20150290 Ver 1_401 Application_20150315

THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
301 West 14th Street
Greenville NC 27834
252 757 1096
fax [phone]
March 16, 2015
Mr. Kyle Barnes
Washington Regulatory Field Office
US Army Corps of Engineers
2407 West 5"' Street
Washington, NC 27889
RE: 401 Oversight/PCN Submittal
Water Distribution System Improvements
Town of Winterville, North Carolina
TWC Project No. 2853 -R
Mr. Barnes,
RECENED /NCnr_ r ' 0 iO W R
MAR 17 Z015
Water Uuaury Regional
Operations Section
Washington Regional Office
On behalf of Town of Winterville, we are sending you the following documents for your
review and approval of the above - referenced project. The project will construct a new 10-
inch waterline with a new building containing chemical feed system, master meter and
booster pump station. Proposed improvements are all located within existing, previously
disturbed rights -of -way and new utility easements. Encroachments into Zone 1 and 2 buffers
are not anticipated; however there will be impacts to an existing wetland area for the
construction of the new building. The following files are included with this application•
➢ Two (2) copies of the PCN Form with associated appendices;
➢ One (1) copy of check No. 95909 in the amount of $240.00;
➢ Two (2) copies of the Authorization Agreement;
➢ Two (2) copies of the full -size (24 "x36 ") project drawings;
➢ Three (3) copies of the half -size (11 "x 17 ") project drawings;
➢ One (1) CD with digital copies of the plan drawings.
I trust the above information is sufficient for your review; however, if you should have any
questions or require additional information, please do not hesitate to contact Slade Harvin, PE
or myself. Approval of the application is requested at your earliest convenience.
Best Regards,
THE WOOTEN COMPANY
William A Larsen, P E.
Enclosures: As noted above
cc: Ben Williams, Town of Winterville
TWC File

O�QF W A TF9pG
O <
Office Use Only
Corps action ID no
DWQ project no
Form Version 14 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a
Type(s) of approval sought from the Corps
X❑ Section 404 Permit ❑ Section 10 Permit
1b Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d
Type(s) of approval sought from the DWQ (check all that apply)
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes X❑ No
For the record only for Corps Permit
❑ Yes ❑X 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 ❑X No
1 g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes X❑ No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Project Information
2a
Name of project
Worthington Road 10 -Inch Waterline Extension
2b
County
Pitt County
2c
Nearest municipality / town.
Town of Winterville
2d
Subdivision name
2e
NCDOT only, T I P or state project no
3.
Owner Information
3a
Name(s) on Recorded Deed
Town of Winterville
N/A n
3b
Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
Ms Terri Parker _
3d
Street address*
2571 Railroad Street, PO Box 1459 1
3e
City, state, zip
Winterville, North Carolina, 28590 DENR - WATER ,�E^
3f
Telephone no
252 756 2221 PERMITT {NG
3g
Fax no
252 321 8455
3h
Email address
tern parker @wintervillenc corn
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
Same as Owner
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5.
Agent/Consultant Information (if applicable)
5a
Name
A Slade Harvin, PE
5b
Business name
(if applicable)
The Wooten Company
5c
Street address.
301 West 14th Street
5d
City, state, zip
Greenville, North Carolina, 27834
5e
Telephone no
252 757 1096
5f
Fax no.
252 757 3221
5g
Email address
sharvin @thewootencompany corn
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
Parcel ID 00261
1 b
Site coordinates (In decimal degrees)
I Latitude 35 52685 Longitude -77 3682
1c
Property size
11006 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Fork Swamp
2b
Water Quality Classification of nearest receiving water
C, SW, 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
As part of a larger waterline extension protect, a chemical feed /booster pump station will be constructed The proposed site is currently a vacant sites
zoned for rural residential land use Within the larger parcel, the specific site is adjacent to Worthington Road and contains wetlands
3b
List the total estimated acreage of all existing wetlands on the property 45 8
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 0
3d Explain the purpose of the proposed project
The protect will provide increased water quantity to the eastern portion of the Winterville system while providing a second system interconnect
3e Describe the overall project In detail, including the type of equipment to be used
The new waterline and building will be installed in NCDOT right of way and new utility easements with back -hoes and directional drilling equipment
4.
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 ❑x 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) Mark Hussey
Agency /Consultant Company The Wooten Company
Other N/A
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
March 2, 2015
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (Including all prior phases) In the past?
0 Yes ❑ No ❑ Unknown
5b If yes, explain in detail according to "help file" instructions
All other permits are being applied for including NCDOT, Sedimentation & Erosion Control, and Public Water Supply
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ❑X 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)
❑X Wetlands ❑ 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
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 P
Fill
Unknown
Yes
Corps
0 371
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:
0 371
2h Comments
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
-
S2
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
-
3h Total stream and tributary Impacts
31 Comments-
Page 4 of 10
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 indiv ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of Impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f Total open water impacts
4g Comments
S. 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
51 Expected pond surface area (acres)
51 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?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer Impact
number —
Permanent (P) or
Temporary T)
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
B1
Yes /No
B2 -
Yes /No
B3 -
Yes /No
B4 -
Yes /No
B5 -
Yes /No
B6 -
Yes /No
6h Total Buffer Impacts:
61 Comments Impacts within Zone 1 & 2 buffers will minimized at each opportunity using straight lines, perpendicular paths through the zones, and
working with the natural terrain Those listed above are imperative to provide access to the water dependent features of the park
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing protect
The protect will involve new 10 -inch waterline that crosses two (2) streams via directional drills. The new chemical feed /booster pump station will be
installed in a parcel with wetlands The site will require fill of the wetlands to create a suitable site for the budding and associated parking The size
and orientation of the site has been minimized to reduce the impact to the existing wetlands The owners of the adjacent property were unwilling to
sell a site for use by the Town
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Sedimentation and erosion control methods will be implemented to minimize the release of concentrated stormwater runoff and sediment Directional
drills will also be used to minimize the impacts to the streams and buffers that will be crossed
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 Q No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
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
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 ❑X 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
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
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)
N/A
N/A All impacts are resulting from a necessity to provide access to a water dependent structure as identified in 15A NCAC
6h Comments 02B 0202 Therefore, these actions are deemed "Allowable" per 15A NCAC 02B .0233 (6)
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian 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?
31%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
The
anticipated impervious area for all portions of the protect will be approximately 3% of the overall area of disturbance This is less than the 24%
threshold
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction Is this project?
Town of Winterville
X❑ Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
El 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)
H Session Law 2006 -246
[]Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
S.
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)
1a
Does the project Involve an expenditure of public (federal /state /local) funds or the
Yes
❑ No
use of public (federal /state) land?
1b
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
Q No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
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
X❑ 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
❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes
❑X 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
❑X No
additional development, which could Impact nearby downstream water quality?
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
The
primary intention of the project is to provide the Town of Winterville a second system interconnect with Greenville Utilities Commission (GUC)
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
N/A No additional sewer or changes in sewer treatment are associated with this project
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur In or near an area with federally protected species or
Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
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?
NC Fish & Wildlife Services Website, NC Natural Heritage Program Database County search results attached
6. Essential Fish Habitat (Corps Requirement)
6a WIII this project occur in or near an area designated as essential fish habitat?
❑ Yes X❑ No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Habitat Conservation website http / /www habitat.noaa gov /protection /efh/efhmapper /index html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a WIII this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
A list of sites in Pitt County has been supplied in the Appendix There are no historic sites located within the project area See Appendix F for a list of
historic sites in Pitt County (Source http / /www hpo dcr state nc us)
8. Flood Zone Designation (Corps Requirement)
8a WIII this project occur In a FEMA - designated 100 -year floodplain?
❑X Yes ❑ No
8b If yes, explain how project meets FEMA requirements
The proposed chemical feed /booster pump station will be located inside the 100 -year floodplain The site will be filled to allow the finished floor
elevation to be a minimum of 2 -feet above the 100 -year base flood elevation
8c What source(s) did you use to make the floodplain determination?
NCFIRM Maps were used to estimate the flood elevation See Appendix G for floodplain map.
3CAl a4,f -Uaw4s
Applicant/Agent's Printed Name
Date
pplicanVAgent's ature
(Agent's signature is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

AUTHORIZING AGREEMENT
PROPERTY LEGAL DESCRIPTION
LOT NO. N/A PLAN NO. N/A PARCEL ID: 00261
STREET ADDRESS: 1124 Worthington Road
Please print
Property Owner. Town of Winterville
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
A Slade Harvm, P E of The Wooten Company
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
PO Box 1459. Winterville. NC 28590 -1459
Telephone. [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
N/A
ut ized ignature Authorized Signature
Date -5- /1- /S Date- N/A

95909
Town of Winterville
2490 NCDENR- DIVISION OF WATER QUALITY CHECK DATE 03/13/15 CHECK NO. 95909
Account
Purchase Order
Invoice Number
Amount
Descn aon
6172721000 4234
FEE -401 WQC
240 00
95909
* * This disbursement has been approved as requ red by the Local Government Budget and Fiscal Control Act.
Town Of Winterville r C'�""' CHECK NO.
PO BOX 1459 WINTERVILLE, NORTH CAROLINA
Winterville, NC 28590 66- 30/531
03 /DATE 95909 NO. $ * * *MO* *240.00*
TO THE
NCDENR - DIVISION OF WATER QUALITY
ORDER
OF PAY THE SUM OF TWO HUNDRED FORTY DOLLARS & ZERO CENTS

March 12, 2015
Town of Winterville
2571 Railroad Street
Winterville, NC 28590
Subject: Sale of Property
To Whom It May Concern:
It is our understanding that the Town on Winterville has interest in purchasing approximately one -half acre in
order to facilitate the installation of a drinking water supply interconnection The purpose of this letter is to
inform the Town of Winterville of our unwillingness to sell the requested portion of the property (Pitt Co Tax
PIN 25790) located on the north side of Worthington Rd in the Winterville Township for the intended use
Sincere
Max W

APPENDIX A
Narrative

NARRATIVE FOR THE PRE - CONSTRUCTION NOTIFICATION
WORTHINGTON ROAD: 10 -INCH WATERLINE EXTENSION
TOWN OF WINTERVILLE, NORTH CAROLINA
MARCH 2015
PREPARED BY:
THE WOOTEN COMPANY
L N .1 j,r° , P1 AN N I AI( - I T E ( 1 111 1
I icon io NO F 0', 15

A. DESCRIPTION OF PROJECT
Location of Project
The Town of Winterville's Water Distribution System Improvements project is primarily located
along Worthington Road on the eastern side of the Town's distribution system and at the Town's
single elevated water storage tank site This project proposes to construct a second inter- system
connection with Greenville Utilities Commission's (GUC) water distribution system, install a new
master meter and chemical feed system in a new permanent building, as well as rehabilitate the
Town's elevated storage tank with cleaning and repainting the interior and exterior of the tank as
well as installing a new altitude valve to assist Town staff in operation of the tank. In addition, the
project will also include new SCADA controls at both the tank and the master meter locations
The majority of the land and soil disturbance will result from the work associated with waterline
replacement that will take place within NCDOT, Town, and private right -of -ways along the
following roads
• Old Tar Road (SR 1700) ■ Worthington Road (SR 1711)
• Corey Road (SR 1709)
A vicinity map has been attached which shows the project location in the Town of Winterville.
Topography within the project area is generally flat, sloping between 0 -5% Manmade drainage
features such as canals, agricultural, and roadside ditches collect and remove runoff
Type of Development
Worthington Road Waterline Extension
• 6,430 LF of 10 -inch Waterline 0 Fire Hydrant Assemblies
Replacement and Extension 0 SCADA Improvements and
■ 1,250 LF of 12 -Inch Waterline via Programming
Direction Dnll 0 Building with Master Meter and
■ Cleanup and Seeding Along Pipeline Chemical Feed System
■ Tapping Sleeve and Valves
The Worthington Road water main replacement will include the construction of a new 10 -inch
diameter line and extending it to connect with the Greenville Utilities Commission (GUC) water
system This new GUC connection is located on the opposite side of the Winterville water system
versus the current existing connection with the GUC and would provide an additional (second)
wholesale connection This allows the Town to further reduce their groundwater withdrawal as
required by CCPCUA regulations now and in the future Construction of a privately owned and
operated school, Christ Covenant School, has begun construction along the proposed route of the
Worthington Road water line replacement and extension The increase water line size will include
the secondary benefit of providing fire flow to the school
Two (2) alternatives where evaluated for the Worthington Road line The No Action Alternative
(Alternative No 1) was evaluated and dismissed as it does not address the CCPCUA requirements or
issues associated with the waterline's dead -end Alternative No 2, the preferred alternative, involves
the replacement of the existing waterline with a line of larger diameter and extending it to connect
with the GUC water system This alternative provides a solution to not only the reduction
requirements of the CCPCUA, but provides adequate turnover of the line alleviating the issues
associated with a dead -end waterline A second interconnection with GUC and the larger line size
would not only provide better turnover of the system as a whole, but would provide adequate fire
flow and pressure required by the NC Fire Code at the newly constructed school
Page II

Work along Worthington Road line, the proposed work will be primarily in previously disturbed
rights -of -way However, a 10 -foot permanent and 5 -foot temporary easement is required for water
line work that will be open -cut (— 85% of the line) and not directionally drilled The proposed
alignment crosses two (2) "blue -line" streams that will be crossed via direction drill Each road
crossing will be installed via dry hack and bore methods and will require temporary hack and bore
pits Lines under NCDOT pavement surfaces will be filled with grout prior to being capped and
abandoned while lines outside of the pavement will be capped and abandoned
Master Meter Building
• Package Booster Pump Station Building with Master Meter and
• SCADA Improvements and Chemical Feed System
Programming
A portion of an existing parcel near the Worthington Road/Corey Road intersection is in the process
of being purchased for anew master meter building This meter will act as a junsdictional boundary
of the Town of Wmterville and GUC water systems and allow for metering of the quantity of water
In addition to the metering of the water from GUC, the building will also contain a new chemical
feed system to boost the chloramme concentration of the purchased water prior to being integrated
into the Wmterville system
The three (3) room building is being designed to provide above - ground access to the meter, sampling
and valve assemblies as well as separate rooms for the aqueous chlorine and ammonia storage and
skid mounted feeding systems A final room will house the SCADA control panels and a simple
work station for the Town's Public Utilities Staff A gravel drive will lead to a small gravel parking
lot. The building site will also incorporate concrete sidewalks to provide an easier transportation of
chemicals from vehicles to their respective storage and feeding rooms.
A portion of the proposed site for the building is located within the 100 -year floodplam of Fork
Swamp as well as in wetlands In order to create a suitable building site that mitigates the risk of
flooding from the 100 -year event, the site will require fill material to raise the proposed finished
floor elevation The total area of impact from fill to the wetlands is approximately 16,200 SF (0 371
acres)
Elevated Water Tank Rehabilitation
• Interior Blast/Caulk/Paint System 0 New Altitude Valve in New Valve
• Exterior Blast/Caulk/Paint System Vault
• Misc Exterior Tank Repairs ■ New SCADA Panel
• New 12 -inch Water Main Connection
Two (2) alternatives were evaluated in addressing the Town's elevated water tank issues The No
Action Alternative (Alternative No 1) was dismissed due to not improving the current situation
Alternative No 2 involves 100 % rehabilitation of the elevated water tank on both the tank's interior
and exterior Alternative No 2 is the preferred alternative since it will provide a cost - effective
approach to address the ageing issues of the existing water tank
Work performed on the elevated tank will not create any soil or land disturbance, however the
installation of the new altitude valve vault and associated 12 -inch waterline will require small
excavation and soil disturbance In order to effectively fill and empty the elevated tank, a new
altitude is required In order to protect this valve and associated piping and electrical components, a
new concrete vault will be installed in the north eastern corner of the elevated tank's site The vault
will be partially buried to allow the piping network to remain burred beneath the existing
topography
Page 13

Earth Disturbing Activities
The project will involve digging trenches for 6, 10 and 12 -inch waterlines along and in NCDOT,
non - NCDOT roadways and utility easements The width of the installation trench will be
approximately four (4) feet wide for the entire length of the project with the total disturbed area
being 15 feet wide There are two (2) intermittent and perennial, respectively, stream crossings
proposed under the current scope of the project These will be directionally drilled to avoid any
surface soil disturbance near the streams or their banks Ditches will be open cut to install the
waterline and BMP's will be utilized to minimize impacts The majority of the pipe installation
takes place within NCDOT nght -of -way in pavement or 5 feet behind the right -of -way in soils that
have been previously disturbed The required erosion control measures will be in place before
construction begins A track -hoe will be used in the excavation process with other associated
equipment needed for waterline installation
The proposed site for the master meter /chemical feed building will be filled and graded to adequate
space and conditions for the construction of a permanent building with a small gravel parking lot and
concrete sidewalks Fill of existing wetland areas is required however the total disturbed area is less
than the % acre threshold for mitigation under a Nationwide 12 permit
Silt fencing, rock check dams, inlet protection and sediment traps will be used to mitigate the release
of any disturbed silt and soils from the areas of disturbance
Per the project specifications, the contractor will choose and be responsible for any concrete truck
clean out pit and waste pile area(s) Spoil piles, waste piles, laydown areas, and staging areas will be
determined by the contractor at the time of construction The contractor will be responsible for
installing and maintaining the necessary sedimentation and erosion controls within the project area
and the areas they secure for their needs
Existing Drainage Patterns
A significant geological feature within the proposed project areas is Fork Swamp, located in the
Worthington Road waterline replacement/extension project area Fork Swamp flows south from the
City of Greenville past the Town of Wmterville into more rural areas where it converges with Swift
Creek prior to the confluence with the Neuse River
While specific project sites arc located outside of the floodway, a portion of the work is located in
the 100 & 500 year floodplains This portion is in the Worthington Road project area and is along
Fork Swamp. Approximately 1,500 feet of the waterline replacement /extension will occur within
these floodplains via direction drilling of the water main The remaining proposed improvements are
situated outside of any designated floodway or floodplain
Winterville's geological features are typical of the North Carolina coastal plain region with gradual
elevation changes over urban areas inside the city limits of the town and large open space used for
farming There are no sudden or significant elevation changes in the area The specific topography at
each project area consists of gradual elevation changes leading to roadside ditches or stonnwater
catch basins
B. EROSION AND SEDIMENTATION CONTROL MEASURES
A copy of the latest approved sediment and erosion control plan must be on file at the fob site
Timely and proper attention shall be required for prevention of offsite erosion and sedimentation
Various levels of erosion control are proposed in the engineering documents if it becomes evident
that additional erosion and sedimentation control measures are needed they shall be installed
immediately by the contractor A temporary cover sufficient to restrain erosion must be provided
within the 7 calendar days on any slope and 14 calendar days on any other disturbed area A
P a c 5

permanent ground cover, sufficient to restrain erosion, must be provided within the shortest of 21
working or 90 calendar days after completion of the construction or development
2 A buffer zone, sufficient to restrain sedimentation, must be maintained between the land -
disturbing activity and any adjacent property or watercourses Maintain / Do Not Disturb existing
vegetative cover in areas of no construction
3 All disturbed areas will be seeded within 21 days following construction in accordance with the
seeding schedule as shown on the plans We have attached the seeding and mulching
specifications to this document which gives the rates for fertilizer, tack, seeding and mulch.
4 Temporary sediment control primarily will consist of temporary check dams and inlet protection
which will be placed along the existing roadside ditches. The rock check dams shall be a
maximum of 1,000 LF apart and the volume of storage shall accommodate this sediment as shown
on the engineering documents In the proposed project area, the slopes along most of the roadside
ditches are so flat that the spacing allows for a great amount of storage before over flowing into
the next drainage system
5 Silt fence will be utilized to prevent erosion of the disturbed soil for the waterline installation In
the location of ditch crossings, rip rap is to be placed at the opening of the storm drainage pipe to
prevent erosion of the disturbed soil for the pipeline crossing Silt fence shall also be used to
prevent erosion in areas where bore and recovery pits are to be constructed and at open culvert
crossings the silt fence is to be tied into the temporary sediment traps or check dams as shown in
the engineering documents Silt fence will also be utilized at the elevated tank and master
meter /chemical feed building sites Since the velocity of flow through the roadside ditches are less
than 2 5 fps, lining is not required but there may be areas where the contractor will be required to
place matting if drainage ditch disturbance occurs
6 If the contractor chooses to place any of the material on the adjacent roadway, pending NCDOT
concurrence, the contractor shall be required to place screening over the roadway surface prior to
beginning the operations to assist in cleaning up the roadways daily after construction
C. TIME SEQUENCE OF OPERATIONS
Construction is anticipated to begin July 2015 Permits are being secured now and once the project
is awarded, construction will be able to start The contractor is contractually required to comply
with all State regulations regarding erosion and sedimentation control Once the sediment and
erosion control measures are in place, the contractor will begin installing the water lines, valves,
Fire hydrant assemblies and customer water meters The contractor shall complete all construction
within the easements and nghts -of -ways as shown on the plans All utilities must be checked and
tested and any areas that can be seeded should be done as soon as possible
Once the subsurface infrastructure is complete and tested, the contractor shall finish grading and
seeding remaining areas Seed bed preparation details have been added to the drawings Hydro -
,,eeding is not anticipated to be used on this project In areas where the trench line is within the
bottom of a ditch, erosion control matting shall be used to stabilize the soil
The erosion and sediment control measures are to be checked weekly and after any rainfall event
Repairs shall be made immediately to the sediment and erosion control measures as needed during
the project
Pa94 16

2
h � 1
4 1
RE OR f
/
1
1
W.RTNINGTON ST
N
D
4
Ill TYSON ST
\ ` � ...
- - M,ILTo,
1 c
ST
y' JEANETrE f•• OR
1- B \ypp�EW OR
1 J A ,,DR
1 1 -
E GREEN OR
f ALMA OR
i s\
A
HAMMOND ST G
GgRONERS ST 500,000 Gallon
Elevated Water Tank
Rehabilitation
OLA C
- • •Nobs!
MARLBORO
COOPER ST
PR /MR_OSf L
BLOUNT,,
BARREL DR
SYLVAN /AST
WINDMIL DR.
c ST
U �VO
r
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ap
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OR T
MAIN IT
1 CAVLE By •Pp t
1 / \
LYNN -P 11
DR., LN •
i
r
0 1
LORA LN O I
°o
0
Bore - Old Tar Road and
Cooper Street
_ . 1 .
IFS ♦
_.nom.. ��, i•
. p
t r$ g
2
1 ,
INSET
in
Bore - Corey Road and cp�a
Worthington Road
1 � t �.
1 ,
See note below `
1
"_.••� •''\ �GSDea °� `_' SEE INSET
ice•• ... t„ \r
Directional Drill
V
Existing Worthington Road
6" water line abandonment
and new 10" water line. i
i
Directional Drill
It .�
♦
e
1 in =150ft
rroposea Interconnect z:-¢e
EU'IS WOUD DR \ 50
G10
WINTERVILLE ETJ
LN 1
ORLNARO i
Note
1. After NCDOT bridge work, this ditch crossing
' eliminated and no longer exists.
ocumeri raTT.G -.. F�Y -.�.v .Nmle�vl na.de.3 -kr l.�a.�CVI ?'St'�F �F ,mlf pC na, gea
..1
Y V U\ 1 RVMJLE
Worthington RD Permit
Existing Water Distribution Map
with Project Changes
Water Distribution
System Improvements
March 2015
Legend
Proposed Fire Hydrant Existing 2"
Proposed Interconnect Site Existing 4"
Proposed 10" Water line Existing 6"
Directional Drill Existing 8"
Existing 10"
Existing Elevated Storage Tank
Existing 12"
<• Existing Fire Hydrant — - Streams /Rivers
Existing Water Valves — Streets
Existing Water Vault Rail
Wnterville
Winterville ETJ
Parcel
0 500 1,000
Feet
The Wooten Company makes every effort to Produce and Publish GIS
maps using the most current and accurate information possible,
however the maps are strictly for planning purposes only. The maps
are compiled from recorded deeds, plats, and other public and
private records and data. Users of the maps are hereby notified
TI tI E that the aforementioned publi Ic primary information sources should be
' I L consulted for verification of the information on this map.
WOOTENThe Wooten Company assumes NO responsibility for the information
COMPANY contained on the maps unless the map is signed and sealed by
a licensed Professional Land Surveyor.
Saved 3i'G21'
R
1
W
e
♦
J
4
z'
ay
5 . �,•r'
l� ji
L r
r -
I
-\ S
V
m,
1=
DR
00 \1151 OR
P \
� ��
z WfWTERV/LLE
A P
' F o
•�� y o
A � J
c
FAS A ST
m T M IN
OR T
MAIN IT
1 CAVLE By •Pp t
1 / \
LYNN -P 11
DR., LN •
i
r
0 1
LORA LN O I
°o
0
Bore - Old Tar Road and
Cooper Street
_ . 1 .
IFS ♦
_.nom.. ��, i•
. p
t r$ g
2
1 ,
INSET
in
Bore - Corey Road and cp�a
Worthington Road
1 � t �.
1 ,
See note below `
1
"_.••� •''\ �GSDea °� `_' SEE INSET
ice•• ... t„ \r
Directional Drill
V
Existing Worthington Road
6" water line abandonment
and new 10" water line. i
i
Directional Drill
It .�
♦
e
1 in =150ft
rroposea Interconnect z:-¢e
EU'IS WOUD DR \ 50
G10
WINTERVILLE ETJ
LN 1
ORLNARO i
Note
1. After NCDOT bridge work, this ditch crossing
' eliminated and no longer exists.
ocumeri raTT.G -.. F�Y -.�.v .Nmle�vl na.de.3 -kr l.�a.�CVI ?'St'�F �F ,mlf pC na, gea
..1
Y V U\ 1 RVMJLE
Worthington RD Permit
Existing Water Distribution Map
with Project Changes
Water Distribution
System Improvements
March 2015
Legend
Proposed Fire Hydrant Existing 2"
Proposed Interconnect Site Existing 4"
Proposed 10" Water line Existing 6"
Directional Drill Existing 8"
Existing 10"
Existing Elevated Storage Tank
Existing 12"
<• Existing Fire Hydrant — - Streams /Rivers
Existing Water Valves — Streets
Existing Water Vault Rail
Wnterville
Winterville ETJ
Parcel
0 500 1,000
Feet
The Wooten Company makes every effort to Produce and Publish GIS
maps using the most current and accurate information possible,
however the maps are strictly for planning purposes only. The maps
are compiled from recorded deeds, plats, and other public and
private records and data. Users of the maps are hereby notified
TI tI E that the aforementioned publi Ic primary information sources should be
' I L consulted for verification of the information on this map.
WOOTENThe Wooten Company assumes NO responsibility for the information
COMPANY contained on the maps unless the map is signed and sealed by
a licensed Professional Land Surveyor.
Saved 3i'G21'

APPENDIX B
Site Coordinates

Town of Winterville
Water Distribution System Improvements
Financial Responsibility
Form / Site Coordinates
GUC Interconnect
Latitude
Longitude
35 529039
-77361308
Meter Vault/ Chemical Feed Building
Latitude
Longitude
35 526850
-77368200
Stream Crossing No. 1
Latitude
Longitude
35 524328
-77379583
Stream Crossing No. 2
Latitude
Longitude
35 526736
-77369097
Old Tar Connection
Latitude
Longitude
35 525017
-77384956
Elevated Storage Tank
Latitude
Longitude
35 529600
-77399531
1

APPENDIX C
USGS Topographic and Floodplain Map

WIlVTERVILLE
S wpkl
Worthington RD Permit
Topography /Floodplain
Water Distribution
System Improvements
March 2015
Legend
1 1 Approx. Site Location Existing 2"
f
Proposed Fire Hydrant
Existing 4"
VLT
Proposed Interconnect Site
Existing 6"
■ ■
Proposed 10" Waterline
Existing 8"
consulted for venficaeon of the information on this map.
Existing 10"
v� Directional Drill
contained on the maps unless the map is signed and sealed by
COMPANY
a licensed Professional Land Surveyor
Existing 12"
Existing Elevated Storage Tank
=—
Streams /Rivers
Existing Fire Hydrant
- - -- Streets
Existing Water Valves
Rail
Existing Water Vault
2' Contour
10' Contour
Winterville
Winterville ETJ
Parcel
N
0 500 1,000
Feet
TV
The Wooten Company makes every to Produce and publish GIS
maps using the most curtent and accurate urat urale p information possible .
however the maps are stnctly for planning purposes only. The maps
are compiled from recorded deeds, piers . and other public and
pnvate records and data. Users of the maps are hereby notified
that the aforementioned public pnmary information sources should be
THE
consulted for venficaeon of the information on this map.
The Woolen Company assumes NO responsibility for the information
WOOTEN
contained on the maps unless the map is signed and sealed by
COMPANY
a licensed Professional Land Surveyor

EUSGS U.S. DEPARTMENT OF THE INTERIOR rrr a1R. mr GREENVILLE SE QUADRANGLE
U. S. GEOLOGICAL SURVEY CC NORTH CAROLINA-Pi '1'l CO.
aNra6a.at�Bil6rra.r � V' US Two 7.5-MMUTE SERIES
7T32'W '96—E 30 t77D' 17.16'
snz• � .._ -- '97. 'B8 r89 r9D '9i '62 - _-7� -- __. '1 - 1 :6n000rur �__ 95
`o S9
' °Yw
oLOM(1M
New Belden
Ripple f•iii 5 ,rrNO a
'Nr'N City , w Llrs`yJ 6' k h
Nro : Wilson Acres Ra°0'M
` Johnston Heights R
Circle a13
It .CoLLege View ; Springs a..s..oa
'43 e �„- +wy x ea x,r •. I1 G°'.. i ',810000
Roek -H".gton e
„ 7 -- � S
Springs wx,w aiHm end'Willias `o !
GREENVILLE
m a12
Ire' , � "rne • °' °" ` • - , °.'�a;y r, ,
'121 \ Brook College Court• SPeight
Green r °•.,
Easthaven
( .\ \\ yn
Stratford C hll R ° Pr`e Golden
Forest Bilk, og pace
tng lewod
a
c
a s
1a11
okhursl
Eastwood
' 'B1 Sheratml pkee `.,+ °• mxw Brook � RWer HLLlr
Uellw nmi • \. Valley - 6
• Urexelbrook Oakmont Hen 3 ° 9 6
ViLL.ge oa o E
Baytren Paramore .y
Farm *+ay g 5 �.W ling_.,..
Meadows $ S .b
Quail Midge 'Oh,° - -. c
windy.
sal : - dwn ✓ w, °owNU v Ridge
00 s
s* uw wo
_AresSarborough Pane ' ^..N M°d
Wa
..r � - ° Edwa
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t°° lake Glenwuod
Ridge + Arbor
"d i' R °RAN Hill. ...w °
"391 +wr�pO
Cherry Sherwood
Oaks wR" Greens 0 1
S [nar°a[ ". -�1 m• rar ° $n r.r.roa,r "; a � c °" t�, 'a�r, °� *.y 11
$ Bag Fork ^ * sC x bPo °'
• Y i� a y�+°" � ^ . �1w r °.cr "° �� ` xY r S� °JB
it
F ? 1wi7i'C�ree4 e
r. "° x, I X S eg scooj1 °r0 137
1"371 Windsor
q a . a
Galloway `r G4r°
Galloway Crosaroa�
'wB 8 1 II]D
'35
' .wry saMnorx rrR+"D .. I
x751 wanr.ow
4e Hollywood
Worthington. Cr..— - -- ._. (?...roads
f Rpr�D '3e
C road.
emem / !ft<Ta (Rwy r„m, 9dc,
frEf
ti E-TtFiZ Mc(;_.n. Cr.sarr ad. "
Qj V t{b1p-N& Ea na.Rw ru «.° B
C— Crossing
j t • yc e � .utu,n 11132
x921 B y _
u �i'71°°'N
0s'm' 'BS - - - - - - _ - 'M 1r6
771 0 ' 7.•70
v,°eu<ae b, me U,T Son,' S —ey SCALE 1:24 000 .w. uRSSirKRrw.
,N.u,.•,�,.wr„ °.a wet n •s _ • mason v /- - -- Fw. °""'" --- - --
,00°B,d,,,.,
imw.n. ..........our, u.r:B. um0.i�o.u.'ri�:a thin" sn
Rd„
xamn .............................. ............................n5, 1011 ut Raw,Bn. <aNiaUR wiFRYR(SrFFr Iom,wJ
Bawu, et . ...................(msu[iBK.aC. uSG�`— All
. meuNU I ~Y sa�i,¢wu,ed «°M rM1� potu.r "M1 ur�`ao�°1.8.11
GREENVILLE SE, NC
�"` r 2013

Zr .S. DEPARTMENT OFTHE INTERIOR igaRrlt�ldti GREENVILLE SW QUADRANGLE
ni USGS U. S. GEOLOGICAL SURVEY 1f^a I NORTH CAROLINA- PI'1'1' CO.
Mtl VV o 7.5- MINUTE SERIES
. n3o- 3s 3r'da'a0'
'75 16 '17 178 t7B 1tl0 'pl c47 .. io 3atp poo FEEI - agmyr
k •:w•,•rr "GreeRvi4t s..
• 5 aw" -°a1 a. �r HaighK _ ' I aN
.. Pglge j Riverdale
i r •,ro r.
µ•" Apr e "ra..r 4 1.3acs40 park Y urnr r f'I
Rochdale Betw ••.. .+ ^ "U °' Y z Clt�a d i a`.,r" #. Hide
'41 -..J Cuurt e11' Green P s d a Villrge GroveM
F
+o =r y o c..xf..a a • 0 � WM ,a "e' r � r; i.
J q= ax a � v.xrpxua•c.p a�__� - -�� rory.t+ amn � c `�'9/.�
.t,la. p i
Weelwood g x p ,wtor ux j
W 1
xd a
. a a
r,L• tlRswort6 W' � � 8 " �� RvaFSS � "11
4 uwx IL'reaohTlar Park ,
adll a tlrentwolld
, u.r,.w d.E � �lakewoud
Wes
o
%, F o fi r + Yairtap Bherwotld
g GREENVILLE "xwtP° II/ Aefeti
r r SedgeReld 'y 4WUlfaosd2urg J.'�a•° °w
Zm
'401 p V ° ^ B I Manor North
w ! P
a�pPrw," - (`- 7lcker Farms i _ Poo°•
` agl RolEngwood 4 I Lyand.10 .
lev+l rOakdale e ,, tleWedara ,b, u. '39
X791 �� U attx •pa. r.�.° °... WWe wnao
{ g�avaaaxrw tlt3NYRRFIR Club .°a Pinewood
R / Pioes ",,,o Forest
j
tp Willoughby 3' �
\ ✓F(r _ •cFD r,Ix.Yr..p Condominiums
5' wutuw w ow+x�n r,°
Weathaven .rr ux.,. '38
G -A.igh
\ x r'^• e • ¥ Redford a
f t a w ...........
ito ° x trW
Hines Crossroad a" {4.' Caomo Craaaana —
mot .
a37, g'� ^. d # h Treetops
b.pprO" nu Haywood CanterWry
' o �+oa rvr °. p.xfwoa. uP "aa ...ccx n
'36 Deonshire Square" ".A,`g °
v
31'30"14
ington
Weath = .. +'
Heights Cleveworfd id' "a p0
.......... F FwI,F 1"35
7 Robinson ,x xx,ae rrsr
5 ti •� S Heights 'P✓'°"
EEEt/fjfi� 4w°wr4�p
ln
,.1J.xWinterville
aW (%la wHxvaPr,r ' br°,.",m 8 fl -- W
Shamrock Terrace �
w g
_ .1• 1, awr. a ,x P
�/ ? � kr °' •Lau .x tr
5/ "� °'u p„5„x `leQ7tMs•- `(rYo+�� Qa
-33
'331
.37
aa� i r [I.OMf p.
� iDlastoa C�rrsRr
m-3o - t74 - 2 -ataaw FEET ry9 - _.r - '7g tv .. i1 A3_
77- 7T77'30'
nodp.ed br ma Uplad Stale, nealogkM Survey SCALE 1:24 000 solo usurfurpN
Ffw� Y
Iw,nam�un O,wmGl9n eantl i p6 0 Y01l IFIIB , 2 � eW"IN fool axe
WwW 4eoaeNr SY,mm °F1N.IWpfafl Pr°p.nm antl
I OOam<mr t„tl: Wvuul Tramxmatbumr, toT IK xt� _.. ._�. .� -,.:y- ..�, _ _ _ — —_� _�6�. __ _ - _ _ C � -,•, •,,,, A' ryNwy
C \" _ twlPaFd
to arorm.uu,: ImNn c,mlw c„ra„m srr.m °Ilur .3W m LO ni a tateu wm ____ _. —_� �� aWo
"•• — «- �i� -� -�— lass • mm„r,ra aaxte Z 1 m asw 0 oar awe
lea �. �_- � ltl.. _ ta•�,_�o - ssp- . itat ....e. w.F..
sm: aW
M,nrcs. .., Ywexatierra [Mipla mFWxI SF[fl
tun
N/tlmarapnr xubn r1Y6Pyyary paws tart � free xpnnaafaUx PFalra WiW W 19Y
rYtvW fkv.dm Oaasel.
BauWrk , ....................Cm,W1., I.. N S, 1111 2.12 Tt 1NS map was PPtlur.tlmc°nlwm nit "me IawrM a•°�ax a"°ra°
GREENVILLE SW, NC
rm...°
2013
rnf.o r.r OaaFaaan

APPENDIX D
NRCS Soil Survey Maps

U0 r ExA - - + a xA Gotl Ly LYCo
Oc8
GoA f s NrA / GOB Go' c �, Go8 -- - Co
AA .J NFL Eh NA
A ' � _ Ly a Bore - Corey Road and Ly
CO
M1IGRF pRr R ! JEA ESr4 / ? / NiB yDRBE`'S ` Re Worthington Road _ wa8
OCB GoA
111
- r� yrFDG�' pO LY s film '
Ly Bd r /GoA ExA ' NrA "E`L DR I I \ oce
ERGREEN DR 1 CaA WA _ ` ExA I Ly
BY E t PLMP DR 4 n 1 Nf82
Ra y,
OP
NrA
Ra ?0P QoGoB f°
Ift
\
I \; NBRGOKDR d �"' See note below Le
•') OCB A EDE y,P \ CrB2
ptsi0 GP z A M^
W Wi P!N WINTERVILLE Gout OoA.P� % �d
Co GoA
i3�" --- ni SEE INSET
EA CO
GoA
O QCB �'' Gr� ? y
Q { Bd� 9 l ^- By \
q ,AMMOND St ` 5 Ly - cc NIB CrB2
500,000 Gallon m GoB
GgRONERS 5' O,R rP sr MP ST / ExA w8B \
Elevated Water Tank Directional Drill
MARLBORO DR GOB J
OLPC Rehabilitation Exle, i ,, 4 GOB - - --
Go% Ly \ �.
rvsoa s, � -
\ -Le �-- �. ° ExA MP,NST
'• ` , _ ... _ .. - _ _ QOA �s ' , `
GOB ExB
Ra
Nrs GoA AgB
�� v L GPYE BV 90 f
Sr fGA
mz ''
GOB Existing Worthington Road
Ea
By pR E__,Y Exe 16" water line abandonment 'it OCB
t I and new 10" water line.
GoA W i —NrB GOB /
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Issued November 1974

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APPENDIX E
Threatened Species Inventory

3!11/2015
N C D EN R - Database Search
NC Department of Environment and Natural Resources
Natural Heritage Program - Database Search
Heritage Data Search
(Data updated on January 12, 2015)
Help ( http Uportal ncdenr orgl Udocument _( ibrary/get_fiie7uutd=bl541a3c- 8404- 4f72.8b5b- 4a8de6e9eae4ftgroupid =61587 ) and Definitions i
http 11portai ncdenr orglcidocument_iibrary/get filetuuid= ee43f7be- 12fa- 48e0- atc2- b353c12c48288:groupid =61587 j
County Reference Map ( http / /portal ncdenr orgic/ document_ library/get_fileiuuid= fe6d30a7 -6a4a -4256 adaa 1a03aObe79ff &grDupld =61587 1 Topo Reference Map
hu022pcwtal ncdenr of)a+ tctdexummivrt tibiae fiie7uyddy4a0(}91cn�,1?*38."7 ae6c 317et?t5tr776 &vraup =fi158
Search Parameters: County like pitt
(Searched on Wed Mar 11 2015)
Do another search Download Results`
Show R ao-- entries per page Fitter search results
Taxonomic Scientific Name Common Name NC Federal State N Global County County
S
Group Status, Status Rank Rank Status
Fresnwater
Fish
Aapenser brevirostrum
Shortnose Sturgeon
E
E
S1
G3
Pitt
Current
Freshwater
Fish
Aapenser oxynnchus
Atlantic Sturgeon
SC
E
S3
G3
Pitt
Current
- reshwater
Bivalve
Alasmidonta undulata
Triangle Floater
T
S2
G4
Pitt
Current
Reptile
Alligator mississippiensis
American Alligator
T
T(S /A)
S3
G5
Pitt
Historical
Freshwater
Fish
Amolophtes cavifrons
Roanoke Bass
SR
FSC
S2
G3
Pitt
Historical
Butterfly
Amblyscirtes carohna
111Amblysartes
Carolina Roadside - Skippei
W2
S3S4
G3G4
Pitt
Current
Butterfly
reversa
Reversed Roadside - Skipper
SR
S3
G3G4
Pitt
Current
Bud
lAmmodramus henslowu susurrans
Eastern Henslows Sparrow
SC
FSC
S1B,S1N
G4T4
Pitt
Current
Bird
Ammodramus savannarum
Grasshopper Sparrow
W1,W5
S3B,S1N
G5
Pitt
Current
Vascular Plant
Amphicarpam amphicarpon
Pinebarrens Goober Grass
W1
53
G4
Pitt
Historical
Vascular Plant
Asclepias longifoha
Longleaf Milkweed
W1
S2S3
G4G5
Pitt
Current
Butterfly
Autochton ceilus
Golden Banded - Skipper
SR
S2
G4
Pitt
Historical
Mayfly
Baetisca obesa
a mayfly
SR
S1
G5
Pitt
Current
Natural
Commun ty
Brownwater Bottomtand Hardwoods (High
Subtype)
S2
G3G4
Pitt
Current
Natural
Community
Brownwater Bottomtand Hardwoods (Low
Subtype)
S2
G47
Pitt
Current
Natural
ommumty
Brownwater Bottomtand Hardwoods (Swamp
Transition Subtype)
53
G3G4
Pitt
Current
Natural
Commun ty
Brownwater Levee Forest (Medium Levee
Subtype)
S3S4
G47
Pitt
Current
Vascular Plant (
Burmannria biflora
Northern Bluethreads
W1
S2S3
G4G5
Pitt
Current
http / /ncnhp orgtweb(nhp/database- search 1/5

3/11/2015
NCO ENR - Database Search
Vascular Plant
Calamovdfa brevipilis
I Pinebarren Sandreed
Wt
S3
G4
Pitt
Cun ent
Vascular Plant
Carex crus -corvi
Crowfoot Sedge
SR -P
S1
G5
Pitt
Historical
Reptile
Cemophora coccinea
Scarlet Snake
W1,W5
S3
G5
Pitt
Current
Natural
Coastal Plain Cliff
S1
G27
Pitt
Current
Community
Natural
Coastal Plain Semipermanent Impoundment
54
G4G5
Pitt
Current
Community
(Cypress Gum Subtype)
Natural
Coastal Plain Small Stream Swamp
S4
G47
Pitt
Current
Community
Animal
Coiomal Wading Bird Colony
53
G5
Pitt
Current
Assemblage
Mammal
Condylura cristata pop 1
Star -nosed Mole - Coastal Plain
SC
52
G5T2Q
Pitt
Current
population
Vascular Plant
Coreopsis palustris
Beadle's Coreopsis
SR P
S1S2
G3G4Q
Pitt
Historical
Reptile
Crotalus horndus
Timber Rattlesnake
SC
53
G4
Pitt
Current
Natural
Cypress -Gum Swamp (Brownwater Subtype)
S4
G57
I Pitt
Current
Community
Natural
Cypress - -Gum Swamp (Intermediate Subtype)
S3S4
G4
Pitt
Current
Community
Natural
Dry Oak -- Hickory Forest (Coastal Plain Subtype)
53
G47
Pitt
Current
Community
Natural
Dry -Mesic Oak -- Hickory Forest (Coastal Plain
)
S3
G3G4
Pitt
Current
Community
Subtype)
resnwater
Elliptio cistellaeformis
Box Spike
W3,W5
SU
G4
Pitt
Current
Bivalve
Freshwater
Elliptio marsupiobesa
Cape Fear Spike
SC
S3
G3Q
Pitt
Current
Bivalve
Freshwater
Elliptic roanokensis
Roanoke Slabshell
T
S1
G3
Pitt
Current
Bivalve
Freshwater
Elliptio steinstansana
Tar River Spinymussel
E
E
S1
G1
Pitt
Historical
Bivalve
Freshwater
Enneacanthis obesus
Banded Sunfish
SR
S3
G5
Pitt
Current
Fish
Dragonfly or
Epitheca spinosa
Robust Baskettail
W3
537
G4
Pitt
Current
Damselfly
Freshwater
Etneostoma vitreum
Glassy Darter
W5
S3
G4G5
Pitt
Current
Fish
Butterfly
Euphyes bimacula
Two - spotted Skipper
SR
S2
G4
Pitt
Current
Vascular Plant
Eurybia spectabilis
Showy Aster
SR -0
S27
G5
Pitt
Historical
Moss
Fissidens fontanus
Water Pocket Moss
W7
527
G5
Pitt
Current
Freshwater
Fusconaia masoni
Atlantic Pigtoe
E
FSC
S1
G2
Pitt
Current
Bivalve
Dragonfly or
Gomphus dilatatus
Blackwater Clubtail
W3
SY
G5
Pitt
Current
iamselfly
Bird
Hauaeetusleucocephalus
Bald Eagle
T
BGPA
538,S3N
G5
Pitt
Current
Bird
Helmitheros vermivorum pop 1
Worm eating Warbler Coastal
W5
S3B
G5TNR
Pitt
Current
Plain Population
http / /ncnhp orgtweb/nhptdatabase- search 215

3!11/2015
NCDENR - Database Search
Vascular Plant
Heteranthera remformis
Kidneyleaf Mud - plantain
W7
S27
G5
Pitt
Historical
Reptile
Heterodon simus
Southern Hognose Snake
SC
FSC
S2
G2
Pitt
Historical
Freshwater
Fish
Lampecra aepyptera
Least Brook Lamprey
T
52
G5
Pitt
Historical
Freshwater
Bivalve
Lampsitis carioca
Yellow Lampmussel
E
FSC
51
G3G4
Pitt
Current
Freshwater
Bivalve
Lampsdis radiata
Eastern Lampmusset
T
S152
G5
Pitt
Current
Bird
Lanws ludovicianus
Loggerhead Shake
W2,SC
53B,S3N
G4
Pitt
Current
Freshwater
Bivalve
Lasmigona subviridis
Green Floater
E
FSC
Si
G3
Pitt
Current
Freshwater
Fish
Lepomis marginatus
Dollar Sunfish
W2
S3
G5
Pitt
Current
Freshwater
Bivalve
Leptodea ochracea
Tidewater Mucket
T
Si
G3G4
Pitt
Current
Freshwater
Bivalve
Ligumia nasuta
Eastern Pondmussel
T
Si
G4
Pitt
Current
Freshwater
Fish
Lythrurus matutinus
Pinewoods Shiner
W2
FSC
53
G3G4
Pitt
Current
Natural
Community
Mesic Mixed Hardwood Forest (Coastal Plain
Subtype)
53
G3
Pitt
Current
Amphibian
Necturus tewisi
Neuse River Waterdog
SC
FSC
52
G2
Pitt
Current
Vascular Plant
Netumbo lutea
American Lotus
W7
S2
G4
Pitt
Current
Butterfly
Neonympha helicta
Heticta Satyr
SR
517
G3G4
Pitt
Current
Natural
Community
Nonriverine Wet Hardwood Forest (Oak Flat
Subtype)
Si
G2
Pitt
Current
Freshwater
Fish
Notropis chatybaeus
Ironcolor Shiner
W1
5253
G4
Pitt
Current
Freshwater
Fish
Notropis votucellus
Mimic Shiner
SR
52
G5
Pitt
Historical
Freshwater
Fish
Noturus furiosus
Carolina Madtom
T
FSC
S2
G2
Pitt
Current
Vascular Plant
Nuphar sagittifolia
Narrowleaf Cowldy
W1
FSC
S2
G5T2
Pitt
Current
Crustacean
Orconectes carohnensis
North Carolina Spiny Crayfish
SC
5354
G3
Pitt
Current
Vascular Plant
Parthemum integnfohum var mabryanum
Mabrys Wild Quinine
W1
S3
G5T3
Pitt
Historical
Bird
Picoides borealis
Red - cockaded Woodpecker
E
E
52
G3
Pitt
Historical
Liverwort
Ptagiochita virgimca var virginica
A Liverwoi t
SR -L
Si
G3T3
Pitt
Historical
Vascular Plant
Sagittaria weatherbiana
Grassleaf Ari owhead
E
FSC
S2
G3G4
Pitt
Historical
Butterfly
Satyrium kingi
Kings Hairstreak
W2
S354
G3G4
Pitt
Current
Mammal
Sciurus niger
Eastern For Squirrel
W2
53
G5
Pitt
Current
Amphibian
Siren lacertina
Greater Siren
W3
S3
G5
Pitt
Current
leptile
Sistrurus miharius
Pigmy Rattlesnake
Sc
53
G5
Pitt
Current
Dragonfly or
Damselfly
Somatochiora georgiana
Coppery Emerald
SR
527
G3G4
Pitt
Historical
http / /ncnhp orgtweb/nhp/database- search 315

3/11/2015
NCDENR - Database Search
Dragonfly or
el
Dams Fly
Somatochlora provocans
(Treetop Emerald
W3
S37
G4
Pitt
Current
Freshwater
Bivalve
Strophitus undulatus
Creeper
T
S2
G5
Pitt
Current
Dragonfly or
Damselfly
Stylurus amnicola
Riveiine Clubtail
W3
S3
G4
Pitt
Current
Natural
Community
Tidal Freshwater Marsh (Giant Cordgrass
Subtype)
54
G4
Pitt
Current
Natural
Community
Tidal Freshwater Marsh (Mixed Freshwater
Subtype)
S1
G2?
Pitt
Current
Mammal
Tnchechus manatus
West Indian Manatee
E
E
SIN
G2
Pitt
Current
Vascular Plant
Vaccinium virgatum
Smalt -flower Blueberry
SR -P
51
G4
Pitt
Current
Vascular Plant IVerbena
scabra
Sandpaper Vervain
W7
S2?
G5
Pitt
Current
Reptile
Virginia valeriae
Smooth Earthsnake
W2
S3
GS
Pitt
Current
Showing 1 to 85 of 85 entri es First Previous tO Next Last
The Natural Heritage Database Search provides lists of rare plants and animals, exemplary or unique natural communities, and important animal assemblages (e g ,
heronries and colonial waterbird nesting sites) known to the North Carolina Natural Heritage Program By default, records are summarized by county, but you also have
the option to summarize the records by 7 5 -minute (1 24,000 scale) USGS topographic maps or simple statewide summaries Below are brief notes on use of the database
earth For mare information on use of the database search or for an explanation of the values returned by the search, see the Help and Definitions" link above
Partial search terms are acceptable For example, if you are unsure of the correct spelling for Brachyelytrum sepfentrionale, you could enter the beginning
letters of either the genus or species in the Scientific Name field, either "brat" or "sept" would return the correct records 'b' or 's" would also return the
correct species, however the search would also return all records whose scientific name contained a "b" or "s"
• Foi d.stribut)on maps, click on the scientific or common name of an element in the table of results from a county or topo database search Note that there are no
maps for the statewide summary
• The results can be further refined by entering a text suing in the "Filter search results' field Entries not containing the text string will be removed from the
table of results
• Clicking the 'Download Results button will give you the option of saving the results table to a comma - separated- values file This type of file can be opened with
most spreadsneet programs, including Microsoft Excel
• If you have any questions regarding the data contained on the map viewer, contact Natural Heritage - Program staff lhttp rrportat ncdenr wg1web /nhp /cmtacq For
technical issues regarding the application, contact the Conservation Information Manage,
Use of North Carolina Natural Heritage Program data should not be substituted for actual field surveys, particularly if the project area contains
suitable habitat for rare species If a database search lists no records for a project area, it does not necessarily mean that they are not present
The area may not have been surveyed by biologists, or the data may not have been reported to the Natural Heritage Program
Information obtained from the North Carolina Natural Heritage Program Map Viewer should be cited as follows North Carolina Natural Heritage
Program Online Database Search [search date] Department of Environment and Natural Resources, Office of Land and Water Stewardship
Raleigh, NC Available at www ncnhp org,
]AIN i Allnl nIA
Natural
Herita e
ProgrZl t.*
ir4NU SWUM(, 16W1r AW10N
( http rtporat - denrorq /—b0hp )North Carolina Natural Heritage Program • 1601 Mail Service Center • Raleigh, NC 27699 -1601
N.C. Department of Environment and Natural Resources
http / /ncnhp org/webdnhp/database- search 415

3(11/2015
NCDENR - Database Search
1601 Mail Ser Ice Center, Raleigh, NC 27699 -1601
Headquarters (Environment and Natural Resources Building) 217 W Jones St
Archdale Building 512 N Salisbury St Rft
Toll Free (877) 623 -6746
http ! /ncnhp orgtweb(nhp/database•search 5/5

APPENDIX F
Historic Places Registry

North Carolina
State Historic Preservation Office
LDepattineni Of Cultural Resvuices
Office of Archives and History
NORTH CAROLINA LISTINGS IN THE
NATIONAL REGISTER OF HISTORIC PLACES
BY COUNTY
As of February 1, 2015
PITT COUNTY
Ayden Historic District ( Ayden) PT0620 8/26/1994 PDF`Map
College View Historic District (Greenville) PT0617 3/19/1992 PDF Map
Cox -Ange House (Winterville) PT0930 10/6/2000 PDF Map
Dickinson Avenue Historic District (Greenville) PT2063 3/1/2007 PDF Map
Dupree -Moore Farm (Falkland vicinity) PT0470 8/28/2012 PDF Map
Falkland Historic District (Falkland) PT 1994 10/3/2012 PDF Map
Farmville Historic District ( Farmville) PT0618 10/21/1993 PQF Man
E.B. Ficklen House (Greenville) PT0066 12/20/1984 PDF Map
James L Fleming House (Greenville) PT0067 7/21/1983 PDF Map
Greenville Commercial Historic District (Greenville) PT1420 8/21/2003 PDF Map
Greenville Commercial Historic District Additional Documentation (Greenville) PT1420ad
9/16/2009 PDF
Greenville, NC Tobacco Warehouse Historic District (Greenville) PT0623 7/17/1997 PDF Map
Greenville, NC Tobacco Warehouse Historic District Boundary Increase (Greenville) PT 1728
11/30/1999 PDF Man
Greenwreath (Falkland vicinity) PT0044 4/29/1982 PDF Map
Grimesland Plantation (Gnmesland vicinity) PT0001 3/31/1971 PDF Map
Spencer Harris House (Falkland vicinity) PT 1814 1/20/2005 PDF Mar)
Robert Lee Humber House (Greenville) PT0046 7/9/1981 PDF` Merin
Jones -Lee House (Greenville) PT0045 11/25/1980 PDF Map
Kittrell -Dail House (Renston vicinity) PT0011 3/24/2000 PDF Map
Robert J Lang Jr House (Fountain vicinity) PT0457 8/23/1990 PDF Map
William H. Long House (Greenville) PT0043 4/15/1982 PDF Map
Benjamin May -Lewis House ( Farmville vicinity) PT0068 6/20/1985 PDF Map
Jesse R Moye House (Greenville) PT 1719 10/17/1997 PDF Map
Oakmont (Greenville) PT 1730 10/15/2001 PDF Map
Pitt County Courthouse (Greenville) PT0002 5/10/1979 PDF Map
Red Banks Primitive Baptist Church (Bell Fork vicinity) PT0049 2/20/2002 PDF Map
Renston Rural Historic District (Wmterville vicinity) PT 1792 12/4/2003 PDF Map
Saint John's Episcopal Church (St John's) PT0069 12/2/1986 PDF Map
Thomas Sheppard Farm (Stokes vicinity) PT0572 5/18/2000 PDF Map
Skinnerville- Greenville Heights Historic District (Greenville) PT2000 12/23/2005 PDF Map
United States Post Office (Greenville) PT0064 2/6/1986 PDF Map

APPENDIX G
Wetlands Map

lr }� Bore - Corey Road and <c
,OR 5TH .�
Worthington Road \
gET?_
rE FiELO OR \
xp �.
Y .
_. OtpN DR u C
y EpENaAOOKOR See note below '\�,�•
A tT'
_ --_ %,pN�v "SEE INSET
Pr
O /
�sk
SOLI
_ 1 MAIN 5
As' � � Directional Drill \
Existing Worthington Road
6” water line abandonment i
and new 10" water line. / `SG- /
_ I0-
Si °. Directional Drill
The Wooten Company makes every ti produce and publish GIS
Approx. Site Location
Existing 2”
♦ Proposed Fire Hydrant
O
Proposed Interconnect Site
j+d
Proposed 10" Waterline
G
-- Directional Drill
T ,ON DR
1 N•`� �
`
UpER
2
!
Wooten Company assumes NO responsibility for the information
1 �
— - Streams/Rivers
- � 4 W:
1 /• f � .
Cooper Street
Rail
l
2' Contour
10' Contour
Winterville
Winterville ETJ
SMORE qR,
721
Parcel
1
aARREi OR
�FANETTE ST 1 70
/ OA
G_EW
yyINDMILC OR.
1 �,• 1y
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�_� '��
i J70—
r—
f—! i '^
= yam•
• �E7ERDpEEn DA l�
p „PNNE`
� `.
L7
t
1 •
J
+
•�,,ar• �
$ 1
1
O
ALMA OR
• WOFTOGTON ST
C
a
_
QQ
c
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1
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I
WILL""M
A
T E R
M L i
,
I
$
T /
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--
C
NAMA/ONO Si
500,000 Gallon
i
Ao
GARDNERS ST
. fill
Elevated Water Tank-
._,.•^
'- $
Rehabilitation
MARLBORO pR
q
TYSON ST
�NO`bel Canil
_ _r
µAIRS
170
o
3
_
A
?
ppYLE av
-�
ST
lr }� Bore - Corey Road and <c
,OR 5TH .�
Worthington Road \
gET?_
rE FiELO OR \
xp �.
Y .
_. OtpN DR u C
y EpENaAOOKOR See note below '\�,�•
A tT'
_ --_ %,pN�v "SEE INSET
Pr
O /
�sk
SOLI
_ 1 MAIN 5
As' � � Directional Drill \
Existing Worthington Road
6” water line abandonment i
and new 10" water line. / `SG- /
_ I0-
Si °. Directional Drill
It
LAURIE ELLS RD -{'
to a
1
F
�A+URIE EL' • f P Y L 4 \� - \,:OP \/ \ \9
a i t 1
f � M
i Op
r , o f —1101* S}f.
Legend WINTERVILLE ETJ
Wetlands INC DCM) Cutover Hardwood Flat Drained Pine Flat
Bottomland Hardwood Cutover Headwater Swamp Drained Riverene Swamp Forest 1
Cleared Bottomland Hardwood Cutover Pine Flat Freshwater Marsh
Cleared Depresstonal Swamp Forest Cutover Riverene Swamp Forest Hardwood Flat
Cleared Hardwood Flat Depressional Swamp Forest Headwater Swamp It
Cleared Headwater Swamp Drained Bottomland Hardwood Human Impacted
Cleared Pine Flat Drained Depressional Swamp Forest Managed Pineland f
Cleared Riverene Swamp Forest Drained Freshwater Marsh Pine Flat -
Cutover Bottomland Hardwood Drained Hardwood Flat Rivenne Swamp Forest
Cutover Depressional Swamp Forest Drained Headwater Swamp
J
Proposed Interconnect Site
Note
1. After NCDOT bridge work, this ditch crossing
eliminated and no longer exists.
_ p,p.. rtervle• ayw�Ar'r - _ —. -, reamsm.
* VVNTERVR.LE
Worthington RD Permit
Wetlands
Water Distribution
System Improvements
March 2015
Legend
The Wooten Company makes every ti produce and publish GIS
Approx. Site Location
Existing 2”
♦ Proposed Fire Hydrant
O
Proposed Interconnect Site
—° Existing 6"
Proposed 10" Waterline
_
-- Directional Drill
Bore - Old Tar Road and
`
Existing 12"
1W� Existing Elevated Storage Tank
Wooten Company assumes NO responsibility for the information
pR „ARgSELN
— - Streams/Rivers
Existing Fire Hydrant
i
Cooper Street
Rail
CExisting Water Vault
2' Contour
10' Contour
Winterville
Winterville ETJ
Parcel
aARREi OR
1
i
yyINDMILC OR.
�
r
� `.
L7
—.....
+
•�,,ar• �
INSET,,
- -AFOLLETTEDR
1
f
70�\
It
LAURIE ELLS RD -{'
to a
1
F
�A+URIE EL' • f P Y L 4 \� - \,:OP \/ \ \9
a i t 1
f � M
i Op
r , o f —1101* S}f.
Legend WINTERVILLE ETJ
Wetlands INC DCM) Cutover Hardwood Flat Drained Pine Flat
Bottomland Hardwood Cutover Headwater Swamp Drained Riverene Swamp Forest 1
Cleared Bottomland Hardwood Cutover Pine Flat Freshwater Marsh
Cleared Depresstonal Swamp Forest Cutover Riverene Swamp Forest Hardwood Flat
Cleared Hardwood Flat Depressional Swamp Forest Headwater Swamp It
Cleared Headwater Swamp Drained Bottomland Hardwood Human Impacted
Cleared Pine Flat Drained Depressional Swamp Forest Managed Pineland f
Cleared Riverene Swamp Forest Drained Freshwater Marsh Pine Flat -
Cutover Bottomland Hardwood Drained Hardwood Flat Rivenne Swamp Forest
Cutover Depressional Swamp Forest Drained Headwater Swamp
J
Proposed Interconnect Site
Note
1. After NCDOT bridge work, this ditch crossing
eliminated and no longer exists.
_ p,p.. rtervle• ayw�Ar'r - _ —. -, reamsm.
* VVNTERVR.LE
Worthington RD Permit
Wetlands
Water Distribution
System Improvements
March 2015
Legend
The Wooten Company makes every ti produce and publish GIS
Approx. Site Location
Existing 2”
♦ Proposed Fire Hydrant
Existing 4"
Proposed Interconnect Site
—° Existing 6"
Proposed 10" Waterline
Existing 8"
-- Directional Drill
Existing 10"
`
Existing 12"
1W� Existing Elevated Storage Tank
Wooten Company assumes NO responsibility for the information
M PAN
— - Streams/Rivers
Existing Fire Hydrant
-- Streets
Existing Water Valves
Rail
CExisting Water Vault
2' Contour
10' Contour
Winterville
Winterville ETJ
Parcel
0
0 500 1,000
Feet
The Wooten Company makes every ti produce and publish GIS
maps using the most current and accurate informaton possible.
accurate
however the maps are strictly for planning purposes only The maps
are compiled from recorded deeds, plats, and other public and
pmate records and data Users of the maps are hereby notified
that the aforementioned public primary information sources should be
rl C
consulted for verification of the information on this map.
WOOTENThe
Wooten Company assumes NO responsibility for the information
M PAN
contained on the maps unless the map is signed and sealed by
CO
B licensed Professional Land Surveyor.

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Slte: Wlnterville, Worthington Rd BPS site City/County Pitt Sampling Date: Mar 2, 2015
Applicant/Owner. Town of Wintervllle State: NC Sampling Point A
Investigator(s). M Hussey, The Wooten Company Section, Township, Range
Landform (hillslopa, terrace, etc.) floodplain Local relief (concave, convex, none)- concave Slope ( %): 0 -2
Subregion (LRR or MLRA): LRR T (MLRA 153C) Let 35 131'36.8" N Long: 77 °22'6 4° W Datum, WGS84
Sod Map Unit Name. Coxville NWI Classification. PF01C
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No_ (If no, explain in Remarks.)
Are Vegetation ,f L, Soil IV , or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Sod or Hydrology _naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
H dric Soil Present? Yes X No Is the Sampled Area
Y within a Wetland. Yes No
Wetland Hydrology Present? Yes X No
Remarks
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that aoolvl
Surface Soil Cracks (136)
X Surface Water (Al)
_ Aquatic Fauna (813) _
Sparsely Vegetated Concave Surface (BB)
X High Water Table (A2)
Marl Deposits (1315) (LRR U)
Drainage Patterns (13 10)
X Saturation (A3)
_ _
Hydrogen Sulfide Odor (C1)
Moss Trim Lines (1316)
_ Water Marks (Bi)
_ _
_ Oxidized Rhizospheres on Living Roots (C3) _
Dry- Season Water Table (C2)
_ Sediment Deposits (82)
Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Recent Iron Reduction in Tilled Soils (C6) _
Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (84)
_ Thin Muck Surface (C7) _
Geomorphic Position (D2)
_ Iron Deposits (135)
_ Other (Explain in Remarks)
Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
X
FAC- Neutral Test (D5)
_
Water - Stained Leaves (89)
_
Sphagnum moss (138) (LRR T, U)
Field Observations:
Surface Water Present? Yes X No
Depth (inches) 2 -12
Water Table Present? Yes X No
Depth (inches): 2
Wetland Hydrology Present? Yes X No
Saturation Present? Yes X No
Depth (inches) -
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks,

VEGETATION (Four Strata) - Use scientific names of plants
Sampling Point A
Absolute Dominant Indicator
Tree Stratum (Plot size } % Cover Species? Status Number of Dominant Species
1, That Are OBL, FACW, or FAC-
2.
3 Total Number of Dominant
4 Species Across All Strata
5
5 Percent of Dominant Species
That Are OBL, FACW, or FAC.
5 (A)
5 (B)
100 (A/B)
7
6.
8
7.
Prevalence Index worksheet:
8
0 = Total Cover
Total % Cover of.
Multiply by
50 % of total cover. 0
20 % of total cover
0
OBL species
x 1 =
1. Abildgaardia ovata (Rush,flat- spike)
40
Y
FACW species
X2=
Sapling/Shrub Stratum (Plot size. 30'r )
3
FAC species
X3=
1 Acer rubrum (Maple.red)
40 Y
FAC
species
X4=
2. Pinus taeda (Plne,loblolly)
20 Y
FAC
7
3 Ligustrum sinense (Pdvet,chinese)
10
FAC
PL species
UPL s
X5=
4
10.
Column Totals:
(A) (B)
50 % of total cover. 10
or on a separate
Prevalence Index - B/A =
Hydrophytic Vegetation Indicators:
_ 1 — Rapid Test for Hydrophytic Vegetation
X 2 — Dominance Test is > 500/6
14 3 — Prevalence Test is :5 3.0'
Problematic Hydrophytic Vegetation' (Explain)
FACW
FACW 'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or probl matic
Definitions of Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH)
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7 6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) In height
14 Herb — All herbaceous (non - woody) plants, Including
herbaceous vines, regardless of size. Includes woody
plants, except woody vines, less than approximately
3 it (1 m) in height.
FAC
Woody vine — All woody vines, regardless of height.
20 = Total Cover
20 % of total cover 4 Hydrophytic
- Vegetation
Present? Yes X No
6.
7.
8
70
= Total Cover
30'r 35
20 % of total cover,
Herb Stratum (Plot size. )
1. Abildgaardia ovata (Rush,flat- spike)
40
Y
2. Arundinarla gigantea (Cane,giant)
30
Y
3
4
5
6
7
S.
9
10.
11.
12
70
= Total Cover
50 % of total cover- 35
20 %
of total cover
Woody Vine Stratum (Plot size. 39r )
1 Smilax glauca (Greenbrier,caq
20
Y
2.
_
3
_
4
_
5.
50 % of total cover. 10
or on a separate
Prevalence Index - B/A =
Hydrophytic Vegetation Indicators:
_ 1 — Rapid Test for Hydrophytic Vegetation
X 2 — Dominance Test is > 500/6
14 3 — Prevalence Test is :5 3.0'
Problematic Hydrophytic Vegetation' (Explain)
FACW
FACW 'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or probl matic
Definitions of Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH)
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7 6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) In height
14 Herb — All herbaceous (non - woody) plants, Including
herbaceous vines, regardless of size. Includes woody
plants, except woody vines, less than approximately
3 it (1 m) in height.
FAC
Woody vine — All woody vines, regardless of height.
20 = Total Cover
20 % of total cover 4 Hydrophytic
- Vegetation
Present? Yes X No

SOIL
Sampling Point A
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.)
Depth
Matrix
Redox Features
_Thin Dark Suface (S9) (LRR S, T, U)
_2 cm Muck (A10) (LRR S)
inches
Color (moist) %
Color (moist) % Type
Co—c'
Texture Remarks
0 -8
10YR3 /l
N/A
N/A
Sandy
8 -12
10YR5 11
N/A
N/A
Sandy
12 -20
10YR5/2
N/A
N/A
Sandy Clay
`Type. C= Concentration, D =Depletion, RM =Reduced Matrix, CS= Covered or Coated Sand Grains 2Location: PL =Pore Lining, M =Matnx.
Hydric Soil Indicators:
^Histosol(Al)
—Hishc Epipedon (A2)
_Black Histic (A3)
_Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_Organic Bodies (A6) (LRR P, T, U)
_5 cm Mucky Mineral (A7) (LRR P, T, U)
_Muck Presence (A8) (LRR U)
^1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (All)
—Thick Dark Surface (Al2)
_Coast Prairie Redox (A16) (MLRA 150A)
—Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
^Stripped Matrix (S6)
X Dark Surface (S7) (LRR P, S, T, U)
Type.
Depth (inches)-
_Reduced Vertic (F18) (MLRA 150A, 1508)
_Piedmont Floodplam Sods (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydric Soil Present9 Yes X No
Indicators for Problematic Hydric Soils':
�Pofyvalue Below Surface (S8) (LRR S, T, U)
_1 cm Muck (A9) (LRR O)
_Thin Dark Suface (S9) (LRR S, T, U)
_2 cm Muck (A10) (LRR S)
_Loamy Gleyed Matrix (F1) (LRR O)
_Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2)
_Piedmont Floodplain Soils (Fig) (LRR P, S, T)
_Depleted Matrix (173)
—Anomalous Bright Loamy Sods (F20)
—Redox Dark Surface (F6)
(MLRA 153B)
Depleted Dark Surface (F7)
_Red Parent Material (TF2)
_Redox Depressions (FS)
_Very Shallow Dark Surface (TF12)
_Marl (F10) (LRR U)
Other (Explain in Remarks)
—Depleted Ochric (Fl 1) (MLRA 151)
_Iron Manganese Masses (1712) (LRR O, P, T)
, Indicators of Hydrophytic vegetation and
Umbnc Surface F13
( ) (LRR P, T, U )
watiand hydrology must be present, unless
Delta Ochrlc (F17) (MLRA 151)
disturbed or problematic.
_Reduced Vertic (F18) (MLRA 150A, 1508)
_Piedmont Floodplam Sods (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydric Soil Present9 Yes X No

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site. Winterolle, Worthington Rd. BPS site up City /County. Pitt Sampling Date, Mar 2, 2015
Applicant/Owner Town of Winteryilie State. NC Sampling Point A-out
Investigator(s) Mark Hussey, The Wooten Company Section, Township, Range:
Landform (hillsiope, terrace, etc ) Local relief (concave, convex, none): none Slope (° /a).
Subregion (LRR or MLRA). LRR T (MLRA 153C) Lat. 35 031'37 1" N Long: 77 °22'4 5" W Datum: WC6S4—
Soil Map Unit Name Coxville NWI Classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No_ (If no, explain in Remarks )
Are Vegetation A? , Sod �/ , or Hydrology JV significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil , or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing Sam
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes No X
Wetland Hydrology Present? Yes No X
Remarks,
area 1s maintained yard
i'W 1l_ Tel LeTeA'/
Is the Sampled Area
within a Wetland? Yes No
eitc.
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary indicators (minimum of one is required: check all that all-ply)
Surface Soil Cracks (B6)
Surface Water (Ai)
_ Aquatic Fauna (613)
Sparsely Vegetated Concave Surface (138)
_
High Water Table (A2)
_ Marl Deposits (615) (LRR U)
Drainage Patterns (1310)
_
Saturation (A3)
_ Hydrogen Sulfide Odor (Cl) _
Moss Trim Lines (1316)
_
Water Marks (B1)
_ Oxidized Rhizospheres on Living Roots (C3) _
Dry- Season Water Table (C2)
_
Sediment Deposits (132)
_ Presence of Reduced Iron (C4) _
Crayfish Burrows (Ce)
_
Drift Deposits (83)
_ Recent Iron Reduction in Tilled Soils (C6) _
Saturation Visible on Aerial Imagery (Cg)
_
Algal Mat or Crust (134)
_ Thin Muck Surface (C7) _
Geomorphic Position (D2)
_
Iron Deposits (85)
_ Other (Explain in Remarks) _
Shallow Aquilard (133)
Inundation Visible on Aerial imagery (137)
_
FAG- Neutral Test (135)
Water- Stained Leaves (69)
_
Sphagnum moss (DS) (LRR T, U)
Field Observations:
Surface Water Present? Yes No X
Depth (Inches):
Water Table Present? Yes No X
Depth (inches):
Wetland Hydrology Present? Yes No X
Saturation Present? Yes No X
Depth (inches):
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point A -out
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata*
Percent of Dominant Species
That Are OBL, FACW, or FAC:
2 (A)
2 (B)
100 (A/B)
Total % Cover of
Absolute
Dominant Indicator
Tree Stratum (Plot size 30'r )
% Cover
Species? Status
1. Plnus taeda (Pine,loblolly)
20
Y FAC
2.
UPL species
X5=
3
(A) (B)
— 1
- Prevalence Test is 5 3 0
4
_3
Problematic Hydrophytic Vegetation' (Explain)
5.
_
6.
'Indicators of hydnc sod and wetland hydrology must
7
be present, unless disturbed or probl matic
8
Definitions of Vegetation Strata:
4
20
=Total Cover
50 % of total cover
10 20 % of total cover, 4
Sapling /Shrub Stratum (Plot size: 30'r
)
1
2.
7
3.
8
4.
y
5.
10.
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata*
Percent of Dominant Species
That Are OBL, FACW, or FAC:
2 (A)
2 (B)
100 (A/B)
Total % Cover of
Multiply by
OBL species
x 1 =
FACW species
X2=
FAC species
X3=
FACU species
X4=
UPL species
X5=
Column Totals:
(A) (B)
6
Prevalence Index = B/A =
7
Hydrophytic Vegetation Indicators:
8
1 - Rapid Test for Hydrophyhc Vegetation
0 = Total Cover
_
X 2 - Dominance Test is > 50%
Tr 0
20 % of total cover: 0
— 1
- Prevalence Test is 5 3 0
_3
Problematic Hydrophytic Vegetation' (Explain)
Herb Stratum (Plot size )
_
'Indicators of hydnc sod and wetland hydrology must
2
be present, unless disturbed or probl matic
3
Definitions of Vegetation Strata:
4
5
Tree- Woody plants, excluding woody vines,
6
approximately 20 ft (6 m) or more in height and 3 in.
(7 6 cm) or larger in diameter at breast height (DBH)
7
8
Sapling - Woody plants, excluding woody vines,
y
approximately 20 ft (6 m) or more in height and less
10.
than 3 in. (7.6 cm) DBH
11
Shrub - Woody plants, excluding woody vines,
12.
approximately 3 to 20 ft (1 to 6 m) in height
0 =Total Cover
50 % of total cover: 0
20 % of total cover 0
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size. Includes woody
plants, except woody vines, less than approximately
Woody Vine Stratum (Plot size: 30'r )
3 ft (1 m) in height.
1 Toxicodendron radicans (Ivy,poison)
30 Y FAG
Woody vine -All woody vines, regardless of height.
2
3
4
5.
30 = Total Cover
50 % of total cover: 15 20 % of total cover 6 Hydrophytic
Vegetation
Present? Yes X No
here or on a separate

SOIL
Sampling Point A -out
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Thin Dark Suface (S9) (LRR S, T, U)
_2 cm Muck (A10) (LRR S)
inches
Color (moist) %
Color (moist) % Type
Loc
Texture Remarks
0 -10
10YR5/2
WA
N/A
Sandy
10.15
10YR6/2
NIA
NIA
Sandy Clay
15 -30
10YR613
NIA
N/A
Sandy Clay
'Type. C= Concentration, D= Depletion, RM= Reduced Matrix, CS= Covered or Coated Sand Grains 21-ocation: PL =Pore Lining, M =Matrix
Hydric Soil Indicators:
_Histosol (Al)
_Hlstic Epipedon (A2)
_Black Histic (A3)
_Hydrogen Sulfide (A4)
_Stradited Layers (A5)
—Organic Bodies (A6) (LRR P, T, U)
—5 cm Mucky Mineral (A7) (LRR P, T, U)
_Muck Presence (A8) (LRR U)
_1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (All 1)
—Depleted
Dark Surface (Al2)
_Coast Prairie Redox (A16) (MLRA 150A)
_Sandy Mucky Mineral (S1) (LRR O, S)
_Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
_Stripped Matrix (86)
—Dark Surface (S7) (LRR P, S, T, U)
Type:
Depth (inches):
Remarks
_Reduced Vertic (F18) (MLRA 150A, 1508)
_Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Sods (F20) (MLRA 149A, 153C, 1530)
Hydric Soil Present? Yes No X
Indicators for Problematic Hydric Soils:
^Polyvalue Below Surface (S8) (LRR S, T, U)
.____1 cm Muck (A9) (LRR O)
Thin Dark Suface (S9) (LRR S, T, U)
_2 cm Muck (A10) (LRR S)
_Loamy Gleyed Matrix (F1) (LRR O)
_Reduced Vertic (FIB) (outside MLRA 150A,B)
—Loamy Gleyed Matrx (F2)
_Piedmont Roodplain Soils (F19) (LRR P, S, T)
_Depleted Matrix (F3)
_Anomalous Bright Loamy Sods (F20)
_Redox Dark Surface (176)
(MLRA 153B)
_Depleted Dark Surface (177)
—Red Parent Material (TF2)
_Redox Depressions (F8)
_Very Shallow Dark Surface (TF12)
____Marl (F10) (LRR U)
_Other (Explain in Remarks)
_Depleted Ochric (F11) (MLRA 151)
_Iron Manganese Masses (F12) (LRR 0, P, T)
, Indicators of Hydrophylic vegetation and
Umbnc Surface (F13 ) ( LRR P, T, U )
wetland hydrology must be present, unless
Delta Ochric (F17) (MLRA 151)
disturbed or problematic.
_Reduced Vertic (F18) (MLRA 150A, 1508)
_Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Sods (F20) (MLRA 149A, 153C, 1530)
Hydric Soil Present? Yes No X

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