20130787 Ver 1_401 Application_20130713

THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
301 West 14th Street
Greenville NC 27834
252 757 1096
fax [phone]
20130787
July 26, 2013
Mr. Ian McMillan
`' 2013
[N:R- waTE: unt ITY
NC Department of Environmental and Natural Resources
Division of Water Quality — 401 Oversight and Express Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: 401 Oversight/PCN Submittal
Sanitary Sewer Improvements NC 33/Logsboro Road Area
Edgecombe County WSD #5, North Carolina
TWC Project No. 2488 -FZ
Mr. McMillan:
On behalf of Edgecombe County, we are sending you the following documents for your
review and approval of the above - referenced project. The project will eliminate failing
residential septic systems in the Logsboro Road/NC 33 Highway area. Proposed
improvements are all located within existing, previously disturbed rights -of -way.
Encroachments into Zone 1 and 2 buffers will be limited to previously disturbed locations
and no new disturbance is anticipated. The following files are included with this application:
➢ Five (5) copies of the PCN Form with associated appendices;
➢ Five (5) copies of the Authorization Agreement;
➢ One (1) check (# 00337992) for $240.00 for the review fee;
➢ Two (2) copies of the full -size (24 "x36'1 project drawings;
➢ Three (3) copies of the half -size (11 "x17 ") 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 me. Approval of
the application is requested at your earliest convenience.
Best Regards,
THE WOOTEN COMP
A �
William A. Larsefi. EI
Enclosures: As noted above
cc: Michael Matthews, Edgecombe County (w /o enclosures)
TWC File

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre- Construction Notification C Form
A. AppUcant Information
I
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. 12 or General Permit (GP) number.
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. 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 ❑ No
1f. Is payment into a mitigation bank or in4leu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or inateu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
Z. Project Information
2a. Name of project
Sanitary Sewer Improvements NC 33/Logsboro Road Area
2b. County:
Edgecombe County
2c. Nearest municipality / town:
Leggett, North Carolina
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
WA
3. Owner Information
3a. Name(s) on Recorded Deed:
Edgecombe County Water and Sewer District No. 5
3b. Deed Book and Page No.
N/A
3c. Responsible Party (for LLC if
applicable):
Edgecombe County Water and Sewer District No. 5
3d. Street address:
201 St. Andrew St.
3e. City, state, zip:
Tarboro, NC 27886
3f. Telephone no.:
(252) 641 -7834
3g. Fax no.:
(252) 641 -0456
3h. Email address:
michael [e-mail]
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version
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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, rip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
A. Slade Harvin, P.E.
5b. Business name
(if applicable):
The Wooten Company
5c. Street address:
301 West 10 Street
5d. City, state, zip:
Greenville, NC 27834
5e. Telephone no.:
252 - 757 -1096
5f. Fax no.:
252 - 757 -3221
5g. Email address:
[e-mail]
Page 2 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Project are has multiple sites and right -of -ways.
1b. Site coordinates (in decimal degrees):
Latitude: See Appendix B Longitude: - See Appendix B
1 c. Property size:
20.52 acres (Project has multiple sites)
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Unnamed tributary to Swift Creek - WS -N; NSW
proposed project:
2b. Water Quality Classification of nearest receiving water.
WS -N; NSW
2c. River basin:
Tar - Pamlico River Basin
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:
The existing conditions of the site are graded roadside ditches and private lanes. The proposed gravity sewer will be
placed at the previously disturbed right -of -way line with permanent easements throughout the project. Where no right -of -
way is present, permanent easements will be acquired by the County to install and maintain the new gravity sewer lines.
The general land uses in the vicintiy of the project are opentcultivated fields and single home residences within the project
area.
3b. List the total estimated acreage of all existing wetlands on the property:
None present.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
50
3d. Explain the purpose of the proposed project:
The project is proposed to provide public sanitary sewer to the residents along NC Highway 33 and Logsboro Road and
the adjacent private lanes, and eliminate failing residential septic systems.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the construction of two (2) pump stations, approximately 18,700 LF of 8 -inch gravity sewer, and
approximately 15,000 LF of 64nch force main. The gravity sewer and pump stations will be installed using trackhoes and
other related equipment to dig the trenches within the proposed right -of -ways and permanent utility easements. Proper
erosion control measures will be used to prevent sediment moving offsite. The one irrigation ditch (deemed an
intermittent stream) will be open cut but will use proper measures to prevent downstream impacts.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
Yes ❑ No 19 Unknown
project (including all prior phases) in the past?
Comments: No known determinations have been completed.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known):
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

S. 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.
This work is considered to be one project and will continue to completion.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404,10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
WI ❑ P ❑ T
N/A
❑ Yes
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W5 ❑P ❑T
❑Yes
❑ No
❑Cow
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
2g. Total wetland impacts
2h. Comments: There are no wetlands located in the project area.
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PCN Form — Version 1.3 December 10, 2008 Version

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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404,10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
oar
(feet)
feet)
S1 []PST
Excavation
UT to Swift Creek
❑ PER
® INT
❑ Corps
® DWQ
18
50
S2 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
50
3i. Comments: The proposed impacts can be seen on sheet C.2.14.
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 individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
— Permanent (P)
or Temporary
01 ❑P ❑T
WA
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4E Total open water impacts
4g. Comments: There are no open water impacts.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
acres
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
WA
P2
5f. Total
5g. Comments: There is no pond or lake construction.
5h. Is a dam high hazard permit required?
❑ Yes ❑ No ff yes, permit ID no:
Page 5 of 10
PCN Form — Version 1.3 December 10, 2008 Version

51. 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.
❑ Neuse ®Tcir- Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
B1 []POT
Excavation
UT to Swift Creek
® Yes
829
B2 ❑ P ®T
Excavation
UT to Swift Creek
® Yes
3,031
B3 ❑ PC] T
❑Yes
❑ No
6h. Total buffer impacts
1,317
3,860
6i. Comments: The buffer impacts are shown on sheets C.2.2 and C.2.14. Buffer impacts identification labels have been
added to the plan set. The majority of the buffer impacts are in non - NCDOT existing transporation facility, which previously
disturbed and presently maintained as transportation infrastructure. Given the areas are previously disturbed and will require
no clearing or grubbing, mitigation is not anticipated. Impacts will be temporary in nature and will be minimized to the greatest
extent possible while using sedimentation and erosion control measures. The alignment of proposed lines was designed to
minimize disturbance to the greatest extent practical.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Most of the sewer lines will be constructed in previously disturbed land adjacent and within the NCDOT right -of -way. Impacts
will be minimized by using proper sedimentation and erosion control measures and by limiting the amount of disturbed area to
what is shown on the plans. Trench boxes are also anticipated to reduce disturbed area.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimizing trench width, minimizing sediment runoff by using sedimentation and erosion control measures, and immediate
seeding and mulching.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

3. Complete N Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In4lou Fee Program
4a. Approval letter from in4leu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
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.
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
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
N/A
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,
penmittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: This project does not create more than 1 acre of impervious surface;
❑ Yes ® No
therefore, it does not need a diffuse flow plan.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0.63%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project does not create more than 1
acre of impervious area; therefore, a Stormwater Management Plan is not required.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
N/A
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ 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 1.3 December 10, 2008 Version

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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. 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
❑ 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
❑ No
letter.)
Comments: The NEPA approval letter is attached in Appendix J.
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 213 .0200)?
2b. Is this an after- the -fact permit application?
❑ 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?
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.
See Appendix A
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.
The wastewater collected from this project will be conveyed to an existing 8 -inch force main that runs southwest along NC
Highway 97 to the City of Rocky Mounts WWTF.
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
❑ No
impacts? (State Clearinghouse Response Letter. Appendix H)
® Raleigh
5c. if yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
State Clearinghouse Response Letter. Appendix H
www. saw.usace.army.mil/wetlands/esa
Website supplied in PCN instruction documents. County Search results attached.
NC Clean Water Trust Fund Mapping Tool (http://216. 237. 216. 18 /CWMTFWeb/defaulLaspx) to search 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?
Website supplied in PCN instruction documents.
http://ocean.floridamadne.org/efll_ooraVims/viewer.htm
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
❑ Yes ® 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 Edgecombe 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 Edgecombe County.
Website supplied in PCN instruction documents.
http: //www.hpo.dcr.state.nc.us
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The project consists of buried sewer lines connecting between
manholes. Manholes have been raised to a minimum of 2-feet above the 100 -year flood elevation (60 feet), where
feasible. Manholes under the 100 -year flood elevation are watertight. The pump station wetwell and generator have
been elevated to 2 -feet above the 100 -year 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.
A. Slade Harvin, P.E.
7 *f i3
Applicant(Agenfs Printed Name
Applican ent's Signature
Date
(Agents signature is valid o if an euon letter from the applicant
Ai
s
Page 10 of 10
PCN Forth — Version 1.3 December 10, 2008 Version

AUTHORIZING AGREEMENT
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID: N/A
STREET ADDRESS: SR 1316 (Ellis Ln.), SR 1317 (Booth Ln.), SR 1318 (Nelson Circle),
SR 1310 (Burros Pl.), SR 1501 (E Loasboro Road) SR 1553 Logsboro Road) NC Highway 33 NC
Highway 97
Please print:
Property Owner: Edgecombe County
Property Owner: N/A
The undersigned, registered property owners of the above noted property, do hereby authorize
A. Slade Harvin, 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):
201 St Andrews St. , Tarboro NC 27886
Telephone: [phone]
' We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
' A.06, N/A
Authon>dd Signature Authorized Signature
' Date: 7� 41L3 Date: N/A

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Warrant #: 072613
Check Number: 00337992 Page 1 of 1
Invokes Date
Inwic a Number
Desoription _
Invoice Amount
07/22/2013
072213
SEE ENCLOSED
$240.00
Vendor No.
Vendor Name
Check Pto.
Check Date
Check Amount
1f3313
NCDENR-DIVISION OF WATER QUALITY
00337992
07/26/2013
240.00
EDGECOMBE COUNTY
CENTRAL DEPOSITORY
TARBORO, NC 27866
3rovisikm for pa ent of this check has � made by
to appropriation du yl made pursuant to the toWI
lovemment budget and fiscal control act
PayTwo Hundred Forty Dollars and 00 cents * * * * **
/J/J P
si dsv-
p
Ain, $i gpture
i
Authorized Sign
To The
Or deer r of NCDENR- DIVISION OF WATER QUALITY
or
PNC Bank, N.A. 040
Vendor Check Cheek
Number Date Number 15-31540
16318 07/26/2013 00337992
VOID 60 DAYS FROM DATE OF ISSUE
$240.00
1120033799210 1:05400003011: 53 23? 1973311'

APPENDIX A
INarrative

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NARRATIVE FOR THE PRE - CONSTRUCTION NOTIFICATION
SANITARY SEWER IMPROVEMENTS NC 33 /LOGSBORO ROAD AREA
EDGECOMBE COUNTY WATER AND SEWER DISTRICT No. 5
JULY 2013
PREPARED BY:
Tf
THE WOOTEN COMPANY
EBGINEEAING PLANNING AN C H II EC T HE
1011 1lin 51me1 G"PI•nv;be V
2,0 751 16% (ay _'>! !Si 32 %1
License No. F -0115

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A. DESCRIPTION OF PROJECT
Location of Project
The proposed sanitary sewer project is located along NC Highway 33 and Logsboro Road
within Edgecombe County Water and Sewer District No. 5 between the Tar River and
Community of Leggett as well as a small section of force main along NC Highway 97 inside
the corporate limits of the Town of Leggett. This sewer project will be owned by
Edgecombe County's Water and Sewer District No. 5, where it resides. The majority of the
work will take place within previously disturbed NCDOT right -of -ways and private utility
easements along New Logsboro Road and NC Highway 33 in addition to the community
around Jerys Mobile Home Park (MHP) and Forest Pine Drive MHP. A vicinity map has
been attached which shows the exact project location in Edgecombe County.
Type of Development
Gravity Sewer
The gravity portion of the proposed sanitary sewer project will be a linear construction
project consisting of installing approximately 18,700 LF of 84nch gravity sewer and 76
sanitary sewer manholes.
The proposed network will be divided into two (2) distinct sewersheds. The first sewershed
is located in the southern portion of the project area including Jerry's MHP, Forest Pine
Drive MHP and Ellis Lane. The collected wastewater will be directed to the Highway 33
Pump Station. This sewershed will included installing approximately 10,550 LF of 8 -inch
gravity sewer and 45 sanitary sewer manholes.
The second sewershed is located in the central portion of the project area including
Logsboro Road and Boyd Lane. The collected wastewater will be directed to the Logsboro
Road Pump Station. This sewershed will included installing approximately 8,150 LF of 8-
inch gravity sewer and 31 sanitary sewer manholes.
Pumu Station & Force Main
The collected wastewater in the southern sewershed will be conveyed to the new Highway
33 Pump Station, which is located on a parcel owned by Edgecombe County adjacent to
NC Highway 33 near Forest Pine Drive. The wastewater will then be pumped through
approximately 14,950 LF of a new 6 -inch force main to the existing Manhole No. 44 which
is part of the Town of Leggett wastewater collection system. The existing downstream
network will convey the wastewater to the City of Rocky Mount's Wastewater Treatment
Facility (WWTF).
The Highway 33 Pump Station is designed to pump at 180 GPM at 87' TDH, which will
maintain greater than 2 feet per second velocity in the receiving force main.
Likewise, the collected wastewater in the northern sewershed will be conveyed to the new
Logsboro Road Pump Station, which is located on a parcel owned by Edgecombe County
adjacent to NC Highway 33 and W. Logsboro Road. The wastewater will then be pumped
through approximately 50 LF of a new 6 -inch force main to the proposed 64nch force main
from the Highway 33 pump station and continue pumping to the existing Manhole No. 44
which is part of the Town of Leggett wastewater collection system. The existing
downstream network will convey the wastewater to the City of Rocky Mount's Wastewater
Treatment Facility (WWTF).
The Logsboro Road Pump Station is designed to pump at 180 GPM at 78' TDH, which will
maintain greater than 2 feet per second velocity in the receiving force main.

1
1
1
1
1
1
Earth Disturbing Activities
The project will involve digging trenches for the 8 -inch gravity sewer lines, the new 6 -inch
force mains, and the construction of the Highway 33 and Logsboro Road Pump Stations.
The width of the installation trench will vary based on the depth of the gravity sewer. At the
deepest parts, the disturbed area will be approximately 40 feet wide including the spoil pile.
One drainage ditch (deemed to be an intermittent unnamed tributary to Swift Creek) will be
open cut to install the 8 -inch gravity sewer that is proposed for that location. Sedimentation
and erosion control measures will be used throughout the project, but most importantly at
the main stream crossing and at the many small ditch crossings. The required erosion
control measures will be installed prior to construction. A track -hoe will be used in the
excavation process with other associated equipment for sewer system installation. To
cross NCDOT roads, a process of boring and jacking will be utilized.
Existing Drainage Patterns
Edgecombe County is generally broad and flat sloping from west to the east. The County
is located in the Tar - Pamlico River Basin and within Fishing Creek, Little Fishing Creek,
Rocky Swamp and Beech Swamp Subbasin (03 -03 -04). The majority of the area located
within this project area drains to road side ditches and /or unnamed tributaries, which
ultimately flow to Swift Creek. Swift Creek flows directly to the Tar River that bisects the
County.
B. EROSION AND SEDIMENTATION CONTROL MEASURES
1. A copy of the latest approved sediment and erosion control plan must be on file at the job
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 21 calendar days of
completion of any phase of land disturbance. A permanent ground cover, sufficient to
restrain erosion, must be provided within the shortest of 14 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 30 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.
1
4. Temporary sediment control primarily will consist of temporary check dams and arc filters
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.

In order to eliminate erosion from traveling downstream, arc filters will be utilized when
sewer lines bisect drainage culverts on the upstream side of the culvert.
5. Silt fence will be utilized in areas next to the blue line stream to prevent erosion of the
disturbed soil for the sewer line crossing. 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 pump station site. Since the
velocity of flow through the roadside ditches is 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 the
contractor shall be required to place screening over the roadway surface prior to
' beginning the operations to assist in cleaning up the roadways after construction.
C. TIME SEQUENCE OF OPERATIONS
Construction is anticipated to begin February 2014. Permits are being secured now and
' once the project is awarded, construction will be able to start. The contractor is required
under the contract 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 sewer lines, manholes, and pump stations. The
' contractor shall complete all construction within the easements and rights -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-seeding will not 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.
1

APPENDIX B
Site Coordinates

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1
1
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1
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Edgecombe County WSD #5
Sanitary Sewer Improvements NC 33/Logsboro Road Area
Pre - Construction Notification (PCN) / Site Coordinates
NC 97/NC 33 Intersection
Ladtade Longitude
35.989475 - 77.580117
NC 33 /Logsboro Road Intersection
Latitude Longitude
35.966614 - 77.573122
End of Project on NC 97
Ladtude
Longitude
35.986958
- 77.585156
Logsboro Road Pump Station
Latitude
Longitude
35.966339
- 77.573200
Highway 33 Pump Station
Latitude
Longitude
35.959306
- 77.567414
1

APPENDIX C
USGS Topographic Map
1

Map 7
Clean Water SRF
Minor Engineering Report
NC 33/E. Logsboro Road
Sanitary Sewer Improvements
Topographic Map
Edgecombe Water and Sewer District No. 5
Edgecombe County, NC
June 2012
Legend
,�' ►� `" Project Area
' J , Topographic Source. Esri; National Geographic Society, i- cubed, 2011
1 inch = 1,000 feet
Feet
0 1,000 2,000
V T
THE WOOTEN COMPANY
160111914144 •I.Y4146 aOc.olctow.

APPENDIX D
NRCS Soil Survey Maps

USDA
United States
t
Department of
Agriculture
1 0
NRCS
Natural
Resources
'
Conservation
Service
� I
� I
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Edgecombe
County, North
Carolina
July 22, 2013

35° 59'31r N
350 56'59' N
- 266100 266700 267300 267900 266500 269100
3 3
h
A Map Scale: 1:24,000 A prirded on A portrait (8.5" x 11 ") sheet
N 0 350 700 1400 2200
rA0 1000 2000 4000 6000
Map projection: Web Merarhx Comer coordinates: WGS84 Edge txs: UTM Zone 18N WC,S84
8
Custom Soil Resource Report
Soil Map
3
f;
�p 35° 59' 3B' N
8
r5
K
N
g
35° 56 59'N

Custom Soil Resource Report
MAP LEGEND
Area of Interest (AOI)
Inj
Spoil Area
Miscellaneous Water
Area of Interest (AOI)
Perennial Water
Stony Spot
soils
+
Saline Spot
Very Stony Spot
Sandy Spot
Soil Map Unit Polygons
Severely Eroded Spot
Sinkhole
Slide or Slip
Wet Spot
Sodic Spot
Soil Map Unit Lines
p
Other
Soil Map Unit Points
.�
Special Line Features
Special
Point Features
V
Blowout
Water Features
Streams and Canals
®
Borrow Pa
Transportation
Clay Spot
f n +
Raiis
Closed Depression
_
Interstate Highways
Gravel Pit
US Routes
Gravelly Spot
Major Roads
4
Landfill
Local Roads
Lava Flow
Background
Marsh or swamp
.
Aerial Photography
DI
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1 :20,000
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL http : /twebsofturvey.rvcs.uWa.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal -area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Edgecombe County, North Carolina
Survey Area Data: Version 8, Jul 3, 2012
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: May 9, 2010 —Sep 10,
2010
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Mine or Quarry
O
Miscellaneous Water
O
Perennial Water
V
Rock Outcrop
+
Saline Spot
Sandy Spot
.W
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
DI
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1 :20,000
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL http : /twebsofturvey.rvcs.uWa.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal -area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Edgecombe County, North Carolina
Survey Area Data: Version 8, Jul 3, 2012
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: May 9, 2010 —Sep 10,
2010
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.

Custom Soil Resource Report
Map Unit Legend
Edgecombs County, North Carolina (NC088)
Map Unit Symbol
Map unit Name
Acres In AOI
Percent of A01
AaA
Altavista line sandy loam, 0 to 3
pendent scopes
33A
10.8%
COB
Constoe loamy sand, 0 to 4
perosntslopes
15.1
4.9%
DgA
Dogue Ms sandy loam, 0 to 3
Prow $lopes
57A
18.5%
Ro
Roanoke loam
88.7
28.0%
Sts
Shh loamy sand, 0 to 4 percent
slopes
80.0
19.4%
Tea
Tarboro loamy sand, 0 to 8
perceM slopss
28.7
9.2%
we
Wbhee tine sandy loam
14.8
4.7%
Wh
Wahadkes silt loam
0.3
0.1%
WkS
Wickham sandy loam, 0 to 4
percent slopes
13.7
4.4%
Totals for Ana of lnttlest
310.1
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil surrey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontnssting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
10

,i
7I9 -into Existing MH
(Leggett Sys.)
0
X-1
Map 10
Clean Water SRF
Minor Engineering Report
NC 33/E. Logsboro Road
Sanitary Sewer Improvements
C_
`fist
Soils Map
Edgecombe Water and Sewer District No. 5
Edgecombe County, NC
/N
June 2012
i
Lemond
Project Area j CeB
r �r Parcels j DgA
j - Roads Ro
NC Hwy StB
US Hwy Ta B
DgA
SOIL SYMBOL We
� f., -
/ = AaA = WkB
Soil Source. USDA, NRCS (SSURGO), 2006
k
Ste r`
AaA
1 inch = 1,000 feet
Feet
0 1,000 2,000
V
THE WOOTEN COMPANY
91441f{t411{ •1A111411 EttttrttttV %F
9o�`o
SJ1�0
4
SOIL SYMBOL
SOIL NAME
ACRES
PERCENT TOTAL
CeB
Conetoe loamy sand, 0 to 4 percent slopes
9.41
4.4%
WkB
Wickham sandy loam, 0 to 4 percent slopes
15.04
7%
We
Wahee fine sandy loam
16.64
7.7%
AaA
Altavista fine sandy loam, 0 to 3 percent slopes
20.05
9.1%
TaB
Tarboro loamy sand, 0 to 6 percent slopes
20.68
9.4%
DgA
Dogue fine sandy loam, 0 to 3 percent slopes
34.24
12.3%
StB
State loamy sand, 0 to 4 percent slopes
52.59
22.1%
Ro
Roanoke loam
61.56
28.1%
X-1
Map 10
Clean Water SRF
Minor Engineering Report
NC 33/E. Logsboro Road
Sanitary Sewer Improvements
C_
`fist
Soils Map
Edgecombe Water and Sewer District No. 5
Edgecombe County, NC
/N
June 2012
i
Lemond
Project Area j CeB
r �r Parcels j DgA
j - Roads Ro
NC Hwy StB
US Hwy Ta B
DgA
SOIL SYMBOL We
� f., -
/ = AaA = WkB
Soil Source. USDA, NRCS (SSURGO), 2006
k
Ste r`
AaA
1 inch = 1,000 feet
Feet
0 1,000 2,000
V
THE WOOTEN COMPANY
91441f{t411{ •1A111411 EttttrttttV %F

APPENDIX E
Threatened Species Inventory

U.S. Fisli & Wildlife Service
Endangered Species, Threatened Species, Federal
Species of Concern, and Candidate Species,
Edgecombe County, North Carolina
Updated: 09 -22 -2010
Common Name
Vertebrate:
American eel
Bald eagle
Carolina madtom
Eastern Henslow's
sparrow
Pinewoods shiner
Red - cockaded
woodpecker
Roanoke bass
Southern hognose snake
Invertebrate:
Atlantic pigtoe
Green floater
Tar River spinymussel
Yellow lampmussel
Yellow lance
Vascular Plant:
Nonvascular Plant:
Lichen:
Scientific name
Federal Record Status
Status
Anguilla rostrata
FSC
Current
Haliaeetus leucocephalus
BGPA
Current
Noturus furiosus
FSC
Current
Ammodramus henslowii susurrans FSC
Current
Lythrurus matutinus
FSC
Current
Picoides borealis
E
Historic
Ambloplites cavifrons
FSC
Current
Heterodon simus
FSC
Obscure
Fusconaia mason
FSC
Current
Lasmigona subviridis
FSC
Current
Elliptio steinstansana
E
Current
Lampsilis cariosa
FSC
Current
Elliptio lanceolata
FSC
Historic

Definitions of Federal Status Codes:
' E = endangered. Ataxon "in danger of extinction throughout all or a significant
portion of its range.
T = threatened. A taxon "likely to become endangered within the foreseeable
' future throughout all or a significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is
' sufficient information to support listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC = federal species of concern. A species under consideration for listing, for
' which there is insufficient information to support listing at this time. These
species may or may not be listed in the future, and many of these species were
formerly recognized as "C2" candidate species.
' T(S /A) = threatened due to similarity of appearance. A taxon that is threatened
due to similarity of appearance with another listed species and is listed for its
protection. Taxa listed as T(S /A) are not biologically endangered or threatened
and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential
' or nonessential). Experimental, nonessential populations of endangered species
(e.g., red wolf) are treated as threatened species on public land, for consultation
purposes, and as species proposed for listing on private land.
' P = proposed. Tan proposed for official listing as endangered or threatened
will be noted as PE or "PT", respectively.
Bald and Golden Eagle Protection Act MGM:
' In the July 9, 2007 Federal Register( 72:37346 - 37372), the bald eagle was
declared recovered, and removed (de- listed) from the Federal List of
Threatened and Endangered wildlife. This delisting took effect August 8,2007.
' After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16
U.S.C. 668 -668d) becomes the primary law protecting bald eagles. The Eagle
Act prohibits take of bald and golden eagles and provides a statutory definition
' of "take" that includes "disturb ". The USFWS has developed National Bald
Eagle Management Guidelines to provide guidance to land managers,
landowners, and others as to how to avoid disturbing bald eagles. For mor
information, visit ho://www.fws.gov/migp Wbirds/baldeagle.h
e.htm
Threatened due to similarity of annearance(T(S /A)):
In the November 4, 1997 Federal Register (55822 - 55825), the northern
tpopulation of the bog turtle (from New York south to Maryland) was listed as T
(threatened), and the southern population (from Virginia south to Georgia) was
1

listed as T(S /A) (threatened due to similarity of appearance). The T(S /A)
' designation bans the collection and interstate and international commercial
Evade of bog turtles from the southern population. The T(S /A) designation has
no effect on land management activities by private landowners in North
' Carolina, part of the southern population of the species. In addition to its
official status as T(S /A), the U.S. Fish and Wildlife Service considers the
' southern population of the bog turtle as a Federal species of concern due to
habitat loss.
' Definitions of record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
' Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or
' habitat.
Probable/potential - the species is considered likely to occur in this county
based on the proximity of known records (in adjacent counties), the presence of
potentially suitable habitat, or both.
1
1
1
1
1

t8/14/12 NCDENR - NHP Map Viewer
NC Department of Environment and Natural Resources
Natural Heritage Program - NHP Map Viewer
' Data Services - Map Viewers - NHP Map Viewer
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' +1 -77 W Logsboro Rd, Tarboro, NC 27886, USA
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Show 10 t entries per page Download Results Filter search results:
' Taxonomic Scientific Name Common Name EO Accuracy State Federal State Global
Group Status status Status Rank Rank
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Invertebrate
Alasmidonta undulata
Triangle Floater
Extant
Medium
T
S2
G4
Animal
Natural
Brownwater Levee Forest (Medium Levee
Extant
S3S4
G4?
Community
Subtype)
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Invertebrate
Elliptio roanokensis
Roanoke Slabshell
Extant
Medium
T
S1
G3
Animal
Invertebrate
Fusconaia masoni
Atlantic Pigtoe
Extant
Medium
E
FSC
S1
G2
Animal
Invertebrate
Lampsilts cartosa
Yellow Lampmussel
Extant
Medium
E
FSC
51
G3154
Animal
Invertebrate
Lampsil6 radiata
Eastern Lampmussel
Extant
Medium
T
S1S2
G5
Animal
Vertebrate
Necturus lewisi
Neuse River Waterdog
Extant
Medium
SC
S3
G3
Animal
Vertebrate
Noturus furlosus
Carolina Madtom
Extant
Medium
T
FSC
52
G2
Animal
Invertebrate
Orconectes carolinensis
North Carolina Spiny
Extant
Medium
SC
S3
G3
Animal
Crayfish
Invertebrate
Strophitus undulatus
Creeper
Historical
Medium
IT
52
G5
Animal
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Archdale Building: 512 N. Salisbury St.
rat Free: [phone]
Iportal.ncdenr.org/web /nhp /nhp- map - viewer 3/3

APPENDIX F
Historic Places Registry

North Carolina
State Historic Preservation Office
Department of Cultural Resources
l�f'ftce of Archives and History
NORTH CAROLINA LISTINGS IN THE
NATIONAL REGISTER OF HISTORIC PLACES
BY COUNTY
As of July 20, 2010
EDGECOMBE COUNTY
' The Barracks (Tarboro) 2/18 /1971
Batts House and Outbuildings (Speed vicinity) 4/5/2006
Bracebridge Hall (Old Sparta vicinity) 2/18 /1971
Bracebridge Hall Boundary Increase /Additional Documentation (Macclesfield vicinity) 12/16/2005
' Calvary Episcopal Church and Churchyard (Tarboro) 2/18 /1971
Cedar Lane (Leggett vicinity) 4/15/1982
Coats House (Tarboro) 4/3/1973
' Coolmore Plantation (Tarboro vicinity) 2/18/1971
Cotton Press (Tarboro) 2/18 /1971
Eastern Star Baptist Church (Tarboro MRN) (Tarboro) 4/2/1980
Edgecombe Agricultural Works ( Tarbob MRN) (Tarboro) 4/2/1980
' Edgemont Historic District (Rocky Mount) 11/12/1999
Edgemont Historic District Boundary Expansion (Rocky Mount) 9/14/2002
The Grove (Blount- Bridgers House) (Tarboro) 2/18/1971
' Howell Homeplace (Tarboro vicinity) 12/20/1984
Lone Pine (Tarboro vicinity) 11/6/1987
Mount Prospect (Exam -Lewis House) (Burned) (Leggett vicinity) 11/20/1974
Dr. A.B. Nobles House and McKendree Church (Mercer vicinity) 6/19/1980
' Oakland Plantation (Tarboro MRN) 4/2/1980
Old Town Plantation RELISTED 12/1/83 (Battleboro vicinity) 1/20/1972
Piney Prospect (Old Sparta vicinity) 2/18/1971
Porter Houses and Armstrong Kitchen (Whitakers) 9/14/2002
Princeville School (Princeville) 1/9/2001
Quigless Clinic (Tarboro) 10/27 /2000
Railroad Depot Complex (Tarboro MRN) (Tarboro) 4/2/1980
' Redmond - Shackleford House (Tarboro) 12 /12/1976
Rocky Mount Central City Historic District (Rocky Mount) 6/19/1980
Rocky Mount Central City His. Dis. - bdy inc and dec /add doc (Rocky Mount) 8/27/2009
' Saint John's Episcopal Church (Battleboro) 2/18/1971
Saint Paul Baptist Church (Tarboro MRN) (Tarboro) 4/2/1980
Tarboro Historic District (Tarboro) 4/2/1980
Tarboro Town Common (Tarboro) 9/30/1970
' The Grove (Tarboro) 2/18 /1971
Vinedale (Pinetops vicinity) 7/15/1982
Walston - Bulluck House (Fender Museum) (Tarboro) 2/18/1971
' Wilkinson- Dozier House (Conetoe vicinity) 10/23/1974
Worsley- Burnette House (Conetoe vicinity) 5/24/1990

APPENDIX G
Floodplain Map

f • , 33 97
Tie -into Existing MH
(Leggett Sys.)
. s
N Q0
4
• o�"p9� � yo
r� - •
•
•
MAD a
, • • • '" • ••+ • • Wit!• • . • • • , • • • + �
11
Or t
`4,
Map 8
Clean Water SRF
Minor Engineering Report
NC 33/E. Logsboro Road
Sanitary Sewer Improvements
Floodplain Map
Edgecombe Water and Sewer District No. 5
Edgecombe County, NC
June 2012
Learend
Project Area
Parcels
Roads
NC Hwy
Floodione Source: NCFMP, NCCG/A 2007
0 F-14
1�
1 inch = 1,000 feet
Feet
0 1,000 2,000
V
THE WOOTEN COMPANY
1.61.114-4 •I•••♦•• ♦.c• 1110041
US Hwy
Flood Hazard
��• '
ZONE - A (100 yr w/o bfe)
ZONE - AE (100 yr w /bfe)
,
ZONE - AE (100yr - floodway)
ZONE - X (.2% Annual Chance)
Floodione Source: NCFMP, NCCG/A 2007
0 F-14
1�
1 inch = 1,000 feet
Feet
0 1,000 2,000
V
THE WOOTEN COMPANY
1.61.114-4 •I•••♦•• ♦.c• 1110041

a
APPENDIX J
NEPA Approval Letter

* Z
North Carolina
Department of Administration
' Beverly Eaves Perdue, Governor Moses Carey, Jr., Secretary
March 2, 2012
tMr. A. Slade Harvin
Edgecombe Water and Sewer District No. 5
' c/o The Wooten Company
301 West 14th Street
Greenville, North Carolina 27834
' Re: SCH File # 12 -E- 0000 -0177; SCOPING; Project consists of approx 20,700 LF of 8 inch
gravity sewer with 70 manholes; 2 wastewater pump stations with standby power, 11,700
' LF of 6 inch force main, and 4 inch service laterals.
Dear Mr. Harvin:
The above referenced environmental impact information has been submitted to the State Clearinghouse
under the provisions of the National Environmental Policy Act. According to G.S. 113A -10, when a
' state agency is required to prepare an environmental document under the provisions of federal law, the
environmental document meets the provisions of the State Environmental Policy Act. Attached to this
letter for your consideration are the comments made by agencies in the course of this review.
' If any further environmental review documents are prepared for this project, they should be forwarded to
this office for intergovernmental review.
' Should you have any questions, please do not hesitate to call.
Sincerely, N l�
' /4 2�
William E. ff. Creech
Attachments
cc: Region L
USDA Rural Development
' Moiling Address: Telephone: [phone] Location Addrm:
1301 Mail Service Center Fax [phone] West Jones Stmt
Raleigh. NC 27699-1301 State Courier #51 -01 -00 Raleigh, North Camlina
' e -mail. vate.clearinghrniwOdoo.ne gov
Orr Equal Opporlunity.•.4ffirmarm Action Employer
1

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1
1
1
1
1
1
1
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1
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NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Govemor
MEMORANDUM
TO: Zeke Creech
State Clearinghouse
FROM: Melba McGee -
Environmental Review Coordinator
Dee Freeman
Secretary
the Department of Environment and Nanlral Resources has completed its review. Our
regional office within the geographic area of the proposed project has identified permits that Fnay
be required prior to !project construction. For more information, the project applicant should
notify the respective regional office marked on the back of the attached permit form.
Thank you for the opportunity to review.
Attachments
1601 Mail Service Center Rabgb, North Carolina 27699 -1601
Phone. 919 - 7071!6001 I(demel hllp ;Pporlal ncdenr LiQ
An Equal (VTxAmAy I A161nraliwr kAw Emlir..yer - W% Recycled r IM VMI (:dnsLarar Paper
WnehCaro i a
=al

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1
State of North Carolina
Department of Environment and Natural Resources Rewevving Office. RAI.
INTERGOVERNMENTAL REVIEW. PROJECT COMMENTS Pro Number !hK � _
After review of this project it has been determined (het the ENR permits) and/or approvals indicauat may need to be obtained in order for this project to comply with Noah
Carolina Low. t,)ues6ons regarding these permits should be addressed to the Regional Office i dncawd on (lie reverse nl the form. All apps tutmns, mibrmetton and gutdelmos
relative to thew plans and petmus tic atailable from the same Regional Office
Noimnl Pauess'iime
(statutory tune limit)
PERMITS
SPECIAL. APPLICATION PROCEDURE$ or REQUiREMENTS
it to construct & operate wastewater treatment
i Application 90 days before begot construt ion or award of construchon
!!
10 days I
1
facilities, sewer system extensions &. sewer systems
i contracts Ott -silt inspection Post - application technical conference usual
(90 days) 1
t
am discharging into state surface waters
rac
NPDFS - permit to discharge mho surface ugter and/or
NPDE permit
Application j 80 days before begin activity On -site inspection Pre-application
conference ustial. Additionally, nbom permit to crmstrem l wastewater
v0 -120 days
f I
to end construct mist--water facilities
Imatmeni facility- granted filler NPDES Reply line, ill days after receipt of
(NIA)
discharging into state surface waters
plans or rssue of NPDC• S peimil -wh chcver n Idler
.�
Wain Usr. Peoria
Pre - application technical conference usually necessary
)0 days
(N /A)
Complete application must be received and permit issued prior to the
7 days
{ !
Will l ol5tructon Permit
installation of a well,
(i 5 days)
Application copy must be served on each adjacent riparian property owner.
inspection Pm- application conference usual Filling may require
55 days
I_ i
Dredge and Pill Permit
Emement to Fill front N.C. Department of Administration and Federal
Easement
(90 days)
Dredge and Fill Pctmu
permit to construct & operate Air Pollution Abatement
APplicstion mast be submitted and permit received prior to
constructiui and operation of dro source If o permit is required m nn
90 days
facilities ardor Emission Sagas as pa 15 A NCAC
Emission
area without loaf toning, then there are additional requirements and
Q 4100 thrti
imichnes ('dQ.0113)
Perinit,to constrict A tgnrme Transportation Fadlily as
Appl nation must be submitted at least 90 days prior to construction or
90 days
1_
pet 13 A NCAC (7D 0900, 2Q 0601)
modification of the source
ny open burning associated with subject pruposal
mast bb In compliance with 15 A NCAC 2D 1900
Demoliton or renovations of structures cdntammg
&shows material most be in compliance with 15 A
60 days
i :_I
NCAC 20.1110 (a) (1) which requires notification and
N/A
(90 days)
removal prior to demolition. Contact Asbestos Centsol
coup 919 - 709 -5930,
0
Complex Source Permit required under 15 A NCAC
12D.0800
The Sedimentation Pollution Control Act or 1973 must be properly addressed for any lend disturbing activiy An erosion &
sedimentation control plan will be requited done or more acres to be disturbed Plan filed with proper Regional Office (Land quality
20 days
Section) At Itmi 30 days before beginning adivity. A fee otS65 for the fast acre or any pan of an acre An express revrcw opdon is
(30 days)
available with additional fees
Sedimentation and erosion control must he addressed in accordance with NCDOT's approved program. Particular attention should he gives to
(30 days)
{
design and mstallation of appropriate perimeter sediment napping devims as well as stable slarmwater conveyanres mid outlets
i
On -site inspection usual. Surety bond filed with ENR Oond amotmt varies
with type mitre and number nl' acres of afraid land Any arc mined grewt
3t1 days
Milling Permit
than aria acrd must he permitted. The appropmntc bond must be received
(60 days)
before the permit call or issued.
!
On-site inspection by N.0 Division Forest Resoun cs if permit ezuds 4 days
1 day i
I J
Noah Carolina Bunting permed
(NIA)
On- stioinspectun by N C. Division Forst Rewurces required °ifmoe than
I day
Special Ground Cle N.C. with organ Permit - 22
m cnastnl with organic sods
five arnK of grouted clearing activities are involved laspeetions should be
"
(N /A)
eowttta .C,
requested tit bast tell days before actual hunt is planned
1_)
Dil Refining facilities
N/A
�A'0 days
II permit required, application 60 days before begin construction Applicant
must hire N C qualified engineer to prepare plans, inspect cuitstiuctiou.
certfy construction is according to ENR approved plans May also require
pmt under mosgalb control plagram And a 404 petmnt front Corps of
30 days
i 1
Dam Safety Permit
Engineers. An snspausion orskis noeessary to verify llazatdClessdicalion A
(60 days)
minimum fee of f200 00 must aecompony the application An additional
prooming fee based on a percetttagcui the total project cost will be required
Upon completion I

DEPARTMENT OF ENVIRONM•E•NT'AN`D - Protect Nt
NATURAL RESOURCES . --- 12 -0177
' DIVISION OF WATER RESOURCES County
PUBLIC WATER SUPPLY SECTION Edgecombe
Inter - Agency Protect Review - Response
Project Name USDA- RD /Edrecombe Water Type of Project EA - Approx 20,700 If 8"
' & Sewer District No. 4 tl rsvity ewer wiM 70
manholes, 2 vrastewater
Comments provided by. puma stations with standby
POEM 11,700 It 6" force
' ❑ Regional Program Person main and 4" service laterals
to serve 228 olstiag
® Regional Supervisor for Public Water Supply residences
Section
' ❑ Central Office program person
Name Michael Douglas- Raleigh RO Date.
Jvv Telephone number -I ri 1 °" 14 .1 t
Program within Division of Water Resources -
Public Water Supply
❑ Other, Name of Program:
Response (check all applicable):
02/0312012
' ❑ No objection to protect as proposed
❑ No comment
' I_] Insufficient information to complete review
❑ Comments attached
' See comments below
.�l'r. "i•c;�'1�,. �C�6`��" �!� {���• ari��!(�! ? <� / /('.'l�L�•r,�.ti. 1� /�C��••�c r I fi -_
` �� r y �,,� r14i�a) .��.f •t i? �t• V•� r 4-Ylr • '`c� .( "fit ,
/i.�.�'�fc !: %: -• ��'.�'.. -Y,_� ♦ � �c °'�1 e -r' ....- 2 _ .. � 'L tC�C � r'- � a2
,1j(/ ('a'� •�_. •C C•)�.��rl ` i %i ♦!.tvLt�' ✓•- /� r. )•4•�+Ii._..tf � ,_
Public Water Supply Section
Environmental Review Coordinator for the
Division of Water Resources

DEPARTMENT OF ENVIRONMENT AND Project Number
NATURAL RESOURCES 12 -0177
DIVISION OF WATER RESOURCES County
PUBLIC WATER SUPPLY SECTION Ed ecotnbe
Inter - Agency Project Review Response
Project Name USDA- RD /Edeecombe Water Type of Project F,A - Aanrox 20.700 If 9"
& Sewer District No. 5 Gravity sewer with 70
manboles, 2 wastewater
On= atatig_ns with
standby Power, 117Kff
6" force main and 4"
service laterals to serve
228 existine residences
❑ The applicant should be advised that plans and specifications for all water system
improvements must be approved by the Division of Water Resources/Public Water
Supply Section prior to the award of a contract or the initiation of construction (as
required by 15A NCAC 18C .0300et seq.). For information, contact the Public Water
Supply Section, (919)
733 -2321.
❑ This project will be classified as a non- community public water supply and must comply
with state and federal drinking water monitoring requirements. For more information the
applicant should contact the Public Water Supply Section. (919) 733 -2321.
❑ If existing water lines will be relocated during the construction, plans for the water line
relocation must be submitted to the Division of Water Resources, Public Water Supply
Section, Technical Services Branch, 1634 Mail Service Center, Raleigh, North Carolina
27699 -1634, (919) 733 -2321
® For Regional and Central Office comments, see the reverse side of this form.
Rebecca Sadosky PWSS 02/03/2012
Review Coordinator Section/Branch Date

COUNTY: EDGECOMBE
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
1101:WATER SUPPLY SYSTEMS
MS RENEE GLEDHILL- EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES
STATE HISTORIC PRESERVATION OFFICE
MSC 4617 - ARCHIVES BUILDING
RALEIGH NC
REVIEW DISTRIBUTION
FEB Q % 20 z
STATE NUMBER: 12 -E- 0000 -0177
DATE RECEIVED: 01/30/2012
AGENCY RESPONSE: 02/27/2012
REVIEW CLOSED: 03/01/2012
CC &PS - DIV OF EMERGENCY MANAGEMENT •L �° ��J %�
DENR LEGISLATIVE AFFAIRS
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
UPPER COASTAL PLAIN COG
PROJECT INFORMATION
APPLICANT: Edgecombe Water and Sewer District No. 5 �.� 1 ,l TqK 2 ft-f/a
TYPE: National Environmental Policy Act
Scoping
DESC: Project consists of approx 20,700 LF of 8 inch gravity sewer with 70 manholes; 2
wastewater pump stations with standby power, 11,700 LF of 6 inch force main, and
4 inch service laterals,
'
The attached project has been submitted to the N. C.
intergovernmental review. Please review and submit
indicated date to 1301 Mail Service Center, Raleigh
If additional review time is needed, please contact
State Clearinghouse for
your response by the above
NC 27699 -1301.
this office at (919)807 -2425.
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED :NO COMMENT
COMMENTS ATTACHED
'
SIGNED BY:
DATE :•��'�p�
t F �
?; (*A
.%
t
f FEB 0 S 2012

4�
North Carolina Department of Cultural Resources
State Historic Preservation Oe
Ramona M. Fhrtos, A&4;01—
Beverly slaves Perdue, Governor .A �� J'r'.\►
Panda A. .%rhsk tiecmtary .1 ' 4
Jeffrey J. Croat, Deputy Secret.rt ' L%
`v FED t7V r� •'
February 23, 2012
ttuir'�, core
Lorenzo Carmon `` �'''1 Cr,
Edgecombe County Manager
PO Box 10
Tarboro, NC 27886
Office of Archives qnd I Itstory
Division of latatoml Resources
Wv,d Bnwk, Director
Re; Edgecombe Water and Sewer District 5, Wastewater Collection System for NC 33 and Logsboro Road
' Service Area, District 5, Edgecombe County, ER 12 -0170
Dear Mr. Carmon:
' On February 2, 2012, we received notification from the State Clearinghouse concerning the above project.
' There are no known archaeological sites within the proposed project area. Based on our knowledge of the
area, it is unlikely that any archaeological resources that may be eligible for inclusion in the National Register of
Historic Places will be affected by the project. We, therefore, recommend that no archaeological investigation
' be conducted in connection with this project.
A portion of this project is located adjacent to Cedar Lane, which is listed in the National Register of Historic
Places. However, since the project will be located within the existing right -of -way, and will not require the
' removal of mature landscaping, the proposed project will have no adverts f cl on historic properties.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
' Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Pan 800.
1
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill - Earley, environmental review coordinator, at 919 -807 -6579. In all future
communication concerning this project, please cite the above - referenced tracking number.
Sincerely,
ill �- -M -
Ramona M. Bartos
cc: State Clearinghouse
I- ocaown. 109 [Weigh N(: 271A11 Mailing Address• 4617 Maul Service C:entrr, lWeigh NC 27699 4617 Tekphone /Fax: [phone] -(t5"

t
1
1
1
1
1
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTbIENP OF ADI+lINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: EDGECOMBE K01: WATER SUPPLY SYSTEMS STATE MMMER: 12 -E- 0000 -0177
DATE RECEIVED: 01/30/2012
AGENCY RESPOMSE: 02/27/2012
REVIEW CLOSED: 03/01/2012
MS CAROLYN PENNY
CLEARINGHOUSE COORDINATOR
CC &PS - DIV OF EMERGENCY MANAGEMENT
try 7f
FLOODPLAIN MANAGEMENT PROGRAM
MSC # 4719
F 's t o
WA
RALEIGH NC �..a . %4
REVIEI4 DISTRIBDTION
CC &PS - DIV OF EMERGENCY MANAGEMENT ��1� %•` `"�'� '
DENR LEGISLATIVE AFFAIRS'��
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
r
UPPER COASTAL PLAIN COG
PROJECT INFORMATION
APPLICANT: Edgecombe Water and Sewer District No. 5
TYPE: National Environmental Policy Act
Scoping
DESC: Project consists of approx 20,700 LF of 8 inch gravity sewer with 70 manholes; 2
wastewater pump stations with standby power, 11,700 LF of 6 inch force main, and
4 inch service laterals.
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699 -1301.
If additional review time is needed, please contact this office at (919)807 -2425.
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: 11 NO COMMENT [—] COMMENTS ATTACHED
SIGNED BY:
DATE:

North Carolina Department of Public Safety
Emergency Management
' Geospatial and Technology Management Office
Beverly Naves Perdue, Governor H. Douglas Hoell, Jr„ Director
S• Secretary
t Reuben F. Young,
r�J
February 10, 2012
State Clearinghouse ' ,B 2"f4z
N.C. Department of Administration � _•' �;�-�i� r.��
1301 Mail Service Center
Raleigh, North Carolina 27699 -1301
' Subject: Intergovernmental Review State Number: 12 -E- 0000 -0177
Edgecombe County Water and Sewer District No. 5 '•h4���
As requested by the North Carolina State Clearinghouse, the North Carolina Department of
Crime Control and Public Safety Division of Emergency Management Office of Geospatial and
Technology Management (GTM) reviewed the proposed project listed above and offer the
Wowing comments:
' 1) Edgecombe County participates In the National Flood Insurance Program (NFIP) and
enforces a Flood Damage Prevention Ordinance. Any grading, fill or placement of
equipment or materials in any Special mood Hazard Area (SFHA) of Swift Creek will
need a floodplain development permit Issued by Edgecombe County.
2) Swift Creek has a designated Floodway. If there is any encroachment proposed into
the Floodway of Swift Creek, approval of either a no -rise study with a no -rise
' certification for projects that do not Increase base flood elevation, or for projects that
result in an increase in base flood elevations the approval of a Conditional Letter of
Map Revision, will be required prior to construction.
' 3) All structures and utilities should be protected to the regulatory flood protection
elevation as described in the Edgecombe County Floodplain Regulations and 44 CFR
60.3.
' Thank you for your cooperation and consideration. If you have any questions concerning
the above comments, please contact Dan Brubaker, P.E., CFM, the NC NFIP Engineer at
(919) 715 -5711, by email at dbrubakerOncem.orn or at the address shown on the footer of
this documents.
' Sincerely,
'
Jnh W. Ashe, P.E., CFM
Assistant Director
Geospatial and Technology Management Office
' cc: John Gerber, NFIP State Coordinator
Dan Brubaker, NFIP Engineer
MAILING ADDRESS: " ' '».,,. OFFICE LOCATION:
4719 Mad Service Center t Pad 1812 Tillery Plato, Suite 105
Raleigh NC 27699 -471 Raleigh, NC 27604
www.ncfloodmaps.com ° °' ""sir!' "° •'� Telephonic: (919) 713 -3711
www.ncem.org Fax: [phone]
An Equal 0ppod&WJWA#1h mVw Aedwl EmpbW

United States Department of the Interior
Slade Harvin
The Wooten Company
301 West 14`h Street
Greenville, NC 27834
FISH AND WILDLIFE SERVICE LFEB
Raleigh Field Office , ,.,
Post Office Box 33726 2 I_
Raleigh. North Carolina 27636 -3726 TEN COMF
GRFP:or: 4U
February 16, 2412 OFFN
Re: Fdgecomhe Water & Sewer District No. 5 Sanitary Sewer improvements
Dear Mr. Harvin:
This letter is to inform you that a list of all federally- protected endangered and threatened species
with known occurrences in North Carolina is now available on the U.S. Fish and Wildlife
Service's (Service) web page at http: / /www.fws.gov /raleigh. Therefore, if you have projects that
occur within the Raleigh Field Office's area of responsibility (see attached county list), you no
longer need to contact the Raleigh Field Office for a list of federally- protected species.
1
Our web page contains a complete and frequently updated list of all endangered and threatened
'
species protected by the provisions of the Endangered Species Act of 1973, as amended (16
U.S.C. 1531 et seq.)(Act), and a list of federal species of concern' that are known to occur in
each county in North Carolina.
Section 7 of the Act requires that all federal agencies (or their designated non - federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally - listed endangered or threatened species. A biological assessment or evaluation may be
p%pared to fulfill that requirt'mt -nt and in determining whether additional consultation with the
'
Service is necessary. In addition to the federally- protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http: / /www.fws.gov /raleigh. Please check the
'
web site often for updated information or changes.
i
The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
'
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
;pecies. However. we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern_
1

i
If your project contains suitable habitat for any of the federally- listed species known to be
' present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
' Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
' to adversely affect) a federally - protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
' before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
' Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above - referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally- listed endangered or threatened species, their
' formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
' is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
' on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
' measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
' site and any nearby down - gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
' The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http: / /www.fws.gov /raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
' We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
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We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
' (919) 856 -4520 ext. 26.
Sincerely,
1
t Pet enjamin
Field Supervisor
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List of Counties in the Service's Raleigh Field Office Area of Responsibility
Alamance
Beaufort
Bertie
Bladen
Brunswick
Camden
Carteret
Caswell
Chatham
Chowan
Columbus
Craven
Cumberland
Currituck
Dare
Duplin
Durham
Edgecombe
Franklin
Gates
Granville
Greene
Guilford
Halifax
Harnett
Hertford
Hoke
Hyde
Johnston
Jones
Lee
Lenoir
Martin
Montgomery
Moore
Nash
New Hanover
Northampton
Onslow
Orange
Pamlico
Pasquotank
Pender
4
Perquimans
Person
Pitt
Randolph
Richmond
Robeson
Rockingham
Sampson
Scotland
Tyrrell
Vance
Wake
Warren
Washington
Wayne
Wilson