
to free and unhindered ingress and egress along any service roads
:within said premises utilized or constructed by the Lessee for
the most convenient use of said premises for the purposes herein
set out.

SIXTH: In accepting this Lease, the Lessee agrees to.do
the following:
1. To maintain said premises in a sanitary and
neat condition.'
r
is 2. The Lessee agrees that it wi4 be responsible
for any expense, loss or damage resulting
from any claim or cause of action arising
out of Lessee's negligent use of the premises
li
I�
SEVENTH: In the event that-the Lessee fails to pay the
rental provided for herein for a period of three
(3)-months ox fails to maintain the covenants set out above as
}
r' determined by a court of competent jurisdiction, then in such
event, the Lessor shall have the option of terminating this Lease
upon ninety (90) days' written notice, and the Lessee shall have
j said ninety (90) days within which to move its equipment and any
r improvements that it might have constructed on said
g premises and
�j desires to move.
i�
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I

Page #4 ­Lease
EIGHTH: In the event that any'succeeding Board of
Commissioners for the County.of Pitt should fail
to appropriate the necessary funds during each budget year for
the continuance of said Lease, then and in such event, this Lease
shall terminate-as of June 14th of the fiscal year in which no
were:appropriated.
..-IN.WITNESS WHEREOF, the said Lessor and Lessee have
caused this.-Lease to be signed in their names, the day and year
'first above written, in duplicate originals, one of which is
etained by each of the parties.
TOWN OF WINTERVILLE, A BODY
CORPORATE AND POLITIC OF-,PITT.
COUNTY, ORT CAROLINA
BY z _� r. T
Lo

S
'T COUNTY, A BODY CORPORATE
► POLITIC
. -i
ED N. WARREN) CHAIRMAN
BOARD OF COMMISSIONERS

NORTH CAROLINA )
)SS.
PITT COUNTY )
On this the 9th day -of June ,
19.80_, -personally 'came before me,
a Notary Public in- and for* Pitt County, North Carolina,
,.who, -being by me duly
sworn, 'says that -o knows the-common seal of Pitt - County, a
body corporate and politic, and that is acquainted with
who is Chairman of the Pitt
County Board of Commissioners, and saw the said Chairman sign
-the foregoing instrument and saw the said common seal of Pitt
Co,6ty affixed'to 'said instrument by said.Chairman, and that
the said Clerk, signed
�ame in attestation of the. execution -of the said -
instrument in the.presence of the said Chairman of the said
Board.
T_TT YnaTT

NORTH CAROLINA
)SS.
OUNTY OF-PITT
On this the' ' `_s� day of emu\ 1980,
,ersonally came before me,''�
i Notary Public in and for Pitt County, North Carolina,
who, being by me
iuly sworn, says that knows the common seal of the Town
:)f Winterville, a. body corporate and politic. of Pitt County, North
Carolina, and that is acquainted with
who is Chairman of the Board of Commissioners
of the Town of Winterville, and saw the-said Chairman sign the
foregoing Lease Agreement and saw the common seal of the Town of
Winterville affixed to said instrument by said Chairman, and that
the said
signed.' name in'attestation of the-execution of said
instrument in the presence of the said Chairman of the said Board.
WITNESS my.-hand and Notarial Seal, this the
day of .......� 1980.
NOTARY PUBLIC
commission expires:

ATTACHMENT G

"I, M - - ma
Town of
Winterville, NC

0- 04- 09128889
AN ORDINANCE REVISING, CONSOLIDATING, ELABORATING, AND ADDING
TO THE ORDINANCES OF THE TOWN OF WINTERVILLE, NORTH CAROLINA
The Board of Aldermen of the Town of Winterville, NC do
hereby ordain that all of the following named articles and
sections shall be and are duly made ratified and adopted as
the "Storm Water Drainage Ordinance of the Town of Winterville,
North Carolina ".
In the interpretation and application, the provision of this
ordinance shall be held to be the minimum requirements, adopted
for the promotion of.the public health, safety, morals, and
general welfare. Wherever the requirements of lawfully adopted
rules, regulations, ordinances, deed restrictions, or covenants
apply, the most restrictive, or that imposing the highest
standards shall govern.
Should any section or provision of this ordinance be
declared invalid by the courts, such decision shall not affect
the validity of the ordinance as a whole, or any part thereof,
other than the part so declared to be invalid.
This ordinance shall take effect and be in force from and
after its passage and adoption.
Adopted this the _12th_ day of _September___, 1988__
E. C. Hines, Mayor
-- 17:�� ue-- - - - - - --
o No Town Clerk

Storm Water Drainage Ordinance
Town of Winterville, North Carolina
ARTICLE I. PURPOSE AND AUTHORITY
In pursuance of the authority conferred by Article 8
of Chapter'160A of the General Statutes of North Carolina and for
the purpose of promoting the health, safety, and welfare of the
citizens of the Town of Winterville, THE BOARD OF ALDERMEN OF THE
TOWN OF WINTERVILLE, NORTH CAROLINA, DO HEREBY ORDAIN AND ENACTS
INTO LAW THE FOLLOWING ARTICLES AND SECTIONS:
ARTICLE II. GENERAL
The Storm Water Drainage Ordinance for the Town of
Winterville is hereby established and includes provisions for
drainage systems for new subdivision and /or resubdivision
approved after the adoption date of this ordinance.
ARTICLE III. NEW SUBDIVISIONS
Section A. All subdivisions, and or resubdivisions, approved
after the adoption date of this ordinance, shall have drainage
systems installed by the developer /owner in accordance with the
Subdivision Regulations of the Town of Winterville. Any drainage
ditch in a subdivision which will require a 48 -inch diameter or
smaller pipe shall be piped. This shall apply to a) new ditches
required for development of the subdivision, and b) existing
ditches that will require substantial improvement for development
of the subdivision. Larger ditches may be left open but shall be
constructed in accordance with United States Soil Conservation
Service (USCS) requirements as these requirements apply in Pitt
County. The required pipe sizes shall be as determined by the
engineer for the developer and approved by the Town.
ARTICLE IV. PRIVATE PROPERTY OTHER THAN SUBDIVISIONS
Section A. The Town will participate with property owners in
the installation of storm water drains crossing private property
other than new subdivisions, within the corporate limits of the
Town and /or within an area under formal consideration for
annexation by the Town Board of Aldermen, under the following
conditions:
1. The storm water drains to be installed will carry
storm drainage water discharged from a street or
streets dedicated and.accepted for public.
purposes.
2. The property owner(s) shall furnish the Town
without cost therefore, a duly signed good and
sufficient statement of interest and a petition,
conveying to the Town perpetual permission to
enter and cross their property as necessary for

the purpose of doing any and all types of work
related to storm water drainage. Any application
for the installation of storm water drainage must
be signed by 100 percent of the affected
residents within the project area proposed.
3. All pipe sizes, structural accessories, discharge
points, and other specifications shall be as
determined by the Town.
4. The Town will furnish the labor and equipment
necessary for installation of the storm water
drains. The property owner(s) will provide all
materials necessary for construction of the storm
water drains. These materials shall include
headwal -1s, manholes, catch basins, and all other
structures normal to a complete storm water
drainage system.
5. All storm water drainage construction shall be
done on a schedule established by the Town so as
not to interfere with other Town projects and
then only as budgeted funds for this purpose are
available.
6. Due to the greatly increased cost of labor,
equipment, and engineering, Town participation in
the construction of any storm water drainage
systems which require a pipe size larger than 48
inches shall be considered only after specific
authorization by the Town Board of Aldermen has
been received.
ARTICL� V. ADDITIONAL PROVISIONS
. 3.
Section A. No action or inaction of the Town pursuant to this
Storm Water Drainage Ordinance shall impose upon the Town of
Winterville, its-agents, officers, or employees, any
responsibility of liability of any kind, past.or future, relating
to any person or property. No such action by the Town shall be
considered as a taking or appropriation of any stream, drain, or
ditch as part of the Town's drainage system.
Section B. The conditions set forth in this Storm Water
Drainage Ordinance, and particularly the easements provided by
execution of petitions, shall be binding on the heirs,
successors, assigns, and grantees of the petitioner(s).
Section C. All decisions concerning application of the Storm
Water Drainage Ordinance shall be under the authority of the Town
Board of Aldermen.

ORDINANCE NO. 01-53.
ORDINANCE AMENDING THE STORM WATER DRAINANGE ORDINANCE
ARTICLE III. NEW SUBDIVISIONS, SECTION A OF THE TOWN OF
WINTERVILLE CODE OF ORDINANCES
BE IT ORDAINED by the Board of Aldermen of the Town of Winterville, North
Carolina that:
Article III - New Subdivisions of the Storm Water Drainage Ordinance of the
Town of Winterville is hereby amended as follows:
Section A. All subdivisions, and or resubdivisions, approved -after the adoption
date of this ordinance, shall have piped drainage systems installed by the
developer /owner in accordance with the Subdivision Regulations of the Town of
Wintervi le. The required pipe sizes shall be as determined by the engineer for the
developer, reviewed by the Town Engineer, and approved by the Town.
Section B. This amendment applies to any preliminary plats submitted aer
the adoption date of this ordinance. -
Adopted this the 8th day of January, 2001.
A",
/�.
Doug A Jackso ayor
ATTEST:
4TanH. L ary, Town Clerk

BUILDINGS, CONSTRUCTION AND RELATED ACTIVITIES-
ARTICLE IV. SOIL EROSION AND SEDIMENTATION CONTROL,
Sec. 4- 110.Title
This article may be cited as the County of Pitt Soil Erosion and Sedimentation Control
Ordinance.
(Ord. Of 3- 15 -93; § 1; Ord. Of 7= 15 -96, § 1)
Sec. 4411 Purposes
This article is adopted for the purposes of-
A- Regulating certain land- dishubing activity to control accelerated erosion and sedimentation in
order to prevent the pollution of water and other damage to lakes, watercourses, and other
public and private property by sedimentation; and
B. Establishing procedures through which these purposes can be fi,1fi11e4.
C. Regulating soil erosion and sedimentation in accordance with the Sedimentation Pollution
Control Act of 1973, N.C.G.S. 113A-50, et seq.
(Ord. Of 3- 15 -93; § 2; Ord. 7- 15 -96, § 2)
Sec. 4 -112. Authwity
Pitt County hereby exercises its authority to enact the control of soil erosion and sedimentation
pursuant to the North Carolina General Statutes 113A 60.
(Ord. Of 3- 15 -93, § 3; Ord. Of 7- 15 -96, § 3)
Sec. 4 -113. Jurisdiction
This article shall govern the control of soil erosion and sedimentation within Pitt County and
outside the jurisdiction of any incorporated municipality; filrthermore, this article may also
regulate the control of soil erosion and sedimentation within the jurisdiction of any municipality
whose governing body by resolution agrees to such regulation; provided, however, that any such
municipal governing body, upon one year's written notice, may withdraw its approval of the Pitt
County Soil Erosion and Sedimentation Control Ordinance, and those regulations shall have no
further effect within the municipality's jurisdiction (except state's exclusive jurisdiction as
provided in (GS 113A- 56(A)).
(Ord. Of 3- 15 -93, § 4; Ord. Of 7- 15 -96, § 4)
Sec. 4 -114. Definitions

As used in this article, unless the context clearly indicates otherwise, the following definitions
apply:
Accelerated Erosion means any increase over the rate of natural erosion as a result of land -
disturbing activity.
Act means the North Carolina Sedimentation Pollution Control Act of 1973, N.C.G.S. 113A-50,
et seq. and all rules and orders adopted pursuant to it.
Active construction means activities, which contribute directly to the building of facilities
including land- disturbing activities for roads, parking lots, footings, etc.
Adequate Erosion Control Measure, Structure, or .Device means one which controls the soil
material within the land area under responsible control of the person conducting the land -
disturbing activity.
Affiliate means a person that directly, or indirectly through one or more intermediaries' controls,
is controlled by or is under common control of another person.
Being conducted means a land - disturbing activity has been initiated and permanent
Stabilization of the site has not been completed.
Borrow means fill material, which is required for on-site construction and is obtained from
other locations.
Buffer Zone means the strip of land adjacent to a lake or natural watercourse.
Caving means the collapse of a bank by undercutting due to wearing away of the toe or an
erodible soil layer above the toe.
Coastal Counties means the following counties: Beaufort, Bertie, Brunswick, Camden,.
Carteret, Chowan, Craven, Currituck; Dare, Gates, Hertford, Hyde, New Hanover, Onslow,
Pamlico, Pasquotank, Pender, Perqu mans, Tyrrell and Washington.
Commission means the North Carolina. Sedimentation Control Commission.
Committee means the Technical Review Committee (TRC).
Completion of Construction or Development means that no further land- disturbing activity
is required on a phase of a project except that which is necessary for establishing a permanent
ground cover.
Denuded means the removal of ground cover from, on, or above the soil surface.

Department means the North Carolina Department of Environment and Natural
Resources (DENR).
Director means the Director of the Division of Land Resources (DENR).
of the Department of Environment and Natural Resources.
Discharge Point means that point at which runoff leaves a tract of land.
District means the Pitt County Soil and Water Conservation District created pursuant to
Chapter 139, North Catolina General Statutes.
Drainage Easement means a minimum strip of land reserved for conveyance of stormwater
generally located along the rear or side lot lines, but may cross lots at such points that will not
pose a hazard to persons or property.
Energy Dissipator means a structure or a shaped channel section with mechanical
armoring placed at the outlet of pipes or conduits to receive and break down the energy
from high velocity flow.
Erosion means the wearing away of land surface by the action of wind, water, gravity, or
any combination thereof.
Failure means the collapse or slippage of a large mass of bank material into a ditch or stream.
Ground Cover means any natural vegetative growth or other material which renders the
soil surface stable against accelerated erosion.
High Quality Asters means those classified as such in 15ANCAC 2B.4101(e) (5) -
General Procedures, which is incorporated herein by reference to include further
amendments pursuant to G.S. 150B- 14(c).
High Quality Water (HQWj Zones means areas in the Coastal Counties that are within
575 (five hundred and seventy-five) feet of High Quality Waters and for the remainder of the
state areas that are within one mile and drain to HQW s.
Lake or Natural Watercourse means any stream;, river, brook, swamp, sound, bay, creek,
run, branch, canal, waterway, estuary, and any reservoir, lake or pond, natural or
impounded, in which sediment may be moved or carried in suspension, and which could be
damaged by accumulation of sediment.
Land - disturbing Activity means any use of the land by any person in residential, industrial,
educational, institutional or commercial development, highway and road construction and

maintenance that results in a change in the natural cover or topography and that may cause or
contribute to sedimentation.
Local Government means any county, incorporated village, town, or city, or any combination of
counties, incorporated villages, towns, and cities, acting through a joint program pursuant to the
provisions of the Act.
Natural erosion means the wearing away of the earth's surface by water, wind, or other
natural agents under natural environmental conditions undisturbed by man.
On -site soil loss means sedimentation that has not been deposited off -site, but has been deposited
from its natural origin on a given parcel of property.
Parent an affiliate that directly or indirectly through one or more intermediaries, controls another
person.
Person means any individual, partnership, firm, association, joint venture, public or private
corporation, trust, estate, commission, board, public or private institution, utility, cooperative,
interstate body, or other legal entity.
Person Conducting Land - Disturbing Activity means any person who may be held responsible for
a violation unless expressly provided otherwise by this Ordinance, the Act, or any order adopted
pursuant to this Ordinance or the Act.
Person Responsible for the Violation as used in this Ordinance, and G. S. 113A -64, means:
(1) The developer or other person who has or holds himself out as having financial or operational
control over the land - disturbing activity; or
(2) The landowner or person in possession or control of the land when he. has directly or
indirectly allowed the land - disturbing activity or has benefited from it or he has failed to comply
with any provision of this Ordinance, the Act, or any order adopted pursuant to this Ordinance or
the Act as imposes a duty upon him.
Phase of Grading means one of two types of grading, rough or fine.
Plan means an erosion and sedimentation control plan.
Receiving Watercourse means a lake, natural watercourse, or other natural or manmade area into
which stormwater run-off flows from a land - disturbing activity.
Rill Erosion means the removal of soil particles from a bank slope by surface runoff moving
through relatively small channels.

Sediment means solid particulate matter, both mineral and organic, that has been or is being
transported by water, air, gravity, or ice from its site of origin.
Sedimentation means the process by which sediment resulting from accelerated erosion has been
or is being transported off the site of the land - disturbing activity or into a lake or natural
watercourse.
Siltation means sediment resulting from accelerated erosion which is settleable or removable by
properly designed, constructed, and maintained control measures; and which has been
transported from its point of origin within the site of a land- disturbing activity; and which has
been deposited, or is in suspension in water.
Storm Drainage Facilities means the system of inlets, conduits, channels, ditches, and
appurtenances which serve to collect and convey storm water through and from a given drainage
area.
Storm Water Runoff means the direct runoff of water resulting from precipitation in any form.
Subsidiary an affiliate that is directly, or indirectly through one or more intermediaries,
controlled by another person.
Technical Review Committee (TRQ — mean Representatives of local and state agencies who
collectively review and evaluate Erosion and Sedimentation Control Plans for compliance with
all regulations.
Ten Year Storm - means the surface runoff resulting from a rainfall of an intensity expected to be
equaled or exceeded, on the average, once in ten years, and of a duration which will produce the
maximum peak rate of runoff, for the watershed of interest under average antecedent wetness
conditions.
Tract - means all contiguous land and bodies of water being disturbed or to be disturbed as a
unit, regardless of ownership.
Twenty Five Year Storm - means the surface runoff resulting from a rainfall of an intensity
expected to be equaled or exceeded, on the average, once in 25 years, and of a duration which
will produce the maximum peak rate of runoff from the watershed of interest under average
antecedent wetness conditions.
Uncovered - means the removal of ground cover from, on, or above the soil surface.
Undertaken means the initiating of any activity, or phase of activity, which results or will result
in a change in the ground cover or topography of a tract of land.

Velocity - means the average velocity of flow through the cross section of the main channel at the
peak flow of the storm of interest. The cross section of the main channel
flood height shall be
defined area
defined by the geometry of the channel plus the area of flow below g by
vertical lines at the main channel banks. Overload flows are not to be included for the purpose
of computing velocity of flow.
Waste - means surplus materials resulting from on-site construction and disposed of at other
locations.
Working Days - means days exclusive of Saturday and Sunday during which weather conditions
or soil conditions permit land- disturbing activity to be undertaken.
(Ord. Of 3- 15 -93, § 5; Ord. Of 7- 15 -96, § 5)
Sec. 4 -115. Scope and Exclusions
This article shall not apply to the following land- disturbing activities:
a. Activities, including the breeding and grazing of livestock, undertaken on agricultural land for
the production of plants and annals useful to man, including, but not limited to:
1. Forages and sod crops, grains and feed crops, tobacco, cotton, and peanuts.
2. Dairy animals and dairy products.
3. Poultry and poultry products.
4. Livestock, including beef cattle, sheep, swine, horses, ponies, mules, and goats.
5. Bees and apiary products.
6. Fur producing animals.
b. Activities undertaken on forestland for the production and harvesting of timber and timber
products and conducted in accordance with best management practices set out in Forest Practice
Guidelines-Related to Water Quality as adopted by the Department. If land - disturbing activity
undertaken on forest land for the production and harvesting of timber and timber products is not
conducted in accordance with Forest Practice Guidelines Related to Water Quality, the
provisions of this Ordinance shall apply to such activity and any related land- disturbing activity
on the tract; and
c. Activities for which a permit is required under the Mining Act of 1971, Article 7 of Chapter
74 of the General Statutes.
d. Land - disturbing activity over which the State has exclusive regulatory jurisdiction as provided
in G.S. 113A-56(a),
e. For the duration of an emergency, activities essential to protect human life.
(Ord. Of 3- 15 -93, § 6; Ord. Of 7- 15 -96, §6)

Sec. 4 -116. General Requirements
a. Plan Required. No person shall initiate any land- disturbing activity when more than one acre
is to be disturbed, without having an erosion control plan approved by the County of Pitt.
b. Less than one acre disturbance. Whenever the disturbed area on a. tract is to be less than one
acre, no erosion control plan is required. However, the person conducting the land- disturbing
activity is still responsible for installing and maintaining erosion control measures.
c. Protection of Property. Persons conducting land - disturbing activity shall take all reasonable
measures to protect all public and private property from damage caused by such activity.
d More Restrictive Rules Shall Apply — Whenever conflicts exist between federal, state, or local
laws, ordinances, or rules, the more restrictive provision shall apply.
Sec. 4- 117.Administration
a. Pitt County Technical Review Committee (TRQ
1. Composition: The Committee as established by the Pitt County Board of Commissioners on
May 21,199 1, shall consist of one representative from each of the following agencies:
North Carolina Department of Transportation
Pitt County Emergency Services Department
Pitt County Engineering Department
Pitt County Environmental Health Division
Pitt County Planning Department
Pitt County Soil Conservation Service
Any change in the membership structure of the Technical Review Committee shall be approved
by the Board of Commissioners.
2. Duties: The Committee shall review all erosion and sedimentation control plans. It shall
approve, modify, or disapprove based on the plan's compliance with this article.
3. Organization: The Committee shall operate as a staff committee and shall meet and
correspond as necessary to approve plans and enforce this article.
b. Pitt County Sediment Control Officer
1. Appointment: The Pitt County Manager shall appoint a Sediment Control Officer. The
Sediment Control Officer may be a county employee.
2. Term of Appointment: The term of the Sediment Control Officer shall be determined by the
County Manager.

3. Duties: The Sediment Control Officer shall be:
a. Responsible for the enforcement of the Pitt County Sediment Control Ordinance;
b. Responsible for periodic on -site inspections.
(Ord. Of 3- 15 -93, § 8; Ord. Of 7- 15 -96, § 8)
Sec. 4 -118. Basic Control Objectives
An erosion and sedimentation control plan may be disapproved for failure to comply with this
article or if the plan fails to address the following control objectives:
1. Identify Critical Areas - On -site areas, which are subject to severe erosion, and off -site areas,
which are especially vulnerable to damage from erosion and/or sedimentation, are 'to be
identified and receive special attention.
2. Limit Time of Exposure - All land- disturbing activity is to be planned and conducted to limit
exposure of denuded areas to the shortest feasible time.
3. Limit Exposed Areas - All land - disturbing activity is to be planned and conducted to minimize
the size of the area to be exposed or denuded at any one time.
4. Control Surface Water - Surface water runoff originating upgrade of exposed areas should be
controlled to reduce erosion and sediment loss during the period of exposure.
5. Control ,Sedimentation - All land- disturbing activity is to be planned and conducted to prevent
off -site sedimentation damage and on —site soil loss.
6. Manage Storm Water Runoff - When the increase in the velocity of storm water runoff
resulting from a land- disturbing activity is sufficient to cause accelerated erosion of the receiving
watercourse, plans are to include measures to control the velocity to the point of discharge so as
to minimize accelerated erosion of the site and increased sedimentation of the stream.
(Ord. Of 3- 15 -93, § 9; Ord. 7- 15 -96, § 9)
Sec. 4 -119. Mandatory Standards for Land- disturbing Activity
No land - disturbing activity subject to the control of this article shall be undertaken except in
accordance with the following mandatory standards:
1. Buffer Zone
a. No land- disturbing activity during periods of construction or improvement to land shall be
permitted in proximity to a lake or natural watercourse unless a buffer zone is provided along the

margin of the watercourse of sufficient width to confine visible siltation within the twenty -five
percent (25 %) of the buffer zone nearest the land- disturbing activity. Waters that have been
classified as trout waters by the Environmental Management Commission shall have an undis-
turbed buffer zone 25 feet wide or of sufficient width to confine visible siltation within the
twenty -five percent (25 %) of the buffer zone nearest the land - disturbing activity, whichever is
greater. Provided, however, that the County of Pitt may approve plans which include land -
disturbing activity along trout waters when the duration of said disturbance would be temporary
and the extent of said disturbance would be minimal. This subdivision shall not apply to a land -
disturbing activity in connection with the construction of facilities to be located on, over, or
under a lake or natural watercourse.
b. Unless otherwise provided, the width of a buffer zone is measured from the edge of the water
to the nearest edge of the disturbed area, with the 25 percent of the strip nearer the land -
disturbing activity containing natural or artificial means of confining visible siltation.
2. Graded Slopes and Fills - The angle for graded slopes and fills shall be no greater than the
angle which can be retained by vegetative cover or other adequate erosion control devices or
structures. In any event, slopes left exposed will, within 15 working days or 30 calendar days,
whichever is shorter, of completion of any phase of grading, be planted or otherwise provided
with ground cover, devices, or structures sufficient to restrain erosion.
3. Ground Cover - Whenever land- disturbing activity is undertaken on a tract comprising more
than one acre, if more than one acre is uncovered, the person conducting the land - disturbing
activity shall install such sedimentation and erosion control devices and practices as are
sufficient to retain the sediment generated by the land- disturbing activity within the boundaries
of the tract during construction upon and development of said tract, and shall plant or otherwise
provide a permanent ground cover sufficient to restrain erosion after completion of construction
or development, Except as provided in Section 4 -120 (b) (5), provisions for a ground cover
sufficient to restrain erosion must be accomplished within 15 working days or 90 calendar days
following completion of construction or development whichever period is shorter.
4. Prior Plan Approval - No person shall initiate any land- disturbing activity on a tract if more
than one acre is to be uncovered unless, 30 or more days prior to initiating the activity, an
erosion and sedimentation control plan for such activity is filed with and approved by the County
of Pitt.
(Ord. Of 3- 15 -93, § 10; Ord. Of 7- 15 -96, §10)
Sec. 4 -120. Design and Performance Standards
a. Except as provided in subsection (b)(2) hereinbelow, erosion and sedimentation control
measures, structures, and devices shall be so planned, designed, and constructed as to provide
protection from the calculated maximum peak rate of run off from the 10 -year storm. Runoff
rates shall be calculated using the procedures in the USDA, Soil Conservation Service's

"National Engineering Field Manual for Conservation Practices ", or other acceptable calculation
procedures.
b. In High. Quality Water (HQW) zones the following design standards shall apply:
1. Uncovered areas in HQW zones shall be limited at any time to a maximum total area within
the boundaries of the tract of 20 acres. Only the portion of the land - disturbing activity within a
HQW zone shall be governed by this section. Larger areas may be uncovered within the bounda-
ries of the tract with the written approval of the Director.
2. Erosion and sedimentation control measures, structures, and devices within. HQW zones shall
be so planned, designed and constructed to provide protection from the run off of the 25 -year
storm which produces the maximum peak rate of run off as calculated according to procedures in
the United States Department of Agriculture Natural Resources Conservation Service's "National
Engineering Field Manual for Conservation Practices" or according to procedures adopted by
any other agency of this State or the United States or any generally recognized organization or
association.
3. Sediment basins within. HQW zones shall be designed and constructed such that the basin will
have a settling efficiency of at lest 70% for the 40 micron (0.04 mm) size soil particle transported
into the basin by the runoff of that 2 -year storm which produces the maximum peak rate of
runoff as calculated according to procedures in the United States Department of Agriculture Soil
Conservation Service's "National Engineering Field Manual for Conservation Practices" or
according to procedures adopted by any other agency of this state or the United States or any
generally recognized organization or association_
4. Newly constructed open channels in HQW zones shall be designed and constructed with side
slopes no steeper than 2 horizontal to 1 vertical if a vegetative cover is used for stabilization
unless soil conditions permit a steeper slope or where the slopes are stabilized by using
mechanical devices, structural devices or other acceptable ditch liners. In any event, the angle
for side slopes shall be sufficient to restrain accelerated erosion.
5. Ground cover sufficient to restrain erosion must be provided for any portion: of a land -
disturbing activity in a HQW zone within 15 working d4ys or 60- calendar days following
completion of construction or development, whichever period is shorter.
(Ord. Of 3- 15 -93, § 11; Ord. Of 7- 15 -96, § 11)
Sec. 4 -121. Stormwater Outlet Protection
(a) Persons shall conduct land- disturbing activity so that the post construction velocity of the 10-
year storm run off in the receiving watercourse to the discharge point does not exceed the greater
of

l.The velocity established by the table in subsection (d); or
2. The .velocities of the 10 -year storm run off in the receiving watercourse prior to development.
If conditions (1) or (2) of this Paragraph cannot be met, then the receiving watercourse to and
including the discharge point shall be designed and constructed to withstand the expected
velocity anywhere the velocity exceeds the "prior to development" velocity by 10 %.
(b) Acceptable Management Measures - Measures applied alone or in combination to satisfy the
intent of this section are acceptable if there are no objectionable secondary consequences. The
Commission recognizes that the management of stormwater runoff to minimize or control
downstream channel and bank erosion is a developing technology. Innovative techniques and
ideas will be considered and may be used when shown to have the potential to produce
successful results. Some alternatives are to:
1. Avoid increases in surface runoff volume and velocity by including measures to promote
infiltration to compensate for increased runoff from areas rendered impervious,
I Avoid increases in stormwater discharge velocities by using vegetated or roughened swales
and waterways in lieu of closed drains and high velocity paved sections,
3. Provide energy dissipators at outlets of storm drainage facilities to reduce flow velocities to
the point of discharge. These may range from simple riprapped sections to complex structures,
4. Protect watercourses subject to accelerated erosion by improving cross sections and/or
providing erosion-resistant lining.
(c) Exceptions - This rule shall not apply where it can be demonstrated that stormwater discharge
velocities will not create an erosion problem in the receiving water course.
(d) The following is a table for maximum permissible velocity for stormwater discharges:
Maximum permissible velocities
F.P.S. M.P.S.
Material
Fine sand (noncolloidal)
2.5
.8
Sandy loam (noncolloidal)
2.5
.8
Silt loam (noncolloidal)
3.0
.9
Ordinary firm loam
3.5
1.1
Fine gravel
5.0
1.5
Stiff clay (very colloidal)
5.0
1.5
Graded, loam to cobbles (noncolloidal)
5.0
1.5
Graded, silt to cobbles (colloidal)
5.5
1.7
Alluvial silts (noncolloidal)
3.5
1.1

Alluvial silts (colloidal) 5.0 1.5
Coarse gravel (noncolloidal) 6.0 1.8
Cobbles and shingles 5.5 1.7
Shales and hard pans' 6.0 1.8
Source - Adapted from recommendations by Special Committee on Irrigation Research,
American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous
channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous
channels, and by 0.8 for highly sinuous channels.
(Ord. Of 3- 15 -93, § 12; Ord. Of 7- 15 -96, § 12)
Cross Reference —Flood Damage Prevention Ordinance, § 4 -80 et. seq.
Sec. 4 -122. Sorrow and Waste Areas
When the person conducting the land- disturbing activity is also the person conducting the
borrow or waste disposal activity, areas from which borrow is obtained and which are not
regulated by the provisions of the Mining Act of 1971, and waste areas for surplus materials
other than landfills regulated by the Department's Division of Solid Waste Management, shall be
considered as part of the land - disturbing activity where the borrow material is being used or from
which the waste material originated. When the person conducting the land - disturbing activity is
not the person obtaining the borrow and/or disposing of the waste, these areas shall be consid-
ered a separate land- disturbing activity.
(Ord. Of 3- 15 -93, § 13; Ord. Of 7- 15 -93, §13)
Sec. 4 -123. Access and Haul Roads
Temporary access and haul roads, other than public roads, constructed or used in connection with
any land- disturbing activity shall be considered a part of such activity.
(Ord. Of 3- 15 -93, § 14; Ord. Of 7- 15 -96, § 14)
Sec. 4 -124. Operations in Lakes or Natural Watercourses
Land- disturbing activity in connection with construction in, on, over,' or under a lake or natural
watercourse shall be planned and conducted in such manner as to minimize the extent and
duration of disturbance of the stream channel. The relocation of a stream, where relocation is an
essential part of the proposed activity, shall be planned and executed so as to minimize changes
in the stream flow characteristics, except when justification for significant alteration to flow
characteristic is provided. This rule shall not require ground cover on cleared land forming the
future basin of a planned reservoir, provided adequate erosion and sediment control measures are
in place.
(Ord. Of 3- 15 -93, § 15; Ord. Of 7- 15 -96, § 15)
Sec. 4 -125. Responsibility for Maintenance

During the development of a site, the person conducting the land- disturbing activity shall install
and maintain all temporary and permanent erosion and sedimentation control measures as
required by the approved plan or any provision of this Ordinance, the Act, or any order adopted
pursuant to this Ordinance or the Act. After site development, the land owner or person in
possession or control of the land shall install and/or maintain all necessary permanent erosion
and sediment control measures, except those measures installed within a road or street right -of-
way or easement accepted for maintenance by a governmental agency.
(Ord. Of 3- 15 -93, § 16; Ord. Of 7- 15 -96, § 16)
Sec. 4 -126. Additional Measures
Whenever the County of Pitt determines that significant sedimentation is occurring as a result of
land- disturbing activity, despite application and maintenance of protective practices, the person
conducting the land disturbing activity will be required to and shall take additional protective
action.
(Ord. Of 3- 15 -93, § 17; Ord. Of 7- 15 -96, § 17)
Sec. 4 -127. Existing Uncovered Areas
(a) All uncovered areas existing on the effective date of this Ordinance which resulted from land -
disturbing activity exceed one acre, are subject to continued accelerated erosion, and are causing
off -site damage from sedimentation, shall be provided with a ground cover or other protective
measures, structures, or devices sufficient to restrain accelerated erosion and control off -site
sedimentation.
(b) The County of Pitt will serve upon the landowner or other person in possession or control of
the land a written notice of violation by registered or certified mail, return receipt requested, or
other means reasonably calculated to give actual notice. The notice will set forth the measures
needed to comply and will state the time within which such measures must be completed. In
determining the measures required and the time allowed for compliance, the authority serving
notice shall take into consideration the economic feasibility, technology, and quantity of work
required, and shall set reasonable and attainable time limits of compliance.
(c) The County of Pitt reserves the right to require preparation and approval of an erosion control
plan in any instance where extensive control measures are required.
(d) This rule shall not require ground cover on cleared land forming the future basin of a planned
reservoir, provided adequate erosion and sediment control measures are in place..
Sec. 4-128. Permits
(a) No person shall undertake any land- disturbing activity subject to this Ordiname'without first
obtaining a permit therefore from the County of Pitt except that no permit shall be required for
any land- disturbing activity:

I.for the purpose of fighting fires; or
2. for the stock piling of raw or processed sand, stone, or gravel in material processing plants and
storage yards, provided that sediment control measures have been utilized to protect against off -
site damage; or
3. that do not intend to exceed 43,560 square feet in surface area. In determining the area, lands
under one or diverse ownership being developed as a unit will be aggregated.
(b) The Pitt County Board of Commissioners may establish a fee if considered necessary.
(Ord. Of 3- 15 -93, § 19; Ord. Of 7- 15 -96, § 19)
See. 4 -129. Erosion and Sedimentation Control Plans
(a) An erosion control plan shall be prepared for all land- disturbing activities subject to this
article whenever the proposed activity is to be undertaken on a tract comprising more than one
acre, if more than one acre is to be uncovered. The plan shall be filed with the County of Pitt and
a copy shall be simultaneously submitted to the Pitt County Soil and Water Conservation
District, at least 30 days prior to the commencement of the proposed activity.
(b) Persons conducting land- disturbing activity on a tract which covers one or more acres shall
file six copies of the erosion control plan with the County of Pitt, at least 30 days prior to
beginning such activity and shall keep another copy of the plan on file at the job site. After
approving the plan, if the County of Pitt either upon review of such plan or on inspection of the
job site, determines that a significant risk of accelerated erosion or off -site sedimentation exists,
the County of Pitt will require a revised plan. Pending the preparation of the revised plan, work
shall cease or shall continue under conditions outlined by the appropriate authority.
(c) Erosion control plans may be disapproved unless accompanied by an authorized statement of
financial responsibility and ownership. This statement shall be signed by the person financially
responsible for the land - disturbing activity or his attorney in fact. The statement shall include
the mailing and street addresses of the principal place of business of the person financially
responsible and of the owner of the land or their registered agents. If the person financially
responsible is not a resident of North Carolina, a North Carolina agent must be designated in the
statement for the purpose of receiving notice of compliance or non - compliance with the plan, the
Act, this Ordinance, or rules or orders adopted or issued pursuant to this Ordinance.
(d) The Pitt Soil and Water Conservation District shall review the plan and submit any comments
and recommendations to the County of Pitt within 20 days after the Soil and Water Conservation
District received the erosion control plan, or within any shorter period of time 4s may be agreed
upon by the Soil and Water Conservation District and Pitt County. Failure of the Soil and Water
Conservation District to submit its comments and recommendations within 20 days or within any
agreed upon shorter period of time shall not delay final action on the plan.

(e)The County of Pitt will review each complete plan submitted to them and within 30 days of
receipt thereof will notify the person submitting the plan that it has been approved, approved
with modifications, approved with performance reservations, or disapproved. The County shall
condition approval of a plan based on the applicant's compliance with federal and state water
quality laws, rules and regulations. Failure to approve, approve with modifications, approve
with performance modifications or disapprove a complete erosion and sedimentation control plan
within 30 days of receipt shall be deemed approval. Disapproval of a plan must specifically state
in writing the reasons for disapproval. The County of Pitt must approve, approve with
modifications, or disapprove a revised plan within 15 days of receipt, or it is deemed to be
approved. If, following commencement of a land- disturbing activity pursuant to an approved
plan, the County of Pitt determines that the plan is inadequate to meet the requirements of thi$
Ordinance, the County of Pitt may require any revisions of the plan that is necessary to comply
with this Ordinance. Failure to approve, approve with modifications or disapprove a revised
erosion control plan within 15 days of receipt shall be deemed approval of the plan. The County
of Pitt may establish an expiration date for erosion control plans approved under this Ordinance.
(f) Any plan submitted for a land disturbing activity for which an environmental document is
required by the North Carolina Environmental Policy Act (G.S. 113A -1, et. seq.) shall be
deemed incomplete until a complete environmental document is available for review. The
County of Pitt shall promptly notify the person submitting the plan that the 30 day time limit for
review of the plan pursuant to Section 20 (E) of this article shall not begin until a complete
environmental document is available for review.
(g)The plan required by this section shall contain architectural and engineering drawings, maps,
assumptions, calculations, and narrative statements as needed to adequately describe the
proposed development of the tract and the measures planned to comply with the requirements of
this Ordinance. Plan content may vary to meet the needs of specific site requirements. Detailed
guidelines for plan preparation may be obtained from the County of Pitt on request.
(h) A local government may disapprove an erosion control plan upon finding that an applicant, or
a parent, subsidiary or other affiliate of the applicant:
(1) Is conducting or has conducted land disturbing activity without an approved plan, or has
received notice of violation of a plan previously approved by the Commission or a local
government pursuant to the Act and has not complied with the notice within the time specified in
the notice;
(2) Has failed to pay a civil penalty assessed pursuant to the Act or a local Ordinance adopted
pursuant to the Act by the time the payment is due;
(3) Has been convicted of a misdemeanor pursuant to G.S. 113A -64(b) or any criminal provision
of a local Ordinance adopted pursuant to the Act oi;

(4) Has failed to substantially comply with State rules or local ordinances and regulations
adopted pursuant to the Act.
(5) Has failed to submit a revised plat reflecting recommended changes by TRC by the given
deadline following a TRC meeting.
For purposes of this subsection H. an applicant's record may be considered for only the two years
prior to the application date.
(i) The plan shall consist of a narrative report and map. The narrative shall contain the following:
1. The name and address of the landowner, the developer, registered agent, attorney-in-fact, and
the person submitting the plan,
2. A general description of the predominant soil types on the site;
3. A timing schedule and sequence of operations stating the expected starting and completion
dates of the development sequence;
4. The estimated time of exposure of each area prior to the completion of effective erosion and
sedimentation control measures and other related data such as seeding mixtures and rates, type of
sod, seed bed preparation, lime and fertilizer application, and mulching;
5. A statement giving any applicable engineering assumptions and calculations.
The map shall contain the following:
1. Title, scale, north arrow, date, and name of person preparing the plan;
2. Vicinity map drawn to a scale of not less than 2,000 11. to one inch showing the relationship of
the site to its general surroundings;
3. Boundary lines of the site on which the work is to be performed, including' the approximate
acreage of the site;
4. Existing contours with intervals of not more than five feet where the slope is from ten
percent to twenty percent and not more than two feet where the slope is less than ten percent;
5. Existing topography, including existing strews and ditches, water bodies, structures, road,
and vegetative cover of the site and on land adjacent to the site;
6. Proposed improvements of the site, proposed changes to the land surface and vegetative
cover, and areas of cuts and fills;

7. All drainage provisions, including culvert piping, ditches, sediment basins, diversions, or
other devices;
8. Vegetative and nonvegetative protection measures, including paving, riprap, and walls to be
constructed in connection with the proposed work;
9. Facilities for erosion control during construction and during the life of the facility.
10. Description of Riparian Buffer Zones
11. Map legend clarifying symbols and abbreviations.
12. Applicable Parcel Number(s) of site
0) Application for amendment of an erosion control plan in written and/or graphic form may be
made at any time under the same conditions as the original application. Until such time as said
amendment is approved by the County of Pitt, the land - disturbing activity shall not proceed
except in accordance with the erosion control plan as originally approved.
(k) Any person engaged in land - disturbing activity who fails to file a plan in accordance with
this article, or who conducts a land- disturbing activity except in accordance with provisions of
an approved plan, shall be deemed in violation of this article.
(Ord. Of 3- 15 -93, § 20; Ord. Of 7- 15 -96, § 20)
(1) An erosion control plan shall expire three years following the date of approval, if no land -
disturbing activity has been undertaken.
Sec. 4 -130. Appeals
(a) Except as provided in subsection (b) hereinbelow, the appeal of a disapproval or approval
with modifications of a plan shall be governed by the following provisions:
1. The disapproval or modification of any proposed erosion control plan by the County of Pitt
shall entitle the person submitting the plan to a public hearing if such person submits written
demand to the County Manager for a hearing within. 15 days after receipt of written notice of
disapproval or modification.
2. Hearings held pursuant to this section shall be conducted by the Pitt County Board of
Commissioners at their next regularly scheduled meeting after the date of the appeal or request
for a hearing.
3. The Pitt County Board of Commissioners will render their final decision on any erosion
control plan upon which a hearing is requested within 30 days of receipt of the recommendations
from the agency conducting the hearing.

4. If the Board of Commissioners upholds the disapproval or modification of a proposed soil
erosion and sedimentation control plan following the hearing, the person submitting the plan
shall then be entitled to appeal the local government's decision to the North Carolina
Sedimentation Control Commission as provided in Section 113A-61(C) of the General Statutes
and Title 15A NCAC 4B .001 S(d).
(b) In the event that an erosion control plan is disapproved pursuant to Section 4 -129 (h) of this
Ordinance, the County of Pitt shall notify the Director of the Division of Land Resources of such
disapproval within 10 days. The County of Pitt shall advise the applicant and the Director in
writing as to the specific reasons that the plan was disapproved. The applicant may appeal the
County of Pitt disapproval of the plan pursuant to Section 4 -129 (h) of this Ordinance directly to
the Commission.
(Ord. Of 3- 15 -93, § 21; Ord. Of 7- 15 -96, § 21)
Sec. 4 -131. Inspections and Investigations
(a) Agents, officials, or other qualified persons authorized by the County of Pitt will periodically
inspect the sites of land- disturbing activities. to ensure compliance with the Act, this article, or
rules or orders adopted or issued pursuant to this article, and to determine whether the measures
required in the plan are effective in controlling erosion and sediment resulting from land-
disturbing activity. Notice of the right to inspect shall be included in the certificate of approval
of each erosion control plan.
(b) No person shall willfully resist, delay, or obstruct an authorized representative, employee, or
agent of the County of Pitt, while that person is inspecting or attempting to inspect a land -
disturbing activity under this section.
(c) If, it is determined that a person engaged in land- disturbing activity has failed to comply
with the Act, this Ordinance, or rules, or orders adopted or issued pursuant to this Ordinan ce, a
notice of violation shall be served upon that person. The notice may be served by any means
authorized under GS lA 1, Rule 4. The notice shall specify a date by which the person must
comply with the Act, or this article; or rules, or orders adopted pursuant to this article. However,
no time period forcompliance need be given for failure to submit an erosion control plan for
approval or for obstructing, hampering or interfering with an authorized representative while in
the process of carrying out his official duties. Any person who fails to comply within the time
specified is subject to the civil and criminal penalties provided in this article.
(d) The County of Pitt shall also have the power to conduct such investigations as it may
reasonably deem necessary to carry out its duties as prescribed in this article and for this
purpose to enter at reasonable times upon any property, public or private, for the purpose of
investigating and inspecting the site or any land disturbing activities.

(e) The County of Pitt shall also have the power to require written statements, or the filing of
reports under oath, with respect to pertinent questions relating to land- disturbing activities.
(Ord. Of 3- 15 -93, § 22; Ord. Of 7- 15 -96, § 22)
Sec. 4-132. Penalties
(a) Civil Penalties
1. Any person who violates any of the provisions of this Ordinance, or rules or orders
adopted or issued pursuant to this Ordinance, or who initiates or continues a land- disturbing
activity for which an erosion control plan is required except in accordance with the terms,
conditions, and provisions of an approved plan, is subject to a civil penalty. The maximum civil
penalty for a violation, other than a violation of a stop -work order issued under G.S. 113A-65.1,
is five thousand dollars ($5000.00). The maximum civil penalty for a violation of a stop -work
order is five thousand dollars ($5,000.00). No penalty shall be assessed until the person alleged
to be in violation has been notified of the violation sec 4- 131 -(c) article. If, after the allotted time
period has expired, the violator has not completed corrective action, a civil penalty may be
assessed from the first day the violation is detected. However, no time period for compliance
need be given for or for obstructing, hampering or, interfering with an authorized representative
while in the process of carrying out his official duties. Each day of continuing violation shall
constitute a separate violation.
2. The Technical Review Committee (TRC) shall determine the amount of the civil penalty
to be assessed under this subsection and shall notify the person who is assessed the civil penalty
of the amount of the penalty and the reason Bat .assessing the penalty. In determining the
amount of the penalty, the committee shall consider the following criteria:
a. Severity of the Violation,
b. Degree and extent of harm,
c. Type of violation,
d. Duration,
e. Cause,
f. Extent of any off -site damage which may have resulted,
g. Effectiveness of action taken by violator,
h. Adherence to plan submitted by violator,
i. Effectiveness of plan submitted by violator,
j. Cost of rectifying any damage,
k. The violator's previous record in complying with the rules of the commission,
L Estimated cost of installing and/ or maintaining corrective sediment control measures,
m. Staff investigative costs
The Notice of Assessment shall be served by any means authorized under section 4- 131(c), and
shall direct the violator to either pay the assessment or contest the assessment, within 30 days
after receipt of the notice of assessment, by written `demand for a hearing. A hearing on a civil
penalty shall be conducted by the committee, within (30) days after the date of the written

demand for the hearing. The agency conducting the hearing shall make its recommendation to
the governing body of the County of Pitt, within (15) days after the date of the hearing. The
governing body shall render its final decision on the civil penalty within (30) days of the
receipt of the recommendation from the agency. Appeal from the final decision of the
governing body shall be to the Superior Court of the county where the violation occurred, or the
location of the violator's residence or principal place of business.
3. If payment is not received within 30 days after demand for payment is made, the County
of Pitt may institute a civil action to recover the amount of the assessment. The civil action
maybe brought in the Superior Court of the county where the violation occurred, or the
violator's residence or principal place of business is located. Such civil actions must be filed
within three (3) years of the date the assessment was due. An assessment that is not contested
is due when the violator is served with a notice of assessment. An assessment that is contested
is due at the conclusion of the administrative and judicial review of the assessment.
4.Civil penalties collected pursuant to this article shall be credited to the general fund of the
local government as nontax revenue.
(b) Criminal Penalties. Any person who knowingly or willfully violates any provision of this
article, or rule or order adopted or issued pursuant to this article, or who knowingly or willfully
initiates or continues a land - disturbing activity for which an erosion control plan is required
except in accordance with the terms, conditions, and provisions of an approved plan, shall be
guilty of a Class 2 misdemeanor which may include a fine not to exceed $5,000.
(Ord. Of 3- 15 -93, § 23; Ord. Of 7- 15 -96, § 23)
Sec. 4 -133. Injunctive Relief
(a) Whenever the County of Pitt has reasonable cause to believe that any person is violating or
threatening to violate this article or any rule or order adopted or issued pursuant to this article,
or any term, condition, or provision of an approved erosion control plan, it may, either before or
after the institution of any other action or proceeding authorized by this Ordinance, institute a
civil action in the name of the County of Pitt for injunctive relief to restrain the violation or
threatened violation. The action shall be brought in the Superior Court of Pitt County.
(b) Upon determination by a court that an alleged viola lion is occurring or is threatened, the
court shall enter any order or judgment that is necessary to abate the violation to ensure that
restoration is performed, or to prevent the threatened violation. The institution of an action for
injunctive relief under this section shall not relieve any party to the proceedings from any civil or
criminal penalty prescribed for violations of this article.
Sec. 4 -134. Restoration of areas affected by failure to comply
The County of Pitt, may require a person who engaged in a land - disturbing activity and failed to
retain sediment generated by the activity, as required by G. S. 1 13A 57(3), to restore the waters

and land affected by the failure so as to minimize the detrimental effects of the resulting
pollution by sedimentation. This authority is in addition to any other civil or criminal penalty or
injunctive relief authorized under this article.
(Ord. Of 7- 15 -96, § 25)
Secs. 4 -135 --4-139. Reserved.
PROPOSED FEE SCHEDULE
SEDIMENTATION AND EROSION CON'T'ROL PLAN SUBMISSION
Flat fee per disturbed acre ......................$200.00
NOTES:
(1) Disturbed acreage is that area which is to be cleared, graded, ditched, etc. in a manner where
the actual soil is disturbed.
(2) A phase of development is defined as the area of a project which is graded in one continuous
operation, under one contract, containing the improvements required for the approval of the
same final plat or secured by the same financial guarantee. Plans submitted for a whole
development but constructed in phases will require submission fees for each phase, payable prior
to the construction of that phase.

NORTH CAROLINA INTERLOCAL AGREEMENT
PITT COUNTY BETWEEN TOWN OF WINTERVILLE AND PITT
COUNTY -FLOOD DAMAGE PREVENTION
ORDINANCE
THIS AGREEMENT, made and entered into this the 13`' day of November 2001, by and
between the Town of WINTERVILLE, a municipal corporation organized and existing pursuant to the
laws of the State of North Carolina, Party of the First Part and hereinafter referred to as the TOWN and
Pitt County, a political subdivision of the state of North Carolina established and operating pursuant to
the laws of the State of North Carolina, Party of the Second Part and hereinafter referred to as the
COUNTY;
WITNESSETH:
WHEREAS, the TOWN and the COUNTY, pursuant to the authority granted by the North
Carolina General Statutes 160A -461, hereby covenant and agree as follows:
1. That the TOWN hereby contracts with the COUNTY to use the services of the Planning and
Inspections Departments of the COUNTY to administer the TOWN'S Flood Damage Prevention
Ordinance within the corporate limits and extra - territorial jurisdiction of the TOWN.
2. That-the COUNTY'S Flood Damage Prevention Ordinance and any amendments thereto are
hereby adopted by the TOWN, through execution of this Interlocal Agreement, as well as by Resolution
of the Town Board, and the same shall apply within the corporate limits and extra - territorial jurisdiction
of the TOWN.
3. That the services of the Pitt County Planning and Inspections Departments shall be performed
at no cost to the TOWN. However, should any claims arise, the TOWN agrees to indemnify and hold the
COUNTY, its employees, agent and contractors harmless from any and all claims for liability, loss,
WINTERVI LE FLOOD DAMAGE PREVENTION ORDINANCE P.I

injury, damages to persons or property, costs or attorney's fees resulting from any action brought against
Pitt County, its employees, agents, contractor and Commissioners arising as a result of these services
performed on behalf of the TOWN that are the subject matter of this Agreement.
4. That all fees and charges associated with administering the Flood Damage Prevention
Ordinance as adopted by the Board of County Commissioners, shall be collected by the COUNTY, shall
be the sole property of the COUNTY, and no part hereof shall be payable to the TOWN.
5. That all development to take place within the TOWN's corporate limits or extra - territorial
jurisdiction shall be subject to the rules and regulations set forth in the aforementioned Flood Damage
Prevention Ordinance. No building permits shall be issued for any property until the flood zone is
determined and the necessary building standards are met if the property is Iocated within the one
hundred (100) year floodplain. If the structure is to be constructed within the flood hazard area,
preliminary and final elevation certificates will be required.
6. That the Pitt County Planning and Inspections Departments will use every effort to enforce
the Flood Damage Prevention Ordinance, except that if any civil or criminal action becomes necessary,
the TOWN shall bring any legal action as may be required to effectively enforce said Ordinance, upon
written notice from the Pitt County Planning or Inspections Department of such violations.
7. That this Agreement shall continue until such time as either the TOWN or COUNTY resolves
to discontinue the Agreement and presents six (6) months written notice to the other party of said
termination or upon mutual agreement of both parties.
8. This Agreement may only be modified in writing and executed by both parties.
9. That the effective date of this Interlocal Agreement shall be January 1, 2002.
WDMRVILLE FLOOD DAMAGE PREVENTION ORDINANCE P.2

NORTH CAROLINA WINTERVILLE /PITT COUNTY
INTERLOCAL AGREEMENT
PITT COUNTY HAZARD NUTIGATION GRANT PROGRAM
THIS AGREEMENT, made and entered into this the f —day of 14 1999,
by and between the Town of Winterville, a municipal corporation organized and existing
pursuant to the laws of the State of North Carolina, hereinafter referred to as the TOWN, and
Pitt County, apolitical subdivision of the State of North Carolina established and operating
pursuant to the laws of the State of North Carolina, hereinafter referred to as the COUNTY;
WITNESSETH:
WHEREAS, there are many dwellings in the extraterritorial jurisdiction of the TOWN
subject to repetitive flood loss which are. in need. of acquisition /demolition/relocation;
WHEREAS, the TOWN proposed to undertake. a Federal Emergency Management
Agency (hereinafter referred to as FEMA) financed rehabilitation activity that will include the
repair and/or acquisition/demolition/relocation of storm - damaged housing units located within
the extraterritorial jurisdiction of the TOWN;
WHEREAS, FEMA requires the TOWN and the COUNTY to have an interlocal
cooperation agreement since certain Hazard Mitigation Grant Program (hereinafter referred to as
HM-GP) activities being conducted by the TOWN will be located within the COUNTY and
outside the corporate limits of the TOWN; and
WHEREAS, Part 1 of Article 20 of Chapter 160A of the North Carolina General Statutes
empowers the TOWN and the COUNTY to enter into an interlocal agreement in order to execute
an undertaking whereby a unit of local government exercises any power, fiuzction, public 1.
enterprise, right, privilege, or immunity either jointly with or o_n behalf.of anothe_ r unit of local
Doc. #60607 v -1
P. 1

government;
NOW, THEREFORE, for and in consideration of the mutual benefits, covenants, and
promises contained herein, the parties hereto agree as follows:
Pu ose. The purpose of this Agreement is to enable the COUNTY to undertake FEMA
funded activities in the TOWN and its extraterritorial jurisdiction outside the corporate
limits of the TOWN. The COUNTY shall conduct these HMGP activities on behalf of
the TOWN.and at its request.
2. Duration. The term of this Agreement shall be fora period of two (2) years commencing
on the date first above written. This Agreement may be extended for an additional term
upon mutual agreement of the parties.
3. Joint Agency. No joint agency will be needed to implement this Agreement.
4. Personnel. The COUNTY will select and employ personnel to implement approved
FEMA activities undertaken within the jurisdiction of the TOWN.
5. Financing: The COUNTY will draw down FEMA funds to pay for properly documented
COUNTY expenses for HMGP- eligible activities on behalf of the TOWN. The TOWN
will not be responsible for reimbursement to- the COUNTY for any expenses incurred by
the COUNTY related to HGMP activities conducted pursuant to this Agreement.
6. Prouarn Compliance The COUNTY will assume responsibility for FEMA compliance
related to the specific hazard mitigation activities conducted pursuant to this Agreement.
Compliance issues related to specific COUNTY- sponsored hazard mitigation activities
conducted on behalf of the TOWN include URA procurement, EEO, housing quality
standards, FEMA (Stafford Act) compliance on- activities partially funded with HMGP
Doc. #60607 v -1
P. 2

funds, and NEPA/SEPA environmental compliance. The COUNTY will assume
responsibility for general program compliance related to the hazard mitigation activities
conducted pursuant to this Agreement. 'General program compliance issues: financial
management, quarterly reporting, fair housing, Section 504, and audit compliance.
7. Ownership/Disposition of Real Property. Any real property acquired within the corporate
limits of the TOWN will be titled in the name of the TOWN to be retained by it to be
used and ultimately disposed of in accordance with applicable government regulations,
with particular attention to the requirements of the Stafford Act and the preservation of
open space in flood hazard areas.
8. Amendments. This Agreement may be amended only by mutual agreement of the parties.
9. Termination. This Agreement may be terminated by action of the governing body of
either party; provided, however, this Agreement may not be terminated unilaterally by
either party during the period of time the currently - approved HMGP program is being
implemented. During implementation of this program, termination must be by mutual
agreement of the parties in a manner satisfactory to the FEMA.
IN TESTIMONY WHEREOF, the TOWN has.caused this Agreement to be .executed as
its act and deed by the Mayor, attested by the Town Clerk, and its seal to be hereunto affixed, all
by the authority of its Town Council; and the COUNTY has caused this document to be executed
by its Chairman, attested by the Clerk to the Board, and its seal to be hereunto affixed, all by the
authority of its Board of Commissioners duly given; all as of the day and year first above written.
TOWN OF WMERVILLE
By: &tit 4
Doug Ja son, Mayor
Doa #60607 v -1 P- 3

IN WITNESS WHEREOF, the Town of WINTERVILLE has caused this Agreement to be
signed in its name by its Mayor attested by its Clerk, and its Official Seal to be hereunto affixed, and Pitt
County has caused this Agreement to be signed in its name by the Chairman of the Board of
Commissioners and attested by the Clerk of its Board and its Official Seal to be hereunto affixed, the
day and year first above written.
.`gyp .••. ,AG.,�
OpRPORg -r �� TOWN OF WINTERVILLE
rn
• By: APUe�'
A
• •..•' C). 'r .Mayor
PITT COUNTY
. y By.
r s isi Fiom.
- : I viol David Hammond, Chairman
R.T. �i.yi
ATTE9T:'
i✓IJ��
Clerk
WINTERVILLE FLooD DAMAGE PREvENTIQN ORDINANCE P,3

r
ATTEST:
Susan Banks, Clerk to the Board
AS TO
oAnne Burgdorff,
PIT'
PRE -AUDIT CERTIFICATION
This instrument has been preaudited in the manner required by the Local Government Budget and
Fiscal Control Act.
•.• - I •
Town of Winterville
PRE -AUDIT CERTIFICATION
This instrument has been preaudited in the manner required by the Local Government Budget and
Fiscal Control Act.
Melonie Bryan, inane Director
Pitt County
Doc. #160607 v -1
p. 4

ATTACHMENT F

ATTACHMENT E

STORMWATER ADVISORY COMMITTEE MEMBER INFORMATION
NAME
Ms. Tammy Atchison
Mr. Scott Gardner
Ms. Myriah Shewchuk
Mr. Ronald Stephenson
Mr. David Webb
ADDRESS
464 Channel Drive, Winterville, NC 28590
564 Channel Drive, Winterville, NC 28590
150 Grandifloria Court, Winterville, NC 28590
144 Foxcroft Lane, Winterville, NC 28590
697 Tabard Road, Winterville, NC 28590

Stormwater Advisory Committee Charter
The Town of Winterville, North Carolina
A. There is hereby created a Stormwater Advisory Committee ( "Committee')
for the purpose of providing stormwater management policy guidance to
the Town of Winterville. The Committee shall be comprised of five (5)
members appointed by the Board of Alderman. The Committee should be
composed of a cross section of local citizens and stakeholders
representing neighborhood groups, professional organizations, industrial
and commercial associations, environmental groups, builders
associations, and others that the Town recognizes as having an interest in
stormwater management issues. Of the members first appointed, one (1)
shall hold office for the term of one 1
term of two 2 ()Year, two (2) shall hold office for the
() years, and two (2) shall hold office for a term of three (3)
years. Their successors shall be appointed for terms of three years from
and after the expiration of the terms of their predecessors in office. If a
vacancy shall occur otherwise than by expiration of a term, it shall be filled
by the Mayor by appointment for the unexpired term subject to
confirmation by the Board of Alderman. The Committee shall hold a
regular meeting once a quarter, the date and time to be decided by the
Committee at its first meeting. Other meetings will be held as necessary,
with agreement by a majority of the Committee.
B. The purpose and duties of the Committee shall be:
1. To provide an exchange of information between the public
and Town officials on flooding and stormwater drainage
concerns.
2. To provide input on stormwater services policy development
3. To assist in prioritizing capital improvement projects
4. To recommend from time to time to the Town polices for
establishing new kinds of stormwater drainage service,
preserving and expanding service and making changes in
service for the benefit of the public
5. To review and recommend a Maintenance Program
6. To review and recommend the appropriate level of funding to
7. To assist nt programs
he development of astormwater ordinance

WINTERVILLE NC PHASE II STORMWATER PERMIT
PERMIT NO.: NCS000507
SUBMITTED: 01 -25 -2011
EFFECTIVE DATE: 12 -01 -2011
EXPIRATION DATE; 11 -30 -2016
COUNTY PITT
ADMINSTRATIVE REGION: WASHINGTON
;;BASIN NAME: NEUSE

1
tate of North Carolina
'j` epartment of Environment & Natural
jivision of Water Quality
OFFIC USE ONLY _
Resources Date Recd
Fee Paid
Permit Number
NPDES STORMWATER PERMIT APPLICATION FORM
This application form is for use by public bodies seeking NPDES stormwater permit coverage for Regulated Public
Entities (RPE) pursuant to Title 15A North Carolina Administrative Code 2H .0126. A complete application
package includes this form and three copies of the narrative documentation required in Section X of this form.
This application form, completed in accordance with Instructions for competing NPDES Small M54 Stormwater
Permit Application (SWU -270) and the accompanying narrative documentation, completed in accordance with
Instructions for Preparing the Comprehensive Stormwater Management Prc.::?ram Report (SWU -268) are both
required for the application package to be considered a complete application submittal. Incomplete application
submittals may be returned to the applicant.
I.
APPLICANT STATUS INFORMATION ❑ New Application ® R72newal (Permit No. NCS0QQM )
a.
Name of Public Entity
TOWN OF WINTERVILLE
Seeking Permit Coverage
b.
Ownership Status (federal,
ran
LOCAL
state or local)--'�
c.
Type of Public Entity (city;
TOWN JAN 2 2010
town, county, prison, school,
etc.
d.
Federal Standard Industrial
SIC 91— 97 & y�miw01 r Bra
Classification Code
PITT
e. County(s)
F
Jurisdictional Area (square
4.51 sm TOWN LIMITS
miles)
6.25 sm ETJ TOTAL 10.76 sm
permanent 8946 yeer 2009 per State
g. Population
Seasonal (if available)
N/A
h.
Ten -year Growth Rate
135% Based on the population in 1999 (3,801) and the populatio
in 2009 (8,949)
i.
Located on Indian Lands?
❑ Yes 0 N
i
II. RPE / MS4 SYSTEM INFORMATION
Page 1
SWU- 264 - 103102

State of North Carolina _. OFFIC USE ONLY
Department of Environment & Natural Resources Date Recd
Division of Water Quality Fee Paid
Permit Number
NPDES STORMWATER PERMIT APPLICATION FORM
This application form is for use by public bodies seeking NPDES stormwater permit coverage for Regulated Public
Entities (RPE) pursuant to Title 15A North Carolina Administrative Code 2H .0126. A complete application
package includes this form and three copies of the narrative documentation required in Section X of this form.
This application form, completed in accordance with Instructions for completing NPDES Small M54 Stormwater
PermitAppiication (SWU -270) and the accompanying narrative documentation, completed in accordance with
Instructions for Preparing the Comprehensive Stormwater Management Program Report (SWU 268) a re both
required for the application package to be considered a complete application submittal. Incomplete application
submittals may be returned to the applicant.
I.
APPLICANT STATUS INFORMATION ❑ New Application ® Renewal (Permit No. NCS000507 )
a.
Name of Public Entity
TOWN OF WINTERVILLE
Seeking Permit Coverage
b.
Ownership Status (federal,
LOCAL
state or local
c.
Type of Public Entity (city,
TOWN
town, county, prison, school,
etc.
d.
Federal Standard Industrial
SIC 91— 97
Classification Code
e.
County(s)
PITT
f.
Jurisdictional Area (square
4.51 sm TOWN LIMITS
miles)
6.25 sm ETJ TOTAL 10.76 sm
g.
Population
Permanent
8946 year 2009 per State
Seasonal (if available)
N/A
h.
Ten -year Growth Rate
135% Based on the population in 1999 (3,801) and the populatio
in 2009 (8,949)
L
Located on Indian Lands?
❑ Yes ® No
II. RPE / MS4 SYSTEM INFORMATION
SWU- 264 - 103102
Page 1

NPDES RPE Stormwater Permit Application
III. EXISTING LOCAL WATER QUALITY PROGRAMS
a. Local Nutrient Sensitive Waters Strategy
® Yes El No
b. Local Water Supply Watershed Program
® Yes El
c. Delegated Erosion and Sediment Control Program
® Yes ❑ No
d. CAMA Land Use Plan
E01 Yes ® No N/A
IV. CO- PERMIT APPLICATION STATUS INFORMATION
(Complete this section only if co- permitting)
a. Do you intend to co- permit with
FO] es ® No
a permitted Phase I entity?
b. If so, provide the name and permit number of that entity:
• Name of Phase I MS4
N/A
• NPDES Permit Number
N/A
c. Do you intend to co- permit
El Yes ®No
with another Phase II entity?
1717 W. 5t' Street (Pitt County Plannong)
Greenville NC
d. If so, provide the name(s) of
N/A
the entity:
Yes E-1 No
e. Have legal agreements been
finalized between the co-
❑ Yes ® No N/A
ermittees?
V. RELIANCE ON ANOTHER ENTITY TO SATISFY ONE OR MORE OF YOUR PERMIT OBLIGATIONS
(If more than one, attach additional sheets)
a. Do you intend that another
entity perform one or more of
our ermit obli ations?
® Yes ❑ No
b. If yes, identify each entity and the element they will be implementing
• Name of Entity
County of Pitt
• Element they will implement
Hazard mitigation ordinance, Flood damage prevention ordinance and Soil
erosion & Sedentation ordiance
• Contact Person
Mr. Jonas Hill
• Contact Address
1717 W. 5t' Street (Pitt County Plannong)
Greenville NC
• Contact Telephone Number
252- 902 -3279
c. Are legal agreements in place
to establish responsibilities?
Yes E-1 No
VI. DELEGATION OF AUTHORITY (OPTIONAL)
The signing official may delegate permit implementation authority to an appropriate staff member. This
delegation must name a specific person and position and include documentation of the delegation action
through board action.
a. Name of person to which permit authority N/A
has been delenai-Pri
b. Title /position of person above j N/A
c. Documentation of board action delegating permit authority to this person /position must be
provided in the attached application report. N/A
SWU- 264 - 103102
Page 2

NPDES RPE Stormwater Permit Application
VII. SIGNING OFFICIAL'S STATEMENT
Please see the application instructions to determine who has signatory authority for this permit
application. If authority for the NPDES stormwater permit has been appropriately delegated through
board action and documented in this permit application, the person /position listed in Section VI above
may sign the official statement below.
I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properlygather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations
Signature
Name of Contact
Person
Name
Mr. William P. Whisnant
Title
Town Manager
Street Address
2571 Railroad Street
PO Box
PO Box 1459
City
Winterville
State
NC
Zip
28590
Telephone
252- 756 -2221
Fax
252 - 321 -8455
E -Mail
Bill.whisnant @wintervillenc.com
VIII. MS4 CONTACT INFORMATION
Provide the following information for the person /position that will be responsible for day to day
implementation and oversight of the stormwater program.
a.
Name of Contact
Person
John Woods
b.
Title
Public Works Director
c.
Street Address
2936 Church Street
d.
PO Box
PO Box 1459
e.
City
Winterville
f.
State
NC
g.
Zip
28590
h.
Telephone Number
252 - 756 -3045 ext. 4203
i.
Fax Number
252- 756 -6526
j.
E -Mail Address
John.woods @wintervillenc.com
SWU- 264 - 103102 Page 3

NPDES RPE Stormwater Permit Application
IX. PERMITS AND CONSTRUCTION APPROVALS
List permits or construction approvals received or applied for under the following programs. Include contact
name if different than the person listed in Item VIII. If further space needed, attach additional sheets.
a.
RCRA Hazardous Waste
N/A
Management Program
b.
UIC program under SDWA
N/A
c.
NPDES Wastewater Discharge
Permit # NC0032077, held by Contentnea Metropolitan Sewage District
Permit Number
d.
Prevention of Significant
N/A
Deterioration (PSD) Program
e.
Non Attainment Program
N/A
f.
National Emission Standards for
N/A
Hazardous Pollutants (NESHAPS)
reconstruction approval
g.
Ocean dumping permits under the
N/A
Marine Protection Research and
Sanctuaries Act
h.
Dredge or fill permits under
N/A
section 404 of CWA
X. NARRATIVE APPLICATION SUPPLEMENT - STORMWATER MANAGEMENT PROGRAM REPORT
Attach three copies of the Stormwater Management Program Report for the five -year permit term. The
Stormwater Management Program Report shall be assembled in the order and formatted in accordance with
the Table of Contents shown below, bound with tabs identifying each section by name, and include a Table
of Contents with page numbers for each entry. The required narrative information for each section is
provided in the Instructions for Preparing the Comprehensive Stormwater Management Program Report
(SWU -268).
TABLE OF CONTENTS
1. STORM SEWER SYSTEM INFORMATION
I.I. Population Served
1.2. Growth Rate
1.3. Jurisdictional and MS4 Service Areas
1.4. MS4 Conveyance System
I.S. Land Use Composition Estimates
1.6. TMDL Identification
2. RECEIVING STREAMS
Page 4
SWU- 264 - 103102

NPDES RPE Stormwater Permit Application
3. EXISTING WATER QUALITY PROGRAMS
3.1. Local Programs
3.2. State programs
4. PERMITTING INFORMATION
4.1. Responsible Party Contact List
4.2. Organizational Chart
4.3. Signing Official
4.4. Duly Authorized Representative
5. CO- PERMITTING INFORMATION (IF APPLICABLE)
5.1. Co- Permittees
5.2. Legal Agreements
5.3. Responsible Parties
6. RELIANCE ON OTHER GOVERNMENT ENTITY
6.1. Name of Entity
6.2. Measure Implemented
6.3. Contact Information
6.4. Legal Agreements
7. STORMWATER MANAGEMENT PROGRAM
7.1. Public Education and Outreach on Storm Water Impacts
7.2. Public Involvement and Participation
7.3. Illicit Discharge Detection and Elimination
7.4. Construction Site Stormwater Runoff Control
7.5. Post- Construction Storm Water Management in New Development and Redevelopment
7.6. Pollution Prevention /Good Housekeeping for Municipal Operations
SWU- 264 - 103102 Page 5

ATTACHMENT A

Table of Contents
1. Storm Sewer System Information pg.1
1.1 Population Served
1.2 Growth Rate
1.3 Jurisdictional and MS4 Service Area (Attachment A)
1.4 MS4 Conveyance System
1.5 Land Use Composition Estimates
1.6 TMDL Indentification
2. Receiving Streams (Attachment B) pg. 2
3. Existing Water Quality Programs pg. 2
3.1 Local Programs
3.2 State Programs
4. Permitting Information pg. 2 -3
4.1 Responsible Party Contact List
4.2 Organizational Chart (Attachment C)
4.3 Signing Official
4.4 Duly Authorized Representative
5. Co- Permitting Information - N/A pg. 3
6. Reliance on other government entity to satisfy one or more permit pg. 3
obligations
6.1 Name of the entity
6.2 Element to be implemented
6.3 Contact Information for the Responsible Party
6.4 Legal agreement (Attachment D)
7. Stormwater Management Program pg 3 -6
7.1 Public Education and Outreach on Storm Water
impacts
7.2 Public Involvement and Participation (Attachment E)
7.3 Illicit Discharge Detection and Elimination
7.4 Construction Site Stormwater Runoff Control
(Attachment F)
7.5 Post Construction Storm Water Management in New
Development and Redevelopment (Attachment G)
7.6 Pollution Prevention /Good Housekeeping for Municipal
Operations
8. Impaired Waters - None pg 6

TOWN OF WINTERVILLE
STORMWATER MANAGEMENT PROGRAM REPORT
NARRATIVE APPLICATION SUPPLEMENT
1. STORM SEWER SYSTEM INFORMATION
1.1 Population Served: The Town of Winterville has a permanent
population of 8,949 as established by the most recent census
1.2 Growth Rate: The Town's population growth rate for the past 10
years is 135 %. The population in 1999 was 3,801 and in 2009 it
was 8,949.
1.3 Jurisdictional and MS4 Service Area: The Town limits plus the
ETJ (Attachment A) are the jurisdictional and MS4 service area
which is a total of 10.76 square miles (Town = 4.51 and ETJ =
6.25).
1.4 MS4 Conveyance System: The Town of Winterville lies on a
relatively flat plateau between two streams (Fork Swamp and Swift
Creek) that flow to Contentnea Creek and than to the Neuse River.
A railroad runs thru the center of the town running north to south.
To the east is Fork Swamp and to the west is Swift Creek. Both of
these are within the Drainage District. The ditch and storm water
piping systems convey water from the curb and guttered streets to
these two systems. There are two railroad drainage pipe systems
that lead water to the west with the remaining stormwater east of
the railroad going eastward. The maintenance of the system is
considered good. Catch basins are routinely cleaned on a monthly
basis and stormwater piping is cleaned annually. Much attention
has been given over the past five years to cleaning, repairing,
replacing and adding stormwater infrastructure. Street flooding has
been greatly reduced.
1.5 Land Use Composition Estimates: It is estimated that the
Residential Area of the Town Limits of Winterville composes
approximately 58% of the total area. The Commercial Area is 22 %,
the Industrial Area is 5% and the Open Space Area is15%
1.6 TMDL Identification: To the best of our knowledge no Total
Maximum Daily Load Allocation has been assigned to the body of
receiving stream waters into which our stormwater drains. We
understand that our MS4 does not discharge into such a controlled
body of water or receiving stream.

2. Receiving Streams (Attachment 13)
Neuse River Rasin
Receiving
Stream name
Stream
Segment
Water Quality
Classification
Use Support
Rating
Water Quality
Issues
303(d) List
Swift Creek
27- 97 -(0.5 )
C; Sw, NSW
N/A
None
N/A
Nobel Canal
27 -97 -2
C; NSW
N/A
None
N/A
Fork Swam
27 -97-4
C; Sw, NSW
N/a
None
N/A
3. Existing Water Quality Programs
3.1 Local Programs:
The Town of Winterville has contracted with the County of Pitt to
administer the water quality programs as follows:
3.1.1 Hazard Mitigation Ordinance
3.1.2 Flood Damage Prevention Ordinance
3.1.3 Soil Erosion & Sedimentation
The County of Pitt also provides Building Inspection services to the
Town. See Below for additional information as to the Town's
reliance on other government entities.
3.2 State Programs:
Other programs that are administered by the State of North
Carolina in our jurisdiction include:
3.2.1 State Stormwater Management
3.2.2 Erosion and Sedimentation Control
3.2.3 Riparian Buffers
3.2.4 Water and Sewer Regulations
4. Permitting Information
4.1 Responsible Party Contact List:
4.1.1 The responsible party for measurable goals is:
Mr. William P. Whisnant
Town Manager
2571 Railroad Street
PO Box 1459
Winterville, NC 28590
Phone — (252) 756 -2221
Fax — [phone]
Email — bill.whisnant @wintervillenc.com
K'

4.2 Organizational Chart:
A copy of the Town's Organizational Chart is enclosed as
Attachment C
4.3 Signing Official:
The Town Manager, Mr. William P. Whisnant is the signing official
4.4 Duly Authorized Representative:
There is no other Duly Authorized Representative. Mr. John C.
Woods is the MS4 Contact Person:
Mr. John C. Woods
Public Works Director
2936 Church Street
PO Box 1459
Winterviile, NC 28590
Phone — (252) 756 -3045 ext. 4203
Fax — (252) 756 -6526
Email — john.woods @wintervillenc.com
5. Co- Permitting Information — NIA
6. Reliance on other government entity to satisfy one or more permit
obligations
6.1 Name of the entity — County of Pitt
6.2 Element to be implemented — Construction Site Runoff Controls
6.3 Contact Information for the Responsible Party — Mr. Jonas Hill,
1717 West 5t" Street, Greenville, NC, Phone — (252) 902 -3279
6.4 Legal agreement — See Attachment D for Legal agreement with Pitt
County
7. Stormwater Management Program
7.1 Public Education and Outreach on Storm Water Impacts
The Stormwater Advisory Committee has sponsored projects such
as stormwater drain labeling and an information booth at the
Town's annual Water Mellon Festival. In addition, the Public Works
Director has made many presentations to local schools, civic
organizations and churches. Information is also included in the
Town Manager's Monthly News Letter.
3

7.2 Public Involvement and Participation
The Town has an active five member Stormwater Advisory
Committee (Attachment E) that meets every quarter to review and
consider matters related to the Town's Stormwater Management
Program. The Stormwater Advisory Committee has sponsored
activities such as Stormwater Drain Labeling and Drainage Canal
Clean -up days.
7.3 Illicit Discharge Detection and Elimination
The Town Ordinances provide for misdemeanor charges to be
brought against persons that cause illicit discharges. The Public
Works Department aggressively looks for such discharges. Upon
finding them, if the discharge is not considered serious, advises the
person involved to correct the situation. If the situation is not
corrected, the Police Department is notified to investigate and take
enforcement action.
7.4 Construction Site Stormwater Runoff Control
The Town has adopted Pitt County's Soil Erosion and
Sedimentation Ordinance and has contracted with the county for
enforcement. See Attachment F
7.5 Post Construction Storm Water Management in New Development
and Redevelopment
The Town Board of Aldermen has adopted a Stormwater Control
Ordinance for all developments, both residential and commercial
that includes a requirement for stormwater detention at the 10 -yesr
rainfall intensity basis. See Attachment G
7.6 Pollution Prevention /Good Housekeeping for Municipal Operations
7.6.1 BMP Summary Table
7.6.2 To the best of our knowledge the Town does not own , or
operate any industrial facilities that are subject to NPDES
STORM WATER General Permits or individual NPDES
permits for discharges of stormwater associated with
industrial activity that ultimately discharge into our MS4.
M

7.6.3 Our employees have and will continue to be instructed in
monthly meetings concerning the prevention and reduction
of stormwater pollution from activities such as park and open
space maintenance, building maintenance, new construction
and land disturbances, and stormwater system maintenance.
Training materials include Town Ordinances and proper
maintenance techniques at employee meetings. The
Stormwater Advisory Committee is advised of the activities
of the employee training.
7.6.4 Maintenance and Inspections
Monthly the catch basins throughout the Town are inspected
and cleaned using the newly procured Jet/Vac Truck system.
The ditches and pipe systems of the Town are inspected
semi - annually. The ditch vegetation is cut twice a year.
7.6.5 Vehicular Operations
The Town Street and Town Parking are swept using a street
sweeper weekly. The Town has no waste transfer stations.
There are no salt storage locations and np snow disposal
areas. Vehicle Maintenance is performed by contract
services at the contractor's premises.
7.6.6 Waste Disposal
The Town personnel take all waste, that is not reusable dirt,
to the County Waste site. The town contracts for residential
garbage disposal. Commercial Facilities must separately
contract for Waste Disposal Services.
7.6.7 Flood Management Projects
The Town's Flood Prevention Ordinance (see Attachment )
requires flood preventative measures to restrict construction
in A flood zones and in Flood Ways.
7.6.8 Existing Ordinances
Existing Ordinances are reviewed on an annual basis by the
Stormwater Advisory Committee, Public Works Director and
Town Engineer for possible modification to address
Stormwater issues.
0

7.6.9 Other Evaluations
No other evaluations are being done at this time
7.6.10 Decision Process
The decision process for the development of a pollution
prevention /good housekeeping program for the town
municipal operations will be under auspice of the Town
Manager. After approval of the overall pollution
prevention /good housekeeping program by the Town Board
of Aldermen the implementation will be done by the Town
Manager.
The responsible person for the program is:
Mr. William P. Whisnant
Town Manager
2571 Railroad Street
PO Box 1459
Winterville, NC 28590
Phone — (252) 756 -2221
Fax — (252) 321 -8455
Email — bi ll.whisnant()-wintervillenc.com
7.6.11 Evaluation
Each year at the Town Board of Aldermen Planning Session
in February and evaluation is made of the success of the
measurable goals.
S. Impaired Waters — None

ATTACHMENT 3
DRAFT STORM WATER PERMIT

WINTERVILLE NC PHASE II STORMWATER PERMIT
PERMIT NO.: NCS000507
SUBMITTED: 01 -25 -2011
EFFECTIVE DATE: 12 -01 -2011
EXPIRATION DATE; 11 -30 -2016
COUNTY PITT
ADMINSTRATIVE REGION: WASHINGTON
BASIN NAME: NEUSE
DRAFT PERMIT NO. NCS00507 ATTACHED
INFORMATION FROM MR. BILL DIUGUID
NC DIVISION OF WATER QUALITY
PHONE NO. 919 - 807 -6369 INDICATED THAT
THE PERMIT WAS ADVERTISED AND EPA APPROVAL
WAS EXPECTED.

STATE of NORTH CAROLINA
DEPARTMENT of ENVIRONMENT and NATURAL RESOURCES
DIVISION of WATER QUALITY
PERMIT NO. NCS000507
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELI IINATION SYSTEM
In compliance with the regulations promulgated and adopted by
Management Commission, and the Federal Water Pollution Cot
Town of
is hereby authorized to discharge stormwater from their
within the town of
to receiving waters, Swift Creek, Fork Swann
with the discharge limitations, monitoring req
IV, V, VI, VII and VIII hereof.
This permit shall become effective Month Day, Year.
as
storm sewer system located:
Area
oral, within the Neuse River Basin in accordance
and other conditions set forth in Parts I, II, III,
This permit and the authorization to discharge shall expire at midnight on Month Day, Year.
Signed this day Month Day, Year.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

PERMIT NO. NCS000507
TABLE OF CONTENTS
PART I PERMIT COVERAGE
PART II FINAL LIMITATIONS AND CONTROLS FOR PERMITTED DISCHARGES
SECTION A: PROGRAM IMPLEMENTATION
SECTION B: PUBLIC EDUCATION AND OUTREACH
SECTION C: PUBLIC INVOLVEMENT AND PARTICIPATION
SECTION D: ILLICIT DISCHARGE DETECTION AND ELIMINATION
SECTION E: CONSTRUCTION SITE RUNOFF CONTROLS
SECTION F: POST - CONSTRUCTION SITE RUNOFF CONTROLS
SECTION G: POLLUTION PREVENTION AND GOOD HOUSEKEEPING FOR MUNICIPAL
OPERATIONS
SECTION H: IMPAIRED WATERS
SECTION I: TOTAL MAXIMUM DAILY LOADS (TMDLS)
llQ UUMEMgm A�E`i"`'
PART IV REPORTING AND RECORD KEEPING REQUIREMENTS
PART V STANDARD CONDITIONS
SECTION A: COMPLIANCE AND LIABILITY
SECTION B: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
SECTION C: MONITORING AND RECORDS
PART VI LIMITATIONS REOPENER
PART VII ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
PART VIII DEFINITIONS
1

PERMIT NO. NCS000507
PART I PERMIT COVERAGE
1. During the period beginning on the effective date of the permit and lasting until expiration, the
Town of Winterville is authorized to discharge stormwater from the municipal separate storm
sewer system (MS4) to receiving waters, Swift Creek, Fork Swamp, Nobel Canal, within the
Neuse River Basin. Such discharge will be controlled, limited and monitored in accordance with
the permittee's Stormwater Quality Management Program, herein referred to as the Stormwater
Plan. The Stormwater Plan shall detail the permittee's stormwater management program for the
five -year term of the stormwater permit including, for each of the measures identified in the
permit, a narrative description of the program, a table that identifies each best management
practice (BMP) used, the frequency of the BMP, the measurable goals for each BMP, the
implementation schedule, funding and the responsible person or position for implementation.
2. All discharges authorized herein shall be managed i
this permit. Any other point source discharge to sm
is an allowable non- stormwater discharge or is cove
approval.
This permit does not relieve the
applicable federal, state, or local
✓ith the terms and conditions of
the state is prohibited unless it
permit, authorization, or
nsibility for compliance with any other
ordinance, order, judgment, or decree.
4. This permit covers activities associated with the discharge of stormwater from the MS4 owned
and operated by the permittee: The permit applies to jurisdictional areas of the permittee, as well
as areas that seek coverage under, this permit through inter -local or other similar agreements with
permittee. Agreements for coverage under this permit shall be approved by the Division of Water
Quality, herein referred to as the Division.
5. The Division may deny or revoke coverage under this permit for separate entities and require
independent permit coverage as deemed necessary. In addition, the permittee may petition the
Division to revoke or deny coverage under this permit for specific entities.
6. All provisions contained and referenced in the Stormwater Plan along with all provisions and
approved modifications of the Stormwater Plan are incorporated by reference and are enforceable
parts of this permit.
7. The permittee shall implement its approved Stormwater Plan in accordance with Section
402(p)(3)(B) of the Clean Water Act, provisions outlined by the Director, and the provisions of
this permit. The specific requirements of section 402(p)(3)(B) of the Clean Water Act require that
the permittee effectively prohibit non - stormwater discharges to the permittee's MS4 and that
controls and management measures are implemented by the permittee to reduce the discharge of
pollutants from the municipal storm sewer system to the maximum extent practical.
The permit requires the proper implementation of the Stormwater Plan. The purpose of the
Stormwater Plan is the means by which the permittee will describe how it is in compliance with
the permit. Compliance with the six minimum measures in 40 CFR § 122.34(b) and the
additional provisions of Session Law 2006 -246 constitute compliance with the requirements of
this permit, the Clean Water Act and Session Law 2006 -246 to reduce the discharge of pollutants
from the MS4 to the maximum extent practicable, to protect water quality, and to satisfy the
applicable water quality requirements of the Clean Water Act. Implementation of best
Part I Page 1 of 2

PERMIT NO. NCS000507
management practices consistent with the provisions of the Stormwater Plan constitutes
compliance with the standard of reducing pollutants to the maximum extent practicable.
9. The permit authorizes the point source discharge of stormwater runoff from the MS4. In
addition, discharges of non - stormwater are also authorized through the MS4 of the permittee if
such discharges are:
(a) Permitted by, and in compliance with, another permit, authorization, or approval,
including discharges of process and non - process wastewater, and stormwater associated
with industrial activity; or
(b) Determined to be incidental non - stormwater flows that `do not significantly impact water
quality and may include:
• water line and fire hydrant flushing;
• landscape irrigation;
• diverted stream flows;
• rising groundwaters;
• uncontaminated groundwater infiltration;
• uncontaminated pumpedgroundwater,
• discharges from uncontaminated potable water sources;
• foundation drains;
• air conditioning condensate (C' ommercial/residential);
• irrigation waters;_,; >
• springs,
• water from crawl space pumps;
• footing drains;
• lawn watering;
• residential and charity car washing;
• flows from riparian habitats and wetlands;
• dechlorinated swimming pool discharges;
• street wash water;
• flows from emergency fire fighting.
The Division may require that non - stormwater flows of this type be controlled by the
permittee's Stormwater Plan.
10. Unless otherwise stated, full compliance with the requirements of the permit is expected
upon the effective date of the permit.
Part I Page 2 of 2

PERMIT NO. NCS000507
PART II FINAL LIMITATIONS AND CONTROLS FOR PERMITTED DISCHARGES
SECTION A: PROGRAM IMPLEMENTATION
The permittee will implement, manage and oversee all provisions of its Stormwater Plan to control to the
maximum extent practical the discharge of pollutants from its municipal storm sewer system associated
with Stormwater runoff and illicit discharges, including spills and illegal dumping. The overall program
implementation, however, will be subject to, at a minimum, annual review by the Division to determine
implementation status and progression toward meeting the pollutant control intent of the Stormwater
Plan. This includes, but is not limited to, the following areas:
The permittee will develop and maintain adequate legal mechanism, such as regulations,
ordinances, policies and procedures to implement all provisions of the Stormwater Plan. The
Division will be notified of major modifications of these authorities, the reasons and justifications
for these changes. The Division may comment on these modifications as deemed necessary to
assure appropriate implementation of the Stormwater,., n,
2. The permittee shall conduct an annual analysis
expenditures needed, allocated, and spent as w
allocated to meet the requirements of this perm
activities required. The analysis shalf'inelude e
preceding period, and the next reporting period
analysis shall include a description of the soure
expenditures, including legal restrictions on' the
)fthe capital and operation and maintenance
11 as the necessary staff resources needed and
t, including any implementation and enforcement
bmated expenditures for the reporting period, the
and be submitted with the annual report. Each
of funds that are proposed to meet the necessary
use of such funds.
3. The permittees will maintain adequate funding and staffing to implement and manage the
provisions of the Stormwater Plan and meet all requirements of this permit. The Stormwater Plan
shall identify a specific position(s) responsible for the overall coordination, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented and
position(s) assignments provided.
4. The permittee will implement provisions of the Stormwater Plan and assess the performance and
effectiveness of the program components. Results will be used by the permittee to modify the
program components as necessary to accomplish the intent of the Stormwater Program.
The permittee is required to keep the Stormwater Plan up to date during the term of the permit.
Where the permittee determines that modifications are needed to address any procedural,
protocol, or programmatic change, such changes shall be made as soon as practicable, but not
later than 90 days, unless an extension is approved by the Division. Major modifications the
Stormwater Plan shall be submitted to the Director for approval. The permittee is required to
make available its Stormwater Plan to the Division upon request. At a minimum, the permittee
shall include ordinances, or other regulatory mechanisms or a list identifying the ordinances, or
other regulatory mechanisms providing the legal authority necessary to implement and enforce
the requirements of the permit. The Division will review reports submitted by the Permittee to
assure that the Stormwater Plan is implemented appropriately to address the requirements of the
permit. The Division may require modifications to any part of the Permittee's Stormwater Plan
where deficiencies are found. If modifications to the Stormwater Plan are necessary then the
Division will notify the permittee of the need to modify the Stormwater Plan to be consistent with
the permit and will establish a deadline to finalize such changes to the program.
Part lI Page 1 of 19

PERMIT NO. NCS000507
6. Pursuant to 40 CFR 122.35, an operator of a regulated small MS4 may share the responsibility to
implement the minimum control measures with other entities provided:
a. The other entity, in fact, implements the control measure;
b. The particular control measure, or component thereof, is at least as stringent as the
corresponding NPDES permit requirement; and
C. The other entity agrees to implement the control measure on behalf of the MS4.
The permittee remains responsible for compliance if the other entity fails to perform the permit
obligation and may be subject to enforcement action if neither the permittee nor the other entity
fully performs the permit obligation.
Part 11 Page 2 of 19

PERMIT NO. NCS000507
SECTION B: PUBLIC EDUCATION AND OUTREACH
1. Objectives for Public Education and Outreach
Distribute educational materials to the community or conduct equivalent outreach
activities about the impacts of storm water discharges on water bodies and the steps that
the public can take to reduce pollutants in storm water runoff.
2. BMPs for Public Education and Outreach
The permittee shall implement the following BMPs to meet the objectives of the Public Education
and Outreach Program and shall notify the Division prior to modification of any goals.
BMP
Measurable Goals
a. Goals and Objectives
Defined goals and objectives of the Local Public Education and
Outreach Program based on at least three high priority
community wide issues.
b. Identify target pollutants and/or
The permittee shall, `maintain�a description of the target
stressors
pollutants and/or stressors and likely sources.
c. Identify target audiences
The permittee shall identify, assess annually and update as
necessary target audiences likely to have significant storm water
impacts and why they were selected.
d. Identify residential and
The permittee shall identify and describe issues, such as specific
industrial/commercial issues
poltatants, the sources of those pollutants, impacts on biology,
and the physical attributes of stormwater runoff, in their
education/outreach program. A minimum of three residential
and three industrial/commercial issues should be targeted as part
of the education/outreach program.
e. Identify and describe
Where applicable, the education/outreach program shall identify
watersheds in need of protection
and describe watersheds in need of protection and the issues that
and the issues that may threaten
may threaten the quality of these waters.
the quality of these waters
f. Informational Web Site
The permittee shall promote and maintain, assess and update as
necessary an internet web site.
g. Distribute public education
The permittee shall distribute, assess and update as necessary
materials to identified target
stormwater educational material to appropriate target groups in
audiences and user groups. For
such a way that is designed to convey the program's message to
example, schools, homeowners,
the target audience each year. Instead of developing its own
and/or businesses.
materials, the permittee may rely on Public Education and
Outreach materials supplied by the state, and/or other entities
through a cooperative agreement, as available, when
implementing its own program.
Part 11 Page 3 of 19

PERMIT NO. NCS000507
BMP
Measurable Goals
h. Maintain Hotline/Help line
The permittee shall promote and maintain a stormwater
hotline/helpline. The permittee may utilize an existing
hotlineJhelpline so long as it also promotes stormwater concerns
or may train staff to transfer calls to the stormwater
administrator.
i. Implement a Public Education
The permittee's outreach program, including those elements
and Outreach Program.
implemented locally or through a cooperative agreement, shall
include a combination of approaches that; are most effective at
reaching the identified target audiences based on data and
information collected by the permittee:'For each media, event or
activity, including those elements, implemented locally or
through a cooperative agreement ineasurel and record the extent
of exposure.
j. Evaluate program effectiveness
The permittee shall assess-its stormwater education/outreach
program and update as necessary.
Part H Page 4 of 19

PERMIT NO. NCS000507
SECTION C: PUBLIC INVOLVEMENT AND PARTICIPATION
1. Objectives for Public Involvement and Participation
Comply with State and local public notice requirements when implementing a public involvement
and participation program.
2. BMPs for Public Involvement and Participation
The permittee shall implement the following BMPs to meet the objectives of the Public
Involvement and Participation Program and shall notify the Division prior to modification of any
goals.
BMP
Measurable Goals
a. Allow the public an opportunity
The permittee shall conduct:at least one public meeting during
to review and comment on the
the term of the permit to allow the public an opportunity to
Stormwater Plan
review and comment on the Stormwater Plan.
b. Volunteer community
The permittee shall include and promote volunteer opportunities
involvement program
as part of its stormwater program designed to promote ongoing
citizen participation.
c. Mechanism for Public
The permittee shall'provide and promote a mechanism for public
involvement
involvement' thai provides for input on stormwater issues and the
stormwater,program. The permittee may establish a stand -alone
group ;or utilize an existing group or processes.
d. Hotline/Help line
The permittee shall promote and maintain a hotline/helpline. The
permittee may utilize an existing hotline/helpline so long as it
also promotes stormwater concerns or may train staff to transfer
calls to the stormwater administrator.
Part H Page 5 of 19

PERMIT NO. NCS000507
SECTION D: ILLICIT DISCHARGE DETECTION AND ELIMINATION (IDDE)
1. Objectives for Illicit Discharge Detection and Elimination
a. Implement and enforce a program to detect and eliminate illicit discharges into your
small MS4.
b. Maintain a storm sewer system map, showing the location of all major outfalls and the
names and location of all waters of the United States that receive discharges from those
outfalls;
C. Effectively prohibit, through ordinance, or other regulatory mechanism, non -storm water
discharges except as allowed in this permit into your storm, sewer system and implement
appropriate enforcement procedures and actions;
d. Implement a plan to detect and address non -storm water discharges, including illegal
dumping, to your system;
e. Inform public employees, businesses, and the general public of hazards associated with
illegal discharges and improper disposal of waste;, and
f. Address the following categories of non -storm wate discharges or flows (i.e., illicit
discharges) only if you identify them as significant contributors of pollutants to your
small MS4: water line flushing, landscape[irrigatiori diverted stream flows, rising ground
waters, uncontaminated ground water infiltration ;'uncontaminated pumped ground water,
discharges from potable water sources, ,foundation drains, air conditioning condensation,
irrigation water, springs, water from crawl ;space pumps, footing drains, lawn watering,
individual residential car washmg,�ftows from riparian habitats and wetlands,
dechlorinated swimming pool discharges, and street wash water (discharges or flows
from fire fighting activities are excluded from the effective prohibition against non -storm
water and need only be addressed where they are identified as significant sources of
pollutants to waters of the United States).
2. BMPs for Illicit Discharge Detection and Elimination
The permittee shall implement the following BMPs to meet the objectives of the Illicit Discharge
Detection and Elimination Program and shall notify the Division prior to modification of any
goals.
' � BMP
. Meast� able Goals
a. Maintain adequate legal authorities
The permittee shall annually review and revise as necessary
the permittee's IDDE ordinances or other regulatory
mechanisms, or adopt any new ordinances or other regulatory
mechanisms that provide the permittee with adequate legal
authority to prohibit illicit connections and discharges and
enforce the approved IDDE Program.
b. Maintain a Storm Sewer System
The permittee shall maintain, assess and update as necessary a
Base Map of Major Outfalls.
map identifying major outfalls. At a minimum, components
include major outfalls and receiving streams, and type of
conveyance system (i.e., either closed pipe or open drainage).
For closed pipe systems identify the pipe material, shape, and
size.
Part 11 Page 6 of 19

PERMIT NO. NCS000507
BMP':°
Measurable Goals...
c. Detect dry weather flows
The permittee shall implement a program for conducting dry
weather flow field observations in accordance with written
field screening procedure for detecting and tracing the sources
of illicit discharges and for removing the sources or reporting
the sources to the State to be properly permitted.
d. Investigations into the source of all
The permittee shall maintain, assess annually and update as
identified illicit discharges.
necessary written procedures for conducting investigations
into the source of all identified illicit discharges, including
approaches to requiring such discharges to be eliminated.
e. Track investigations and document
The permittee shall track all investigations and document the
illicit discharges
date(s) the illicit discharge was observed; the results of the
investigation; any follow -up of the investigation; and the date
the investigation was closed.
f. Employee Training
The permittee shall implement and document a training
program for appropriate municipal staff, who, as part of their
normal job responsibilities, may come into contact with or
otherwise observe an illicit discharge or illicit connection to
the storm sewer system. The training program shall identify
appropriate staff, the schedule for conducting the training and
the propel procedures for reporting and responding to an illicit
discharge 'or connection. Follow -up training shall be provided
as needed to address changes in procedures, techniques, or
='staffing. The permittee shall document and maintain records of
the training provided and the staff trained.
g. Provide Public Education
The permittee shall inform public employees, businesses, and
the general public of hazards associated with illegal discharges
and improper disposal of waste.
by Public reporting mechanism
The permittee shall promote, publicize, and facilitate a
reporting mechanism for the public and staff to report illicit
discharges and establish and implement citizen request
response procedures. The permittee shall conduct reactive
inspections in response to complaints and follow -up
inspections as needed to ensure that corrective measures have
been implemented by the responsible party to achieve and
maintain compliance.
i. Procedures to identify and report
The permittee shall establish and implement, assess annually
failed septic system.
and update as necessary written procedures to identify and
report to the County health department failed septic systems
located within the permittee's planning jurisdiction.
Part H Page 7 of 19

PERMIT NO. NCS000507
j. Procedures to identify and report The permittee shall establish and implement, assess annually
sanitary sewer overflows. and update as necessary written procedures to identify and
report sanitary sewer overflows and sewer leaks to the system
operator.
k. Enforcement The permittee shall implement a mechanism to track the
issuance of notices of violation and enforcement actions. This
mechanism shall include the ability to identify chronic
violators for initiation of actions to reduce noncompliance.
1. Spill response procedure The permittee shall maintain, assess annually and update as
necessary written spilUduiapingresponse :procedures.
Part 11 Page 8 of 19

PERMIT NO. NCS000507
SECTION E: CONSTRUCTION SITE RUNOFF CONTROLS
The permittee relies on the Pitt County Sediment and Erosion Control Program to comply with
this minimum measure. The Pitt County Sediment and Erosion Control Program effectively meets
the requirements of the Construction Site Runoff Controls by permitting and controlling
development activities disturbing one or more acres of land surface and those activities less than
one acre that are part of a larger common plan of development. This program is authorized under
the Sediment Pollution Control Act of 1973 and Chapter 4 of Title 15A of the North Carolina
Administrative Code.
2. The NCGO10000 permit establishes requirements for construction
such as discarded building materials, concrete truck washout,, the
at the construction site that may cause adverse impacts to water q
3. The permittee shall provide and promote a means for the
authorities of observed erosion and sedimentation proble
plan promoting the existence of the NCDENR, Division'
to meet the requirements of this paragraph.
Part II Page 9 of 19
to control waste
nd sanitary waste
notify the appropriate
)ermittee may implement a
esources "Stop Mud" hotline

PERMIT NO. NCS000507
SECTION F: POST - CONSTRUCTION SITE RUNOFF CONTROLS
1. Objectives for Post - Construction Site Runoff Controls
a. Implement and enforce a program to address storm water runoff from new development
and redevelopment projects, including public transportation maintained by the permittee,
that disturb greater than or equal to one acre, including projects less than one acre that are
part of a larger common plan of development or sale, that discharge into the small MS4.
The program shall ensure that controls are in place that would prevent or minimize water
quality impacts. The program shall apply to private development sites and sites
developed by the permittee, including public transportation maintained by the permittee.
b. Implement strategies which include a combination of 'structural and/or non - structural best
management practices (BMPs) appropriate for the community;
C. Use an ordinance or other regulatory mechanism to address post construction runoff from
new development and redevelopment projects; and
d. Ensure adequate long -term operation and maintenance of BMPs.
2. BMPs for Post - Construction Site Runoff
The permittee shall implement the following BMPs to meet the objectives of the Post -
Construction Stormwater Management Program To'theextent there is any conflict between this
permit and the post - construction ordinances adopted by the permittee as approved by the N.C.
Division of Water Quality, the post - construction ordinances shall apply with regard to permit
compliance.
..,..., .:.BMP . . .... ::..........`
.. „ . Measuralile.Goals
" 'N 0-11"',
a. Adequate legal authorities
The permittee shall annually review its ordinances or other
legal authorities, and revise/update as necessary, or adopt any
new ordinances or other legal authorities to meet the objectivess
of the Post - Construction Stormwater Management Program
The permittee shall have the authority to review designs and
proposals for new development and redevelopment to
determine whether adequate stormwater control measures
will be installed, implemented, and maintained.
The permittee shall have the authority to request information
such as stormwater plans, inspection reports, and monitoring
results, and other information deemed necessary to assess
compliance with the Post - Construction Stormwater
Management Program.
The permittee shall have the authority to enter private
property for the purpose of inspecting at reasonable times any
facilities, equipment, practices, or operations related to
stormwater discharges to determine whether there is
compliance the Post - Construction Stormwater Management
Program
Part H Page 10 of 19

PERMIT NO. NCS000507
BMP
Measurable Goals'
b. Strategies which include BMPs
The permittee shall adopt the DWQ BMP Design Manual
appropriate for the MS4
or certify that the local BMP Design Manual meets or
exceeds the requirements in the DWQ BMP Design Manual.
c. Plan reviews
The permittee shall conduct site plan reviews of all new
development and redeveloped sites that disturb greater than
or equal to one acre and discharge to the MS4 (including sites
that disturb less than one acre that are part of a larger
common plan of development or sale). The site plan review
shall specifically address how the project applicant meets the Ir
performance standards and how the project will ensure long-
term maintenance.
d. Inventory of projects with post-
The permittee shall mainiain'.,an,inventory of projects with
construction structural stormwater
post - construction structural storwater control measures
control measures
installed and implemented at new development and
redeveloped sites; includng.both public and private sector
sites located within the permittee's jurisdiction area that are
covered by its post - construction ordinance requirements.
e. Deed Restrictions and Protective
The I permittee shall impose or require recorded deed
Covenants
restrictions and protective covenants that ensure
development activities will maintain the project consistent
with approved plans.
f. Provide a mechanism to require
The permittee shall implement or require an operation and
long -term operation and
maintenance plan that ensures the adequate long -term
maintenance of structural BMPs.
operation of the structural BMPs required by the program.
The operation and maintenance plan shall require the owner
of each structural BMP to perform and maintain a record of
annual inspections of each structural BMP. Annual
inspection of permitted structural BMPs shall be performed
by a qualified professional.
g. Inspections
To ensure that all stormwater control measures are operating
correctly and are being maintained as required consistent
with its applicable maintenance agreement, the permittee
shall conduct and document inspections of each project site
covered under performance standards, at least one time
during the permit term.
Before issuing a certificate of occupancy, the permittee shall
conduct a post - construction inspection to verify that the
permittee's performance standards have been met.
The permittee shall document and maintain records of
inspection findings and enforcement actions and make them
available for review by the permitting authority.
Part 11 Page 11 of 19

PERMIT NO. NCS000507
h. Educational materials and training The permittee shall make available through paper or
for developers electronic means, ordinances, post - construction
requirements, design standards checklist, and other materials
appropriate for developers. New materials may be
developed by the permittee, or the permittee may use
materials adopted from other programs and adapted to the
permittee's new development and redevelopment program.
i. Low Impact Development (LID) LID practices that promote infiltration.of flows and
Based Design groundwater recharge shall be considered.
j. Enforcement The permittee shall track the issuance of, notices of violation
and enforcement actions. This mechanism shall include the
ability to identify chronic violators for initiation of actions to
reduce noncompliance.
3. Post - construction Stormwater Runoff Controls' for!New;Develonment
a. In order to fulfill the post
permittee may use the De
practices that meet or exc
Manual on scientific and,,
watershed plan that is det.
stormwater management"
122.34(b)(5) (1 July 2003
Aion minimum measure program requirement the
is model ordinance, design its own post - construction
department's Stormwater Best Management Practices
ing standards, or develop its own comprehensive
by the Department to meet the post - construction
required by 40 Code of Federal Regulations §
b. Approval of the post - construction site runoff control for new development projects to be
built within the permittee's planning jurisdiction by entities with eminent domain
authority, shall be referred to the Division of Water Quality.
C. The permittee shall meet the requirements of the post - construction program for
construction projects that are performed by, or under contract for, the permittee including
public roads and public bridges maintained by the permitee. To meet this requirement,
the permittee may either develop the necessary requirements for post - construction
controls that will pertain to their own projects, or develop procedures to ensure that the
permittee meets these requirements by complying with another entity's Phase II
Stormwater Management Programs for post - construction. If the permittee decides to rely
on another program for compliance with these program areas for their own projects, they
shall indicate in their Stormwater Management Program that the permittee will fully
comply with the requirements of the second party's post - construction programs. Public
roads and public bridges maintained by the permitee shall minimize built -upon surfaces,
divert stormwater away from surface waters as much as possible and employ other best
management practices to minimize water quality impacts to the maximum extent
practicable.
d. Adoption of the Universal Stormwater Management Program (USMP) meets the
requirement to develop and implement a Post - Construction Program by the local
government adopting an ordinance that complies with the requirements of 15A NCAC
Part 11 Page 12 of 19

PERMIT NO. NCS000507
02H.1020 and the requirements of 15A NCAC 02B .0104(f). Adoption of the USMP
may not satisfy water quality requirements associated with the protection of threatened or
endangered species or those requirements associated with a Total Maximum Daily Load
(TMDL).
e. Compliance with the stormwater management and water quality protection required by
Session Law 2006 -246, effectively meets the Post - construction Stormwater Runoff
control requirements within the non Coastal Counties.
Part 11 Page 13 of 19

PERMIT NO. NCS000507
SECTION G: POLLUTION PREVENTION AND GOOD HOUSEKEEPING FOR MUNICIPAL
OPERATIONS
1. Objective for Pollution Prevention and Good Housekeeping for Municipal Operations
a. Implement an operation and maintenance program that includes a training component and
has the ultimate goal of preventing or reducing pollutant runoff from municipal
operations.
b. Provide employee training to prevent and reduce storm water pollution from activities
such as park and open space maintenance, fleet and building maintenance, new
construction and land disturbances, and storm watersysterri';maintenance.
2. BMPs for the Pollution Prevention and Good
Operations
The permittee shall implement the following BMPs to meet the objectives of the Pollution
Prevention and Good Housekeeping Program and shall notify the Division prior to modification
of any goals.
BMP
Measurable Goals
a. Inventory of municipally
The permittee, shall maintain, assess annually and update as
owned or operated facilities
necessary awinventory of facilities and operations owned and
operated by the'permittee with the potential for generating
polluted stormwater runoff.
b. Identify and map municipally
, 17he permttee shall identify and map municipally -owned or
owned or operated facilities
operated facilities. The map shall identify the stormwater outfalls
corresponding to each of the facilities as well as the receiving
waters to which these facilities discharge. The map shall be
maintained and updated regularly and be available for review by
the permitting authority.
c. Operation and Maintenance
The permittee shall maintain and implement, assess annually and
(O &M) for municipally owned
update as necessary an Operation and Maintenance (O &M)
or operated facilities
program for municipal owned and operated facilities. The O &M
program shall specify the frequency of inspections and routine
maintenance requirements.
d. Spill Response Procedures for
The permittee shall have written spill response procedures for
municipally owned or operated
municipal operations.
facilities
e. Streets, roads, and public
The permittee shall evaluate BMPs to reduce polluted stormwater
parking lots maintenance
runoff from municipally -owned streets, roads, and public parking
lots within their jurisdiction. Street sweeping and seasonal leaf
pick-up must be included in this evaluation.
Within 12 months, the permittee must update its stormwater Plan
to include the BMPs selected.
Part 11 Page 14 of 19

PERMIT NO. NCS000507
BMP
Measurable Goals
L Streets, roads, and public
Within 24 months, the permitee must implement BMPs selected to
parking lots maintenance
reduce polluted stormwater runoff from municipally -owned
streets, roads, and public parking lots within their jurisdiction.
The permitte must evaluate the effectiveness of these BMPs based
on cost and the estimated quantity of pollutants removed.
g. Operation and Maintenance
Within 12 months, the permittee shall develop, implement, assess
(O &M) for municipally -owned
annually and update as necessary an O &M program for the
or maintained catch basins and
stormwater sewer system including catch basins and conveyance
conveyance systems
systems that it owns and maintains.
h. Identify and map for
The permittee shall identify and map municipally -owned or
municipally owned or
operated structural stormwater controls. The map shall identify the
maintained structural
stormwater outfalls corresponding to each structural stormwater
stormwater controls
control as well as the receiving waters to which these facilities
discharge. The map shall be maintained and updated regularly and
be available for review by'the permitting authority.
i. O &M for municipally -owned
The permittee shall maintain and implement, assess annually and
or maintained structural
update as necessary an 6 &M program for municipally -owned or
stormwater controls
maintained structural stormwater controls.
The O &M program shall specify the frequency of inspections and
routine maintenance requirements.
Thepermittee shall inspect and maintain if necessary, all
municipally -owned or maintained structural stormwater controls in
accordance with the schedule developed by permittee. The
permittee shall document inspections and maintenance of all
municipally -owned or maintained structural stormwater controls.
j. Pesticide, Herbicide and
The permittee shall ensure municipal employees and contractors
Fertilizer Application
are properly trained and all permits, certifications, and other
Management.
measures for applicators are followed.
k. Staff training
The permittee shall implement an employee training program for
employees involved in implementing pollution prevention and
good housekeeping practices.
1. Prevent or Minimize
The permittee shall describe measures that prevent or minimize
Contamination of Stormwater
contamination of the stormwater runoff from all areas used for
Runoff from all areas used for
vehicle and equipment cleaning.
Vehicle and Equipment
Cleaning
Part H Page 15 of 19

PERMIT NO. NCS000507
SECTION H: IMPAIRED WATERS
1. Objective
a. Identify streams added to or on the 303(d) list of impaired streams list within the
permittee's jurisdiction.
b. Describe the likely cause(s) of the impairment and/or the pollutant or pollutants of
concern.
C. Describe and assess existing programs, controls, partnerships, projects and strategies.
d. Describe additional programs, controls, partnerships, projects and strategies that may be
reasonably expected to achieve Water Quality Standards (WQS).
2. BMPs.
The permittee shall implement the following BMPs to meet the objective to comply with all
applicable state water quality standards. Information regarding impaired waters in North
Carolina is available at: http: // portal. ncdenr .org /web /wq /ps /mtu/assessment
BMP
Measurable Goals
a. Identify, describe and
If a stream within the permittee's jurisdiction is added to the 303(d) list of
map watershed,
impaired streams during.the term of the permit, the permittee's Stormwater
outfalls, and streams.
Management Plan shall be updated within 12 months to 1) identify
impaired streams added 2} identify the watershed(s), 3) provide a
description of othe watersheds) and 4) include a map of watershed(s)
showing streams & major outfalls.
If a stream is =laced on the 303(d) list of impaired streams on or before the
effective date of this permit, the permittee's Stormwater Management Plan
shall be updated within 12 months of the effective date of this permit to 1)
identify impaired streams added 2) identify the watershed(s), 3) provide a
description of the watershed(s) and 4) include a map of watershed(s)
showing streams & major outfalls.
b. Describe the likely
If a stream within the permittee's jurisdiction is added to the 303(d) list of
cause(s) of the
impaired streams during the term of the permit, the permittee's Stormwater
impairment and/or the
Management Plan shall be updated within 24 months to describe the likely
pollutant or pollutants
cause(s) of the impairment (e.g., sediment, fertilizers, pollutants of concern,
of concern.
or the amount of stormwater runoff).
If a stream is listed on the 303(d) list of impaired streams on or before the
effective date of this permit, the permittee's Stormwater Management Plan
shall be updated within 24 months of the effective date of this permit to
describe the likely cause(s) of the impairment (e.g., sediment, fertilizers,
pollutants of concern, or the amount of stormwater runoff).
Part II Page 16 of 19

PERMIT NO. NCS000507
$Mp
Measurable Goals
c. Describe existing
If a stream within the permittee's jurisdiction is added to the 303(d) list of
programs, controls,
impaired streams during the term of the permit, the permittee's Stormwater
partnerships, projects
Management Plan shall be updated within 36 months to describe existing
and strategies.
programs, controls, partnerships, projects and strategies implemented by the
permittee to address the impaired water(s).
If a stream is listed on the 303(d) list of impaired streams on or before the
effective date of this permit, the permittee's Stormwater Management Plan
shall be updated within 36 months of the effective date of this permit to
describe existing programs, controls, partnerships, projects and strategies
implemented by the permittee to address the impaired water(s).
d. Assessment of
The permittee shall annually assess the effectiveness of existing programs,
existing programs,
controls, partnerships, projects and strategies implemented by the permittee
controls, partnerships,
to address the impaired water(s).
projects and strategies
e. Additional programs,
As part of the annual assessment the permittee shall identify additional
controls, partnerships,
programs, controls, partnerships; projects and strategies that may be
projects and strategies
necessary to address the impaired water(s) and how those measures address
that may be
the impaired water(s). The permittee shall develop a schedule to implement
reasonably expected
additional programs, controls, partnerships, projects and strategies that may
to achieve WQS
necessary to address the impaired water(s).
Part 11 Page 17 of 19

__ t ��Z�Z•�1Z�1�FS�Y7
SECTION I: TOTAL MAXIMUM DAILY LOADS (TMDLs)
1. Objective of a Water Quality Recovery Program
Reduce levels of the pollutant of concern in accordance with approved Waste Load Allocation
(WLAs) assigned to stormwater in an approved TMDL.
2. Requirements for a Water Quality Recovery Program
The permittee shall determine whether a TMDL has been developed and. approved or established
by EPA for the receiving water(s) of the MS4 stormwater discharge; and/or downstream waters
into which the receiving water directly flows. At any time during the effective, dates of this
permit, if the permittee becomes subject to an approved TMDL, the permittee shall develop a
Water Quality Recovery Program that includes the following BMPs. Information regarding
North Carolina TMDLs is available at: http: / /portal.ncdenr.org /web /wq /ps /mtu/tmdl/tmdls
BMP
Measurable Goals
a. Water Quality
Within 12 months of the final approval of..a'TMDL the permittee shall
Recovery Plan
develop a WQRP that:
(WQRP): Identify,
describe and map
• Identifies the watershed(s),
watershed, outfalls,
• Includes a description of the watershed(s),
and streams.
• Includes a map of watershed(s) showing streams & outfalls
• Identifies the locations of currently known major outfalls within its
jurisdictional area with the potential of contributing to the cause(s) of
the impairment to the impaired segments, to their tributaries, and to
segments, and tributaries within the watershed contributing to the
impaired segments and
• Includes a schedule to discover and locate other major outfalls within
its jurisdictional area that may be contributing to the cause of the
impairment to the impaired stream segments, to their tributaries, and to
segments and tributaries within the watershed contributing to the
impaired segments.
b. WQRP: Describe the
Within 12 months of the final approval of a TMDL the WQRP shall
likely cause(s) of the
describe the likely cause(s) of the impairment.
impairment and/or the
pollutant(s) of
concern.
c. WQRP: Assessment
Within 24 months of the final approval of a TMDL, the WQRP shall
of the monitoring data
include an assessment of available monitoring data. Where long -term data
is available, this assessment should include an analysis of the data to show
trends.
d. WQRP: Existing
Within 24 months of the final approval of a TMDL, the WQRP shall
programs, controls,
describe existing programs, controls, partnerships, projects and strategies to
partnerships, projects
address impaired waters and a brief explanation as to how the programs,
and strategies.
controls, partnerships, projects and strategies will achieve Water Quality
Standards (WQS).
Part H Page 18 of 19

PERMIT NO. NCS000507
BMP
Measurable Goals
e. Monitoring Plan
Within 36 months of the final approval of a TMDL the permittee shall
develop and submit to the Division a monitoring plan for each pollutant of
concern or cause of impairment as specified in the TMDL. The permittee
shall maintain and implement, assess annually and update as necessary the
Monitoring Plan as additional outfalls are identified and as accumulating
data may suggest. Following any review and comment by the Division the
permittee shall incorporate any necessary changes to monitoring plan and
initiate the plan within 6 months. Modifications to the monitoring plan shall
be approved by the Division.
f. Implementation Plan:
Within 48 months of the final approval of a TMDL the permittee shall
develop an Implementation Plan that describes activities expected to
occur within the remainder of the permit term and that'identifies a
schedule for completing the activities,-'
The permittee shall maintain and "implement,- assess annually and
update as necessary the Implementation,Plan.
g. Reporting
The permittee shall submit an annual report of the results of the annual
assessment of the WQRP; Monitoring Plan, and Implementation Plan
Updates to the WQRP, Monitoring Plan and Implementation Plan are to
be submitted in each annual report.
Any monitoring,data and information generated from the previous year
of the monitoring' program are to be submitted with each annual report.
Part II Page 19 of 19

PERMIT NO. NCS000507
PART III PROGRAM ASSESSMENT
The Permittee's reporting and monitoring activities in support of this permit will be sufficient to indicate
progress in implementation, effectiveness and results of the Stormwater Plan and individual components
of the program. The Division may request additional reporting and monitoring information as necessary
to assess the progress and results of the Permittee's Stormwater Plan.
1. Implementation of the Stormwater Plan will include documentation of all program components
that are being undertaken including, but not limited to, inspections, Aiaintenance activities,
educational programs, monitoring and sampling, implementation of!BMPs, enforcement actions,
and other stormwater activities. Documentation will be kept on file. rbyAhe,permittee for a period
of five years and made available to the Director or his autliprzed repie`sehtative upon request.
2. The permittee's Stormwater Plan will be reviewed and updat' Mmecessary, but at least on an
annual basis to identify modifications and improvegibli Heed& to maximize Stormwater Plan
effectiveness. The permittee shall implement a plan and schedule to address the identified
modifications and improvements. The permittee$shali submit annual reports that include
appropriate information to accurately describe thgfarpgress, status, and results of the permittee's
Stormwater Plan and will include'�bttt,is°not� mit6d t , the following components:
a. The permittee will give a det M. 1descr ption of the status of implementation of the
Stormwater Plan as a whole. This mill include information on development and
implementation of each major component of the Stormwater Plan (Public
Education/Involvemert, Illicit >�ischarges, Construction, Post - Construction, Good
Housekeeping) for the fast year and schedules and plans for the year following each
report.
b. The permittee will adequately describe and justify any proposed changes to the
Stormwater Plan. This will include descriptions and supporting information for the
proposed changes and how these changes will impact the Stormwater Plan (results,
effectiveness, implementation schedule, etc.).
C. The permittee will document any necessary changes to programs or practices for
assessment of management measures implemented through the Stormwater Plan. In
addition, any changes in the cost of, or funding for, the Stormwater Plan will be
documented.
d. The permittee will include a summary of data accumulated as part of the Stormwater Plan
throughout the year along with an assessment of what the data indicates in light of the
Stormwater Plan.
e. The permittee will provide information on the annual expenditures and budget anticipated
for the year following each report along with an assessment of the continued financial
support for the overall Stormwater Plan.
£ The permittee will provide a summary of activities undertaken as part of the Stormwater
Plan throughout the previous 12 months. This summary will include, but is not limited
to, an assessment of compliance with this permit, information on the establishment of
appropriate legal authorities, project assessments, inspections, enforcement actions,
Part III Page 1 of 2

PERMIT NO. NCS000507
continued inventory and review of the storm sewer system, education, training and results
of the illicit discharge detection and elimination program, and each significant
activity /control measures or type of activity /control measure implemented.
g. The Permittee will identify and track programmatic and site indicators to assess if the
Stormwater Plan is meeting goals and objectives.
The Director may notify the permittee when the Stormwater Plan does not meet one or more of
the requirements of the permit. Within 90 days of such notice, the permittee will submit a plan
A,.
and time schedule to the Director for modifying the Stormwater,Plad4o meet the requirements.
The Director may approve the plan, approve a plan with modifies °bons, or reject the proposed
plan. The permittee will provide certification in writing zn accord anceulvit>i`Part IV, Paragraph 2
to the Director that the changes have been made. Nothmg w this paragraph shall be construed to
limit the Director's ability to conduct enforcement actio —J tions of this permit.
4. The Division may request additional reporting infoTmattomas necessary to assess the progress and
results of the permittee 's Stormwater Plan. {. "
n
�f)
Part III Page 2 of 2

TMS P�

PERMIT NO. NCS000507
PART IV REPORTING AND RECORD KEEPING REQUIREMENTS
1. Records
2.
3.
4.
The permittee shall retain records of all monitoring information, including all calibration and
maintenance records and copies of all reports required by this permit, for a period of at least 5
years from the date of the sample, measurement, report or application. This period may be
extended by request of the Director.
Recording Results
For each measurement, sample, inspection or activity
requirements of this permit, the permittee shall record
not limited to:
a. The date, location, description, and time
activity;
b. The individual(s) who performed the,,sat
C. The date(s) analyses wereperformedn(if
d. The individual(s) who performed xbe any
e. The analytical techniques or'etho�s Busy
f. The results of such analvses( Uetforme
Annual Reporting
t to the
including but
measurements, inspection or
ses (if performed);
(if performed); and
inspection or activity;
a. The permittee will subugi:eporting and monitoring information on an annual basis.
Completion and submittal of the reporting information contained within the online BIMS
Stormwater Management Program Assessment (SMPA) meets the annual reporting
requirements of this permit.
b. The annual report shall document:
i. A summary of past year activities, including where available, specific quantities
achieved and summaries of enforcement actions.
ii. A description of the effectiveness of each SWMP program component
iii. Planned activities and changes for the next reporting period, for each S WMP
program component or activity.
iv. Fiscal analysis.
Twenty -four Hour Reporting
The permittee shall report to the Division any noncompliance that may constitute an imminent
threat to health or the environment. Any information shall be provided orally within 24 hours
from the time the permittee became aware of the circumstances. A written submission shall also
be provided within 5 days of the time the permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes, the
period of noncompliance and if the noncompliance has not been corrected, the anticipated time
compliance is expected to continue, and steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
Part IV Page 1 of 3

PERMIT NO. NCS000507
5. Additional Reporting
The Director may request reporting information on a more frequent basis as deemed necessary
either for specific portions of the permitteee's Stormwater Plan, or for the entire Program.
6. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly
submit such facts or information.
7. Planned Changes
a. The permittee shall give advance notice to the D i-0'Rp or„of any planned changes in the
permitted facility or activity that may result in,xioncor`ipance with the permit
requirements.
b. The permittee shall give advance notice to the Director of any planned modifications to
the Stormwater Plan. Notice of any hanges is; uired at least through the annual
report. Notice shall be gryonas soon', s possible when deleting a provision of the
approved Stormwater PIA -4, r e mo± facation could significantly change the timeframe
for implementation of parts5ot a program or negatively influence the effectiveness of
the approved program.,,"
8. Report Submittals
a. All reports required herein, not submitted electronically shall be submitted to the
following address:
Department of Environment and Natural Resources
Division of Water Quality
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
All applications, reports, or information, other than those submitted electronically, shall
be signed by a principal executive officer, ranking elected official or duly authorized
representative. A person is a duly authorized representative only if:
L The authorization is made in writing by a principal executive officer or ranking
elected official;
ii. The authorization specked either an individual or a position having
responsibility for the overall operation of a regulated facility or activity or an
individual or position having overall responsibility for environmental/stormwater
matters; and
iii. The written authorization is submitted to the Director.
Part IV Page 2 of 3

PERMIT NO. NCS000507
C. Any person signing a document under paragraphs (a) or (b) of this section shall make the
following certification:
"I certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including theoss "bility of fines and
imprisonment for knowing violations." w�
....
&,.
u� ^z
F 'n
L1 �Cv'
Part IV Page 3 of 3

THIS PAGE
� : z
� ��

PERMIT NO. NCS000507
PART V STANDARD CONDITIONS
SECTION A: COMPLIANCE AND LIABILITY
1. Duty to Comply
The permittee shall comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial:of-:;;permit coverage upon
renewal application.
a. The permittee shall comply with standards or pro b bons estali shed under Section
307(a) of the Clean Water Act for toxic pollutants within the time provided in the
regulations that establish these standards or 13r bit -J." even if the permit has not yet
been modified to incorporate the requiremeril6
b. The Clean Water Act provides that any perm who violates a permit condition is subject
to a civil penalty not to exceed the rnaximum; amounts authorized by Section 309(d) of
� zr
the Act and the Federal C1vil�Pen�lties Inflation Adjustment Act (28 U.S.C. §2461 note)
as amended by the Debt Colled & w ovement Act (31 U.S.C. §3701 note) (currently
„,, ,.
$27,500 per day for each 06latt ©n 1 Any person who negligently violates any permit
condition is subject took „ariininal pealhes of $2,500 to $25,000 per day of violation, or
imprisonment for not vore thanL year, or both. Any person who knowingly violates
permit conditions is g tz�ect to. �m;nal penalties of $5,000 to $50,000 per day of
violation, or imprisonmentwfor not more than 3 years, or both. Also, any person who
violates a permit condition may be assessed an administrative penalty not to exceed
$11,000 per violation with the maximum amount not to exceed $137,500. [Ref: Section
309 of the Federal Act 33 USC 1319 and 40 CFR 122.41(a).]
C. Under state law, a daily civil penalty of not more than twenty -five thousand dollars
($25,000) per violation may be assessed against any person who violates or fails to act in
accordance with the terms, conditions, or requirements of a permit. [Ref: North Carolina
General Statutes 143- 215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
sections 301, 302, 306, 307, 308, 318 or 405 of this Act, or any permit condition or
limitation implementing any of such sections in a permit issued under section 402 of this
Act. Pursuant to 40 CFR Part 19 and the Act, administrative penalties for Class I
violations are not to exceed the maximum amounts authorized by Section 309(g)(2)(A) of
the Act and the Federal Civil Penalties Inflation Adjustment Act (28 U.S.C. §2461 note)
as amended by the Debt Collection Improvement Act (31 U.S.C. §3701 note) (currently
$11,000 per violation, with the maximum amount of any Class I penalty assessed not to
exceed $27,500). Pursuant to 40 CFR Part 19 and the Act, penalties for Class 11 violations
are not to exceed the maximum amounts authorized by Section 309(g)(2)(B) of the Act
and the Federal Civil Penalties Inflation Adjustment Act (28 U.S.C. §2461 note) as
amended by the Debt Collection Improvement Act (31 U.S.C. §3701 note) (currently
$11,000 per day for each day during which the violation continues, with the maximum
amount of any Class 11 penalty not to exceed $137,500).
Part V Page 1 of 6

2.
3.
9
PERMIT NO. NCS000507
Duty to Mitigate
The permittee shall take reasonable steps to minimize or prevent any discharge in violation of this
permit that has a reasonable likelihood of adversely affecting human health or the environment.
Civil and Criminal Liability
Nothing in this permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6A, 143- 215.6B,
143- 215.6C or Section 309 of the Federal Act, 33 USC 1319 Furtt hermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended. t,
Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude th,,, 4stitutr`on of any legal action or relieve
the permittee from any responsibilities, liabilities; of penajltes to which the permittee is or maybe
subject to under NCGS 143 - 215.75 et seq. or Section 311,x°" the Federal Act, 33 USC 1321.
Furthermore, the permittee is responsible fcir4conse�gu�e�i°tial damages, such as fish kills, even
though the responsibility for effective. compitanceinay be temporarily suspended.
5. Property Rights
The issuance of this permit do6s not convey any property rights in either real or personal
property, or any exclusive priftges, d6r does it authorize any injury to private property or any
invasion of personal rights, 64 any infringement of federal, state or local laws or regulations.
6. Severability
7.
8.
The provisions of this permit are severable, and if any provision of this permit, or the application
of any provision of this permit to any circumstances, is held invalid, the application of such
provision to other circumstances, and the remainder of this permit, shall not be affected thereby.
Duty to Provide Information
The permittee shall furnish to the Director, within a reasonable time, any information which the
Director may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating the coverage issued pursuant to this permit or to determine compliance with this
permit. The permittee shall also furnish to the Director upon request, copies of records required
by this permit.
Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders
inaccurate, any monitoring device or method required to be maintained under this permit shall,
upon conviction, be punished by a fine of not more than $10,000 per violation, or by
imprisonment for not more than two years per violation, or by both If a conviction of a person is
for a violation committed after a first conviction of such person under this paragraph, punishment
is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4
years, or both.
Part V Page 2 of 6

L�
10.
PERMIT NO. NCS000507
Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both.
Permit Actions
This permit may be modified, revoked and reissued, or t6mina1ea4;6 cause. The filing of a
request by the permittee for a permit modification, revoeatiod and re1ssuance, or termination, or a
notification of planned changes or anticipated noncomhanee., s not stay an permit condition.
P g P P., n„ Y Y P�
11. Duty to Reapply
The permittee is not authorized to discharge afie the expiration date. In order to receive Ap
�,r,
automatic authorization to discharge beyond ex nuatson date, the permittee shall submit a
permit renewal application and fees as areIuirelno later than 180 days prior to the expiration
date of this permit. Any permittee'thaMas npt pquested renewal at least 180 days prior to
expiration, or any discharge that does iot ave arpermit after the expiration and has not requested
renewal at least 180 days prior to expira onunll be subject to enforcement procedures as
provided in NCGS 143- 215.64nd 33 U$C 1251 et seq. The renewal application shall include a
,. S w
review of the Stormwater Program development and implementation over the life of this permit,
the status of programs and a on of further program development to be implemented over
the future permitting time period.
Part V Page 3 of 6

PERMIT NO. NCS000507
SECTION B: OPERATION AND MAINTENANCE of POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are owned and/or operated by the
permittee to achieve compliance with the conditions of this permit. Proper operation and
maintenance also includes adequate laboratory controls and appropriate quality assurance
procedures, when necessary. This provision requires the operation of back -up or auxiliary
c
facilities or similar systems that are installed by a permittee only,,,., whin the operation is necessary
to achieve compliance with the conditions of the permit
2. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement ad"'I" llhat it would have been
necessary to halt or reduce the permitted activity imor W., maintain compliance with the
Lars'
condition of this permit. _.
..
Part V Page 4 of 6

PERMIT NO. NCS000507
SECTION C: MONITORING AND RECORDS
2.
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples shall be taken on a day and time that is
characteristic of the discharge. All samples shall be taken at the monitoring points specified in
the Stormwater Plan or suitable representative sites and, unless otherwise specified, before the
discharge joins or is diluted by any waste stream, body of water, or substance. The Director may
request information justifying changes to sampling locations and',s; ng methods. At a
minimum, information on such changes shall be reported J&the gee ttee's annual report. The
Director may require that certain changes in the samphng,program'l a subnutted for approval
prior to implementation of the changes. "1
Flow Measurements
Where required, appropriate flow measurement devices auto ;methods consistent with accepted
scientific practices shall be selected and used tito ensure the accuracy and reliability of
measurements of the volume of monitore(t hatges, <;;:; = "'
3. Test Procedures
Test procedures for the analysi&' f pollu` fs shall conform to the EMC regulations published
pursuant to NCGS 143 - 215.63'. seq, the'Water and Air Quality Reporting Acts, and to
regulations published pursuA Ito Sect i n 304(8), 33 USC 1314, of the Federal Water Pollution
Control Act, as Amended, and�ition 40 CFR 136.
To meet the intent of the monitoring required by this permit, all test procedures shall produce
minimum detection and reporting levels and all data generated shall be reported down to the
minimum detection or lower reporting level of the procedure.
4. Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), or in the case of a facility which discharges
through a municipal separate storm sewer system, an authorized representative of a municipal
operator or the separate storm sewer system receiving the discharge, upon the presentation of
credentials and other documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records shall be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records of the permittee that shall be
kept under the conditions of this permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations of the permittee regulated or required under this
permit; and
Part V Page 5 of 6

5.
PERMIT NO. NCS000507
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or
as otherwise authorized by the Clean Water Act, any substances or parameters at any
location under the control of the permittee.
Availability of Reports
Except for data determined to be confidential under NCGS 143- 215.3(a)(2) or Section 308 of the
Federal Act, 33 USC 1318, all reports prepared in accordance with the terms of this permit shall
be available for public inspection at the offices of the Division of
the Act, analytical data shall not be considered confidential. Kno
wr'
statement on any such report may result in the impositionofPcrit
NCGS 143- 215.6B or in Section 309 of the Federal Act ;''
lx�:rf' N
0
}
✓i,;my S
Part V Page 6 of 6
Quality. As required by
making any false
nalties as provided for in

PERMIT NO. NCS000507
PART VI LEMTATIONS REOPENER
The issuance of this permit does not prohibit the Director from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143 -215.1 et. al.
Part VI Page 1 of 1

PERMIT NO. NCS000507
PART VII ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
The permittee shall pay the administering and compliance monitoring fee within 30 (thirty) days after
being billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H
.0105(b)(4) may cause this Division to initiate action to revoke the permit.
Part VII Page 1 of 1

TMS PE

2.
KJ
4.
5.
PERMIT NO. NCS000507
PART VIII DEFINITIONS
Act
See Clean Water Act.
Best Manaeement Practice (BMP
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs can
be structural or non - structural and may take the form of a process, activ fy, physical structure or
planning (see non - structural BMP). F
Built -upon Area
That portion of a development project that is covered by unpervxous,,or partially impervious
surface including, but not limited to, buildings; pavementyarid gray6f areas such as roads, parking
lots, and paths; and recreation facilities such as term'§ courE ,B;n�lt -upon area does not include
a wooden slatted deck, the water area of a swimming priol, of 6rvious or partially pervious
paving material to the extent that the paving material Asoxbs water or allows water to infiltrate
through the paving material.
Calculation of Means
(a) Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values dividecJv the number of individual values.
(b) Geometric Mean: The geometric mean of any set of values is the Nth root of the product
of the individual values where N is equal to the number of individual values. The
geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric mean, values of zero (0)
shall be considered to be one (1).
(c) Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as
amended, 33 USC 1251, et. seq.
Part VIII Page 1 of 6

7.
8.
9.
10,
11.
12.
PERMIT NO. NCS000507
Common Plan of Development
A construction or land disturbing activity is part of a larger common plan of development if it is
completed in one or more of the following ways:
• In separate stages
• In separate phases
• In combination with other construction activities
It is identified by the documentation (including but not limited to
sales pitch, advertisement, loan application, drawing, plats, bluep
permit application, zoning request, or computer design) or physic
not limited to boundary signs, lot stakes, or surveyor mark gs�,
activities may occur on a specific plot.
It can include one operator or many operators.
Department
Department means the North CarohnaDepart
Division (DWO)
The Division of Water Quality,
Director
notice or hearing,
ag plans, contracts,
n (including but
construction
and Natural Resources
vironment and Natural Resources.
The Director of the Division of Water Quality, the permit issuing authority.
EMC
The North Carolina Environmental Management Commission.
Illicit Discharge
Any discharge to a MS4 that is not composed entirely of stormwater except discharges pursuant
to an NPDES permit (other than the NPDES MS4 permit), allowable non - stormwater discharges,
and discharges resulting from fire- fighting activities.
Industrial Activity
For the purposes of this permit, industrial activities shall mean all industrial activities as defined
in 40 CFR 122.26.
Part VIII Page 2 of 6

13.
14.
15.
PERMIT NO. NCS000507
Large or Medium Municipal Separate Storm Sewer System
All municipal separate storm sewers that are either:
(a) Located in an incorporated place with a population of 100,000 or more as determined by
the Decennial Census by the Bureau of Census; or
(b) Located in the counties with unincorporated urbanized populations of 100,000 or more,
except municipal separate storm sewers that are located in the incorporated places,
townships or towns within such counties; or
(c) Owned or operated by a municipality other than those descniied m paragraph (a) or (b)
and that are designated by the Director as part of the;large or n%am separate storm
sewer system.
Major municipal separate storm sewer outfall
storm sewer outfall that discharges from a sin
more or its equivalent (discharge fro sx a sm
'
associated with a drainage area of m*.'i1ban .
that receive storm water from lands zon 71 h or
plans or the equivalent), an outfall tliat disc:
12 inches or more or from its equivalent (disc
with a drainage area of 2 acres o%inore).`
f�maior out all's means a municipal separate
4p with,�an inside diameter of 36 inches or
ivgWe other than circular pipe which is
.res); or for municipal separate storm sewers
�u,,..
tslnal activity (based on comprehensive zoning
from a single pipe with an inside diameter of
a from other than a circular pipe associated
Pursuant to 40 CFR 122.26(b)(8) means a conveyance or system of conveyances (including roads
with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, manmade channels,
or storm drains):
(a) Owned or operated by the United States, a State, city, town, county, district, association,
or other public body (created by or pursuant to State law) having jurisdiction over
disposal of sewage, industrial wastes, stormwater, or other wastes, including special
districts under State law such as a sewer district, flood control district or drainage district,
or similar entity, or an Indian tribe or an authorized Indian tribal organization, or a
designated and approved management agency under Section 208 of the Clean Water Act
(CWA) that discharges to waters of the United States or waters of the State.
(b) Designed or used for collecting or conveying stormwater;
(c) Which is not a combined sewer; and
(d) Which is not part of a Publicly Owned Treatment Works (POTW) as defined in 40 CFR
122.2
Part VIII Page 3 of 6

PERMIT NO. NCS000507
16. Non - stormwater Discharge Categories
The following are categories of non - stormwater discharges that the permittee shall address if it
identifies them as significant contributors of pollutants to the storm sewer system: water line
flushing, landscape irrigation, diverted stream flows, rising groundwater, uncontaminated
groundwater infiltration, [as defined in 40 CFR 35.2005(20)], uncontaminated pumped
groundwater, discharges from potable water sources, foundation drains, air conditioning
condensation, irrigation water, springs, water from crawl space pumps, footing drains, lawn
watering, individual residential car washing, flows from riparian habitats and wetlands,
dechlorinated swimming pool discharges, and street wash water (discharges or flows from fire
Z*
fighting activities are excluded from the definition of illicit discharge and only need to be
addressed where they are identified as significant sources of pollutants to waters of the United
States).
17. Non - structural BMP
Non - structural BMPs are preventive actions that ient and source controls such
as: (1) Policies and ordinances that provide requirdients and°'standards to direct growth to
identified areas, protect sensitive areas such as Weda ids and riparian areas, maintain and/or
increase open space, provide buffers�along sensitive; wa er bodies, minimize impervious surfaces,
and/or minimize disturbance of soils'�atid ueget °Moan; (2) policies or ordinances that encourage
infill development in higher density ut T '�1e g
�an,`�reas,'�`�tit� areas with existing storm sewer
infrastructure; (3) education programs foreuelopers and the public about minimizing water
quality impacts; (4) other measures suc ing the percentage of impervious area after
development, use of measures to 11 inirm eldirectly connected impervious areas, and source
FilN{{4 �.Lv
control measures often thought iras good housekeeping, preventive maintenance and spill
prevention.'' "ri"
18. Outfall
Outfall means a point source as defined by 40 CFR 122.2 at the point where a municipal separate
storm sewer discharges to waters of the United States and does not include open conveyances
connecting two municipal separate storm sewers, or pipes, tunnels or other conveyances which
connect segments of the same stream or other waters of the United States and are used to convey
waters of the United States.
19. Permittee
The owner or operator issued this permit.
20. Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any
pipe, ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be
discharged to waters of the state.
Part VIII Page 4 of 6

R

PERMIT NO. NCS000507
PART VIII DEFINITIONS
Act
See Clean Water Act.
2. Best Management Practice (BMP)
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs can
be structural or non - structural and may take the form of a process, activity, physical structure or
planning (see non - structural BMP).
Built -upon Area
That portion of a development project that is covered by
surface including, but not limited to, buildings; pave met
>�. .
lots, and paths; and recreation facilities such as tennis cc
a wooden slatted deck, the water area of a swimming pc
paving material to the extent that the avin
P g p g matenaUab:
through the paving material
Calculation of Means
(a) Arithmetic Mean:
individual values
(b)
(c)
rv_ous „or partially impervious
gra el''areas such as roads, parking
"Built -upon area” does not include
K
pervious or partially pervious
water or allows water to infiltrate
of any set of values is the summation of the
of individual values.
Geometric Mean: The geometric mean of any set of values is the Nth root of the product
of the individual values where N is equal to the number of individual values. The
geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric mean, values of zero (0)
shall be considered to be one (1).
Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as
amended, 33 USC 1251, et. seq.
Part VIII Page 1 of 6

A
7.
8.
9.
10.
11,
12.
PERMIT NO. NCS000507
Common Plan of Development
A construction or land disturbing activity is part of a larger common plan of development if it is
completed in one or more of the following ways:
• In separate stages
• In separate phases
• In combination with other construction activities
It is identified by the documentation (including but not limited to a
sales pitch, advertisement, loan application, drawing, plats, blueprt
permit application, zoning request, or computer design) or '`sical
�: Y
not limited to boundary signs, lot stakes, or surveyor markings ind
activities may occur on a specific plot.
It can include one operator or many operators.
Department
Department means the North Carolina pepar i,
Division (DWO) `''``
The Division of Water Quality,
Director
: notice or hearing,
ag plans, contracts,
n (including but
construction
and Natural Resources
and Natural Resources.
The Director of the Division of Water Quality, the permit issuing authority.
EMC
The North Carolina Environmental Management Commission.
Illicit Discharge
Any discharge to a MS4 that is not composed entirely of stormwater except discharges pursuant
to an NPDES permit (other than the NPDES MS4 permit), allowable non - stormwater discharges,
and discharges resulting from fire- fighting activities.
Industrial Activity
For the purposes of this permit, industrial activities shall mean all industrial activities as defined
in 40 CFR 122.26.
Part VIII Page 2 of 6

13.
14.
15.
PERMIT NO. NCS000507
Large or Medium Municipal Separate Storm Sewer System
All municipal separate storm sewers that are either:
(a) Located in an incorporated place with a population of 100,000 or more as determined by
the Decennial Census by the Bureau of Census; or
(b) Located in the counties with unincorporated urbanized populations of 100,000 or more,
except municipal separate storm sewers that are located in the incorporated places,
townships or towns within such counties; or
(c) Owned or operated by a municipality other than those desc"r'ii ed in paragraph (a) or (b)
�� µ
and that are designated by the Director as part of thelarge or medium separate storm
sewer system
outfall (or
Major municipal separate storm sewer outfall
storm sewer outfall that discharges from a sing]
more or its equivalent (discharge fro6a sutgle
associated with a drainage area of mo%ethan(
that receive storm water from lands zoned w r
tic,,.,
plans or the equivalent), an outfall jhat disdhax
12 inches or more or from its equ- valent (dcl
with a drainage area of 2 acres oaeinore). >
Z najor outfall") means a municipal separate
i e "with an inside diameter of 36 inches or
14k, . e other than circular pipe which is
res); or for municipal separate storm sewers
� al activity (based on comprehensive zoning
from a single pipe with an inside diameter of
e from other than a circular pipe associated
Pursuant to 40 CFR 122.26(b)(8) means a conveyance or system of conveyances (including roads
with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, manmade channels,
or storm drains):
(a) Owned or operated by the United States, a State, city, town, county, district, association,
or other public body (created by or pursuant to State law) having jurisdiction over
disposal of sewage, industrial wastes, stormwater, or other wastes, including special
districts under State law such as a sewer district, flood control district or drainage district,
or similar entity, or an Indian tribe or an authorized Indian tribal organization, or a
designated and approved management agency under Section 208 of the Clean Water Act
(CWA) that discharges to waters of the United States or waters of the State.
(b) Designed or used for collecting or conveying stormwater;
(c) Which is not a combined sewer; and
(d) Which is not part of a Publicly Owned Treatment Works (POTW) as defined in 40 CFR
122.2
Part VIII Page 3 of 6

PERMIT NO. NCS000507
16. Non - stormwater Discharge Categories
The following are categories of non - stormwater discharges that the permittee shall address if it
identifies them as significant contributors of pollutants to the storm sewer system: water line
flushing, landscape irrigation, diverted stream flows, rising groundwater, uncontaminated
groundwater infiltration, [as defined in 40 CFR 35.2005(20)], uncontaminated pumped
groundwater, discharges from potable water sources, foundation drains, air conditioning
condensation, irrigation water, springs, water from crawl space pumps, footing drains, lawn
watering, individual residential car washing, flows from riparian habitats and wetlands,
dechlorinated swimming pool discharges, and street wash water (discharges or flows from fire
fighting activities are excluded from the definition of illici need to be
addressed where they are identified as significant sources of.,polluhants to waters of the United
States).
17. Non - structural BMP
Non - structural BMPs are preventive actions that my,6lveaZiagement and source controls such
�.
as: (1) Policies and ordinances that provide requirements an d `standards to direct growth to
identified areas, protect sensitive areas such as wJetlands aqd� riparian areas, maintain and/or
increase open space, provide buffers&ng se'nsitive'-,W',,,, bodies, minimise impervious surfaces,
and/or minimise disturbance of soiffi@$vegetW6p; (2) policies or ordinances that encourage
infiil development in higher density areas with existing storm sewer
infrastructure; (3) education programs farletie = '
lopers and the public about minimizing water
quality impacts; (4) other measures such as= minimizing the percentage of impervious area after
development, use of measures tdninimize`directly connected impervious areas, and source
control measures often thought n4 sM2gr -1 housekeeping, preventive maintenance and spill
prevention.
18. Outfall
Outfall means a point source as defined by 40 CFR 122.2 at the point where a municipal separate
storm sewer discharges to waters of the United States and does not include open conveyances
connecting two municipal separate storm sewers, or pipes, tunnels or other conveyances which
connect segments of the same stream or other waters of the United States and are used to convey
waters of the United States.
19. Permittee
The owner or operator issued this permit.
20. Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any
pipe, ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be
discharged to waters of the state.
Part VIII Page 4 of 6

21
22.
23.
93
25.
Ra
PERMIT NO. NCS000507
Redevelopment
Means any rebuilding activity unless that rebuilding activity;
(a) Results in no net increase in built -upon area, and
(b) Provides equal or greater stormwater control than the previous development.
Representative Storm Event
A storm event that measures greater than 0.1 inches of rainfalLand t(at;'is preceded by at
least 72 hours in which no storm event measuring greater than 0 l4u "ches has .occurred. A
single storm event may contain up to 10 consecutive hours "I.M. recipYtat on. For
example, if it rains for 2 hours without producing any collectable discharge, and then
stops, a sample may be collected if a rain producing a dvscharenbgins again within the
next 10 hours."
Storm Sewer System
Is a conveyance or system of cone}
stormwater runoff that is not part of`
include, but is not limited to, streets,
storm drains that convey stormwatet
+signed or used to collect or convey
system or treatment works. This can
s, gutters, ditches, man -made channels or
The discharge from any point sodreeswhich is used for collecting and conveying stormwater and
which is directly related to manufacturing, processing or raw material storage areas at an
industrial site. Facilities considered to be engaged in "industrial activities" include those
activities defined in 40 CFR 122.26(b)(14). The term does not include discharges from facilities
or activities excluded from the NPDES program.
Stormwater Management Program (SWMP)
The term Stormwater Management Program (SWMP) refers to the stormwater management
program that is required by the Phase I and Phase ll regulations to be developed by MS4
permittees.
Stormwater Plan
The Stormwater Plan is the written plan that is used to describe the various control measures
and activities the permittee will undertake to implement the stormwater management
program. The Stormwater Plan is a consolidation of all of the permittee's relevant ordinances
or other regulatory requirements, the description of all programs and procedures (including
standard forms to be used for reports and inspections) that will be implemented and enforced
to comply with the permit and to document the selection, design, and installation of all
stormwater control measures.
Part VIII Page 5 of 6

PERMIT NO. NCS000507
27. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following
rainfall or as a result of snowmelt.
28. Total Maximum Daily Load (TMDL)
A TMDL is a calculation of the maximum amount of a pollutant that a waterbody can receive and
still meet water quality standards, and an allocation of that amount to the'pollutant's sources. A
TMDL is a detailed water quality assessment that provides the sczerhfic foundation for an
implementation plan. The implementation plan outlines the,,steps pecessary to reduce pollutant
IM
loads in a certain body of water to restore and maintain water quality stands in all seasons. The
Clean Water Act, Section 303, establishes the water qualitystaridards and TMDL programs.
1
n�VY'
Part VIII Page 6 of 6

ATTACHMENT 4.
DEEDS OF EASEMENT

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RDoc ecorded: 02/29/20120atT03e04C37 PM
Fee Amt: $26.00 Pa ®e l of 4
Revenue Tax: $0.00
Pitt County, NO
Deborah T Barrington REG OF DEEDS
BK2946Pa7.32 -735
Prepared by
& MT1Tfrto: E. Keen Lassiter
STATE OF NORTH CAROLINA
COUNTY OF PITT
TOWN OF WINTERVILLE
GRANT OF DRAINAGE EASEMENT
This Easement made and entered into this the 10 day of February, 2012 by and
between JONATHAN TAYLOR KEITH and wife, SHELLEY RAINEY KEITH, of Pitt County,
North Carolina (hereinafter "Grantor "), party of the first part, and the TOWN OF
WINTERVILLE, a North Carolina Municipal Corporation organized and existing under the laws
of the State of North Carolina in Pitt County, North Carolina (hereinafter "Town "), party of the
second part.
WITNESSETH:
Whereas Grantor owns that certain parcel lying in the Township of Winteiville described
in Deed Book 2842, Page 345, in the office of the Register of Deeds of Pitt County; and whereas
Grantor now wishes to convey to the Town a grant of drainage easement and right -of -way
(hereinafter referred to as "drainage facilities "). And whereas the Town has agreed to accept this
grant of easement and right -of -way for drainage facilities for the purpose of installing one or
more of the service facilities designated for drainage purposes;
Now therefore, for and inconsideration of the stun of One Dollar ($1.00) and other,
valuable considerations to Grantor in hand paid, Grantor does hereby give, grant and convey unto
the Town, its licensees, successors, and assigns, the right, privilege and easement to go in,
through, under and upon the lands of Grantor located in Winterville Township, Pitt County,
North Carolina, and more particularly described as follows:
BEGINNING AT A POINT, SAID POINT BEING LOCATED IN THE
WESTERLY RIGHT OF WAY OF MILL STREET, SAID POINT ALSO BEING
THE MOST NORTHEASTERLY CORNER OF A LOT DESCRIBED IN DEED
BOOK 2720 PAGE 670 OF THE PITT COUNTY REGISTRY; THENCE
CONTINUING WITH THE WESTERLY RIGHT OF WAY OF MILL STREET,
S 00° 26' 03" E, 22.74' MORE OR LESS TO A POINT; THENCE LEAVING
THE WESTERLY RIGHT OF WAY OF MILL STREET, N 890 56' 20" W,
106.23' MORE OR LESS TO A POINT; THENCE S 000 12' 12" W, 3.00'
MORE OR LESS TO A POINT; THENCE N 89'56'20" W, 11.01' MORE OR
LESS TO A POINT; THENCE S 000 03'40" W, 11.00' MORE OR LESS TO A
L

POINT; THENCE N 89° 56' 20" W, 16.00' MORE OR LESS TO A POINT;
THENCE S 000 03' 40" W, 7.50' MORE OR LESS TO A POINT; THENCE N
89° 56' 20" W, 10.28' MORE OR LESS TO A POINT; THENCE N 16° 46' 05"
W, 9.06' MORE OR LESS TO A'POINT; THENCE N 480 39' 41" E, 66.48'
MORE OR LESS TO A POINT; THENCE S 84° 56' 29" E, 96.45' MORE OR
LESS TO A POINT, SAID POINT BEING LOCATED IN THE WESTERLY
RIGHT OF WAY OF MILL STREET, SAID POINT ALSO BEING THE POINT
OF BEGINNING OF THIS DESCRIPTION AND CONTAINING 3569.78 SF
MORE OR LESS AND ENCOMPASSING THE STREAM BED AND A
PORTION OF THE 50' BLUE LINE STREAM RIPARIAN BUFFER AS
MEASURED FROM THE TOP OF BANK OF THE NOBEL CANAL.
It is understood and agreed that this conveyance is made subject to the Town agreeing
that no trees or shrubs will be Out or removed by the Town within the easement area unless
construction of the Nobel Canal Project is commenced by the Town within the easement area.
Subject to obtaining the requisite approvals of county, state and federal agencies, Town agrees to
remove all trees and shrubs in the easement area after construction of the Nobel Canal Project is
commenced by the Town within the easement area.
This being an easement to the Town for drainage purposes the Town shall have the right
to construct, install, operate and maintain upon said described premises drainage facilities in a
mariner suitable to the Town, upon, across, under and through said described property within the
easement and right -of -way hereinabove described and to utilize the property for the purpose of
temporary construction of any of the above facilities and the permanent maintenance of said
facilities for the public use with the right to do all things necessary or convenient thereto
including, but not limited to, the following:
(a) The right of officers, agents, and workmen of the Town and its contractors to go to
and front said easement and right -of -way strip at all times over the above described land by such
route or routes as shall occasion the least practicable inconvenience to Grantor, including private
roads and ways then existing thereon, on foot or by conveyance, with materials, machinery,
supplies and equipment as may be desirable; provided that except in emergencies, existing roads
and ways thereon shall be used to the extent that they afford ingress and egress to and from the
easement and right -of -way strip; and to construct, reconstruct, work upon, repair, alter, inspect
and in general do any other thing necessary or convenient to maintain and operate said drainage
facilities for the purpose aforesaid; and
(b) The right and privilege to enter upon the land described for the purpose of
constructing said drainage facilities, and the right and privilege at all times to enter upon the land
included in the area of the easement hereinabove described for the maintenance and repair of said
drainage facilities; and
(c) The right, to clear, and keep cleared, from said easement and right -of -way strip all
structures [other than ordinary fences, but when Town desires, such fences may be opened and
closed or temporarily removed and replaced, or Town may provide suitable gates therein and as
2

L
expressly authorized in (d)(2)] and all vegetation which may interfere with the drainage facilities
herein described and to use (1) chemicals which are not injurious to human beings, domestic
animals, fish or game, (2) machinery, and (3) other forms of equipment and devices in so doing;
and
(d) This deed of easement is given for the initial purpose of constructing and maintaining .
a drainage system and does not obligate the Town either contractually or in any other fashion to
construct and maintain other drainage facilities for which this easement has been granted until
such time as the Town in its sole discretion shall deem necessary to install such facilities. In the
event that the Town has agreed to install additional drainage facilities upon the property herein
granted, such agreement is hereinafter set forth as follows:
(1) The structures and appurtenant facilities installed by the Town shall be and
remain the property of the Town and may be removed by it at any time and from time to
time.
(2) Grantor reserves the right to use the lands in and over which the easement and
right -of -way rights are hereby granted for all purposes not inconsistent with said
easement and right -of -way rights, except that Grantor agrees that (1) no buildings or
permanent structures, well, septic tanks, absorption pits, underground or overhead storage:,:
tanks, burial plots, or any other obstruction which might interfere with the construction,
maintenance and operation of said drainage facilities shall be placed within the area of
said strip without the express written permission of the Town except Grantor reserves the
right to construct one (1) structure without a concrete pad within the easement herein
granted but said structure shall not interfere with the Town's drainage facilities; and (2)
the Town's drainage facilities shall in no way be interfered with or endangered by the
Grantor or Grantor's heirs, licensees, successors or assigns, without the express written
permission of the Town.
TO HAVE AND TO HOLD the aforesaid rights, privileges and easements unto the
Town, its licensees, successors and assigns forever.
And Grantor, for the Grantor and for the Grantor's heirs, executors, administrators,
licensees, successors and assigns, covenants with the Town, its licensees, successors and assigns,
that Grantor is lawfully seized of the above described land in fee and has the right to convey the
said rights, easements and privileges herein described; that the same is free and clear from any
and all encumbrances not satisfactory to the Town;'that the Town shall have quiet and peaceful
possession, use and enjoyment of the aforesaid easement of right -of -way, rights and privileges;
that the Grantor shall execute such further assurances thereof as may be required by the Tow'
own;
and Grantor will forever warrant and defend the title to the said easement of right -of -way, rights
and privileges against the lawful claims of all persons whomsoever.
The singular shall include the plural and reference to gender shall include masculine,
femiinine and neuter.
3

F,
IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal, the day and
year first above written.
,- w4 NaL rr (SEAL)
J � ATHAN TAYLO ITH
�� ,,11:71-►•, (SEAL)
SHELLEq RAINEY KEITH
STATE OF.NORTH CAROLINA
COUNTY OF
a Notary Public of the aforesaid.
County and State, hereby certify that JONATHAN TAYLOR KEITH personally appeared before
me this day and acknowledged the due execution of the foregoing instrument for the purposes
therein expressed.
Witness my and hand and notarial seal, this the A day of February, 2012.
Notary Miblic
My Commission Expires: _/2 / 1$ / 4-013 ``a�,a� s$ Cty
NOTARY
STATE OF NORTH CAROLINA PUBLIC
COUNTY OF
couN,.`��a+
I , a Notary Public ortiie'a oresaid
County and State, hereby certify that SHELLEY RAINEY KEITH personally appeared before me .
this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed.
Witness my and hand and notarial seal, this the 14th day of February, 2012.
My Commission Expires: /2/19/Zo/ -?
Notary Pu lic
4
C06
V� Z
NOTARY
UBLIIC
O-
COU0.1.0, r

RDoc ID: ecorded: 02/29/20120atT12e05G41 PM
Fee Amt: $26.00 Page 1 of 4
Revenue Tax: $0.00
Pitt County, N$0
Deborah T Barrington REG OF DEEDS
BK2946PG557 -560
Prepared by -
& Return to: E. Keen Lassiter
STATE OF NORTH CAROLINA
COUNTY OF PITT
TOWN OF WINTERVILLE
GRANT OF DRAINAGE EASEMENT
This Easement made and entered into this the Ibtbday of November, 2011 by and
between GOOD HOPE FREE WILL BAPTIST CHURCH, by and through its Trustees BORIS
G. BARRETT, SR. and THURMAN L. MCINTOSH, of Pitt County, North Carolina (hereinafter
"Grantor "), party of the first part, and the TOWN OF WINTERVILLE, a North Carolina
Municipal Corporation organized and existing under the laws of the State of North Carolina in
Pitt County, North Carolina (hereinafter "Town "), party of the second part.
WITNESSETH:
Whereas Grantor owns that certain parcel lying in the Township of Winterville described
in Deed Book D26, Page 647, Deed Book D35, Page 231, Deed Book Q39 Page 315, Deed Book
376, Page 68, in the office of the Register of Deeds of Pitt County; and whereas Grantor now
wishes to convey to the Town a grant of drainage easement and right -of -way (hereinafter referred
to as "drainage facilities "). And whereas the Town has agreed to accept this grant of easement
and right -of -way for drainage facilities for the purpose of installing one or more of the service
facilities designated for drainage purposes;
Now therefore, for and inconsideration of the sum of One Dollar ($1.00) and other
valuable considerations to Grantor in hand paid, Grantor does hereby give, grant and convey unto
the Town, its licensees, successors, and assigns, the right, privilege and easement to go in,
through, under and upon the lands of Grantor located in Winterville Township, Pitt County,
North Carolina, and more particularly described as follows:
BEGINNING AT A POINT, SAID POINT BEING THE MOST
SOUTHWESTERLY CORNER OF A TRACT OF LAND DESCRIBED IN
DEED BOOK 106 PAGE 780 OF THE PITT COUNTY REGISTRY; THENCE S
710 27' 04" E, 61.90' MORE OR LESS TO A POINT; THENCE S 63° 13' 04" E,
43.62' MORE OR LESS TO A POINT; THENCE S 54° 57' 54" E, 37.39' MORE
OR LESS TO A POINT; THENCE S 57° 50'24" E, 61.55' MORE OR LESS TO
I

A POINT; THENCE S 66° 47' 28" E, 19.05' MORE OR LESS TO A POINT;
THENCE S 22° 47' 22" E, 16.91' MORE OR LESS TO A POINT; THENCE S
030 19' 33" W, 23.81' MORE OR LESS TO A POINT; THENCE S 88° 45'00"
E. 64.78' MORE OR LESS TO A POINT; THENCE N 00° 46' 41" W, 13.61'
MORE OR LESS TO A POINT; THENCE N 010 35' 19" W, 19.09' MORE OR
LESS TO A POINT; THENCE N 15° 07' 40" W, 47.96' MORE OR LESS TO A
POINT; THENCE N 57' 20'19" W, 79.14' MORE OR LESS TO A POINT;
THENCE S 01° 11' 00" E, 32.31' MORE OR LESS TO A POINT; THENCE S
880 49'00" W, 41.00' MORE OR LESS TO A POINT; THENCE N 01° 11'00"
W. 59.81' MORE OR LESS TO A POINT; THENCE N 57° 21' 24" W, 18.08'
MORE OR LESS TO A POINT; THENCE N 660 0l' 42" W, 42.27' MORE OR
LESS TO A POINT; THENCE S 020 48' 53" W, 15.59' MORE OR LESS TO A
POINT; THENCE N 87° 11' 07" W, 87.87' MORE OR LESS TO A POINT;
THENCE N 020 48' 53" E, 41.76' MORE OR LESS TO A POINT; THENCE N
750 03' 17" W, 13.49' MORE OR LESS TO A POINT, SAID POINT BEING
LOCATED IN THE EASTERLY RIGHT OF WAY OF GRIMES STREET;
THENCE CONTINUING WITH THE EASTERLY RIGHT OF WAY OF
GRIMES STREET, THENCE S 05° 55' 28" E, 67.71' MORE OR LESS TO A
POINT, SAID POINT BEING THE POINT OF BEGINNING OF THIS
DESCRIPTION AND CONTAINING 16,000.83 SF MORE OR LESS AND
ENCOMPASSING THE STREAM BED AND A PORTION OF THE 50'
BLUELINE STREAM RIPARIAN BUFFER AS MEASURED FROM THE TOP
OF BANK OF THE NOBEL CANAL.
This being an easement to the Town for drainage purposes the Town shall have the right
to construct, install, operate and maintain upon said described premises drainage facilities in a
maimer suitable to the Town, upon, across, under and through said described property within the
easement and right -of -way hereinabove described and to utilize the property for the purpose of
temporary construction of any of the above facilities and the permanent maintenance of said
facilities for the public use with the right to do all things necessary or convenient thereto
including, but not limited to, the following:
(a) The right of officers, agents, and workmen of the Town and its contractors to go to
and from said easement and right -of -way strip at all times over the above described land by such
route or routes as shall occasion the least practicable inconvenience to Grantor, including private
roads and ways then existing thereon, on foot or by conveyance, with materials, machinery,
supplies and equipment as may be desirable; provided that except in emergencies, existing roads
and ways thereon shall be used to the extent that they afford ingress and egress to and from the
easement and right -of -way strip; and to construct, reconstruct, work upon, repair, alter, inspect
and in general do any other thing necessary or convenient to maintain and operate said drainage
facilities for the purpose aforesaid; and
(b) The right and privilege to enter upon the land described for the purpose of
constructing said drainage facilities, and the right and privilege at all times to enter upon the land
included in the area of the easement hereinabove described for the maintenance and repair of said
drainage facilities; and
(c) The right to clear, and keep cleared, from said easement and right -of -way strip all
structures (other than ordinary fences, but when Town desires, such fences may be opened and
closed or temporarily removed and replaced, or Town may provide suitable gates therein) and all

vegetation which may interfere with the drainage facilities herein described and to use (1)
chemicals which are not injurious to human beings, domestic animals, fish or game, (2)
machinery, and (3) other forms of equipment and devices in so doing; and
(d) This deed of easement is given for the initial purpose of constructing and maintaining
a drainage system and does not obligate the Town either contractually or in any other fashion to
construct and maintain other drainage facilities for which this easement has been granted until
such time as the Town in its sole discretion shall deem necessary to install such facilities. In the
event that the Town has agreed to install additional drainage facilities upon the property herein
granted, such agreement is hereinafter set forth as follows:
(1) The structures and appurtenant facilities installed by the Town shall be and
remain the property of the Town and may be removed by it at any time and from time to
time.
(2) Grantor reserves the right to use the lands in and over which the easement and
right -of -way rights are hereby granted for all purposes not inconsistent with said
easement and right -of -way rights, except that Grantor agrees that (1) no buildings or
permanent structures, well, septic tanks, absorption pits, underground or overhead storage
tanks, burial plots, or any other obstruction which might interfere with the construction,
maintenance and operation of said drainage facilities shall be placed within the area of
said strip without the express written permission of the Town; and (2) the Town's
drainage facilities shall in no way be interfered with or endangered by the Grantor or
1. . Grantor's heirs, licensees, successors or assigns, without the express written permission of
the Town.
TO HAVE AND TO HOLD the aforesaid rights, privileges and easements unto the
Town, its licensees, successors and assigns forever.
And Grantor, for the Grantor and for the Grantor's heirs, executors, administrators,
licensees, successors and assigns, covenants with the Town, its licensees, successors and assigns,
that Grantor is lawfully seized of the above described land in fee and has the right to convey the
said rights, easements and privileges herein described; that the same is free and clear from any
and all encumbrances not satisfactory to the Town; that the Town shall have quiet and peaceful
possession, use and enjoyment of the aforesaid easement of right -of -way, rights and privileges;
that the Grantor shall execute such further assurances thereof as may be required by the Town;
and Grantor. will forever warrant and defend the title to the said easement of right -of -way, rights
and privileges against the lawful claims of all persons whomsoever.
The singular shall include the plural and reference to gender shall include masculine,
.feminine and neuter.

IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal, the day and
year first above written.
GOOD HOPE FREE WILL BAPTIST CHURCH
j Q
BY: /
, 4
✓�-
BORIS G. BARRETT, SR., Chairman
Y
THURMAN I, CINTOSH, Co- Chairman
STATE OF NORTH CAROLINA
COUNTY OF PITT
1, Ruthmarie M. Dempsey , allotary Public in and for the
aforesaid County and State do hereby certify that BORIS G. BARRETT, SR., Trustee of GOOD
HOPE FREE WILL BAPTIST CHURCH, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
Witness my and hand and notarial seal, this the 16 tb day of November, 2011.
\."'thtkk.,3tie M. LDt:•1q4t r
l 40taty Publi':
Pitt County, N't.:
My Ca"Unirsim Expi"a July 4, 2012
Notary Public 10,
My Commission Expires: July 4, 2012
STATE OF NORTH CAROLINA
COUNTY OF PITT
I, Rutbmarie M. Dempsey , a Notary Public in and for the
aforesaid County and State do hereby certify that THURMAN L. MCINTOSH, Trustee of
GOOD HOPE FREE WILL BAPTIST CHURCH, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
Witness my and hand and notarial seal, this the 16tb day of November, 2011.
I "L, lw,.frie M. ]D� �r
.0twy Pub�i. .
Pitt County, NC:
My Commialw Evim July 4, X012
Notary Public
My Commission Expires: July 4, 2012
4

Doc %D: 011123920005 Type: CRP
Recorded: 02/29/2012 at 12:06:45 PM
Fee Amt: $26..00 Page 1 of 5
Revenue Tax: $0.00
Pitt County, NC
Deborah T Barrington REG OF DEEDS
BK2946PG561 -565
Prepared by
& Return to: E. Keen Lassiter 4�
STATE OF NORTH CAROLINA.
COUNTY OF PITT
TOWN OF WINTERVILLE
GRANT OF DRAINAGE EASEMENT
This Easement made and entered into this the 19) " day of October, 2011 by and
between EVELYN W. HAGANS, widow, of Wilson County, North Carolina, EVANGELINE
W. NOR-FLEET and husband, WILLIAM NORFLEET, of Pitt County, North Carolina and
FRANCES W. BLOUNT and husband, MARVIN R. BLOUNT, of Pitt County, North Carolina
(hereinafter "Grantor "), party of the first part, and the TOWN OF WINTERVILLE, a North
Carolina Municipal Corporation organized and existing under the laws of the State of North
Carolina in Pitt County, North Carolina (hereinafter "Town "), party of the second part.
WITNESSETH:
Whereas Grantor owns that certain parcel lying in the Township of Winterville described
in Deed Book E -26, Page 146, in the office of the Register of Deeds of Pitt County; and whereas
Grantor now wishes to convey to the Town a grant of drainage easement and right -of -way
(hereinafter referred to as "drainage facilities "). And whereas the Town has agreed to accept this
grant of easement and right -of -way for drainage facilities for the purpose of installing one or
more of the service facilities designated for drainage purposes;
Now therefore, for and in consideration of the sum of One Dollar ($1.00) and other
valuable considerations to Grantor in hand paid, Grantor does hereby give, grant and convey unto
the Town, its licensees, successors, and assigns, the right, privilege and easement to go in,
through, under and upon the lands of Grantor located in Winterville Township, Pitt County,
North Carolina, and more particularly described as follows:
COMMENCING AT A POINT, SAID POINT BEING LOCATED IN THE
WESTERLY RIGHT OF WAY OF MILL STREET, SAID POINT ALSO BEING
THE MOST SOUTHEASTERLY CORNER OF A LOT DESCRIBED IN DEED
BOOK E26 PAGE 146 OF THE PITT COUNTY REGISTRY; THENCE
LEAVING THE WESTERLY RIGHT OF WAY OF MILL STREET, N 89° 10'
55" W, 37.49' MORE OR LESS TO A POINT, SAID POINT BEING THE
POINT OF BEGINNING OF THIS DESCRIPTION; THENCE N 89° 10'55" W,
62.79' MORE OR LESS TO A POINT; THENCE N 03° 19' 33" E, 98.45'
MORE OR LESS TO A POINT; THENCE S 88° 45' 00" E, 64.78' MORE OR

LESS TO A POINT; THENCE S 00° 46'41" E, 2.26' MORE OR LESS TO A
POINT; THENCE S 03° 50' 36" W, 9.52' MORE OR LESS TO A POINT;
THENCE N 890 10'55" W, 28.86' MORE OR LESS TO A POINT; THENCE S
000 49' 05" W, 71.70' MORE OR LESS TO A POINT; THENCE N 88° 56' 43"
E, 25.13' MORE OR LESS TO A POINT; THENCE S 08° 43' 07" W, 15.37'
MORE OR LESS TO A POINT, SAID POINT BEING THE POINT OF
BEGINNING OF THIS DESCRIPTION AND CONTAINING 4398.90 SF
MORE OR LESS AND ENCOMPASSING THE STREAM BED AND A
PORTION OF THE 50' BLUE LINE STREAM RIPARIAN BUFFER AS
MEASURED FROM THE TOP OF BANK OF THE NOBEL CANAL.
This being an easement to the Town for drainage purposes the Town shall have the right
to constrict, install, operate and maintain upon said described premises drainage facilities in a
manner suitable to the Town, upon, across, under and through said described property within the
easement and right -of -way hereinabove described and to -utilize the property for the purpose of
temporary construction of any of the above facilities and the permanent maintenance of said
facilities for the public use with the right to do all things necessary or convenient thereto
including, but not limited to, the following:
(a) The right of officers, agents, and worki-nen of the Town and its contractors to go to
and from said easement and right -of -way strip at all times over the above described land by such
route or routes as shall occasion the least practicable inconvenience to Grantor, including private
roads and ways then existing thereon, on foot or by conveyance, with materials, machinery,
supplies and equipment as may be desirable; provided that except in emergencies, existing roads
and ways thereon shall be used to the extent that they afford ingress and egress to and from the
easement and right -of -way strip; and to construct, reconstruct, work upon, repair, alter, inspect
and in general do any other thing necessary or convenient to maintain and operate said drainage
facilities for the purpose aforesaid; and
(b) The right and privilege to enter upon the land described for the purpose of
constructing said drainage facilities, and the right and privilege at all times to enter upon the land
included in the area of the easement hereinabove described for the maintenance and repair of said
drainage facilities; and
(c) The right to clear, and keep cleared, from said easement and right -of -way strip all
structures (other than ordinary fences, but when Town desires, such fences may be opened and
closed or temporarily removed and replaced, or Town may provide suitable gates therein) and all
vegetation which may interfere with the drainage facilities herein described and to use (1)
chemicals which are not injurious to human beings, domestic animals, fish or game, (2)
machinery, and (3) other forms of equipment and devices in so doing; and
(d) This deed of easement is given for the initial purpose of constructing and maintaining
a drainage system and does not obligate the Town either contractually or in any other fashion to
construct and maintain other drainage facilities for which this easement has been granted until
such time as the Town in its sole discretion shall deem necessary to install such facilities. In the
event that the Town has agreed to install additional drainage facilities upon the property herein
granted, such agreement is hereinafter set forth as follows:
2

(1) The structures and appurtenant facilities installed by the Town shall be and
remain the property of the Town and may be removed by it at any time and from time to
time.
(2) Grantor reserves the right to use the lands in and over which the easement and
right -of -way rights are hereby granted for all purposes not inconsistent with said
easement and right -of -way rights, except that Grantor agrees that (1) no buildings or
permanent structures, well, septic tanks, absorption pits, underground or overhead storage
tanks, burial plots, or any other obstruction which might interfere with the construction,
maintenance and operation of said drainage facilities shall be placed within the area of
said strip without the express written permission of the Town; and (2) the Town's
drainage facilities shall in no way be interfered with or endangered by the Grantor or
Grantor's heirs, licensees, successors or assigns, without the express written permission of
the Town.
TO HAVE AND TO HOLD the aforesaid rights, privileges and easements unto the
Town, its licensees, successors and assigns forever.
And Grantor, for the Grantor and for the Grantor's heirs, executors, administrators,
licensees, successors and assigns, covenants with the Town, its licensees, successors and assigns,
that Grantor is lawfully seized of the above described land in fee and has the right to convey the
said rights, easements and privileges herein described; that the same is free and clear from any
and all encumbrances not satisfactory to the Town; that the Town shall have quiet and peaceful
possession, use and enjoyment of the aforesaid easement of right -of -way, rights and privileges;
that the Grantor shall execute such fiir-ther assurances thereof as may be required by the Town;
and Grantor will forever warrant and defend the title to the said easement of right -of -way, rights
and privileges against the lawful claims of all persons whomsoever.
The singular shall include the plural and reference to gender shall include masculine,
feminine and neuter.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals, the day
and year first above written.
„ , (SEAL)
EVELYN .H GANS �
STATE OF NORTH CAROLINA
COUNTY OF �-
I, a Notary Public of the aforesaid County and
State, hereby certify that EVELYN W. HAGANS personally appeared before me this day and
acknowledged the due execution of the foregoing instrumentfor the purposes therein expressed.
Witness my and hand and notarial seal, this the j day of October, 2011.
N tary Public
My Commission Expires: 20 It
f
�� A� r ��
A 01

f►L '� G �. (SEAL)
'EVANGELINE W. NORFL
. 7
rd.., ��c Q L, SEAL)
ILLIAM NORFLEET
STATE OF NORTH CAROLINA
COUNTY OF
1, Ll ►e,75h& B- CJka Ui , a Notary Public of the aforesaid County and
State, hereby certify that EVANGELINE W. NORFLEET personally appeared before me this day
and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed.
Witness my and hand and notarial seal, this the i �day of October, 2011.
Notary Public
My Commission Expires: n � 2,01) .W
STATE OF NORTH CAROLINA ���' `'4
COUNTY OF
I, riIC�� 1� - CkaQ I's, a Notary Public of the aforesaid
County and State, hereby certify that WILLIAM NORFLEET personally appeared before me this
day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed. ...N,-,
Witness my and hand and notarial seal, this the W day of October, 2011.
NAry Public 6- C�
My Commission Expires: fogy.3,2o1 )
T
0
*
jjy�
i. ily OTA- Ra J0
WY i

183111111101111111011111111
Recorded: 02/29/20120atTi2e07COS PM
Fee Amt: $26.00 Page 1 of 3
Revenue Tax: $0.00
Pitt County, NO
Deborah T Barrington REG OF DEEDS
EK2946PG566 -568
Prepared by
& Return to: E. Keen Lassiter
STATE OF NORTH CAROLINA
COUNTY OF PITT
TOWN OF WINTERVILLE
GRANT OF DRAINAGE EASEMENT
This Easement made and entered into this the
day of October, 2011 by and between
SHIRLEY C. WILLIAMS, widow, of Pitt County, North Carolina (hereinafter "Grantor "), party
of the first part, and the TOWN OF WINTERVILLE, a North Carolina Municipal Corporation
organized and existing under the laws of the State of North Carolina in Pitt County, North
Carolina (hereinafter "Town "), party of the second part.
WITNESSETH:
Whereas Grantor owns that certain parcel lying in the Township of Winterville described
in Deed Book U -20, Page 143, in the office of the Register of Deeds of Pitt County; and whereas
Grantor now wishes to convey to the Town a grant of drainage easement and right -of -way
(hereinafter referred to as "drainage facilities "). And whereas the Town has agreed to accept this
grant of easement and right -of -way for drainage facilities for the purpose of installing one or
more of the service facilities designated for drainage purposes;
Now therefore, for and in consideration of the sum of One Dollar ($1.00) and other
valuable considerations to Grantor in hand paid, Grantor does hereby give, grant and convey unto
the Town, its licensees, successors, and assigns, the right, privilege and easement to go in,
through, wider and upon the lands of Grantor located in Winterville Township, Pitt County,
North Carolina, and more particularly described as follows:
BEGINNING AT A POINT, SAID POINT BEING LOCATED IN THE
WESTERLY RIGHT OF WAY OF MILL STREET, SAID POINT ALSO BEING
THE MOST SOUTHEASTERLY CORNER OF A LOT DESCRIBED IN DEED
BOOK U20 PAGE 143 OF THE PITT COUNTY REGISTRY; THENCE
CONTINUING WITH THE WESTERLY RIGHT OF WAY OF MILL STREET,
N 000 18' 43" W, 32.06' MORE OR LESS TO A POINT; THENCE LEAVING
THE WESTERLY RIGHT OF WAY OF MILL STREET, S 89° 43' 21" W,
57.53' MORE OR LESS TO A POINT; THENCE N 01° 45' 05" E, 41.63'
MORE OR LESS TO A POINT; THENCE N 89° 43'21" E, 13.14' MORE OR
LESS TO A POINT; THENCE N 08'43"31" E, 34046' MORE OR LESS TO A
POINT; THENCE N 89° 10' 55" W, 62.79' MORE OR LESS TO A POINT;
THENCE S 030 19' 33" W, 66.43' MORE OR LESS TO A POINT; THENCE

S 140 24' 30" E, 34.68' MORE OR LESS TO A POINT; THENCE S 84° 56'
29" E, 96.45' MORE OR LESS TO A POINT, SAID POINT BEING LOCATED
IN THE WESTERLY RIGHT OF WAY OF MILL STREET, SAID POINT
ALSO BEING THE POINT OF BEGINNING OF THIS DESCRIPTION AND
CONTAINING 6776.34 SF MORE OR LESS AND ENCOMPASSING THE
STREAM BED AND A PORTION OF THE 50' BLUE LINE STREAM
RIPARIAN BUFFER AS MEASURED FROM THE TOP OF BANK OF THE
NOBEL CANAL.
This being an easement to the Town for drainage purposes the Town shall have the right
to construct, install, operate and maintain upon said described premises drainage facilities in a
manner suitable to the Town, upon, across, under and through said described property within the
easement and right -of -way hereinabove described and to utilize the property for the purpose of
temporary construction of any of the above facilities and the permanent maintenance of said
facilities for the public use with the right to do all things necessary or convenient thereto
including, but not limited to, the following:
(a) The right of officers, agents, and worlcrnen of the Town and its contractors to go to
and from said easement and right -of -way strip at all times over the above described land by such
route or routes as shall occasion the least practicable inconvenience to Grantor, including private
roads and ways then existing thereon, on foot or by conveyance, with materials, machinery,
supplies and equipment as may be desirable; provided that except in emergencies, existing roads
and ways thereon shall be used to the extent that they afford ingress and egress to and from the
easement and right -of -way strip; and to construct, reconstruct, work upon, repair, alter, inspect
and in general do any other thing necessary or convenient to maintain and operate said drainage
facilities for the purpose aforesaid; and
(b) The right and privilege to enter upon the land described for the purpose of
constructing said drainage facilities, and the right and privilege at all times to enter upon the land
included in the area of the easement hereinabove described for the maintenance and repair of said
drainage facilities; and
(c) The right to clear, and keep cleared, from said easement and right-of-way strip all
structures (other than ordinary fences, but when Town desires, such fences may be opened and
closed or temporarily removed and replaced, or Town may provide suitable gates therein) and all
vegetation which may interfere with the drainage facilities herein described and to use (1)
chemicals which are not injurious to human beings, domestic animals, fish or game, (2)
machinery, and (3) other forms of equipment and devices in so doing; and
(d) This deed of easement is given for the initial purpose of constructing and maintaining
a drainage system and does not obligate the Town either contractually or in any other fashion to
construct and maintain other drainage facilities for which this easement has been granted until
such time as the Town in its sole discretion shall deem necessary to install such facilities. In the
event that the Town has agreed to install additional drainage facilities upon the property herein
granted, such agreement is hereinafter set forth as follows:
2

(1) The structures and appurtenant facilities installed by the Town shall be and
remain the property of the Town and may be removed by it at any time and from time to
time.
(2) Grantor reserves the right to use the lands in and over which the easement and
right -of -way rights are hereby granted for all purposes not inconsistent with said
easement and right -of -way rights, except that Grantor agrees that (1) no buildings or
permanent structures, well, septic tanks, absorption pits, underground or overhead storage
tanks, burial plots, or any other obstruction which might interfere with the construction,
maintenance and operation of said drainage facilities shall be placed within the area of
said strip without the express written permission of the Town; and (2) the Town's
drainage facilities shall in no way be interfered with or endangered by the Grantor or
Grantor's heirs, licensees, successors or assigns, without the express written permission of
the Town.
TO HAVE AND TO HOLD the aforesaid rights, privileges and easements unto the
Town, its licensees, successors and assigns forever.
And Grantor, for the Grantor and for the Grantor's heirs, executors, administrators,
licensees, successors and assigns, covenants with the Town, its licensees, successors and assigns,
that Grantor is lawfully seized of the above described land in fee and has the right to convey the
said rights, easements and privileges herein described; that the same is free and clear from any
and all encumbrances not satisfactory to the Town; that the Town shall have quiet and peaceful
possession, use and enjoyment of the aforesaid easement of right -of -way, rights and privileges;
that the Grantor shall execute such firrther assurances thereof as may be required by the Town;
and Grantor will forever warrant and defend the title to the said easement of right -of -way, rights
and privileges against the lawful claims of all persons whomsoever.
The singular shall include the plural and reference to gender shall include masculine,
feminine and neuter.
IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal, the day and
year first above written.
• Vd Y (SEAL)
SHIRLEY CJ WILLIAMS
STATE OF NORTH CAROLINA
COUNTY OF PITT
I, Rutlnnarie M. Dempsey, a Notary Public of the aforesaid County and State, hereby
certify that SHIRLEY C. WILLIAMS personally appeared before me this day and acknowledged
the due execution of the foregoing instrument for the purposes ,�herein expressed.
Witness my and hand and notarial seal, this the . ' tl' day of October, 2011.
iN.,-thmarie M. Den 4eAr,y
Notary Public
Mitt County, NC
My Conunbsim Expires July 4, 2012
My Commission Expires:
Notary Public

Doc ID: 011218550004 Type: CRP
Recorded: 04/27/2012 at 03:29 :17 PM
Fee Amt: $26.00 Page 1 of 4
Revenue Tax: $O.00
Pitt County, NC
Deborah T Barrington REd OF DEEDS
BK2965 Pa620 -623
Prepared by
& Return to: E. Keen Lassiter .,SL
NORTH CAROLINA No title examination performed nor opinion
rendered on the property described herein.
PITT COUNTY
TOWN OF WINTERVILLE
GRANT OF DRAINAGE EASEMENT
This deed of easement made and entered into this the 1S day of April, 2012 by and
between GATEWAY CHRISTIAN CENTER OF GREENVILLE, INCORPORATED (also
known as Gateway Christian Center), a North Carolina corporation with its principal office in
Pitt County, North Carolina (hereinafter "Grantor "), party of the first part, and the TOWN OF
WINTERVILLE, a North Carolina Municipal Corporation organized and existing under the laws
of the State of North Carolina in Pitt County, North Carolina (hereinafter "Town "), party of the
second part.
WITNESSETH:
Whereas Grantor owns that certain parcel lying in the Township of Winterville described
in Deed Book 1294, Page 570, in the office of the Register of Deeds of Pitt County; and whereas
Grantor now wishes to convey to the Town a grant of drainage easement and right -of -way
(hereinafter referred to as "drainage facilities "). And whereas the Town has agreed to accept this
grant of easement and right -of -way for drainage facilities for the purpose of installing one or
more of the service facilities designated for drainage purposes;
Now therefore, for and in consideration of the sum of One Dollar ($1.00) and other
valuable considerations to Grantor in hand paid, Grantor does hereby give, grant and convey unto
the Town, its licensees, successors, and assigns, the right, privilege and easement to go in,
through, under and upon the lands of Grantor located in Winterville Township, Pitt County,
North Carolina, and more particularly described as follows:
COMMENCING AT A POINT, SAID POINT BEING LOCATED IN THE
EASTERLY RIGHT OF WAY OF CHAPMAN STREET, SAID POINT ALSO
BEING THE MOST SOUTHWESTERLY CORNER OF A LOT RECORDED
IN DEED BOOK Z 33 PAGE 253 OF THE PITT COUNTY REGISTRY,
THENCE LEAVING THE EASTERLY RIGHT OF WAY OF CHAPMAN
STREET N 88" 21' 41" E, 59.10' MORE OR LESS TO A POINT, SAID POINT
BEING THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE N
010 38' 19" W, 70.26' MORE OR LESS TO A POINT; THENCE S 56° 05'41"
E, 35.40' MORE OR LESS TO A POINT; THENCE S 63° 00' 08" E, 11.92'

MORE OR LESS TO A POINT; THENCE S 75° 57' 04" E, 24.15' MORE OR
LESS TO A POINT; THENCE S 63° 52'42" E, 27.84' MORE OR LESS TO A
POINT; THENCE S 58° 52' 47" E, 59.51' MORE OR LESS TO A POINT;
THENCE S 530 59' 50" E, 19.01' MORE OR LESS TO A POINT; THENCE S
350 13' 37" E, 51.57'MORE OR LESS TO A POINT; THENCE S 22° 07' 18" E,
12.39' MORE OR LESS TO A POINT; THENCE S 08° 46' 44" E, 22.38'
MORE OR LESS TO A POINT; THENCE S 10° 40' 42" E, 9.46' MORE OR
LESS TO A POINT; THENCE S 17° 29' 15" E, 24.15' MORE OR LESS TO A
POINT; THENCE S 29° 45' 48" E, 12.31' MORE OR LESS TO A POINT;
THENCE S 320 56' 53" E, 90.88' MORE OR LESS TO A POINT; THENCE S
480 56' 22" E, 23.65' MORE OR LESS TO A POINT; THENCE S 70° 50' 05" E,
32.16' MORE OR LESS TO A POINT; THENCE S 47° 58' 24" E, 22.13' MORE
OR LESS TO A POINT; THENCE S 68° 24' 12" E, 59.59' MORE OR LESS TO
A POINT; THENCE S 82° 41' 05" E, 11.80' MORE OR LESS TO A POINT;
THENCE S 710 27' 04" E, 62.76' MORE OR LESS TO A POINT; THENCE S
63° 13'04" E, 43.62' MORE OR LESS TO A POINT; THENCE S 54'57'54" E,
37.39' MORE OR LESS TO A POINT; THENCE S 57'50'24" E, 61.55' MORE
OR LESS TO A POINT; THENCE S 660 47' 28" E, 19.05' MORE OR LESS TO
A POINT; THENCE S 22° 47' 22" E, 16.91' MORE OR LESS TO A POINT;
THENCE S 030 19' 33" W, 188.69' MORE OR LESS TO A POINT; THENCE S
140 24' 30" E, 34.68' MORE OR LESS TO A POINT; THENCE S 48° 39' 41"
W, 66.48' MORE OR LESS TO A POINT; THENCE N 140 36' 17" W, 75.62'
MORE OR LESS TO A POINT; THENCE N 03° 19' 33" E, 167.89' MORE OR
LESS TO A POINT; THENCE N 560 29' 57" W, 109.63' MORE OR LESS TO
A POINT; THENCE N 71° 41' 05" W, 124.42' MORE OR LESS TO A POINT;
THENCE N 63° 44' 17" W, 108.81' MORE OR LESS TO A POINT; THENCE
N 340 12' 25" W, 149.44' MORE OR LESS TO A POINT; THENCE N 120 23'
12" W, 49.45' MORE OR LESS TO A POINT; THENCE N 27° 59' 20" W,
33.76' MORE OR LESS TO A POINT; THENCE N 55° 44' 13" W, 68.38'
MORE OR LESS TO A POINT; THENCE N 73° 35' 23" W, 38.33' MORE OR
LESS TO A POINT; THENCE WITH THE ARC OF A CURVE HAVING A
RADIUS OF 64.00' TO THE RIGHT A CHORD DISTANCE OF 31.48' MORE
OR LESS TO A POINT; THENCE N 880 21' 41" E, 6.47' MORE OR LESS TO
A POINT, SAID POINT BEING THE POINT OF BEGINNING AND
CONTAINING 60,021 SF MORE OR LESS AND ENCOMPASSING THE
STREAM BED AND A 50 FOOT BLUE LINE STREAM RIPARIAN BUFFER
AS MEASURED FROM TOP OF BANK OF THE NOBEL CANAL.
Subject to obtaining the requisite approvals of county, state and federal agencies, Town
agrees to remove any trees, shrubs and other vegetation which interferes with this drainage
easement.
This being an easement to the Town for drainage purposes the Town shall have the right
to construct, install, operate and maintain upon said described premises drainage facilities in a
manner suitable to the Town, upon, across, under and through said described property within the
easement and right -of -way hereinabove described and to utilize the property for the purpose of
temporary construction of any of the above facilities and the permanent maintenance of said
facilities for the public use with the right to do all things necessary or convenient thereto
including, but not limited to, the following:
(a) The right of officers, agents, and worlonen of the Town and its contractors to go to
and from said easement and right -of -way strip at all times over the above described land by such
route or routes as shall occasion the least practicable inconvenience to Grantor, including private
roads and ways then existing thereon, on foot or by conveyance, with materials, machinery,
PA

supplies and equipment as may be desirable; provided that except in emergencies, existing roads
and ways thereon shall be used to the extent that they afford ingress and egress to and from the
easement and right -of -way strip; and to construct, reconstruct, work upon, repair, alter, inspect
and in general do any other thing necessary or convenient to maintain and operate said drainage
facilities for the purpose aforesaid; and
(b) The right and privilege to enter upon the land described for the purpose of
constructing said drainage facilities, and the right and privilege at all times to enter upon the land
included in the area of the easement hereinabove described for the maintenance and repair of said
drainage facilities; and
(c) The right to clear, and keep cleared, from said easement and right -of -way strip all
structures (other than ordinary fences, but when Town desires, such fences may be opened and
closed or temporarily removed and replaced, or Town may provide suitable gates therein) and all
vegetation which may interfere with the drainage facilities herein described and to use (1)
chemicals which are not injurious to human beings, domestic animals, fish or game, (2)
machinery, and (3) other forms of equipment and devices in so doing; and
(d) This deed of easement is given for the initial purpose of constructing and maintaining
a drainage system and does not obligate the Town either contractually or in any other fashion to
construct and maintain other drainage facilities for which this easement has been granted until
such time as the Town in its sole discretion shall deem necessary to install such facilities. In the
event that the Town has agreed to install additional drainage facilities upon the property herein
granted, such agreement is hereinafter set forth as follows:
(1) The structures and appurtenant facilities installed by the Town shall be and
remain the property of the Town and may be removed by it at any time and from time to
time.
(2) Grantor reserves the right to use the lands in and over which the easement and
right -of -way rights are hereby granted for all purposes not inconsistent with said
easement and right -of -way rights, except that Grantor agrees that (1) no buildings or
permanent structures, well, septic tanks, absorption pits, underground or overhead storage
tanks, burial plots, or any other obstruction which might interfere with the construction,
maintenance and operation of said drainage facilities shall be placed within the area of
said strip without the express written permission of the Town; and (2) the Town's
drainage facilities shall in no way be interfered with or endangered by the Grantor or
Grantor's heirs, licensees, successors or assigns, without the express written permission of
the Town.
TO HAVE AND TO HOLD the aforesaid rights, privileges and easements unto the
Town, its licensees, successors and assigns forever.
And Grantor, for the Grantor and for the Grantor's heirs, executors, administrators,
licensees, successors and assigns, covenants with the Town, its licensees, successors and assigns,
that Grantor is lawfiilly seized of the above described land in fee and has the right to convey the

said rights, easements and privileges herein described; that the same is free and clear from any
and all encumbrances not satisfactory to the Town; that the Town shall have quiet and peaceful
possession, use and enjoyment of the aforesaid easement of right -of -way, rights and privileges;
that the Grantor shall execute such further assurances thereof as may be required by the Town;
and Grantor will forever warrant and defend the title to the said easement of right -of -way, rights
and privileges against the lawful claims of all persons whomsoever.
The singular shall include the plural and reference to gender shall include masculine,
feminine and neuter.
IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal, the day and
year first above written.
GATEWAY CHRISTIAN CENTER OF
GREENVILLE, INCORPORATE
BY: /i / ' . ; _ ,�, �r�� (SEAL)
ARTHUR J. D LLA O, President
STATE OF NORTH AR LINA
COUNTY OF
I, , a Notary Public of the aforesaid
County and State, hereby certify that ARTH . DELLANO personally appeared before me this
day and aclulowledged that he is President of Gateway Christian Center of Greenville,
Incorporated, a non - profit corporation, and that he as President, being authorized to do so,
executed the foregoing on behalf of the corporation.
Witness my and hand and notarial seal, this the Z_D day of April, 2012.
@ %%I Ito 9sj)'?,g�.
-.014
My Commission Expires:
Iy r
J e��'�•

i 1111111 111111 iii 11111 iiii� 11111 11111 11111 11111 11111 11111 11111 11111 11111 iii Dili
Doc ID: 011276060003 Type: CRP
Recorded: 06/05/2012 at 12:04 :24 PM
Fee Amt: $26.00 Page 1 of 3
Revenue Tax: $0.00
Pitt County, NO
Deborah T Barrington REG OF DEEDS
BK2978 PG307 -309
Prepared by
& Return to: E. Keen Lassiter
STATE OF NORTH CAROLINA
COUNTY OF PITT
TOWN OF WINTERVILLE
GRANT OF DRAINAGE EASEMENT
This Easement made and entered into this the 0' day of June, 2012 by and between
SHIRLEY C. WILLIAMS as General Guardian for HATTIE CARMON, both of Pitt County,
North Carolina (hereinafter "Grantor "), party of the first part, and the TOWN OF
WINTERVILLE, a North Carolina Municipal Corporation organized and existing under the laws
of the State of North Carolina in Pitt County, North Carolina (hereinafter "Town "), party of the
second part.
WITNESSETH:
Whereas Grantor owns that certain parcel lying in the Township of Winterville described
in Deed Book U -20, Page 143, in the office of the Register of Deeds of Pitt County; and whereas
Grantor now wishes to convey to the Town a grant of drainage easement and right -of -way
(hereinafter referred to as "drainage facilities "). And whereas the Town has agreed to accept this
grant of easement and right -of -way for drainage facilities for the purpose of installing one or
more of the service facilities designated for drainage purposes;
Now therefore, for and in consideration of the sum of One Dollar ($1.00) and other
valuable considerations to Grantor in hand paid, Grantor does hereby give, grant and convey unto
the Town, its licensees, successors, and assigns, the right, privilege and easement to go in,
through, tinder and upon the lands of Grantor located in Winterville Township, Pitt County,
North Carolina, and more particularly described as follows:
BEGINNING AT A POINT, SAID POINT BEING LOCATED IN THE
WESTERLY RIGHT OF WAY OF MILL STREET, SAID POINT ALSO BEING
THE MOST SOUTHEASTERLY CORNER OF A LOT DESCRIBED IN DEED
BOOK U20 PAGE 143 OF THE PITT COUNTY REGISTRY; THENCE
CONTINUING WITH THE WESTERLY RIGHT OF WAY OF MILL STREET,
N 000 18' 43" W, 32.06' MORE, OR LESS TO A POINT; THENCE LEAVING
THE WESTERLY RIGHT OF WAY OF MILL STREET, S 89° 43' 21" W,
57.53' MORE OR LESS TO A POINT; THENCE N 01° 45' 05" E, 41.63'
MORE OR LESS TO A POINT; THENCE N 89° 43' 21" E, 13.14' MORE OR
LESS TO A POINT; THENCE N 08'43'31" E, 34046' MORE OR LESS TO A
J

POINT; THENCE N 89° 10' 55" W, 62.79' MORE OR LESS TO A POINT;
THENCE S 030 19' 33"W, 66.43' MORE OR LESS TO A POINT; THENCE
S 140 24' 30" E, 34.68' MORE OR LESS TO A POINT; THENCE S 84° 56'
29" E, 96.45' MORE OR LESS TO A POINT, SAID POINT BEING LOCATED
IN THE WESTERLY RIGHT OF WAY OF MILL STREET, SAID POINT
ALSO BEING THE POINT OF BEGINNING OF THIS DESCRIPTION AND
CONTAINING 6776.34 SF MORE OR LESS AND ENCOMPASSING THE
STREAM BED AND A PORTION OF THE 50' BLUE LINE STREAM
RIPARIAN BUFFER AS MEASURED FROM THE TOP OF BANK OF THE
NOBEL CANAL.
This being an easement to the Town for drainage purposes the Town shall have the right
to construct, install, operate and maintain upon said described premises drainage facilities in a
manner suitable to the Town, upon, across, under and through said described property within the
easement and right -of -way hereinabove described and to utilize the property for the purpose of
temporary construction of any of the above facilities and the permanent maintenance of said
facilities for the public use with the right to do all things necessary or convenient thereto
including, but not limited to, the following:
(a) The right of officers, agents, and worlanen of the Town and its contractors to go to
and from said easement and right -of -way strip at all times over the above described land by such
route or routes as shall occasion the least practicable inconvenience to Grantor, including private
roads and ways then existing thereon, on foot or by conveyance, with materials, machinery,
supplies and equipment as may be desirable; provided that except in emergencies, existing roads
and ways thereon shall be used to the extent that they afford ingress and egress to and from the
easement and right -of -way strip; and to construct, reconstruct, work upon, repair, alter, inspect
and in general do any other thing necessary or convenient to maintain and operate said drainage
facilities for the purpose aforesaid; and
(b) The right and privilege to enter upon the land described for the purpose of
constructing said drainage facilities, and the right and privilege at all times to enter upon the land
included in the area of the easement hereinabove described for the maintenance and repair of said
drainage facilities; and
(c) The right to clear, and keep cleared, from said easement and right -of -way strip all
structures (other than ordinary fences, but when Town desires, such fences may be opened and
closed or temporarily removed and replaced, or Town may provide suitable gates therein) and all
vegetation which may interfere with the drainage facilities herein described and to use (1)
chemicals which are not injurious to human beings, domestic animals, fish or game, (2)
.machinery, and (3) other forms of equipment and devices in so doing; and
(d) This deed of easement is given for the initial purpose of constructing and maintaining
a drainage system and does not obligate the Town either contractually or in any other fashion to
construct and maintain other drainage facilities for which this easement has been granted until
such time as the Town in its sole discretion shall deem necessary to install such facilities. In the
event that the Town has agreed to install additional drainage facilities upon the property herein
granted, such agreement is hereinafter set forth as follows:
2

(1) The structures and appurtenant facilities installed by the Town shall be and
remain the property of the Town and may be removed by it at any time and from time to
tinge.
(2) Grantor reserves the right to use the lands in and over which the easement and
right -of -way rights are hereby granted for all purposes not inconsistent with said
easement and right -of -way rights, except that Grantor agrees that (1) no buildings or
permanent structures, well, septic tanks, absorption pits, underground or overhead storage
tanks, burial plots, or any other obstruction which might interfere with the construction,
maintenance and operation of said drainage facilities shall be placed within the area of
said strip without the express written permission of the Town; and (2) the Town's
drainage facilities shall in no way be interfered with or endangered by the Grantor or
Grantor's heirs, licensees, successors or assigns, without the express written permission of
the Town.
TO HAVE AND TO HOLD the aforesaid rights, privileges and easements unto the
Town, its licensees, successors and assigns forever.
And Grantor, for the Grantor and for the Grantor's heirs, executors, administrators,
licensees, successors and assigns, covenants with the Town, its licensees, successors and assigns,
that Grantor is lawfully seized of the above described land in fee and has the right to convey the
said rights, easements and privileges herein described; that the same is free and clear from any
and all encumbrances not satisfactory to the Town; that the Town shall have quiet and peaceful
possession, use and enjoyment of the aforesaid easement of right -of -way, rights and privileges;
that the Grantor shall execute such further assurances thereof as may be required by the Town;
and Grantor will forever warrant and defend the title to the said easement of right -of -way, rights
and privileges against the lawful claims of all persons whomsoever.
The singular shall include the plural and reference to gender shall include masculine,
feminine and neuter.
IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal, the day and
year first above written.
96-L. LJI. WuLlou'l) (SEAL)
SHIRLEY C. WILLIAMS, as General Guardian for
HATTIE CARMON
STATE OF NORTH CAROLINA
COUNTY OF PITT
I, Rutluuarie M. Dempsey, a Notary Public of the aforesaid County and State, hereby
certify that SHIRLEY C. WILLIAMS personally appeared before me this day and acknowledged
the due execution of the foregoing instrument in the capacity indicated for the purposes therein
expressed.
Witness my and hand and notarial seal, this the 4"' day of June, 2012.
RUTHMARIE M. DEMPSEY
Notary Public, North Carolina �^
Pitt County C a
My Commission Expires
----7- "La- - - - - -- Notary Public
My Commission Expires: July 4, 2012

ATTACHMENT 5.
PROPOSED EROSION &
SEDEMENTATION CONTROL PLAN

o���yp BEN�y�
QQ` AYCMOiy�
� oO2�85g 09 v
NC #C -0262 y
s��FNVILL�'
\�VEYORS 'e
PROPOSED
EROSION AND SEDIMENTATION CONTROL PLAN
FOR
NOBEL CANAL PROJECT
July 16, 2012
4 36
•v .
%�jL, •. 1N��
NOBEL CANAL PROJECT is proposed to be built on, to be disturbed, 1.64
acre of land on each side of the Nobel Canal beginning on the west side of
Mill Street and proceding westwardly 620 linear feet with the canal to
Grimes Street within the Town of Winterville, NC. The site is presently a
open ditch with cultivated farm on the South side and residential yards on
the North Side.. Improvements to the property will consist tiling the open
ditch with a two barrel 60 inch diameter pipe. The area to be disturbed is
approximately 115 feet wide and 620 feet long for which the Town has
drainage easements. The ditch will be filled and the disturbed area graded to
drain into the catch basins. The disturbed area will be planted as per this
plan. This plan was prepared by Carolina Benchmark Engineers- Surveyors-
Planners, Inc. As Engineers for the Town of Winterville, NC. All
correspondence concerning this should be sent to Carolina Benchmark, 102
Oakmont Drive, Greenville, NC 27858 or by telephone at (252) 756 -8440.
The area to be disturbed during the construction process is within the
raprian buffer. A permit for this is being applied for. Only drainage
structures will be constructed.. Erosion and sedimentation practices will be
installed and carried out as shown on the enclosed Erosion and Sedimentation
Control Plan. Work on this portion of the development is planned to begin in
the Spring of 2013. The land disturbing activity to take place on the
Property will be the ditch and grading the adjacent areas to drain to the
drainage structures. The total land area to be disturbed by construction will
be less than 1.64 shown above.
Construction on the sites will consist of:
1. Silt fences shall be erected as shown on the plans to prevent silt
from entering any new or existing drainage structures and to prevent silt
from entering wetlands or adjacent properties.
2.
3. Topsoil and soil removed from the grading process will be stockpiled
and replaced to protect the existing ditches as much as possible, and seeded.
Ground cover must be established on all graded slopes and fills within 15
1

working days or 30 calendar days which ever is sooner.
All temporary and permanent erosion control devices and structures
shall be built in strict accordance with the plans. A11 temporary erosion
control devices or structures will be inspected immediately after each
significant rainfall and in no case less than weekly. The devices will be
maintained in a good working order throughout. Sediment will not be allowed
to accumulate in front of erosion control devices to more than 15$ of their
original height.
Rip rap and gravel filters and silt fences will be installed at the
locations indicated on the enclosed plan as temporary erosion control devices
and maintained until grass has developed to at least 90$ cover. Once
cover has been established the temporary structures can be removed good
adequate flows. to as
Notes:
1. No land disturbing activity beyond that required to install appropriate
erosion control measures, may proceed until erosion control measures are
inspected and approved by the County of Pitt.
2.. :Scheduling of a preconstruction conference with the erosion control
inspector is required prior to initiating land disturbing activities.
3. Seed or otherwise provide ground cover devices or structures sufficient to
restrain erosion for all exposed slopes within 15 working days of completion
of any phase of grading.
4. Contractor shall inspect and maintain as needed all erosion control
devices on a weekly basis and after each major storm event. Failure to keep
erosion control devices in good working order may result in issuance of a
stop work order or civil penalties up to $500.00 per day of violation.
5. The County of Pitt and /or NC DENR reserves the right to require additional
erosion control measures should the plan or its implementation prove to be
inadequate.
6. The total proposed and existing impervious area on the site is to be 0.00,
compared to 1.64 ac total site area, therefore the site would be exempt to
the storm water retention rule.
K

SCHEDULE FOR
SEEDING PERMANENT GRASS AND LEGUMES ON CONSTRUCTION SITES
Definition
Seeding perennial grasses and legumes on critical areas for permanent cover.
Purpose
To stabilize the soil; reduce damage from sediment and runoff to downstream
areas, and improve an area for safety and beauty.
Where Applicable
On sediment - producing, highly eroding or severely eroding areas where
vegetation is difficult to establish with normal planting methods; such as,
construction sites, cut and fill slopes, borrow areas and other areas denuded
of vegetation where perennial vegetation is needed for long term protection.
Specifications Guide
A. Site Preparation
1. Install needed surface water control measures.
2. Grade and slope as instructed to use planned equipment for
seeding, mulching, and maintenance.
3• Chisel compacted areas and spread available topsoil 3" deep over
adverse soil conditions as a final operation in grading. Where
conventional seeding equipment is to be used, rip the entire
area.
4. Remove all loose rock, roots, and other obstructions from the
surface that will interfere with establishment and maintenance of
vegetation. Leave surface reasonably smooth and uniform for final
seed bed preparation.
3
1

B. Lime, Fertilizer, and Seed bed Preparation
1• When soil material is reasonably uniform, apply lime and
soil fertilizer according to soil test report. In the absence of a
test apply lime as follows:
Tons /Ac. Lbs /1000 sq. ft.
Clay and clay loams 3 135
Sandy loams, loams, silt loams 2 90
Loamy sands, sands 1 50
Agricultural lime used shall be within the specifications of the North
Carolina Department of Agriculture.
2. Rates and analysis of fertilizer if soil test not available:
a. Grasses alone - 800 to 1,000 pounds per acre (18 -23
pounds /1,000 sq.ft.) of a 1 -1 -1 ratio such as a 10- 10 -10.
b. Legumes alone or grass and legume mixture - 800 to 1,000
pounds
per acre (18 -23 pounds /1,000 sq.ft.) of a 1 -2 -2 ratio such as
5- 10 -10.
3. When hydraulic seeding equipment is used, no seed bed preparation
is required. Cut slopes and compacted areas may require
scarification
a. The fertilizer, seed, and wood cellulose fiber mulch will be
mixed with water and applied in a slurry. Spread the mixture
uniformly over the area.
b. The lime will be mixed with water and applied on top of straw
mulch or the lime may be combined with the top dressing
when grass is 2 to 4 inches tall.
4. When conventional equipment is used, the lime and fertilizer will
be applied uniformly and mixed with the soil during seed bed
preparation.
rd

a. On field conditions or slopes that are 3:1 or flatter, prepare
a seed bed 4 inches deep, excluding rock.
b. On slopes steeper than 3:1, prepare a seed bed 1 to 4 inches
deep as determined on site. Scarify the surface with sui table
equipment such as a chain harrow, grader with chisels attached or
by hand. The surface as a minimum will be pitted or trenched 4 to
8 inches apart for seed to lodge and germinate.
c. Continue tillage until a well pulverized, firm, reasonably
uniform seed bed is prepared.
C. Seeding
Select species from attached table, considering plant adaption to desired
use, site to be vegetated, seeding dates and maintenance requirements. Seed
used shall be labeled to show they are within the requirements of the North
Carolina Department of Agriculture as to purity, germination, and presence of
restricted of prohibited weeds.
1• Conventional seeding - Seed on a freshly prepared, firm seed bed.
Use equipment that will apply seed uniformly such as cultipacker
seeder, drill, or cyclone seeder by hand. Cover seed lightly
with seeding equipment or cultipack after seeding.
2. Hydraulic seeding - Mix the fertilizer, seed, and wood
cellulose fiber mulch with water and apply the slurry uniformly
over the area being treated. The slurry must be applied within
one
hour after mixing the seed with fertilizer.
3. Use the inoculant prepared specifically for any legume being
seeded. Twice the recommended rate will be used when seeded dry
with conventional equipment and four times the recommended rate
when seeded with hydraulic equipment.
4. Mulching - Mulch all permanent seeding on critical areas
immediately after seeding unless sufficient mulch is present from
Previous temporary vegetation grown. Mulch is essential to
protect
seedlings and area from erosion until plant cover is established.
5

anchoring Refer to MULCHING specifications for kinds, amounts, and
mulch.
5. Irrigation - Supplementary irrigation will speed up the
establishment of plant cover most seasons and may prevent failure
of seeding not made at optimum planting date or seeding on
adverse site conditions. Where irrigation is used, water: must
be applied at a rate that will not cause soil movement.
D. Treatment after seeding and maintenance is most important in retaining
an effective vegetative cover.
1. Repairs - Inspect all seeded areas and make necessary repairs or
re- seeding within the planting season, if possible. If stand
should be over 60% damaged, reestablish following original lime,
fertilizer and seeding recommendations.
2. Control weed growth during establishment mechanically and /or with
Carolina herbicides. When chemicals are used, follow current North
and Agricultural Experiment Station's weed control recommendations
adhere strictly to instructions on the label.
E. Mulching will be applied to all seeded areas with slopes of greater
than 1.5% to insure no erosion or damage will occur prior to establishment of
vegetation cover. The following materials and rates will be used:
Clean, small grain straw 2 Tons /Ac.
Clean Pine straw
2 Tons/Ac-
Mulch shall be spread uniformly over the area to be covered and shall be
anchored with asphalt spray or other acceptable means on slopes of 2H:1Y or
greater.
ro

VA
PERMANENT
SEEDING
PLANTS AND MIXTURES PLANTING RATES /ACRE
PLANTING DATES
1. Stiff, clay -type soil and poorly drained
Seeding Date
Plants & Mixtures
areas.
Planting Rates
March -April
Sericea Lespedeza
/Acre
50 -60 lbs.
(scarified)
April -June
Tall Fescue
25 -30 lbs.
Sericea Lespedeza
40 -50 lbs.
(scarified)
6-8 lbs.
Common Bermuda grass
(hulled)
August -Feb
Sericea Lespedeza
60 -70 lbs.
(unhulled - unscarified)
Tall Fescue
20 -30 lbs.
Millet or Sudan
15 -20 lbs.
2. Sandy, Well- drained
or Dry Areas.
:Seeding Date
March -Jul Y
Plants & Mixtures
Planting Rates /Acre
Wilmington Bahia grass
40 -50 lbs.
or
Sericea Lespedeza
40 -50 lbs.
(scarified)
Common Bermuda grass
6 -8 lbs.
(hulled)
August -Feb.
Sericea Lespedeza
60 -70 lbs.
(unhulled - unscarified)
Tall Fescue
20 -30 lbs.
Millet or Sudan
15 -20 lbs.
3. All grass -lined channels or waterways.
Seeding Date
Plants & Mixtures
Planting Rates /Acre
April -June
Common Bermuda
grass
70 lbs.
August -Feb
Tall Fescue
70 lbs.
Rye Grain
40 lbs.
VA

Note: Fall seeded channels and waterways may need re- seeding in spring,
E

WINTERVILLE NC PHASE H STORMWATER PERMIT
PERMIT NO.:
NCS000507
SUBMITTED:
01 -25 -2011
EFFECTIVE DATE:
12 -01 -2011
EXPIRATION DATE;
I1 -30 -2016
COUNTY
PITT
ADMINSTRATIVE REGION:
WASHINGTON
BASIN NAME:
NEUSE
DRAFT PERMIT NO. NCS00507
ATTACHED
INFORMATION FROM MR. BILL DIUGUID
NC DIVISION OF WATER QUALITY
PHONE NO. 919 - 807 -6369 INDICATED THAT
THE PERMIT WAS ADVERTISED AND EPA APPROVAL
WAS EXPECTED.

STATE of NORTH CAROLINA
DEPARTMENT of ENVIRONMENT and NATURAL RESOURCES
DIVISION of WATER QUALITY
PERMIT NO. NCS000507
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Town of Winterville
is hereby authorized to discharge stormwater from their municipal separate storm sewer system located:
within the town of Winterville Jurisdictional Area
PittCounty
to receiving waters, Swift Creek, Fork Swamp,; Nobel Canal, within the Neuse River Basin in accordance
with the discharge limitations, monitoring requirements, and other conditions set forth in Parts I, II, III,
IV, V, VI, VII and VIII hereof.
This permit shall become effective Month Day, Year.
This permit and the authorization to discharge shall expire at midnight on Month Day, Year.
Signed this day Month Day, Year.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

ATTACHMENT 6.
PLANS

D.r + ail�ag +e Study
for
NobelCanal
Pre' ared for.
7
a
Town of Winterville
GSS16O ..�'�`�'
SEAL
026,981
Mu
PA. Munday, P. E. 2,981
M In 3109
Date
�ti

Contents
Bauk�nuud-------------------------------------------------------
2
Purpose.................................................................................................................................................
—.................. 2
Areauf Study ...........................................................................................................................................
......... ........... 2
DrainageArea Delineation ......................................................................................................
......... ....... .............. '2
Analysis Methods and Design Parameters ................................................
................................. ............ ............ ...... 2
Analysis...............................................................................................................................
................ ............ —...... 3
Segmentl ---------.----------------------------------------------3
Segment#2------------------------------------__________________./*
Option I —Cbaon����uu�oguu�ooto -----------------_-------______5
Option 2—Cbunnolizaboo along new alignment ......................................................................
.............. .......... ...... _5
Option3— Enclosed Channel ................ .........................................................................
.................................. ........ -u
Option4— Detention Pond ....................................... ......................................
....................... --................................ y
Segment#3 ..................................................................................................................................................................
V
Segment#4 ..................................................................................................................................................................
ll
Segment#5 .............................................................................................................................................................
.... ll
Segment#6 .................................................................................................................................................................
l2
Permitting..............................................................................................................................................
................. ... G
l
\
�
�
'
,
�
\

Background
Nobel Canal is the drainage outfall for approximately 369 acres of the portion of the Town of
Winterville Corporate area east of NC Hwy. 11. This drainage area includes 209 acres east of
Railroad Street and 160 acres between NC HWY 11 and Railroad Street (Map 42). West of NC
Hwy 11 another 162 acres are added to the drainage area for a total of 531 acres. Historically this
canal has failed to provide adequate drainage and is a major contributing factor of frequent
flooding in some areas and erosion in other areas. Previous studies have concentrated on
flooding problems in the areas east of Railroad Street. These include two drainage studies
published by Stroud Engineering, one in a report titled Storm Drainage Study for the Town of
Winterville dated May 15, 2002 and the other titled Drainage Study for Jones Street Area Flood
Abatement dated December 3rd, 2002. These studies showed that a 209 acre drainage area directs
320 CFS of runoff during the 10 year storm event toward Railroad Street where it backs up and
floods Circle Drive due to capacity limitations of the three 36" CPP's and the sewer obstruction
at Railroad Street. The study concluded that it was not economically feasible to install the 3-72"
pipes required to carry the runoff under Railroad Street and redirecting the runoff to Fork Swamp
should be considered as an alternate. The three 36" CPP's under the railroad remain as a control
limiting the rate of runoff westward from railroad street.
Purpose
This study is made for the purpose of evaluation of the section of Nobel canal west of Railroad
Street to Swift Creek with particular emphasis on the section between Railroad Street and NC
HWY '11. Erosion and stability issues are considered as an equal priority as flooding; particularly
where erosion and instability have the potential to undermine existing structures in close
proximity to the canal and /or otherwise impact private property. Finally, the study will evaluate
options for improvements to mitigate flooding, erosion and stability.
Area of Study
The study area is shown on Map #1 in appendix A and starts at point A just east of Railroad
Street and continues to Mill Street, crosses Mill Street and continues north and west to Chapman
Street, crosses Chapman Street and continues west to a box culvert in NC Hwy 11, crosses NC
HWY 11 and continues southwest and then in a westerly direction to Reedy Branch Road,
crosses Reedy Branch Road and continues in a westerly direction to Swift Creels.
Drainage Area Delineation
Stroud Engineering performed a detailed field investigation and survey of the Nobel Canal
outfall from Railroad Street to Swift Creek. The drainage areas are shown on the drainage area
Map 42 in appendix B.
Analysis Methods and Design Parameters
Because of the bottleneck and reverse grades on the existing 36" CPP's at Railroad Street we
assume that the headwater will back up to the level of the lowest grade in Railroad Street or
2

elevation 69.00. This is the highest level that can be reached before water starts to pond in
Railroad Street. This gives an allowable headwater of 3.87 feet making the headwater to depth
ratio 1.29. From the headwater depth chart for 36" corrugated pipes with inlet control the
discharge will be 47 CFS per pipe. The total peak discharge for the 3 -36" CPP's will be 141
CFS. This flow is added to the 10 and 25 year peals runoff at each design point in order to size
pipe or channels or check existing pipe. The 2 year, 10 year and 25year peak flow runoff are
determined for each design point using Soil Conservation Service hydrology charts for Type II
storm distribution and are summarized in the table below:
Design Point
Drainage
Area
(Acres)
2 Year
Storm
Surface
Runoff
(CFS)
10 Year
Storm
Surface
Runoff
(CFS)
10 Year
Design
Stonn
*(CFS)
25 Year
Storm
Surface
Runoff
(CFS)
25 Year
Design
Storm
*(CFS)
A (Railroad)
8
18
34
175
40
181
B
19
35
65
206
77
218
C
30
45
86
227
110
251
D
70
82
155
296
180
321
E
96
105
190
331
240
381
F
102
110
200
341
245
386
G (NC Hwy 11)
160
140
260
401
320
461
H
296
205
400
541
500
641
I (Swift Creels)
322.4
214.5
426
567
537
678
* Includes peak discharge from 3 -36" CPP's at railroad street.
Analysis
For analysis drainage areas have been separated into five segments as shown on drainage area
map #2
Segment 1
This segment runs from Railroad Street to the west side of Mill Street, points A to C on Map # 1
A new 60" CMP has been installed from the 3 -36" CPPs under Railroad Street to Mill Street.
The first section from the 36" CPPs to the drop inlet has a positive grade of 0.74% slope. The
next two sections have a reverse grade of 0.022% and 0.13% respectively. The threshold of
misbehavior for this pipe is also at elevation 69.0 or the highest level water can reach before
water starts to pond in Railroad Street. With the invert out at elevation 64.01 the headwater
equals 4.99 ft. and the headwater to depth ratio equals 1.00. From the headwater depth chart for
CMP the discharge of the 60" CMP in inlet control will be 125 CFS. The total runoff to design
point A for the 10 year storm is 175 CFS. It will take a 42" pipe to carry the additional 50 CFS.
The cost for installation of this pipe is $62,855 (Table 1).
3

Table 1
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
42" CMP to pa rallel the in segment 1
Item
Description
Quantity
Units
Unit Price
Amount
1
42" Aluminized Steel
465
LF
$ 76.00
$ 35,340.00
2
Junction Boxes
2
AC
$ 2,500.00
$ 5,000.00
3
Tie to Existing Junction Box
1
AC
$ 2,500.00
$ 2,500.00
4
Seeding & Mulching
0.3
AC
$ 1,800.00
$ 540.00
5
Rip Rap
50
Ton
$ 50.00
$ 2,500.00
SuUTotal
$ 45,880.00
Contingencies
10%
$ 4,588.00
Contractors Overhead & Profit
15%
$ 6,882.00
Engineering
6%
$ 2,752.80
Construction Administration & Inspection
6%
$ 2,752.80
Total
$ 62,855.60
Note: Does not include land cost
The peals discharge rate for the 25 year storm at design point B is 218 CFS. The 25 year storm is
used at this point to meet NCDOT requirements. The existing box culvert under Mill Street is
6'x4' and has a slope of 0.35 %. The attached Flowmaster worksheet shows that the depth in the
box culvert will be 3.81 feet at a discharge of 218 CFS. The actual 25 year storm is at elevation
67.83 feet which causes no problems in Railroad Street or Mill Street so the existing 6'x4' box
culvert is adequate.
Segment #2
This segment runs from the west side of Mill Street to the inlet of the twin 60" CMP's on the east
side of Chapman Road, points C to E on map # 2. The peals discharge rate to point C for the 10
year storm is 227 cfs. Analysis of the existing channel shows that the highest water level in
relation to the channels top of bank occurs at station 6 +00 (See maps 3A,3B or 3C) where the
distance from the bottom of the channel to the top of the bai-lc is 5.3 feet. The projected depth of
flow for the 10 year — 24 hour storm in the existing channel is 5.25 feet which virtually leaves no
free board during the 10 year — 24 hour storm.
An area of particular concern is the stability of the canal as it traverses along the southern
boundary of Good Hope Baptist Church. The church has expressed concern that the flow of
stormwater through the canal is contributing to settlement of the church building foundation.
Visual field observation of this section revealed that the top of the bank of the existing charmel is
only 12 feet from the building and that the channel is eroding. Though the building appears to be
in no immediate danger of structural failure at this time, if nothing is done, gradual erosion on
4

the long term could undermine the building foundation causing unacceptable settlement.
Catastrophic storm events such as hurricanes could place the building in immediate peril.
To address the problems with this section four options are considered:
Option 1 — Channelization along current alignment
To achieve an acceptable freeboard during the 10 year storm event the channel would need to be
10 feet wide at the bottom. With 2:1 side slopes the channel would be a minimum of 30 feet wide
at the top. This would require additional easements. Most importantly such a channel would do
little to alleviate potential hazards in the vicinity of Good Hope Baptist Church. Therefore no
further consideration is given to this option.
Option 2 — Channelization along new alignment
In order to move the problem area away from Good Hope Baptist and avoid constructing a
number of large expensive junction boxes, Stroud Engineering looked at rerouting Nobel Canal
in this area by channelization from the west con-n- ion corner of now or formerly the Carman
Leamon Heirs and Daniel A. Jones property straight to the existing twin 60" CMP's (See Maps
3A, 3B and 3C in Appendix C). This route will keep the majority of required easements on the
Gateway Christian Center property and the relocation will move the channel approximately 100
feet from the Good Hope Baptist Church property. The proposed channel would be 10 feet wide
at the bottom with 2:1 side slopes malting it approximately 30 feet wide at the top. Side slopes
may be stabilized with grass however better and more permanent erosion control and
stabilization could be achieved with an armored channel. Costs are estimated at $428,637 for the
grassed channel or $784,372 for the armored channel. (Tables 2 and 3)
Table 2
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Trapezoidal Channel Across Gateway Christian Center Pro erty
Item
Description
Quantity
Units
Unit Price
Amount
1
18" RCP
36
LF
$ 25.00
$ 900.00
2
36" RCP
110
LF
$ 67.00
$ 7,370.00
3
42" RCP
72
LF
$ 120.00
$ 8,640.00
4
18 "FES
1
LF
$ 700.00
$ 700.00
5
42" FES
1
Ea
$ 1,600.00
$ 1,600.00
6
Junction Boxes
4
Ea
$ 2,000.00
$ 8,000.00
7
Large Junction Boxes
1
Ea
$ 5,000.00
$ 5,000.00
8
Misc. Clearing &Grubbing
0.1
Ac.
$ 7,000.00
$ 700.00
9
Seeding & Mulching
2.4
Ac.
$ 1,800.00
$ 4,320.00
10
Rip Rap
350
Ton
$ 50.00
$ 17,500.00
11
Canal Excavation (Onsite Disposal)
4938
CY
$ 9.00
$ 44,442.00
12
Canal Excavation (Offsite Disposal)
1186
CY
$ 12.00
$ 14,232.00
13
Flume Removal
20
LF
$ 10.00
$ 200.00
5

Table 3
Subtotal
Town of Winterville
Nobel Canal Drainage Stud
Trapezoidal Channel Across Gateway Christian Center Pro e
$ 113,604.00
Contingencies
10%
$ 11,360.40
Description
Contractors Overhead & Profit
15%
Unit Price
Amount
$ 17,040.60
18" RCP
Engineering
6%
$ 25.00
$ 900.00
$ 6,816.24
36" RCP
Construction Administration & Inspection
6%
$ 67.00
$ 7,370.00
$ 6,816.24
42" RCP
Mitigation Costs
1050
LF
260
$ 273,000.00
18 "FES
Total
LF
$ 700.00
$ 700.00
$ 428,637.48
42" FES
1
Ea
$ 1,600.00
$ 1,600.00
6
Junction Boxes
Note: Does not include land cost
Ea
Table 3
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Trapezoidal Channel Across Gateway Christian Center Pro e
Item
Description
Quantity
Units
Unit Price
Amount
1
18" RCP
36
LF
$ 25.00
$ 900.00
2
36" RCP
110
LF
$ 67.00
$ 7,370.00
3
42" RCP
72
LF
$ 120.00
$ 8,640.00
4
18 "FES
1
LF
$ 700.00
$ 700.00
5
42" FES
1
Ea
$ 1,600.00
$ 1,600.00
6
Junction Boxes
4
Ea
$ 2,000.00
$ 8,000.00
7
Large Junction Boxes
1
Ea
$ 5,000.00
$ 5,000.00
8
Misc. Clearing & Grubbing
0.1
Ac.
$ 7,000.00
$ 700.00
9
Seeding & Mulching
1.6
Ac.
$ 1,800.00
$ 2,880.00
10
Rip Rap
350
Ton
$ 50.00
$ 17,500.00
11
Canal Excavation (Onsite Disposal)
4938
CY
$ 9.00
$ 44,442.00
12
Canal Excavation (Offsite Disposal)
1186
CY
$ 12.00
$ 14,232.00
13
Armor-form Reinforced Channel Liner
37300
SF
$ 7.00
$ 261,100.00
14
Flume Removal
20
LF
$ 10.00
$ 200.00
Subtotal
$ 373,264.00
Contingencies
10%
$ 37,326.40
Contractors Overhead & Profit
15%
$ 55,989.60
Engineering
6%
$ 22,395.84
Construction Administration & Inspection
6%
$ 22,395.84
Mitigation Costs
1050
LF
260
$ 273,000.00
Total
$ 784,371.68
Note: Does not include land cost
Option 3 — Enclosed Channel
This option would follow would follow the same alignment as option 2, but the channel would
be enclosed either by pipe or concrete box culvert. In this case the straighter alignment would
reduce the total length of the pipe or box culvert and would also reduce the number of large

expensive junction boxes. Two 60" pipes would be required. Piping costs are estimated to be
$951,503, for 60" RCP (Table 4), or $772,647 for 60" aluminized steel (Table 5). If a box
culvert is used the required size is 5' x 6. Cost for the box culvert is estimated to be $852,251
(Table 6). Therefore, the least expensive enclosed channel option is piping the channel using
twin 60" aluminized steel pipes at a cost of $772,647 (Table 5).
Table 4
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Twin 60" RCP Pipes Across Gateway Christian Center Property
Item
Description
Quantity
Units
Unit Price
Amount
1
18" RCP
52
LF
$ 25.00
$ 1,300.00
2
36" RCP
110
LF
$ 67.00
$ 7,370.00
3
42" RCP
72
LF
$ 120.00
$ 8,640.00
4
60" RCP
1600
LF
$ 230.00
$ 368,000.00
5
18" FES
1
Ea
$ 600.00
$ 600.00
6
60" FES
4
Ea
$ 5,000.00
$ 20,000.00
7
Junction Boxes
4
Ea
$ 2,000.00
$ 8,000.00
8
Large Junction Boxes
1
Ea
$ 5,000.00
$ 5,000.00
9
Misc. Clearing & Grubbing
0.1
Ac.
$ 7,000.00
$ 700.00
10
Seeding & Mulching
1.6
Ac.
$ 1,800.00
$ 2,880.00
I I
Rip Rap
350
Ton
$ 50.00
$ 17,500.00
12
Fill Ex. Canal (Onsite)
1396
CY
$ 9.00
$ 12,564.00
13
Fill Ex. Canal (Offsite)
3542
CY
$ 12.00
$ 42,504.00
14
Flume Removal
20
LF
$ 10.00
$ 200.00
Subtotal
$ 495,258.00
Contingencies
10%
$ 49,525.80
Contractors Overhead & Profit
15%
$ 74,288.70
Engineering
6%
$ 29,715.48
Construction Administration & Inspection
6%
$ 29,715.48
Mitigation Costs
1050
LF
$ 260.00
$ 273,000.00
Total
$ 951,503.46
Note: Does not include land cost
Table 5
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Twin 60" Aluminized Steel Pipes Across Gateway Christian Center Property
V/

Table 6
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Concrete Box Culvert Across Gatewa Christian Center Pro erty
Ite
Description
Quantity
Units
Material
Labor &
Mat. &
Total
Unit Price
Amount
18" RCP
52
E .
Lab.
$ 1,300.00
m
1
18" Aluminized Steel
52
LF
$ 10.00
$ 13.00
$ 23.00
$ 1,196.00
2
36" Aluminized Steel
110
LF
$ 23.00
$ 33.00
$ 56.00
$ 6,160.00
3
4'2" Aluminized Steel
72
LF
$ 26.00
$ 50.00
$ 76.00
$ 5,472.00
4
60" Alum�ze
0
LF
$ 59.00
$ 90.00
$ 149.00
$238,400.00
8
�1�1
ES
Ea
$ 110.00
$ 100.00
$ 210.00
$ 210.00
6
60" Aluminized FES
4
Ea
$ 2,000.00
$ 1,000.00
$ 3,000.00
$ 12,000.00
7
60" Bands
80
Ea
$ 59.00
$ 90.00
$ 149.00
$ 11,920.00
Ea
$ 2,000.00
$ 8,000.00
8
Junction Boxes
4
Ea
$ 5,000.00
$ 5,000.00
9
Large Junction Boxes
1
10
Misc. Clearing & Grubbing
0.1
Ac.
$ 7,000.00
$ 700.00
Seeding &Mulching
1.6
Ac.
$ 1,800.00
$ 2,880.00
11
Rip Rap
350
Ton
$ 50.00
$ 17,500.00
12
Fill Ex. Canal (Onsite)
1396
CY
$ 9.00
$ 12,564.00
13
14
Fill Ex. Canal (Offsite)
3542
CY
$ 12.00
$ 42,504.00
15
Flume Removal
20
LF
$ 10.00
$ 200.00
Subtotal
$364,706.00
Contingencies
10%
$ 36,470.60
$ 54,705.90
Contractors Overhead &
15%
Profit
$ 21,882.36
Engineering
6%
$ 21,882.36
Construction Administration
6%
& Inspection
1050
LF
$ 260.00
$273,000.00
Mitigation Costs
$772,647.22
Total
Note: Does not include land cost
Table 6
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Concrete Box Culvert Across Gatewa Christian Center Pro erty
Item
Description
Quantity
Units
Unit Price
Amount
18" RCP
52
LF
$ 25.00
$ 1,300.00
1
2
36" RCP
110
LF
$ 67.00
$ 7,370.00
3
42" RCP
72
LF
$ 120.00
$ 8,640.00
4
5'x6' Box Culvert
800
LF
$ 380.00
$ 304,000.00
5
Wingwalls
Junction Boxes
2
4
Ea
Ea
$ 6,000.00
$ 2,000.00
$ 12,000.00
$ 8,000.00
6
7
Large Junction Boxes
Misc. Clearing & Grubbing
Seeding & Mulching
Rip Rap
1
0.1
1.6
350
Ea
Ac.
Ac.
1 Ton
$ 5,000.00
$ 7,000.00
$ 1,800.00
1 $ 50.00
$ 5,000.00
$ 700.00
$ 2,880.00
$ 17,500.00
8
9
10
8

11
Fill Ex. Canal (Onsite)
1345
CY
$ 9.00
$ 12,105.00
12
Fill Ex. Canal (Offsite)
3593
CY
$ 12.00
$ 43,116.00
13
Flume Removal
20
LF
$ 10.00
$ 200.00
18" RCP
Subtotal
LF
$ 25.00
$ 1,750.00
$ 422,811.00
36" RCP
Contingencies
10%
$ 67.00
$ 7,370.00
$ 42,281.10
42" RCP
Contractors Overhead & Profit
15%
$ 120.00
$ 12,720.00
$ 63,421.65
48" RCP
Engineering
6%
$ 160.00
$ 5,120.00
$ 25,368.66
60" RCP
Construction Administration & Inspection
6%
$ 230.00
$ 22,080.00
$ 25,368.66
18 "FES
Mitigation Costs
1050
LF
$ 260.00
$ 273,000.00
42" FES
Total
Ea
$ 1,600.00
$ 1,600.00
$ 852,251.07
48" FES
1
Ea
$ 2,200.00
$ 2,200.00
9
60" FES
Note: Does not include land cost
Ea
Option 4 — Detention Pond
Stroud Engineering considered construction of a detention pond to limit the rate of discharge and
thereby reduce the scope of required downstream improvements. An attempt was made to
minimize the size of the pond by selecting the maximum release rate which could be
accommodated by downstream channels and pipes. The preliminary analysis shows that a 48"
pipe outlet would limit the outflow to below the bank full capacity of the existing downstream
channel to NC HWY 11.The pond would require surface area of 6.2 acres and require a total area
of 7 to 8 acres. The only land available for a pond this size belongs to the Gateway Christian
Center and this property is also adjacent to the Good Hope Baptist Church property. Estimated
cost for the pond is $1,655,826 (Table 7)
Table 7
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Detention Pond on Gat ewa Christian Center Pro e
Item
Description
Quantity
Units
Unit Price
Amount
1
18" RCP
70
LF
$ 25.00
$ 1,750.00
2
36" RCP
110
LF
$ 67.00
$ 7,370.00
3
42" RCP
106
LF
$ 120.00
$ 12,720.00
4
48" RCP
32
LF
$ 160.00
$ 5,120.00
5
60" RCP
96
LF
$ 230.00
$ 22,080.00
6
18 "FES
1
LF
$ 700.00
$ 700.00
7
42" FES
1
Ea
$ 1,600.00
$ 1,600.00
8
48" FES
1
Ea
$ 2,200.00
$ 2,200.00
9
60" FES
4
Ea
$ 5,000.00
$ 20,000.00
10
60" Riser w/ Trash Rack
1
LS
$ 1,500.00
$ 1,500.00
11
Junction Boxes
4
Ea
$ 2,500.00
$ 10,000.00
12
Misc. Clearing & Grubbing
0.1
Ac.
$ 7,000.00
$ 700.00
13
Seeding & Mulching
7
C.
$ 1,800.00
$ 12,600.00
14
15
Rip Rap
Pond Excavation (Offsite Disposal)
350
77895
Ton
CY
$ 50.00
$ 12.00
$ 17,500.00
$ 934,740.00
9

16
Flume Removal
20
LF
$ 10.00
$ 200.00
Zment
Subtotal
$ 1,050,780.00
Contingencies
10%
Quantity
Units
$ 105,078.00
Amount
Contractors Overhead & Profit
15%
255
LF
$ 157,617.00
$ 28,560.00
Engineering
6%
2
AC
$ 63,046.80
$ 6,000.00
Construction Administration & Inspection
6%
2
AC
$ 6,304.68
$ 5,000.00
Mitigation Costs
1050
LF
$ 260.00
$ 273,000.00
$ 1,080.00
Total
Replace Curb and gutter
30
LF
$ 1,655,826.48
$ 510.00
4
Seeding & Mulching
0.2
AC
$ 1,800.00
360.00
J$$E5,000.00
Note: Does not include land cost
Rip Rap
Segment #3
This segment runs from the inlet of the twin 60" CMP's on the east side of Chapman Road to the
outlet of the twin 60" CMP's on the west side of Chapman Road, points E to F on Map # 2. The
second 60" CMP has been installed parallel to the existing 60" CMP under Chapman Street since
the last study. The original CMP has a reverse grade of 0.1 % up to Chapman Street and a 0.3%
reverse grade under Chapman Street and has a positive grade of .02% to the outlet. The new 60"
CMP has a 0.05% grade up to Chapman Street and a 0.22% grade under Chapman Street and a
0.16% grade to the outlet. The threshold of misbehavior for these pipes is at elevation 65.75 feet.
This is the highest water level that can be reached before water starts backing up into Chapman
Street. The highest invert out is at elevation 60.81 so the allowable headwater equals 4.94 ft and
the headwater to depth ratio equals 0.99 feet. From the headwater depth chart for 60" CMP with
inlet control the discharge equals 125 CFS per pipe for a total of 250 CFS. These pipes need to be
able to carry the peals flow to design point F which is 341 CFS. It will take a 54" CMP to carry
the additional 91.0 CFS. The cost of an additional 54" Aluminized pipe is $63,718 (Table 8).
Table 8
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
54" Aluminized pipe parallel to the existin
twin 60" RCP's se
Zment
Item
Description
Quantity
Units
Unit Price
Amount
1
54" Aluminized Steel
255
LF
$ 112.00
$ 28,560.00
2
Catch Basins
2
AC
$ 3,000.00
$ 6,000.00
3
54" FES
2
AC
$ 2,500.00
$ 5,000.00
4
Replace Pavement
90
SY
$ 12.00
$ 1,080.00
5
Replace Curb and gutter
30
LF
$ 17.00
$ 510.00
4
Seeding & Mulching
0.2
AC
$ 1,800.00
360.00
J$$E5,000.00
5
Rip Rap
100
on
$ 50.00
Sub Total
$ 46,510.00
Contingencies
10%
$ 4,651.00
Contractors Overhead & Profit
15%
$ 6,976.50
Engineering
6%
$ 2,790.60
Construction Administration & Inspection
6%
$ 2,790.60
10

Total $ 63,718.70
Note: Does not include land cost
Segment #4
This segment runs from the outlet of the 60" CMP's on the west side of Chapman Road to the
outlet of the 6' x 7' box culvert on the west side of NC Hwy 11, points F to H on Map # 2. The
open channel canal portion of this section, points F to G, is practically flat, zero % slope. The
discharge for the 10 year storm equals at design point F is 341.00 CFS and easily overtops the
bank of the existing channel. At design point G at the inlet to the box culvert on NC Hwy 11. the
design flow increases to 401 cfs for the 10 year storm and to 461 cfs for the 25 year storm. This
is assuming no up stream detention, i. e. option 4 for segment 2 above. At flows of this
magnitude, the stream bank overflows and the water surface elevation is controlled by the inlet
of the box culvert at Hwy. 11. The culvert capacity chart for a 6' X 7' box culvert indicates a
headwater depth ration of 1.30 feet for the 10 year storm. This would put the surface water
elevation at about 69.7 feet which would result in approximately 3 feet in the vicinity of NC
Hwy. 11. This flooding would be eliminated by construction of the storm water detention pond,
option 4, segment 2. Work on this section of the canal would be limited to cleanout and bank
stabilization. This work would likely require a DWQ Water Quality Certification and possibly a
Corps of Engineers permit. Cost is estimated to be $22,684 (Table 9).
Table 9
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Trapezoidal Channel from the existin 60" CMP's to NC RNW 11
Item
Description
Quantity
Units
Unit Price
Amount
1
Canal Excavation (Onsite Disposal)
1682
LF
$ 9.00
$ 15,138.00
2
Misc. Clearing & Grubbing
0.1
AC
$ 7,000.00
$ 700.00
3
Seeding & Mulching
0.4
AC
$ 1,800.00
$ 720.00
Subtotal
$ 16,558.00
Contingencies
10%
$ 1,655.80
Contractors Overhead & Profit
15%
$ 2,483.70
Engineering
6%
$ 993.48
Construction Administration & Inspection
6%
$ 993.48
Tota(
$ 22,684.46
Note: Does not include land cost
Segment #5
This segment runs from the outlet of the box culvert at NC Hwy. 11 to Reedy Branch Road. The
design flow for the 10 year storm is 541 cfs without upstream detention. This section has an
11

average slope of 0.26 %. This flow would exceed the capacity of the canal in its present condition
and the flow would top the banks without substantial channel improvements. Any channel
improvements over and above maintenance would likely require mitigation at a cost of $260 per
foot for the mitigation alone, making the project cost prohibitive. However, if the storm water
detention pond, option 4, segment 2 above is constructed, the 10 year design flow would be
reduced to 310 cfs. With the reduced flow a maintenance cleanout and bank stabilization project
would improve the channel to the point that it would accommodate the 10 year storm. This
would still require a DWQ Water Quality Certification and possibly a Corps of Engineers permit.
Estimated cost for the clean out and stabilization project is $227,283 (Table 10).
Table 10
Cost Estimate
Town of Winterville
Nobel Canal Drainage Stud
Trap ezoidal Channel East of NCH 11 to Reed Branch Rd. (With Detention
Item
Description
Quantity
Units
Unit Price
Amount
1
Clearing & Grubbing
2
Ac.
$ 71000.00
$ 14,000.00
2
Seeding & Mulching
4.5
Ac.
$ 1,800.00
$ 8,100.00
3
Rip Rap
85
Ton
$ 50.00
$ 4,250.00
4
Canal Excavation (Offsite Disposal)
9694
CY
$ 12.00
$ 116,328.00
5
Grass Channel Liner
3.2
Ac.
$ 7,000.00
$ 22,400.00
6
Ex. 15" CMP Removal
6
LF
$ 15.00
$ 90.00
7
Ex. 18" CCP Removal
24
LF
$ 18.00
$ 432.00
8
Ex. 8" Terra -cotta Pipe Removal
6
LF
$ 10.00
$ 60.00
9
Ex. 24" CMP Removal
10
LF
$ 24.00
$ 240.00
Subtotal
$ 165,900.00
Contingencies
10%
$ 16,590.00
Contractors Overhead & Profit
15%
$ 24,885.00
Engineering
6%
$ 9,954.00
Construction Administration & Inspection
6%
$ 9,954.00
Total
$ 227,283.00
Note: Does not include land cost
Segment 4 6
This segment begins at Reedy Branch Road runs to Swift Creels. The design flow for the 10 year
storm is 567 cfs without upstream detention. This section has an average slope of 0.30% This
flow would exceed the capacity of the canal and the flow would top the banks without substantial
channel improvements Any channel improvements over and above maintenance would likely
require mitigation at a cost of $260 per foot for the mitigation alone, making the project cost
prohibitive. However, if the storm water detention pond, option 4, segment 2 above is
constructed, the 10 year design flow would be reduced to 451 cfs. With the reduced flow a
maintenance cleanout and bank stabilization project would improve the channel to the point that
12

it would accommodate the 10 year storm. This would still require a DWQ Water Quality
Certification and possibly a Corps of Engineers permit. Estimated cost for the clean out and
stabilization project is $115,844 (Table 11).
Table 11
Cost Estimate
Town of Winterville
Nobel Canal Draina a Stud
T zoidal Channel East of Reed Branch Rd.
to Swift Creek ith Detention
Item
Description
Quantity
Units
Unit Price
Amount
1
Clearing & Grubbing
0.5
Ac.
$ 7,000.00
$ 3,500.00
2
Seeding & Mulching
0.7
Ac.
$ 1,800.00
$ 1,260.00
3
4
Rip Rap
Canal Excavation (Offsite Disposal)
85
2734
Ton
CY
$ 50.00
$ 12.00
$ 4,250.00
$ 32,808.00
5
Grass Channel Liner
0.8
Ac.
$ 7,000.00
$ 5,600.00
6
72" Aluminized Steel Pipe
108
LF
$ 175.00
$ 18,900.00
7
72" Aluminized FES
6
LF
$ 2,800.00
$ 16,800.00
8
Ex. 54" CMP Removal
36
LF
$ 40.00
$ 1,440.00
Subtotal
$ 84,558.00
Contingencies
Contractors Overhead & Profit
10%
15%
$ 8,455.80
$ 12,683.70
Engineering
Construction Administration & Inspection
6%
6%
$ 5,073.48
$ 5,073.48
Total
$ 115,844.46
Note: Does not include land cost
At the intersection of Nobel Canal and Swift Creels there is an existing 54" CMP that has a slope
of 6.5% and the calculated velocity is 17.07 ft /s. This high velocity is causing scouring to occur
in Swift Creels at the pipe outlet. (The flowmaster worksheet shows that it will take three 72"
pipes to carry the 567 CFS discharge at the average channel slope of 0.3 %. If the detention pond
is constructed the discharge to this point will be 336 CFS and 3 -54" pipes will be required to
carry this flow at 0.3% slope. The costs of the canal improvements west of NC HWY 11 are
shown in Table 8.)
Permitting
The entire length of Nobel Canal is indicated on USGS Quad Maps and the Pitt County Soil
Survey as a blue line stream subject to the Neuse River Buffer Rules. It is possible that portions
of the upper reaches of the canal could be released by DWQ pursuant to a field determination by
a representative of the North Carolina Division of Water Quality. Work in any section of the
canal subject to these rules would require a Water Quality Certification. An application is
required accompanied by a fee of $540.00. Any improvements affecting more than 150 feet of
13

stream length, if allowed would require mitigation. If mitigation is allowed through the NC
Ecosystem Enhancement program the fee will be $260.00 per foot of stream impact. It is also
probable that the stream bottom will be considered 404 wetlands and as such would require a
Corps of Engineers permit before any work could be done. The Corps of Engineers could also
require mitigation.
The canal west of NC HWY 11 is a drainage district canal, South eastern drainage district A.
Any work in that section will require permission by the Drainage District.
An erosion and sedimentation control permit will be required for any work disturbing more than
one acre of land. The application fee is $200 per disturbed acre.
Summary Conclusion and Recommendations
All options not involving detention impact downstream impacts to the point that either
channelization or piping become cost prohibitive. Mitigation costs alone for channel
improvements or piping would be $260 per foot affecting as much as 5400 feet of stream bed for
a total cost of $1,404,000. By constructing a detention pond, the discharge can be limited to the
point where work, in the channel can be reduced to clean out and bank stabilization. This work
will still require permitting but should avoid mitigation costs. The detention pond option is the
most expensive for segment 2; however none of the other options affect cost prohibitive needs
downstream and none of the other options have the potential to avoid expensive mitigation. This
option would also eliminate the need for the 54' CMP at Chapman Street. Stroud engineering
total project recommendations are summarized in Table 12 below.
Table 12
Cost Summary
Town of Winterville
Nobel Canal Improvements Recommendations
Segment
Description
Estimated Cost
1
42" CMP
$ 62,855.00
2
Detention Pond
$ 1,655,826.00
3
No Work
$ -
4
Clean Out & Stabilization
$ 22,684.00
5
Clean Out & Stabilization
$ 227,283.00
6
Clean Out &Stabilization
$ 115,844.00
Total
$ 2,084,492.00
14

Appendix A
Map #I -Study Area Map

Appendix B
Drainage Area Map and Design Point Peak Rates of Discharge

Exhibit 2-10
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE I[ STORM DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER - 85
24 HOUR RAINFALL FROM US WB TP-40
0
0
7 C C C 0 C CCQ C C
C C Q 0 C 0 C 0 0 � c 0 0 0 C 0 0 0
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9tn)
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1000
900
Soo
700
600
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(D 400
0
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200
Lij
u-
100
90
80
LIJ 70
60
< 50
C-)
40
30
20
ill v @
B-24
10 4 Dc

Exhibit 2 -10
B -24
;,y, -77€5
cy / -(n5.6
r -3 5J5
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE II
STORM DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER -
85
i
24 HOUR RAINFALL
FROM US WB TP -40
0
LO LO n 00 Ql�
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Exhibit 2 -10
�u a� Q1p �u
Ptit3 =
5 J5 }- 1A I .,�g A 20 Lc��
EFM Notice -4, 5/71
T (3
REFERENCE
STANDARD DWG. NO.
"Chapter
2, Engineering Field
Manual
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
ES- 1027
for
Conservation Practices"
SHEET 6 OF 21
ENGINEERING DIVISION - HYDROLOGY BRANCH
DATE 2 -15 -71
B -24
;,y, -77€5
cy / -(n5.6
r -3 5J5

Exhibit 2-10
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE I[ STORM DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER - 85
24 HOUR RAINFALL FROM US WB TP-40
LO 00 C)2
C 0 0 0
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PT L
DRAINAGE AREA IN ACRES
Z,30
Exhibit 2-10
To c,1 Q,a o PTL,:
� 141 (Js z c-
EFM Notice -4, 5/71
REFERENCE
STANDARD DWG. NO.
"Chapter
2, Engineering Field Manual
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
ES- 1027
6 OF 21
for Conservation Practices"
ENGINEERING DIVISION - HYDROLOGY BRANCH
SHEET
DATE 2-15 - 71
B-24

Exhibit 2 -10
W
LIJ
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U_
m A;;
100 - 100
U 90 90
z 80 - . . - - r
—
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PT DRAINAGE AREA IN ACRES
C> '; " Z 0 fi Exhibit 2 -10
1�5 = 2q! f, s
EFM Notice -4, 5/71
REFERENCE STANDARD DWG. N0.
"Chapter 2, Engineering Field Manual U. S. DEPARTMENT OF AGRICULTURE ES- 1027
for Conservation Practices'' SOIL CONSERVATION SERVICE SHEET 6 of 21
ENGINEERING DIVISION - HYDROLOGY BRANCH DATE 2-15-71
B -24
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE]]: STORM D
DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER - 85
24 HOUR RAINFALL F
FROM US W8 TP -40
0 0 0 0
0 0 0 0 0
0 0
2000 ,_ _ __ __... ,
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w
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B -24

Exhibit 2 -10
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE II STORM DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER -
- 85
24 HOUR RAINFALL FROM US WB TP -40
o O o 0 0
0 0
0
2000 1 —;. _... .._:_.._ .
......... 2
2000
1000 .
:: 1
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200
w 2
b
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B -24
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Exhibit 2 -10
B -24
7
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-) 00J
s -@1QJ5
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE II STORM
DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER - 85
24 HOUR RAINFALL
FROM US W8 TP -40
0 0 0
N M
0 0 0 0
0 0 0 0 00 0 0
d' tD W 01,- -i N M 7
0 0
0 0 0 000 0
0 0 0000 0
l0 r, 00 Q1 .� N
2000 f
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1 0-L10L
Exhibit 2 -10
To#aI (.to - 2b0 J5 1q1 Cis = ?4 ( -(-5
EFM Notice -4, 5/71
REFERENCE
STANDARD DWG. N0.
"Chapter
2, Engineering Field Manual
U. S. DEPARTMENT OF AGRICULTURE
ES- 1027
for
Conservation Practices"
SOIL CONSERVATION SERVICE
SHEET 6 OF 21
ENGINEERING DIVISION - HYDROLOGY BRANCH
DATE 2 -15 -71
B -24
7
- )4.C�5
-) 00J
s -@1QJ5

Exhibit 2 -10
04e '," PT l4wH 4I DRAINAGE AREA IN ACRES
Exhibit 2 -10
To Vckj Q :0 2 L, D C.FS $ 14 1, C.aFS = AO V Crz
EFM Notice -4, 5/71
REFERENCE STANDARD DWG. N0.
U. S. DEPARTMENT OF AGRICULTURE ES- 1027
"Chapter Engineering Field Manual SOIL CONSERVATION SERVICE
for Conservation Practices" SHEET 5 OF 21
ENGINEERING DIVISION - HYDROLOGY BRANCH DATE 2-15-71
B -24
C 3100 5
—a b0 C,(5
v -mroJ5
PEAK
RATES OF DISCHARGE FOR SMALL
WATERSHEDS
TYPE]:[ STORM
DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER -
85
24 HOUR RAINFALL FROM US WB TP -40
O 0 0
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Exhibit 2 -10
To Vckj Q :0 2 L, D C.FS $ 14 1, C.aFS = AO V Crz
EFM Notice -4, 5/71
REFERENCE STANDARD DWG. N0.
U. S. DEPARTMENT OF AGRICULTURE ES- 1027
"Chapter Engineering Field Manual SOIL CONSERVATION SERVICE
for Conservation Practices" SHEET 5 OF 21
ENGINEERING DIVISION - HYDROLOGY BRANCH DATE 2-15-71
B -24
C 3100 5
—a b0 C,(5
v -mroJ5

Exhibit 2-10
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE 1:1 STORM DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER - 75
24 HOUR RAINFALL FROM US WB TP-40
c
o
D Q c 0 0 c cc c
c m c: c D o ocD o 0 c 0 D 0 c0 c0
2000 ". I-- ............. ........ I ... . ..... . .......... -.1-1....... ........... . . ............. . ... ........ ... ........... ... . ........... ... .... I-, . . ................ . ............ qcm
1000
900
800
700
600
500
z
400
300
Ljj
a-
200
LL-
U
loo
90
80
70
60
< 50
40
30
20
B-22
JAO C4�
I - (,5 4,5

Exhibit 2-10
PEAK RATES OF DISCHARGE FOR SMALL WATERSHEDS
TYPE 11 STORM DISTRIBUTION
SLOPES - FLAT
CURVE NUMBER -
65
24 HOUR RAINFALL FROM US WB TP-40
cD
Lo �0 r, oo a) m
O 0 0
cD 0 0 0 0 c) 0 0
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o o o cD co
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DRAINAGE AREA IN ACRES
Vo (,,-q AL
Exhibit 2-10
Q10 Va C N IP-4
-: 14 C),- f s 4-'JD zf S 4. -1 C5 z
EFM Notice-4, 5/71
REFERENCE
STANDARD DWG. NO.
U. S. DEPARTMENT OF AGRICULTURE
ES- 1027
"Chapter 2, Engineering Field Manual
SOIL CONSERVATION SERVICE
SHEET 2 OF 21
for Conservation Practices"
ENGINEERING DIVISION -HYDROLOGY BRANCH
DATE 2-15-71
]3 -GU
-q,5 ,.f C,

Appendix C
Detailed Analysis and Maps

Exhibit 12
18p
10,000
1�
168
8,000 EXAMPLE
156
6,000 D - 36 inches (3.0 feet)
5,000 0.66 of$
(3)
144
4,000
Hw * Hw
.5.
6.
132
�
3,000 6 (feet)
5.
U
(1) 1.8 5.4
,
120
F
2,000 (2) 2.1 6.3
4
r4.
108
a
a
(3) 2.2 6.6
J
e0 in feet
3•
—
96
Q
1,000
3.
0
800
3•
z
84
v
w
600
2
500
72
400
—
Q
� —
2 2.
N
w
300
/ \
—
U
N
3C 1.5
=
Z
Z
60
Z
200
p��/
1.5 1.5
Ei
54
v..-
I—
w
H
¢
48
w
U
a
100 / 'J
�� ,(
80� s ^ ^"
M
Q
�pF� :�'l�J525
LL
42
cn
50 �? L�5
I.0
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40—
W
I.0
A......
6
30 HW ENTRANCE
SCALE
w
2
p TYPE
w
a
8
C
33
20 (1) Heod ,eall
o .8
.8
a
30
(2) Mitered to conform
Q
w
6
U
to slope
=
•6_
0
27
10 (3) Projecting
ce
0
8
.7
.7
a
24
6
.7
N
5 To use scale (2) or (3) project
21
4 horizontally to scale (1), then
6
use straight inclined line through
•6
3 D and 0 scales, or reverse as
.6
18
illustrated.
2
1.0
5
12
HEADWATER DEPTH FOR
C. M.
PIPE CULVERTS
WITH
INLET
CONTROL
BUREAU OF
PUBLIC ROADS JAN. 1963
Ch�Ps
��c��� -�,��
rr�
VI -12

Exhibit 12
0
ovi/D
Cleo
10,000
168
8,000 EXAMPLE
156
T
6,000 D- 36 inches (3.0 feet)
6.
5,000 0.66 cf a
(3)
144
4,000 HW * HW
5.
6.
132
2 .
3,000 0 (feet)
5. 6.
120
0
(1) 1.8 5.4
2,000 (2) 2.1 6.3
5.
108
(3) 2.2 6.6
4.
RD in feet
3.
4.
96
Or
1,000
3.
D
800
84
in
600
2.
500
72
400
--.N-
2.
2.
U')
LLJ
300
=
0
V)
�r -
3:
1.5
Z
LL
0
200
-
Z
U)
tY
1.5
54
... ....
LLJ
LU
LLJ
100
M
w
48
(D
--
80
<
>
60
Z
--Z-
42
50
X
1.0
-1.0
0
40
F-
a.
W
-1.0
LQ
36
30 HW SCALE ENTRANCE
33
D TYPE
UJ
<
.9
<
20
Headwall
.8
30
(2) Mitered to conform
<
L0
6
to slope
T.
.8
0
27
10 (3) Projecting
8
.7
(n
24
6
21
5 To use scale (2) or (3) project
4 horizontally to scale (1), then
use straight inclined line through
.6 -.6
3 D and Q scales, or reverse as
18
illustrated.
.6
2
15
.5
1.0
12
HEADWATER
DEPTH FOR
C. M.
PIPE
CULVERTS
WITH
INLET
CONTROL
BUREAU OF
PUBLIC ROADS JAN. 1963
too C&&P 1w l'lJ10-1 col" 401
J,A;VetS
V1 -12

Cross Section
Cross Section for Rectangular Channel
Project Description
Worksheet Ex 6x4 Box Culvert Mill:
Flow Element Rectangular Channel
Method Manning's Formula
Solve For Channel Depth
Section Data
Mannings Coeffic 0.013
Slope 003500 ft/ft
Depth 3.81 ft
Bottom Width 6.00 ft
Discharge 218.00 cfs
7
G7,
_
it
1
i
3.81
ft
-
o
6.00 ft
r
V:1 N
H:1
NTS
Title: Winterville Nobel Canal Drainage Study
Project Engineer: Andy Munday
f: \master \projects \p \1200s \p1210 - -1 \winter -1.fm2
Stroud Engineering Company
FlowMaster v6.0 [614b]
07/01/09 08:44:38 AM © Haestad Methods, Inc.
37 Brookside Road Waterbury, CT 06708 USA (203) 766 -1666 Page 1 of 1

Worksheet
Worksheet for Rectangular Channel
Project Description
Worksheet
Ex 6x4 Box Culvert Mill:
Flow Element
Rectangular Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic 0.013
Slope
003500 ft/ft
Bottom Width
6.00 ft
Discharge
218.00 cfs
Results
Depth
3.81 ft
Flow Area
22.8 ft2
Wetted Perimi
13.61 ft
Top Width
6.00 ft
Critical Depth
3.45 ft
Critical Slope
0.004522 ft/ft
Velocity
9.55 ft/s
Velocity Head
1.42 ft
Specific Enerc
5.22 ft
Froude Numb.
0.86
Flow Type
1
Subcritical
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f: \master\ projects \p \1200sNpl210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/01/09 08:44:51 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Worksheet
Worksheet for Trapezoidal Channel
Project Description
Worksheet
Ex. Channel Sta ,
Flow Element
Trapezoidal Char
Method
Manning's Formu
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.045
Slope
003200 ft/ft
Left Side Slope
1.29 V: H
Right Side Slope
1.10 V: H
Bottom Width
7.00 ft
Discharge
227.00 cfs
Results
Depth
5.25 ft
Flow Area
59.9 ft2
Wetted Perimi
20.73 ft
Top Width
15.84 ft
Critical Depth
2.84 ft
Critical Slope 0.029455 ft/ft
Velocity
3.79 ft/s
Velocity Head
0.22 ft
Specific Enerc
5.47 ft
Froude Numb
0.34
Flow Type 3ubcritical
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 --1 \winter-1.fm2 Stroud Engineering Company FlowMaster v6.0 (614b]
07/01/09 09:02:54 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Trapezoidal Channel
3 �+
Project Description E' r r 1 (A f' P 1�.k
Worksheet Ex. Channel Sta
Flow Element Trapezoidal Char
Method Manning's Formu
Solve For Channel Depth
Section Data
Mannings Coeffic
0.045
Slope
003200 ft/ft
Depth
5.25 ft
Left Side Slope
1.29 V: H
Right Side Slope
1.10 V: H
Bottom Width
7.00 ft
Discharge
227.00 cfs
ft
V:1 N
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200sNpl210 - -1 \winter ^1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/01/09 09:03:12 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Worksheet
Worksheet for Trapezoidal Channel
Project Description ,� c0 i c'
Worksheet Proposed Channel @ ; r f 0
Flow Element Trapezoidal Channel
Method Manning's Formula
Input Data
Mannings Coeffic
0.030
Slope
003180 ft/ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
10.00 ft
Discharge
227.00 cfs
Results
Depth
3.08 ft
Flow Area
49.7 ft2
Wetted Perimi
23.76 ft
Top Width
22.31 ft
Critical Depth
2.17 ft
Critical Slope 0.011885 ft/ft
Velocity
4.57 ft/s
Velocity Head
0.32 ft
Specific Enerc
3.40 ft
Froude Numb,
0.54
Flow Type 3ubcritical
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s \p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 12:38:26 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Trapezoidal Channel
Project Description
Worksheet Proposed Channel @
Flow Element Trapezoidal Channel
Method Manning's Formula
Section Data
Mannings Coeffic
0.030
Slope
003180 ft/ft
Depth
3.08 ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
10.00 ft
Discharge
227.00 cfs
r
3.08 ft
10.00 ft
V:1
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 12:39:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1
y

JOB
STROUD ENGINEERING, P.A. SHEET NO.
107 B Commerce Street
GREENVILLE, NORTH CAROLINA 27858 CALCULATED BY,
(252) 756 -9352 CHECKED BY-
-Al
OF_
DATE
DATE

Project Description
Slope
Worksheet
48" RCP
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Discharge
input Data
81.25 cfs
Mannings Coeffic 0.013
Slope
003200 ft/ft
Depth
4.00 ft
Diameter
48 in
Results
Discharge
81.25 cfs
Flow Area
12.6 ftZ
Wetted Perime
12.57 ft
Top Width
1.19e -7 ft
Critical Depth
2.73 ft
Percent Full
100.0 %
Critical Slope
0.004877 ft/ft
Velocity
6.47 fUs
Velocity Head
0.65 ft
Specific Energ:
4.65 ft
Froude Numbe
1.11 e -4
Maximum Disc
87.40 cfs
Discharge Full
81.25 cfs
Slope Full
0.003200 fUft
Flow Type
3ubcritical
Worksheet
Worksheet for Circular Channel
1' CO go '�
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 --1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/28/09 08:32:40 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Circular Channel
Project Description
Worksheet
48" RCP
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Discharge
Section Data
Mannings Coeffic
0.013
Slope
003200 ft/ft
Depth
4.00 ft
Diameter
48 in
Discharge
81.25 cfs
4.00 ft 48 in
V:1 N
H:1
N TS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 -- -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/28/09 08:32:51 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Project Description
Worksheet
Mills to Chapma
Flow Element
Circular Channe
Method
Manning's Formi
Solve For
Discharge
Results
Input Data
169.96 cfs
Mannings Coeffic
0.012
Slope
003180 ft/ft
Depth
4.69 ft
Diameter
60 in
Results
Discharge
169.96 cfs
Flow Area
19.1 ft2
Wetted Perime
13.21 ft
Top Width
2.36 ft
Critical Depth
3.74 ft
Percent Full
94.0 %
Critical Slope
0.004426 ft/ft
Velocity
8.92 ft/s
Velocity Head
1.24 ft
Specific Energ,
5.93 ft
Froude Numbe
0.55
Maximum Disc
169.96 cfs
Discharge Full
158.00 cfs
Slope Full
0.003679 ft/ft
Flow Type
3ubcritical
1
}
Worksheet
Worksheet for Circular Channel
rA
1
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210--- 1 \winter-1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
06/15/09 12:41:30 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Circular Channel
Project Description
Worksheet Mills to Chapma
Flow Element Circular Channe
Method Manning's Formi
Solve For Discharge
Section Data
Mannings Coeffic 0.012
Slope 003180 ft/ft
Depth 4.69 ft
Diameter 60 in�fiC raji�. USC �rto °k,a
Discharge 169.96 cfs )S P; 3 9, i —7
VIN
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200sNpl210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
06/15/09 12:41:48 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Mannings Coeffic 0.013
Worksheet
003180 ft/ft
Depth
5.00 ft
Worksheet for Rectangular Channel
296.00 cfs
Results
�} `
�3 C,
Project Description
6.03 ft
Worksheet
Box Culvert (Mills to Ex Twin 60" ( \ (0 P 0
U X
16.03 ft
Top Width
Flow Element
Method
Rectangular Channel (�
Manning's Formula 1�' G Y U �j
(t �. W
C-, Y U 5
0.004895 ft/ft
Velocity
9.82 ft/s
Velocity Head
Solve For
Bottom Width
j B
t
0.77
Input Data
3ubcritical
Mannings Coeffic 0.013
Slope
003180 ft/ft
Depth
5.00 ft
Discharge
296.00 cfs
Results
Bottom Width
6.03 ft
Flow Area
30.1 ft2
Wetted Perimi
16.03 ft
Top Width
6.03 ft
Critical Depth
4.22 ft
Critical Slope
0.004895 ft/ft
Velocity
9.82 ft/s
Velocity Head
1.50 ft
Specific Enerc
6.50 ft
Froude Numb,
0.77
Flow Type
'i
3ubcritical
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200sNpl210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07101/09 09:55:48 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Rectangular Channel
Project Description
Worksheet Box Culvert (Mills to Ex Twin 60"
Flow Element Rectangular Channel
Method Manning's Formula
Solve For Bottom Width
Section Data
Mannings Coeffic 0.013
Slope 003180 ft/ft
Depth 5.00 ft
Bottom Width 6.03 ft
Discharge 296.00 cfs
i
5.00
ft
�= 6.0 3 ft
—
V:1 N
H:1
NTS
Title: Winterville Nobel Canal Drainage Study
Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 - -1 \winter -1.fm2 Stroud Engineering Company
FlowMaster v6.0 [614b]
07/01/09 09:55:59 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA
(203) 755 -1666 Page 1 of 1

Worksheet
Worksheet for Trapezoidal Channel
Project Description
1 'J
Worksheet Mills to Ex. Twin 60" CI
sf a S C,
Flow Element Trapezoidal Channel
Method Manning's Formula
i
C e �, e �" s' .�±, a / 5.t Mae
Solve For Channel Depth
Input Data
Mannings Coeffic 0.030
Slope 003182 ft/ft
Left Side Slope 0.50 V: H
Right Side Slope 0.50 V: H
Bottom Width 10.00 ft
Discharge 296.00 cfs
Results
Depth 3.53 ft
Flow Area 60.2 ftz
Wetted Perimi 25.78 ft
Top Width 24.12 ft
Critical Depth 2.52 ft
Critical Slope 0.011455 ft/ft
Velocity 4.92 ft/s
Velocity Head 0.38 ft
Specific Enerc 3.90 ft
Froude Numb, 0.55
Flow Type 3ubcritical
I
i
Title: Winterville Nobel Canal Drainage Study
Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 - -1 \winter -1.fm2
Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 01:05:35 PM ©Haestad Methods, Inc.
37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Trapezoidal Channel
Project Description
Worksheet
Mills to Ex. Twin 60" CI
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Section Data
Mannings Coeffic
0.030
Slope
003182 ft/ft
Depth
3.53 ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
10.00 ft
Discharge
i
I
296.00 cfs
3.53 ft
10.00 ft�
VAN
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 -- -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 01:05:47 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Exhibit 12
0
'4w/1D
180
10,000
168
8,000 EXAMPLE
156
6,000 0.36 Inches (3.0 test)
6
5,000 0.66 cfa
(3)
144
4,000
Hw � Hw
5. B.
132
3,000 o ft•et)
5. 6.
12 0
U
w
(1) 1 . 8 5.4
2,000 (2) 2.1 6.3
,
5.
108
a
a
(3) 2.2 6.6
4'
"D In fat
3. 4.
-
96
a
H
1,000
3,
D
800
3.
a:
84
m
600
500
2.
w
72
w�(
400 ?
--► -.
2. 2.
_
300
-
U
0
?
Z
0
v
Z
200
/ �
1.5 1.3
54
_
E�p�
W
U.
W
L
48
w
U
(r
100
/ Q
80 D
>
Q
D
_
uUi
60 ?
LO I.0
LL
42
0
50
40 UJ
1.0
UJ
36/
30 HW ENTRANCE
SCALE
W
33
p TYPE
a
e
Q
20 (1) Heodrall
8 8
30
(2) Mitered to conform Q
to =
U
slope
.8
0
27
10 (3) Projecting
X
a
0
8
.7 .7
Z
24
6
.7
N
21
5 To use scale (2) or (3) project
-
4 horizontally to scale (1), then
.6
use straight inclined line through
.6
3 D and 0 scales, or reverse as
6
18
illustrated.
2
15
11.0
.5
.5
12
HEADWATER
DEPTH FOR
C. M. PIPE
CULVERTS
WITH INLET
CONTROL
BUREAU OF
PUBLIC ROADS JAN, 1963
++ t
j f
w U � p' Cm
VI -12

Worksheet
Worksheet for Trapezoidal Channel
Project Description X S i
-h C q�oo
Worksheet
Sta 19 +00
Flow Element
Trapezoidal Cha
Method
Manning's Formi
Solve For
Discharge
Input Data
Mannings Coeffic
0.030
Slope
000350 ft/ft
Depth
5.00 ft
Left Side Slope
0.58 V: H
Right Side Slope
0.63 V: H
Bottom Width
6.00 ft
Results
Discharge
131.95 cfs
Flow Area
71.4 ftz
Wetted Perimi
25.35 ft
Top Width
22.56 ft
Critical Depth
2.03 ft
Critical Slope 0.012851 ft/ft
Velocity
1.85 ft/s
Velocity Head
0.05 ft
Specific Enerc
5.05 ft
Froude Numb
0.18
Flow Type 3ubcritical
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f. \master\ projects \p \1200sNpl210-- 1 \winter—l.fm2 Stroud Engineering Company FlowMaster v6.0 (614bj
07131/09 01:18:32 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Project Description
Worksheet
Sta 19 +00
Flow Element
Trapezoidal Cha
Method
Manning's Form
Solve For
Discharge
Section Data
Mannings Coeffic
0.030
Slope
000350 ft/ft
Depth
5.00 ft
Left Side Slope
0.58 V: H
Right Side Slope
0.63 V: H
Bottom Width
6.00 ft
Discharge
131.95 cfs
Cross Section
Cross Section for Trapezoidal Channel
5.00 ft
---6.0 0 ft-�
I
VIN
H:1
i NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p\1200s \p1210 --1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 01:18:43 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Worksheet
Worksheet for Rectangular Channel
Project Description
Worksheet Existing Box Culvert @ L p
Flow Element Rectangular Channel C L-% ( V c v { 1 CA W r
Method Manning's Formula j P '
Solve For Channel Depth �''4 t d.�
Input Data
Mannings Coeffic 0.013
Slope 002400 ft/ft
Bottom Width 7.00 ft
Discharge 401.00 cfs
F
Results
I
Depth 6.02 ft
Flow Area 42.2 ft2
Wetted Perim( 19.05 ft
Top Width 7.00 ft
Critical Depth 4.67 ft
Critical Slope 0.004563 ft/ft
Velocity 9.51 ft/s
Velocity Head 1.41 ft
Specific Eneq 7.43 ft
Froude Numb. 0.68
Flow Type Subcritical
Title: Winterviile Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \ p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/29/09 05:04:36 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Rectangular Channel
Project Description
Worksheet Existing Box Culvert @ •,� 1
Flow Element Rectangular Channel 1
Method Manning's Formula
Solve For Channel Depth
Section Data
Mannings Coeffic
0.013
Slope
002400 ft/ft
Depth
6.02 ft
Bottom Width
7.00 ft
Discharge
i
i,
401.00 cfs
6.02 ft
VAN
H:1
NTS
Title: Wintervilie Nobel Canal Drainage Study Project Engineer: Andy Munday
f: \master \projects \p \1200s \p1210 -- -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 (614b]
07129/09 05:04:52 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s\p1210 - -1 \winter— I.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 07:35:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1
Worksheet
Worksheet for Trapezoidal Channel
Project Description
�\ + t �_
e I
, J Y
Worksheet
Flow Element
Trapezoidal Channel
Trapezoidal Channel
@ Reedy E `" b �"^
Method
Manning's Formula
Solve For
Channel Depth
pp
Vel�l
D
Input Data
Mannings Coeffic
0.030
Slope
002640 ft/ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
12.00 ft
Discharge
541.00 cfs
Results
Depth
4.71 ft
Flow Area
101.0 ft2
Wetted Perimf
33.08 ft
Top Width
30.86 ft
Critical Depth
3.29 ft
Critical Slope 0.010565
ft/ft
Velocity
5.36 ft/s
Velocity Head
0.45 ft
Specific Enerc
5.16 ft
Froude Numb,
0.52
Flow Type 3ubcritical
i
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s\p1210 - -1 \winter— I.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 07:35:53 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Trapezoidal Channel
Project Description
Worksheet Trapezoidal Channel @ Reedy E
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Section Data
Mannings Coeffc
0.030
Slope
002640 ft/ft
Depth
4.71 ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
12.00 ft
Discharge
541.00 cfs
N Me
4.71 ft
V:1 N
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f,.\master\ projects \p\1200s \p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07131/09 07:36:04 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Left Side Slope
0.50 V: H
Worksheet
0.50 V: H
Bottom Width
12.00 ft
Worksheet for Trapezoidal Channel
567.00 cfs
Project Description
Worksheet
Trapezoidal Channel @ Sw ((t i iZ_ \ ( • (±
c., ��, , t-) 2
Flow Element
Trapezoidal Channel
3.38 ft
Critical Slope
Method
Manning's Formula
5.68 ft/s
Velocity Head
Solve For
Channel Depth
5.18 ft
Froude Numb.
0.56
Flow Type
3ubcritical
Input Data
Mannings Coeffic
0.030
1
Slope 003000
ft/ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
12.00 ft
Discharge
567.00 cfs
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s \p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 (614b]
07/31/09 07:31:10 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1
Results
Depth
4.67 ft
Flow Area
99.8 ftz
Wetted Perimi
32.90 ft
Top Width
30.69 ft
Critical Depth
3.38 ft
Critical Slope
0.010498 ft/ft
Velocity
5.68 ft/s
Velocity Head
0.50 ft
Specific Enerc
5.18 ft
Froude Numb.
0.56
Flow Type
3ubcritical
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s \p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 (614b]
07/31/09 07:31:10 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

4.67 ft
V:1 N
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s \p1210-- 1\winter-1.fm2 Stroud Engineering Company FlowMaster v6.0 (614b]
07/31/09 07:31:26 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1
Cross Section
Cross Section for Trapezoidal Channel
Project Description
Worksheet
Trapezoidal Channel @ Sw
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Section Data
Mannings Coeffic
0.030
Slope
003000 ft/ft
Depth
4.67 ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
12.00 ft
Discharge
i
I
i
567.00 cfs
-• - -12.0 0 ft�
4.67 ft
V:1 N
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s \p1210-- 1\winter-1.fm2 Stroud Engineering Company FlowMaster v6.0 (614b]
07/31/09 07:31:26 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Project Description
Worksheet
Worksheet for Trapezoidal Channel
Worksheet Trapezoidal Channel Reedy Branch
Flow Element Trapezoidal Channel
Method Manning's Formula Y a rJ L 1� W y I
Solve For Channel Depth
Input Data
Mannings Coeffic
0.030
Slope
002640 ft/ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
4.00 ft
Discharge
310.00 cfs
Results
Depth
4.79 ft
Flow Area
65.1 ft2
Wetted Perimi
25.43 ft
Top Width
23.17 ft
Critical Depth
3.45 ft
Critical Slope 0.011487 ft/ft
Velocity
4.76 ft/s
Velocity Head
0.35 ft
Specific Enerc
5.14 ft
Froude Numb,
0.50
Flow Type 3ubcritical
Qa�- rtu -�i0�) +
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210-- 1 \winter~ 1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 07:20:31 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Trapezoidal Channel
Project Description
Worksheet Trapezoidal Channel Reedy Branch
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Mannings Coeffic 0.030
Slope 002640 ft/ft
Depth 4.79 ft
Left Side Slope 0.50 V: H
Right Side Slope 0.50 V: H
Bottom Width 4.00 ft
Discharge 310.00 cfs
l)
I
BE
4.79 ft
VAN
H:1
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s\p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 07:20:45 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Worksheet
Worksheet for Trapezoidal Channel
Project Description
Worksheet
Trapezoidal Channel Swift Creek (C
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope
003000 ft/ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
4.00 ft
Discharge
336.00 cfs
I
Results
Depth
4.83 ft
Flow Area
65.9 ft2
Wetted Perim(
25.59 ft
Top Width
23.31 ft
Critical Depth
3.59 ft
Critical Slope 0.011370
ft/ft
Velocity
5.10 ft/s
Velocity Head
0.40 ft
Specific Enerc
5.23 ft
Froude Numb,
0.53
Flow Type Subcritical
I
O M./\ 1 L t2.f J-1 �N (I w.;
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s \p1210 - -1 \winter- -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07131/09 07:00:52 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Cross Section
Cross Section for Trapezoidal Channel
Project Description
Worksheet
Trapezoidal Channel Swift Creek (C
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Section Data
Mannings Coeffic
0.030
Slope
003000 ft/ft
Depth
4.83 ft
Left Side Slope
0.50 V: H
Right Side Slope
0.50 V: H
Bottom Width
4.00 ft
Discharge
336.00 cfs
M
4.83 ft
VAN
HA
NTS
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f :\ master\ projects \p \1200s \p1210 - -1 \winter- -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/31/09 07:01:10 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Worksheet
Worksheet for Circular Channel
Project Description
271.55 cfs
Worksheet
Existing 54" CP
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Discharge
Input Data
100.0 %
Mannings Coeffic
0.024
Slope 065000
ft/ft
Depth
4.50 ft
Diameter
54 in
Results
2.68e -4
Discharge
271.55 cfs
Flow Area
15.9 ft2
Wetted Perime
14.14 ft
Top Width
1.26e -7 ft
Critical Depth
4.33 ft
Percent Full
100.0 %
Critical Slope
0.056789 ft/ft
Velocity
17.07 ft/s
Velocity Head
4.53 ft
Specific Energy
9.03 ft
Froude NumbE
2.68e -4
Maximum Disc
292.11 cfs ( a
Discharge Full
271.55 cfs N e f,
Slope Full
0.065000 ft/ft
Flow Type
i
3ubcritical
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \pl210 - -1 \winter —l.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
07/15109 10:16:48 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Worksheet
Worksheet for Circular Channel
Project Description Q� � , �•, C t C, i c_, I
Worksheet
Replacement for 54" CMP @
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coeffic 0.013
Slope
003000 ft/ft
Discharge
184.00 cfs
Results
Depth
5.50 ft ] -7 1), 't
Diameter
66 in
Flow Area
23.8 ft2
Wetted Perime
0.00 ft
Top Width
0.00 ft
Critical Depth
3.80 ft
Percent Full
100.0 %
Critical Slope
004444 ft/ft
Velocity
7.74 ft/s
Velocity Head
0.93 ft
Specific Energ,
6.43 ft
Froude NUmbe
0.00
Maximum Disc
197.93 cfs
Discharge Full
184.00 cfs
Slope Full
003000 ft/ft
Flow Type
N/A
Title: Winterviile Nobel Canal Drainage Study Project Engineer: Andy Munday
f.\ master\ projects \p \1200s \p1210--- 1 \winter-1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
06/18/09 03:11:49 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

Project Description
Worksheet
Worksheet for Circular Channel
*-J,
Worksheet Replace Ex. 54" CMP (Det # \
Flow Element Circular Channel v w 5 V Y V1' C
Method Manning'sFormula W ti 1 e— ,C -C
Solve For Discharge `.
Input Data
Mannings Coeffic
0.013
Slope
003200 ft/ft
Depth
4.50 ft
Diameter
54 in
Results
Discharge 111.24 cfs
Flow Area 15.9 ft2
Wetted Perime 14.14 ft
Top Width 1.26e -7 ft
Critical Depth 3.10 ft
Percent Full 100.0 %
Critical Slope 0.004748 ft/ft
Velocity 6.99 ft/s
Velocity Head 0.76 ft
Specific Energy 5.26 ft
Froude Numbe 1.1e -4
Maximum Disc 119.66 cfs � � � t � �- �x S
Discharge Full 111.24 cfs
Slope Full 0.003200 ft/ft
Flow Type 3ubcritical
_ -4
Title: Winterville Nobel Canal Drainage Study Project Engineer: Andy Munday
f:\ master\ projects \p \1200s \p1210 - -1 \winter -1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
08/03109 09:07:56 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1

STUDY AREA
IN
MAP '
WINTERVILLE DRAINAGE STUDY
SNDY ARBA
cur �ur�rcr�.

}
}
CHANNEL 36CTIOM
MAP 3A
WINTERVILLE DRAINAGE STUDY
OUTPALL ALTERNATE I
PIPED
mmlo e, nonmro, ri.
Y /FES EACH ENO
ROPOSEO
\�
WAYT OO xPPP
CATCH BASIN IS1 cxuvc
PROPOSED "�•
rch eurcH BASIN ^aslN
GATEWAY CHRISTIAN 1101 LF 36'PIP\\
CENTER
f', •,
\
\
t y'QDN
srge�
+,
P OPDSED
fE5
RDPO E
RIPRAP
OP HL
TRAPEZOIDAL CHANNEL IT
...
BOTTOM WIDTH 10.0'
2:1 SIDE SLOPES
225• LF 42'PIPE
I /b�

S
MAP iB
WINTERVILLE DRAINAGE STUDY
OUTFALL ALTERNATE S
BOX CULVERT
RIWO +WIF ®W.Fi
v
52Y LF 18 "PIPE v /FES
.✓ 30t LF PROP
M7'PIPE CATC BASIN
\ 6_ LF d2
"I
PROP05E0
Cd TCN EASIN ` 110Y t�' •sti DATDN EAS N
c�T cen'rea �dn
5n6 "0' CDLVER\ ,36-PIPE • Oa ".16 / FES EACN END \\ {TT�pp
L`
PROPOSED 20' �`; \ Z
ORA I NACE EASEWN
PROPOSED 20' IE
DRAINAGE EASENENT 225
SA "PIPE
F PRO
ESE
PROPOSED
DRAINAGE
EASENENi
CHANNEL SECTION
MAP iB
WINTERVILLE DRAINAGE STUDY
OUTFALL ALTERNATE S
BOX CULVERT
RIWO +WIF ®W.Fi
v
52Y LF 18 "PIPE v /FES
.✓ 30t LF PROP
M7'PIPE CATC BASIN
\ 6_ LF d2
"I
PROP05E0
Cd TCN EASIN ` 110Y t�' •sti DATDN EAS N
c�T cen'rea �dn
5n6 "0' CDLVER\ ,36-PIPE • Oa ".16 / FES EACN END \\ {TT�pp
L`
PROPOSED 20' �`; \ Z
ORA I NACE EASEWN
PROPOSED 20' IE
DRAINAGE EASENENT 225

cxAHHeL senloH
MAP 7C
WINTERVILLE DRAINAGE STUDY
OUTPALL ALTERNATE 7
TRAPEZOIDAL CHANNEL
'�rwo'wuuaMO.0
i[PEOPOSEO 60' �: ` �T
OEAIEAGE
ttOx Lf ��\ �LLJ
TpAPBZ
CHANNEL OtOAL
EECTIOx
t�
@rGT
by V'
115+ Lf 42 "PIPE
65! Lf 42 "P

CHANNHL SE ION
MAP m
WINTERVILLE DR)
OUTPALL ALTEF
DETENTION
y
bm
i
N�

WIN'
1
CHANNEL S CTION FROM
NO HWY. 11 TO REEDY BRANCH ROAD
I WITH DETENTION)
O
OF OF OF BANK

�
/S,E
tLA E WITH E.ISII.G
sw
-12 RCP
(WITHOUT DETENTION)
REtLACE E ISTING
54
WITH
PCP
',-(Zf[TK DETENTION)
tRA"EL
TOP OF BANK
ROPOSED CHANNEL
TOP OF BANK
VARIES
VARIES
CHANNEL SECTION FROM
REEDY BRANCH ROAD TO SWIFT CREEK
(WITHOUT DETENTION)
- E FV7. I i 1' �- �APIES
CHANNEL SECTION FROM
REEDY BRANCH ROAD TO SWIFT CREEK
(WITH DETENTION)
'A" '
WINTERVILLE DRAINAGE STUDY
NOBEL CANAL OUTFALL
FROM MATCHLINE 'A' TO SWIVr CREEK
STRO.D .11MINIZERING.P.A.
SCALE: 1— 50'
DATE: JUNE 29. 2009

NCDENR - Stream, Wetland & Buffer Fee Info
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program - Stream, Wetland Et Buffer Fee Info
Page 1 of 1
Work With
MITIGATION FEES
• Mitigation Applicants
EEP uses a fee schedule to determine the
• Request Mitigation
payment amount required for EEP to fulfill compensatory
mitigation requirements. Fees are based on the amounts and types of compensatory
• Stream, Wetland Et Buffer
mitigation specified in
the approved certifications or permits issued by the N.C. Division of Water Quality, as well as
Request Process
permits or
authorizations issued by the U.S. Army Corps of Engineers and the N.C. Division of Coastal Management, as
• Nutrient Offset Request
applicable. Click below to view fee information for the Statewide Streamt_Wetland and Buffer Pro ram or
Process
the Nutrient Offset Pr ram. Al! program fee tables are provided on the Schedule of Fees
- -_•-- - � �.., ._..
— — -- •___P._..
• Fee Schedules
• Stream, Wetland B
Buffer Fee Info
Table: Statewide Stream, Wetland & Riparian Buffer Fees
• Nutrient Offset Fee
Info
• Annual Inflation
Fee Category E Credit Unit Fee per Unit Fee P er Unit
Adjustment
Click to Link Click to Link �
i
• Landowners
r
(_i iggher Fee HUs) iLower Fee HUs)
• Watershed Planners
Riparian Buffer square foot $0.99 $0.99
• Design Bid Build Consultants Ft
Stream linear 365
Contractors
$276
• Full - Delivery Providers
Nonriparian Wettand acre $48,311 $24,844
• Mitigation Bankers
Riparian Wetland acre $66,961 $37,859
EEP In -Lieu Fee Contactlnformation
Coastal Wetland acre $164,721 $164,721
Learn about EEP's Strate 'c Plannin Fees for wetlands are calculated in increments of 0.25 acres as required by state rules. There is a flat
fee for each increment of 0.25 acres; as such, amounts less than 0.25 acres are invoiced at the
quarter -acre fee; amounts between 0.25 and 0.50 acres are invoiced at the half -acre fee.
Application of fees:
Applicants who elect to use the In -Lieu Fee Program will be invoiced based on the fee schedule in place on
the date EEP receives a complete permit package (4041401 /CAMA, as applicable) from an applicant or
applicant's agent or the date of the acceptance letter; whichever is later. Invoices issued by EEP are valid
for 60 days. If an invoice is not paid within 60 days of the date printed on the invoice, subsequent invoices
will reflect the fee schedule in place on the date EEP issues a new invoice. Invoice extensions beyond the
60 day period may be requested by contact; the In -Lieu Fee Program coordinator. Payments based on
an invoice.
expired invoices will not be accepted. Permits may require payment prior to the expiration date printed on
N.C. Department of Environment and Natural Resources
1601 Mail Service Center, Raleigh, NC 27699.1601
Headquorters (Environment and Natural Resources Building): 217 W. Jones St.
Archdale Building: 512 N. Salisbury St. OR
Toll Free: (B77) 623 -6748
httP://Portal.ncdenr.org/web/eep/stream-wetland-buffer-fee-info
8/20/2012

Approved Mitigation Banks in North Carolina
List compiled by NC Division of Water Quality to include banks with mitigation credits currently
approved and available for sale. The Geographic Service Area (GSA) for a mitigation bank is generally
the 8- digit cataloging unit (Co unless otherwise specified 77te GSA for a mitigation bank in the Falls
and Jordan Watersheds are generally the Subwatershed.
........................................................................................................................ ...............................
Basin: Cape Fear
Bank Information
CU. • 03030002
Subwatershed: Upper New Hope
Name. Cape Fear Umbrella Bank— Carl Lloyd Parcel
County: Orange
Notes: Credit type: nutrient offset
Contact Information
EBX -EM, LLC
Matt Fisher
909 Capability Drive Suite 3100
Raleigh, NC 27606
(919) 829 -9909
(239) 872 -1678
Mattfisheraebxusa. com
CU. • 03030002 Restoration Systems, LLC
Name. Cripple Creek Stream and Wetland Bank Tara Disy Allden
County. Alamance 1101 Haynes Street, Suite 211
Notes: Credit types: wetlands, stream Raleigh, NC 27604
(919) 334 -9119
tallden @restorationsystems.com
CU. • 03030004 (partial) Restoration Systems, LLC
Name. Barra Farms Phase II Wetland Mitigation Bank Tiffani Bylow
County: Cumberland 1101 Haynes Street, Suite 211
Notes. Credit types: wetlands Raleigh, NC 27604
(919) 334 -9123
tbvlow a.restorationsystems.com
CU. 03030005 (partial) Restoration Systems, LLC
Name. Barra Farms Phase II Wetland Mitigation Bank Tiffani Bylow
County: Cumberland 1101 Haynes Street, Suite 211
Notes: Credit types: wetlands Raleigh, NC 27604
(919) 334 -9123
tbvlowa.restorationsystem s. com
................... . .................................................................... ...............................................
Basin: Catawba
Bank Information Contact Information
CU.- 03050103 Charlotte- Mecklenburg Storm Water
Name. Charlotte Umbrella Stream and Wetland Jarrod Karl
County: Mecklenburg 600 East 4th Street
Notes: Credits may be available to local agencies in Charlotte, NC 28202
the City of Charlotte and Mecklenburg County; (704) 432 -0966
Credit types: wetlands, stream ikarleci. charlotte. nc.us
......................................................................................................... ...............................
Updated September 6, 2012 Page 1 of S

Basin: Lumber
Sank Information Contact Information
CU. • Service Area
OIB Developing
Name: Stone Farm Regional Mitigation Bank
Coleman Ramsey
County: Brunswick
16 Causeway Drive
Notes: Service area contains specified 14 -digit RUCs in
Ocean Isle Beach, NC 28469
03040206 & 03040207; Credit types: wetlands,
(910) 279 -6603
stream
oibdevelopment (�-)oibdevelopment.com
.........................................................................................................
Basin: Neuse (Inside of the Falls Lake Watershed)
CU. • 03020201
CU. • 03020201
Name. EBX Neuse I -Westbrook
Subwatershed Upper Falls
Environmental Banc & Exchange, LLC
Name. Forrest Creek UT -2
Matt Fisher
County: Orange
909 Capability Drive, Suite 3100
Notes. Credit types: nutrient offset
Raleigh, NC 27606
(919) 648 -3661 (Cell)
(919) 829- 9909(Office)
Mattfisher(d,ebxusa.com
. ........................ . ................. I....................
(239) 872 -1678 (Cell)
Mattfisher aebxusa.com
Basin: Meuse (Outside of the Falls Lake Watershed)
Bank Information Contact Information
CU. 03020201
EBX Neuse I, LLC
Name. EBX Neuse I - Rudolph
Matt Fisher
County: Johnston
909 Capability Drive, Suite 3100
Notes: Credit types: riparian buffer, nutrient offset
Raleigh, NC 27606
(919) 829 -9909
(239) 872 -1678 (Cell)
.........................................................................................................
Mattfishe1debxusa.com
...............................
CU. • 03020201
EBX Neuse I, LLC
Name. EBX Neuse I -Westbrook
Matt Fisher
County: Johnston
909 Capability Drive, Suite 3100
Notes: Credit types: nutrient offset
Raleigh, NC 27606
(919) 829 -9909 (Office)
(919) 648 -3661 (Cell)
................................ .... ............................ . .......
Mattfisher(d,ebxusa.com
. ........................ . ................. I....................
CU. ° 03020201 EBX -EM, LLC
Name. Forrest Creek Mitigation Bank Matt Fisher
County: Orange 909 Capability Drive, Suite 3100
Notes: Credit types: stream, riparian buffer Raleigh, NC 27606
(919)829 -9909
(239) 872 -1678
Mattfishera,ebxusa. com
CU. ° 03020201
Name. Neu -Con: Westbrook Lowgrounds
County: Johnston
Notes: Credit types: wetlands, stream
Updated September 6, 2012
Environmental Banc and Exchange
Matt Fisher
909 Capability Drive, Suite 3100
Raleigh, NC 27606
(919) 829 -9909 (Office)
(239) 872 -1678 (Cell)
M attfishera- ebxusa. com
Page 2 of S

.........................................................................................................
CU: 03020201
........................... >,..
Restoration Systems, LLC
Name. Pancho
Tara Allden
County: Wake
1101 Haynes Street, Suite 211
Notes: Credit types: wetlands, stream
Raleigh, NC 27604
(919) 334 -9119
................................ . .................. . .......................................................................
tallden (a.restorationsystems.com
I............
CU. • 03020201 Restoration Systems, LLC
Name: Umbrella Riparian Buffer Bank: Lane Island Tiffani Bylow
County: Wayne 1101 Haynes Street, Suite 211
Notes: Credit types: riparian buffer, nutrient offset Raleigh, NC 27604
(919) 334 -9123
tbylowtd-)restorationsystems. com
......................................................................................................... ...............................
CU. ° 03020201 Restoration Systems, LLC
Name. Umbrella Riparian Buffer Bank: Wellons Farm Tiffani Bylow
County: Johnston 1101 Haynes Street, Suite 211
Notes: Credit types: nutrient offset Raleigh, NC 27604
(919) 334 -9123
[e-mail]
......................................................................................................... ...............................
CU. • 03020201 Wildlands Engineering, Inc.
Name. Wildlands Neuse Bank: Little River Farm Robert Bugg
County: Wayne 5605 Chapel Hill Road, Suite 122
Notes: Credit types: riparian buffer, nutrient offset Raleigh, NC 27607
(919) 851 -9986 x 100
rb_uugg @wildlandseng.com
CU: 03020202
Name. Flat Swamp Mitigation Bank
County: Craven
Notes. Credit types: riparian buffer nutrient
CU. • 03020202
Name. Neu -Con: Casey -King Wetland Mitigation Project
County: Lenoir
Notes. Credit type: wetlands ,
Greenvest/Flat Swamp LLC
Robert N. Kessler, Director of Marked
4405 Dewees Court
Raleigh , 27612
'P�
919 943 -3-3 374
Flatswampllc @comcast.net , P
Banc and Exchange
Fisher
909
909 Capability Drive, Suite 3100
Raleigh, NC 27606
(919) 829 -9909 (Office)
{239)- 872 -1678 (Cell)
MattfisherCcaebxusa.com v r
D
CU. • 03020203 Greene Environmental Services, LLC
Name. Contentnea -Little Contentnea Creek Jeffrey Becker
County: Greene 90 Ham Produce Road
Notes: Credit types: riparian buffer, nutrient offset Snow Hill, NC 28580
(252) 747 -8200
Updated September 6, 2012
Page 3 of 5

.........................................................................................................
CU. • 03020203
...............................
EBX Neuse I, LLC
Name. EBX Neuse I - Nahunta
Matt Fisher
County: Wayne
909 Capability Drive, Suite 3100
Notes. Credit types: riparian buffer, nutrient offset
Raleigh, NC 27606
(919) 829 -9909 (Office)
(239) 872 -1678 (Cell)_
Mattfisher (aebxusa.com
CU: 03020203
Environmental Banc and Exchange
Name: Neu -Con: Alexander Wetland Mitigation Project
Matt Fisher
County: Greene
909 Capability Drive, Suite 3100
Notes. Credit type: wetlands
Raleigh, NC 27606
(919) 829 -9909 (Office)
(239) 872 -1678 (Cell)
Mattfisher(,ebxusa.com
CU: 03020204
EBX Neuse I, LLC
Name. EBX Neuse I - Marston
Matt Fisher
County: Jones
909 Capability Drive, Suite 3100
Notes: Credit types: riparian buffer, nutrient offset
Raleigh, NC 27606
(919) 829 -9909 (Office)
(239) 872 -1678 (Cell)_
M attfishera- ebxusa. com
Basin: Pasquotank
Bank Information Contact Information
CU. • 03010205 Great Dismal Swamp Restoration Bank
Name: Great Dismal Swamp Restoration Bank Gloria Nelson
County: Tyrrell P.O. Box 6186
Notes: Credit type: wetlands Chesapeake, VA 23323
(757) 487 -3441
vicoaccta,eaviola.com
..,
Basin: White Oak
Bank Information Contact Information
CU. • Service Area
Name: Hofmann Forest Wetland Mitigation Bank
County: Onslow
Notes: Service area defined within 03030001 &
03020106, Onslow Cty; Credit type: wetlands
.......... . ........................................................ I
Basin: Yadkin
NCSU College of Natural Resources
Dr. Glenn P. Catts
2023 Biltmore Hall, PO Box 8002
Raleigh, NC 27695 -8002
(919) 513 -3973
Glenn cattsPncsu.edu
....................... ...............................
Bank Information Contact Information
CU. • 03040101 American Wetlands
Name: Deep Creek Mitigation Bank Lamar Beasley
County: Yadkin 2310 Ballycairne Court
Notes: Credit types: wetlands, stream Reston, VA 20191
(703) 860 -0045
Updated September 6, 2012
Page 4 of 5

CU 03040101
Name: Fisher River Mitigation Bank
County. Surry
Notes. Credit types: wetlands, stream
American Wetlands
Lamar Beasley
2310 Ballycairne Court
Reston, VA 20191
(703) 860 -0045
Updated May 22, 2012 PageS of5

2571 Railroad Street
PO Box 1459
Winterville, NC 28590
Greenvest /Flat Swamp LLC
Robert N. Kessler
Director of Marketing
4405 Dewees Court
Raleigh, NC 27612
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WINTERVILLE
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September 17, 2012
Phone: [phone]
Fax: [phone]
www.wintervillenc.com
The Town of Winterville is in the process of applying with the State and the Corps of Engineers for
permits to tile a portion of the Nobel Canal within the Town boundary. As part of that process they
require Statement of Compliance with North Carolina Law to promote the use of compensatory
mitigation Banks. We note that your company is listed for banks in HUK 03020202 has having riparian
buffer credits. We need both riparian buffer credits and stream credits.
We are requesting permits to tile 602 If of the Nobel Canal beginning at Mill Street and proceding
westwardly 602 feet.
Zone 1 having 36,120 sqft with a multiplier of 3 with a required mitigation of 108,360 sqft
Zone 2 having 12,040 sqft with a multiplier of 1.5 with a required mitigation of 18,126 sqft
TOTAL having 48,160 sqft TOTAL required mitigation of 126,420 soft
Please .advise as to the availability of credits for a project of this nature within Cataloging Unit
CU03020202, also known as the "Middle Neuse Watershed"
Terri L. Parker
Town Manager jam'
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CAROLINA CAROLINA BENCHMARK
1, 102 OAKMONT DRIVE
BENCHMARK GREENVILLE, NC 27858
2571 Railroad Street
PO Box 1459
Winterville, NC 28590
Greenest /Flat Swamp LLC
Robert N. Kessler
Director of Marketing
4405 Dewees Court
Raleigh, NC 27612
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September 17, 2012
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Phone: [phone]
Fax: [phone]
www.wintervillenc.com
The Town of Winterville is in the process of applying with the State and the Corps of Engineers for
permits to tile a portion of the Nobel Canal within the Town boundary. As part of that process they
require Statement of Compliance with North Carolina Law to promote the use of compensatory
mitigation Banks. We note that your company is listed for banks in HUK 03020202 has having riparian
buffer credits. We need both riparian buffer credits and stream credits.
We are requesting permits to tile 602 If of the Nobel Canal beginning at Mill Street and proceding
westwardly 602 feet.
Zone 1 having 36,120 sqft with a multiplier of 3 with a required mitigation of 108,360 sqft
Zone 2 having 12,040 sqft with a multiplier of 1.5 with a required mitigation of 18,126 sqft
TOTAL having 48,160 sqft TOTAL required mitigation of 126,420 sgft
Please .advise as to the availability of credits for a project of this nature within Cataloging Unit
CU03020202, also known as the "Middle Neuse Watershed"
atm: V
Terri L. Parker

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2571 Railroad Street WINTERVILLE
�/ /� Phone: [phone]
Wi Box 1459 �/7i��CCpi r,i�'ff p,�pp� /, .f nterville, NC 28590 d c�� Fax: [phone]
www.wintervillenc.com
September 17, 2012
Environmentaf Banc and Exchange
Matt Fisher
909 Capability Drive
Suite 3100
Raleigh, NC 27612
The Town of Winterville is in the process of applying with the State and the Corps of Engineers for
permits to tile a portion of the Nobel Canal within the Town boundary. As part of that process they
require Statement of Compliance with North Carolina Law to promote the use of compensatory
mitigation Banks. We note that your company is listed for banks in HUK 03020202 has having wetlandr
credits. We need both riparian buffer credits and stream credits.
We are requesting permits to tile 602 If of the Nobel Canal beginning at Mill Street and proceding
westwardly 602 feet.
Zone 1 having 36,120 sqft with a multiplier of 3 with a required mitigation of 108,360 sqft
Zone 2 having 12,040 sqft with a multiplier of 1.5 with a required mitigation of 18,126 sqft
TOTAL having 8,160 sqft TOTAL required mitigation of 126.420 soft
Please advise asito the availability of credits for a project of this nature within Cataloging Unit
CU03020202, also known as the "Middle Neuse Watershed"
6%/K' L '
Terri L. Parker ) - `' =�
Town Manager I�.. a1%JO P/ C
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CAROLINA CAROLINA BENCHMARK
' 102 OAKMONT DRIVE
BENCHMARK GREENVILLE, NC 27858
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2571 Railroad Street
PO Box 1459
Winterville, NC 28590
September 17, 2012
Environmental //Banc and Exchange
Matt Fisher
C
909 CapabilityiDrive
Suite 3100
Raleigh, INC 27612
Phone: [phone]
Fax: [phone]
www.wintervillenc.com
The Town of Winterville is in the process of applying with the State and the Corps of Engineers for
permits to the a portion of the Nobel Canal within the Town boundary. As part of that process they
require Statement of Compliance with North Carolina Law to promote the use of compensatory
mitigation Banks. We note that your company is listed for banks in HUK 03020202 has having wetlandr
credits. We need both riparian buffer credits and stream credits.
We are requesting permits to tile 602 If of the Nobel Canal beginning at Mill Street and proceding
westwardly 602 feet.
Zone 1 having 36,120 sqft with a multiplier of 3 with a required mitigation of 108,360 sqft
Zone 2 having 12,040 sqft with a multiplier of 1.5 with a required mitigation of 18,126 sqft
TOTAL having 48,160 sqft TOTAL required mitigation of 126,420 sqft
Please advise as to the availability of credits for a project of this nature within Cataloging Unit
CU03020202, also known as the "Middle Neuse Watershed"
Terri L. Parker i n

Agreement to Purchase Nitrogen Credits
From GreenVest/ Flat Swamp, LLC
Agreement Number: FSNM 2012 -0009
- DRAFT-
This Agreement, effective as of the (date), by and between GreenVest /Flat Swamp, LLC, a North
Carolina company with a business office located at 4.405 Dewees Court, Raleigh, North Carolina
27612 referred to herein as "Seller" and Town of Winterville, 2571 Railroad Street, P. O. Box 1459,
Winterville, North Carolina 28590 referred to herein as "Purchaser ".
WHEREAS, the State of North Carolina Department of Water Quality (NCDWQ) issued
an executed Mitigation Banking Instrument number 07 -0747 dated June 15, 2oo9, providing for
the construction and operation of the Flat Swamp Mitigation Bank located in Craven County,
North Carolina. This mitigation bank, owned by Seller, is designed and constructed to mitigate for
nutrient and riparian buffer ecological impacts occurring within the Middle Neuse River
Watershed Hydrological Unit Code 03020202 located in North Carolina; and
WHEREAS, the Purchaser, in accordance with the State of North Carolina and the
(Municipality, state and /or federal agency) requirements for the facility known as the Nobel
Canal located within the Town of Winterville within in the Neuse Hydrologic Unit Code of
03020202, as approved by the (Municipality, state and /or federal agency) in their letter(s) dated
(date) is required to undertake certain mitigation activities and in satisfaction thereof is
authorized to purchase one hundred and twenty -six thousand four hundred and twenty (126,420)
square feet of riparian buffer of mitigation credits from the Bank; and,
WHEREAS, the Purchaser desires to purchase from the Seller a right of use of one
hundred and twenty -six thousand four hundred and twenty (126,420) square feet of riparian
buffer credits awarded to Seller and found within the Bank, in order to satisfy the State of North
Carolina and the City of Goldsboro nitrogen requirements as stated above: and,
NOW, THEREFORE, in consideration of the mutually binding covenants of the parties, it
is agreed as follows:
1. Seller agrees to manage the Bank in accordance with the terms of the resolution and all
related permits.
2. Seller agrees to sell and Purchaser agrees to purchase one hundred and twenty -six thousand
four hundred and twenty (126,420) square feet of riparian buffer credits from the Bank for a fixed
total purchase price of $125,15.8o dollars upon execution of this Agreement.
It is understood and acknowledged that this Agreement constitutes a commitment by Purchaser
to purchase said right of use and a commitment by Seller to sell such interest for the riparian
buffer credits being purchased herein. This commitment is contingent upon the NCDENR
authorizing the sale of said interest in writing. Seller agrees to notify the NCDENR of the
execution of this Agreement and withdraw the amount of nitrogen credits, specified above, from
the Bank Ledger to the Purchaser in accordance with the Purchaser's NCDENR permit.
3. Purchaser agrees to complete and file any and all forms and all other documents required by
the NCDENR if any are required for the interest to be granted to Purchaser and to be purchased
by Purchaser under this Agreement. Seller shall execute any required documents to establish that
the Bank is available for use by the Purchaser to satisfy Purchaser's mitigation requirements.
Purchaser further agrees to supply such additional information as requested by the regulatory
agencies, as may be necessary, for the prompt processing of Purchaser's letter approval.

4. Notwithstanding anything herein to the contrary, this Agreement shall be void and neither
party shall have any further liability if the approvals required of the Seller and Purchaser are not
obtained within thirty (30) days of the date of this Agreement. Said period may be extended for
additional periods of time upon written agreement of the parties.
5. Purchaser acknowledges that it is purchasing nitrogen credits authorized by the NCDENR and
the Town of Winterville for the purpose of satisfying the requirements of riparian buffer credits in
the Neuse Hydrologic Unit Code of 03020202 as approved by the (Municipality, state and /or
federal agency) in their letter(s) dated (date) .
6. The rights of Purchaser and Seller under this Agreement shall not be assigned,
conveyed, transferred, pledged, encumbered or in any way restricted without prior written
consent of the parties, said consent not to be unreasonably withheld.
7. Seller represents, warrants and covenants to Purchaser as follows:
a. Seller has all requisite power, authority and approvals to operate and maintain the Flat
Swamp Mitigation Bank, and execution and delivery of this Agreement and the
consummation of the transactions contemplated hereby will not violate any such
authority or approval.
b. Seller has complied, and will continue to comply, with all state and local laws,
regulations and ordinances applicable to the operation and maintenance of the Bank,
including without limitation those requirements of the State of North Carolina
Department of Water Quality Mitigation Bank Instrument Number o7 -0747 issued on
June 15, 2009.
c. Upon receiving an original executed Agreement and payment in full, the Seller shall
provide the Purchaser's representative a "Receipt of Payment" in full and a copy of the
Bank's Ledger indicating the withdraw of the purchase one hundred and twenty -six
thousand four hundred and twenty (126,420) square feet of riparian buffer credits for the
project. A copy of the receipt and the Ledger shall be electronically sent to (Municipality,
state and /or federal agency), within two (2) business days.
8. This Agreement shall be governed by the laws of the State of North Carolina.
9. This Agreement constitutes the entire agreement between the parties and replaces or
supersedes any and all prior agreements, representations or understandings between the
parties relating to the subject matter hereof.
10. This Agreement shall not be orally modified and no amendment hereto shall be
effective except by a writing signed by all parties. None of the terms and conditions
contained herein may be added to, deleted, or altered except by written instrument
signed by all parties.
11. All notices to the parties pursuant to this Agreement shall be personally delivered,
sent by facsimile transmission, electronic mail, or sent by certified mail return receipt
requesting to the following addresses:
If to Seller:
GreenVest /Flat Swamp, LLC
Attn: Robert N. Kessler
Director of Marketing
4405 Dewees Court
Raleigh, North Carolina 27612
Office: 919.943.3374
Fax: [phone]
Email: FlatSwampLLC @ Comcast.net

If to Purchaser:
Town of Winterville
Attn: Terri L. Parker
2571 Railroad Street
P. O. Box 1459
Winterville, North Carolina 28590
Office: 252 -756 -2221
Fax: [phone]
Email: (address)
and,
This Agreement shall inure to the benefit and be binding upon the parties and their
respective successors, representatives and permitted assigns.
If to Purchaser via their Consultant:
Carolina Benchmark Engineering
Attn: Mr. Thomas W. Harwell, P. E.
102 Oakmont Drive
Office: 252 -756 -844.0
Fax: [phone]
Email: cbinc @coastainet.com
and,
This Agreement shall inure to the benefit and be binding upon the parties and their
respective successors, representatives and permitted assigns.
IN WITNESS WHEREOF, the parties have executed this Agreement to become
effective as of this day and year first written above.
Purchaser:
Town of Winterville
Terri L. Parker
Manger
Seller:
GreenVest /Flat Swamp, LLC
Robert N. Kessler
Co- Managing Member
3

September 24,2o12
Mr. Thomas W. Harwell, P.E.
Carolina Benchmark Engineering
102 Oakmont Drive
Greenville, North Carolina, 27858
Re: Town of Winterviile
Nobel Canal Project
Neuse River Riparian Buffer Credits
Mr. Harwell,
In response to the Town of Winterville correspondence dated September 17, 2012 and our telephone
conversation today, please be advised that the GreenVest /Flat Swamp, LLC mitigation bank has the required
126,420 square feet of Neuse River riparian buffer credits required for the Nobel Canal project located in the
Hydrologic Unit Code (HUC) 03020202, also known as the Middle Neuse River Basin.
Please be advised that the Flat Swamp Bank, LLC (Banker) has reserved 126, 420 square feet of Neuse
riparian buffer (NRB) credits for a period of no longer than ninety (go) days from the date of this
correspondence for your project referenced above.
Prior to entering into a contract to purchase the above referenced NRB credits at our current selling price of
one hundred and twenty -five thousand, one hundred and fi fty five and eighty cents ($125 :1$5.80) ,the
banker will require written correspondence fr om Ms. Lisa Ann Kirby, P.E., Public Works Department with
the City of Greenville, the State of North Carolina Department of Natural Resources (NCDENR) and the U. S.
Army Corps of Engineers (USACE) Project Manager, assigned to process your permit application, confirming
the exact amount of NRB credits the project will require.
Upon receipt of the conformation letters, the Banker will provide your client a Purchase Agreement for the
amount of NRB credits required. Upon the execution of the Purchase Agreement by both parties and
payment in full has been received, the Banker shall provide a "Receipt of Payment" stating that payment has
been received and copy all parties concerned.
Thank you for your support of the Flat Swamp Mitigation Bank and the restoration of the Middle Neuse
River Basin.
Should you have any questions, please contact me.
Robert N. Kessler
Director of Marketing
CC: Ms. Terri L. Parker, Town Manager, Town of WinterviIle
Ms. Lisa Ann Kirby, P.E. City of Greenville
GreenVest /Flat Swamp, LLC
4405 Dewees Court
Raleigh, North Carolina 27612
C: 919. 943.3374 www.Flat8wampLLC @Comcast.net

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SIGN UP SHEET
INTERAGENCY/SCOPING MEETING
Scoping Meeting - Propose to Tile a portion of Nobel Creek
vironmentar regulatory guidance and direction for I is proposed
- project.,
August 20, 2012 @ 2 pm
Name
Agency
Phone
Email
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I of 1 943 WASHINGTON SQUARE MALLWASHINGTON, NC 27889 252-946-6481, FAX [phone]
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Statement of Compliance with Session Law 2009 -337 An Act to Promote
the Use of Compensatory Mitigation Banks and SL 2011 -343.
(i nk to 5L 2009 =�37w1 tliral�'to 5L�w2Q� 7�:3:)
Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation
Program, all applicants requesting wetlands stream and /or riparian buffer mitigation are now
required by law to comply with Session Law 2009 -337 An Act to Promote the Use of
Compensatory Mitigation Banks as well as Session Law 2011 -343, which made changes to
the definition of "government entities." All requests submitted on or after June 27, 2011
MUST include this form signed and dated by the permit applicant or an authorized agent.
Please refer to DENR's Implementation Policy for more detailed guidance.
Compliance Statement:
I have read and understand SL -2009 -337 and SL- 2011 -343 and have, to the best of my
knowledge, complied with their requirements. I understand that participation in the
NCEEP is voluntary and subject to approval by permitting agencies.
Please check all that apply:
Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143- 214.11 (as amended by SL 2011-
343) and is not required to purchase credits from a mitigation bank.
There are no listed mitigation banks with the requested credit type located in the
hydrologic unit where this impact will take place fJ_�nk�A,'RW yIIQ' lash (see "approved
mitigation bank" link under "Options for compensatory mitigation" heading)
Mitigation bank(s) in the hydrologic unit where the impacts will occur have been
contacted and credits are not available.
The DWQ or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
This is a renewal request and the permit application is under review. Bank
credits were not available at the time the application was submitted.
Enter date permit application was submitted for review:
Note: It is the applicant's responsibility to document any inquiries made to private mitigation
banks regarding credit availability.
Signature of Applicant or Agent
10k/20 rz
Date
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Project Name Location
Printed Name
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TOWN OF WINTERVILLE
FA STERN S1DF OF NC H19Y 11
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CAROLINA BENCHMARK
SHRYSYORS- PLANNERS
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TOWN OF WINTERVILLE CAROLINA BENCHMARK
EASTERN SIDE OF NC HWY 11 ENGINEERS - SURVEYORS- PLANNERS
PROPOSED CLEAN OUT OF
TO WESTERN SIDE OF MILL ST. tNCOrrnra; En
NOBEL CANAL N 27858
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