20130536 Ver 1_401 Application_20130520

v, MCKIM &CREED
Venture IV Building, Suite 500
1730 V.—ity Drive
May 17, 2013
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M &C 0592 -0047
Rob Ridings
Transportation Permitting Unit (DOT Divisions 4 -5)
Wetlands & Stormwater Branch
NC Division of Water Quality
1650 Mail Service Center 2 0 1 3 0 5 3 6
Raleigh, NC 27699
RE: Pre - Construction Notification Form
Auburn - Knightdale Road Force Main Relocation
Raleigh, Wake County, North Carolina
Dear Mr. Ridings:
McKim & Creed, Inc., on behalf of the City of Raleigh, is submitting the attached
Pre - Construction Notification (PCN) form for your review and approval. As
previously discussed, this project involves the relocation of an existing City of
Raleigh Public Utlities Department ( CORPUD) sanitary sewer force main from
NCDOT Bridge No. 237 on Auburn - Knightdale Road (SR 2555) as part of
NCDOT Bridge Replacement Project No. 17BP.5.R.39. The following provides
additional detail on the purpose and need of this project as requested in our
meeting on January 10, 2013.
CORPUD currently owns and operates at 12 -inch steel force main attached to the
eastern side of NCDOT Bridge No. 237. CORPUD was contacted by NCDOT,
and its Design -Build Contractor, ST Wooten and Wetherill Engineering, to
provide for the relocation of the force main due to the future complete
replacement of the bridge. The design build contractor requires the force main
be relocated prior to the demolition of the bridge structure. The force main
cannot be shut down for extended time periods without serious disruption of
service to customers and cannot be bypassed.
Raleigh, NC 27606 NCDOT and its consultants are currently completing permitting for the bridge
replacement project. Due to the requirement that the force main project be
designed and constructed prior to initiation of the bridge replacement project,
019,233.80Q1 DWQ and USACE have instructed McKim & Creed to submit the force main
replacement project for permitting separately.
Fax 910,233.8031
w... w,mc4imcreed.com
4 `

Pre- Constnicthon Notification Form
Auburn- Knightdale Road Force Main Relocation
Page 2 of 2
The proposed project will involve the replacement of approximately 430 feet of
existing 16 -inch PVC force main and 400 feet of 12 -inch steel force main. The
newly constructed force main will be installed by open cut techniques on the
northwest side of the bridge within a newly acquired City of Raleigh permanent
utility easement. Tie -ins to the existing 16 -inch force main will be made on either
side of the river via tapping sleeves and valves within the NCDOT right -of -way
to maintain sewer service to customers throughout construction.
The new force main will cross the Neuse River by open cut utilizing a phased
diversion of river flow. Limits of disturbance (LOD) within the river and banks
are indicated on the plans. Sixty (60) feet wide corridor has been identified for
disturbance of the river for the open cut installation of the pipe. The means and
methods for diverting flow will be selected by the contractor based upon river
flow conditions as they exist at the time of construction. Potential techniques
could include sheet pile cofferdam and Port -a -dam installations. For Port -a -dam
installations, an additional 45 feet will be required on either side of the 60 feet
LOD for the installation of the dam curtain. Installation of the curtain may
require removal of debris, fallen trees, and loose rock from the surface of the
river bottom. It may also require the temporary installation of rip rap to level
and stabilize the structural frame for the portable dam.
The construction will also require 105 feet wide LOD within the bank and stream
buffer for temporary construction access to the river. Impact to the stream bank
will be restored with Class II rip rap per the detail shown in the drawings. A ten
(10) foot wide permanent maintenance corridor centered on the new force main
is shown within thes stream buffer zones.
Please contact me at 919 - 233 -8091 or blatino @mckimcreed.com if you have any
questions. Your prompt response to this permit request is greately appreciated.
Sincerely,
McKIM & CREED, Inc.
Ben R. Latino, Jr., P.E.
Project Manager
Enclosures
Cc: Mr. Eric Alsmeyer - USACE
Ms. Shari Bryant - NCWRC
Mr. Chris Murray - NCDOT
Mr. John Sorrell - CORPUD
Ae� McIQM&CREED

Attachment 1
Agent Authorization Letter

1730
Pole,ph HC 17606
91v 237 8 1714 i
F— 919 2s3 8113t
Mq<IlVIUSCREED
Aprif 1, 2013
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
RE: USACE Agent Authorization Letter
Auburn- Knightdale Road Force Main Relocation
Raleigh, Wake County, North Carolina
To Whom It May Concern:
ENGI III EIP,S
5 U R V F Y O R 5
P L A H N E R 5
M &C 0592 -0047
The undersigned hereby authorizes McKim & Creed, Inc, to proceed on behalf of
our client, the City of Raleigh Public Utilities Department, as the agent for
consulting and permitting issues related to the submittal of the Pre- Constriction
Notification for the above referenced site. This agent authorization letter
supersedes all previous agent authorizations.
Sincerely,
McKIM & CREED, Inc.
Ben �Laai)o, jr. , P.E.
Project Manager
Signature:
2nd Signature
�7
(optional):
Printed name:
rrel
Printed Name:
Organization
City of Raleigh
Organization
Mailing Address:
Public Utilities
Mailing Address:
Adman.
P.O. Box 590
Rff(19 leigh, NC 27602
Phone No.:
) 996 -3485
Phone No.:

Attachment 2
PCN Submittal Checklist

Version 1.4
January 9, 2009
401 Oversight /Express Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Quality"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development /layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
( http : / /h2o.enr.state.nc.us /su /bmp forms.htm) along with all required
items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
http:// h2o. enr .state.nc.us /su /bmp_forms.htm).
❑ DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar - Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and /or soil survey map sheets can be obtained from the local NRCS
County Office (http: / /www.nc.nres.usda.gov /). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre - construction /Pre- existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1 ":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non - jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
❑ Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non - erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -vr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non - jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non - jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

Attachment 3
Application Fee

2
3
a
REMITTANCE ADVICE
MCKIM & CREED, INC. QL ()r Ii 66- 112 -531
1730 VARSITY DRIVE, SUITE 600
RA6EIGH, NC 27606 118 5 5
P'H:919- 233 -8091
5 4 3 JCn eft. •J- W .•MS
PAY^ vii 1� �� Ct.A nO/I � OLLARS AMOUNT 8
a°...
DATE TO THE ORDER OF DESCRIPTION CHECK NO.
5 ,1� It � 1 510 .
lu7LXl �aw"K -
NORTH CAROLINA -- }}- _— �—�—�� t �
111000 1 18 5 5u' ':05310112W:0005211525322u'
I

Attachment 4
Pre - Construction Notification (PCN) Form

W A 77! 9q
C3 <
Office Use Only:
Corps action ID no
DWQ project no.
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
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?
❑X Yes ❑ No
1 d. 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 ❑X Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑X Yes ❑ 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
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Auburn - Knightdale Road Force Main Relocation
2b. County:
Wake
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
17BP.5.R.39
3. Owner Information
3a. Name(s) on Recorded Deed:
City of Raleigh Public Utilities Department
3b. Deed Book and Page No.
BM 2013, Pg 549
3c. Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
One Exchange Plaza, Suite 620, P.O. Box 590
3e. City, state, zip:
Raleigh, NC 27602
3f. Telephone no.:
919 - 996 -4540
3g. Fax no.:
919 - 857 -4545
3h. Email address:
john.sorrell @raleighnc.gov
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Q Agent ❑ Other, specify:
4b. Name:
Ben R. Latino, Jr., PE
4c. Business name
(if applicable):
McKim & Creed, Inc.
4d. Street address:
1730 Varsity Drive, Suite 500
4e. City, state, zip:
Raleigh, NC 27606
4f. Telephone no.:
919- 233 -8091
4g. Fax no.:
919 - 233 -8031
4h. Email address:
blatino @mckimcreed.com
S. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Not Applicable
1 b. Site coordinates (in decimal degrees):
Latitude: Longitude:
1c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Neuse River
2b. Water Quality Classification of nearest receiving water:
WS -V, NSW, 303 (d)
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:
Corridor is currently wooded, area adjacent to SR 2555 (Aubum- Knightdale Road) and NCDOT Bridge #237 over the Neuse River. Portion of project
area is currently being developed as construction access and a public greenway trail.
3b. List the total estimated acreage of all existing wetlands on the property: 0
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:
Relocate existing 12" force main attached to NCDOT Bridge #237 with the replacement 12" and16" force main installed across Neuse River via open
cut installation in a new 30' wide permanent utility easement. See attached cover letter for additional information on purpose and scope of project.
3e. Describe the overall project in detail, including the type of equipment to be used:
New force main to be installed via open cut using typical excavators and earth moving equipment to excavate trenches. River crossing to be installed
using two phased approach and temporary dam equipment to allow for partial diversion of river flow and trenching of river bed Rock ripping and
blastinq may be required during construction.
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?
❑X Yes ❑ No ❑ Unknown
Comments: Part of NCDOT Bridge Project
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): NCDOT/ Froehling and Robertson, Inc. (F8R)
Agency /Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Determinations for the bridge project provided with NCDOT submittal. Portion of sewer easement located outside of bridge project was evaluated by
F8R (See attached report). No jurisdictional features were determined by David Shaeffer of USACE on 4/12/2013.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Force main installation will be completed in one phase. Bridge replacement project may be completed concurrently or following force main completion
depending on NCDOT schedule.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries X❑ 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 impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (I NT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 T
Temporary Const. Area
Neuse
-
Corps
130
150
S2 P
Streambank Restoration
Neuse
-
Corps
130
105
S3
S4
S5
S6
3h. Total stream and tributary impacts
255
3i. Comments:
The temporary impact (S1) is for the clearing, grading, and temporary construction areas needed to install the new force main via open cut and the
excavation of the trenches. Temporary impact includes area within the river necessary for installation of Portadam curtain, if necessary, which may
require removal of debris in the river. The permanent impact (S2) consist of the installation of rip rap from the top of bank to the stream bed. The
average width of rip rap for the eastern bank is +/ -105 and the average width of rip rap for the western bank is +/ -105.
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 indivi 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
02
03
04
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
P2
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X 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 P
Utility maintenance corridor
Neuse
No
620
400
B2 T
Construction
Neuse
No
5,900
3,970
B3
B4
B5
B6
6h. Total Buffer Impacts:
6,520
4,370
6i. Comments:
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 project.
Location of the proposed force main relocation was chosen to eliminate potential impacts to a tributary stream located on the southeast side of Bridge
No. 237 and minimize the potential construction areas needed due to steep river bank slopes.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Alternate construction techniques were evaluated during design, such as horizontal directional drilling, bore and jack, and microtunnelling. These
technologies were not selected due to several site specific constraints.
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 ❑X 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
El 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:
Type:
Type:
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:
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 Q 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).
Initial discussions of project with DWQ have indicated that buffer mitigation will not be required for this project.
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ 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.
Not
applicable.
❑ Yes Q No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑x No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
No
impervious areas as part of project.
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?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
wake County
❑ Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
[]Session Law 2006 -246
[]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes' ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state/local) funds or the
Yes
❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑X 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:
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 Wader 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
0 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.
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.
Existing City of Raleigh Public Utilities Department force main. No additional wastewater generated as part of tis project. Force
main transmits
wastewater to the Neuse River WWTP.
I
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Evaluation completed by NCDOT as part of bridge replacement project 176P.5.R.39.
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?
Evaluation completed by NCDOT as part of bridge replacement protect 17BP.5 R.39
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 Q 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?
Evaluation completed by NCDOT as part of bridge replacement project 178P.5 R.39.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
Q Yes ❑ No
8b If yes, explain how project meets FEMA requirements:
Underground construction of force main. No above ground appurtenances within floodway or floodplain.
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Maps
Ben R. Latino, Jr.
-
05 -17 -2013
A0 nUAgent's Signa re
Applicant /Agent's Printed Name
Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

Attachment 5
USGS Topographic Map

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Attachment 6
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Soil Map —Wake County, North Carolina
Map Unit Legend
Auburn - Knightdale Rd - Neuse River Crossing
Wake County, North Carolina (NC183)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
AfB
Altavista fine sandy loam, 0 to 6 percent
slopes, rarely flooded
1.2
5.1%
ApB
Appling sandy loam, 2 to 6 percent slopes
0.2
0.9%
ApC2
Appling sandy loam, 6 to 10 percent slopes,
moderately eroded
2.8
11.4%
CoA
Congaree fine sandy loam, 0 to 2 percent
slopes, frequently flooded
8.6
35.6%
W
Water
3.1
13.0%
WkE
Wake - Wateree complex, 10 to 25 percent
slopes, very rocky
4.3
17.8%
WmE
Wedowee sandy loam, 15 to 25 percent slopes
3.9
16.3%
Totals for Area of Interest
24.1
100.0%
SDA Natural Resources Web Soil Survey 2/27/2013
� Conservation Service National Cooperative Soil Survey Page 3 of 3

Attachment 7
Wetlands — No jurisdictional Features Report

I N C F FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
X 310 Hubert Street
Raleigh, North Carolina 27603 -2302 1 USA
�C A
T 919.828.34411 F 919.582 -0304
1 8 8 1 NC Engineering License # F -0266
March 13, 2013
Revised April 16, 2013
Mr. Ben R. Latino, Jr., PE
Project Manager
McKim and Creed PA
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Re: No Jurisdictional Features Report
Auburn - Knightdale Road Bridge
Raleigh, Wake County North Carolina
F &R Project No.: 66P -0224E
Property Description:
Size (acres): Two acres Nearest Town: Raleigh, NC
Nearest Waterway: Neuse River River Basin: Neuse
USGS HUC: 03020201 Coordinates: Lat 35.7283 / Long - 78.5125
Location: The project site consists of an approximate 150 foot by 600 foot
wooded area within a proposed sewer easement. The site is
located on the east bank of the Neuse River along the northwest
side of Auburn - Knightdale Road Bridge.
Dear Mr. Latino:
Froehling & Robertson, Inc., (F &R) presents herein the results of the potential wetland
determination conducted at the above - referenced property. Based on F &R's information
review, on -site observations, and an on -site meeting with Mr. David L. Shaeffer, with the U.S.
Army Corps of Engineers, jurisdictional features are not located on the project site.
PROJECT INFORMATION
This report describes the activities and findings associated with the completion of a preliminary
wetland determination for the above - referenced property. The Auburn - Knightdale Road Force
Main relocation project is being conducted to replace the existing 12 -inch sanitary sewer force
main currently attached to the south side of the NCDOT Bridge No. 237 with the underground
installation of a new force main North of the bridge. The force main removal is due to the
replacement of NCDOT Bridge No. 237 as part of NCDOT project number 17BP.5.R.39 currently
under design.
HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
"A Minority -Owned Business"

Areas adjacent to the existing bridge have reportedly been assessed for wetlands by others as
part of the NCDOT Bridge project. DWQ and USACE have been contacted by others concerning
the status of these evaluations and reportedly no wetlands were determined in these areas as
part of the NCDOT Bridge project. The scope of this wetlands determination was to evaluate an
approximate 150 foot by 600 foot proposed force main relocation corridor north of Auburn -
Knightdale Road that may not have been completely assessed as part of the NCDOT project.
SCOPE OF WORK
F &R reviewed applicable information sources to identify areas on the project site that could be
considered "Waters of the US" (i.e., wetland, stream, and open water features) and subject to
jurisdiction by Environmental Protection Agency (EPA), United States Army Corps of Engineers
( USACE) and /or North Carolina Division of Water Quality (NCDWQ). On -site identification of
wetlands was performed in general accordance with the 1987 Corps of Engineers Wetlands
Delineation Manual and subsequent COE clarification memorandums. On -site identification of
streams was performed in general accordance with the USACE Stream Quality Assessment
Worksheet and the NC -DWQ Identification Methods of the Origins of Intermittent and
Perennial Streams.
INFORMATION REVIEW
F &R reviewed the following resources prior to visiting the project site: United States Geological
Survey (USGS) 1:24,000 -scale topographic map, Natural Resource Conservation Service (NRCS)
Soil Survey, National Wetland Inventory (NWI), and aerial photographs (NWI). Please see
Figures 1 -3 in Attachments for copies of relevant portions of the above - referenced maps.
Streams or wetlands are not depicted on the Project Site in the maps reviewed.
ON -SITE OBSERVATIONS
Mr. Christopher Burkhardt of F &R performed a site visit on February 28, 2013. The project site
currently consists of wooded land. Based on F &R's on -site observations and the results of the
USACE Data form, there are no jurisdictional features on the project site. However; due to the
presence of an off -site wetland in proximity to the northeast corner of the site, F &R contacted
Mr. David L. Shaeffer, with the U.S. Army Corps of Engineers for confirmation that jurisdiction
features are not located on the project site.
F &R met with Mr. Shaeffer on Friday April 12, 2013 to walk the site and observe surface
features. Mr. Shaeffer concurred that jurisdictional features were not observed on the project
site.
Auburn - Knightdale Road March 13, 2013; Revised April 16, 2013
Raleigh, Wake County, North Carolina F &R Project No. 66P -0224

LIMITATIONS
This report has been prepared for the exclusive use of McKim and Creed (Client) and the City of
Raleigh for this specific project. These services have been provided in accordance with generally
accepted environmental practices. No other warranty, expressed, or implied, is made. Our
observations were based upon conditions readily visible at the site at the time of our visit. If
additional information becomes available which may effect our conclusions and
recommendations, we request the opportunity to review the information, and reserve the right
to modify our report, as warranted. Please do not hesitate to contact us if you have any
questions or comments.
Respectfully Submitted,
FROEHLING & ROBERTSON, INC.
Christopher J. Burkhardt
Senior Environmental Professional
Attachments:
Figure 1: USGS Topo
Figure 2: Soil Survey Map
Figure 3: National Wetlands Inventory
USACE Upland Data Form
Site Photos
Agent Authorization Form
Auburn- Knightdole Road March 13, 2013; Revised April 16, 2013
Raleigh, Wake County, North Carolina F&R Project No. 66P -0224

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WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
ProjecUSite: ( &rat City /County /4)42'��l /� r���. Sampling Date:
Applicant/Owner 6,
L f 17a I '/ ' c L a State: �C . Sampling Point.
Investigator(s): iC �[ Section, Township, Range: /Z
Landform (hillslope, terrace, etc.): K? �' a 1 Local relief (`(Oncave, convex, none): Slope
3
Subregion (LRR or MLRA): Lat 35 7�� 3 l Long: 70 . S�o2� Datum:
Sod Map Unit Name �^ A A ✓' rivet S�:n 1 �0/' m NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? rut (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
Hydric Soil Present? Yes
Wetland Hydrology Present? Yes
Remarks:
HYDROLOGY
ndicators:
No Is the Sampled Area
No within a Wetland? Yes No X
No
Primary Indicators (minimum of one is required check all that aooly)
_ Surface Soil Cracks (136)
_ Surface Water (A1)
_ True Aquatic Plants (B14)
Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (610)
_
_ Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (85) _ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (87) _ Shallow Aquitard (D3)
_ Water - Stained Leaves (69) _ Microtopographic Relief (D4)
Aquatic Fauna (B13) _ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Water Table Present? Yes No ✓ Depth (inches):
Saturation Present? Yes No 15-1� Depth (inches):
Describe Recorded Data (stream gauge.
Remarks:
Wetland Hydrology Present? Yes
previous inspections), if available
No.Y--
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: '
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size. I
% Cover
Status
Number of Dominant Species
1
—
That Are OBL, FACW, or FAC: (A)
2 j r
—`�
Total Number of Dominant
3 w f!+'1
_
Species Across All Strata: (B)
4. �. n �(AL h
5. k L.A4 o
✓�
Percent of Dominant Species
That Are OBL, FACW, FAC:
rr L
or _�— (AB)
Prevalence Index worksheet:
7.
Total % Cover of MUIbDly bv:
8.
OBL species x 1 =
= Total Cover
Sapling /Shrub Stratum (Plot size-
)
FACW species x 2 =
-_
FAC species x 3 =
2. a-(in Inlh 1) j
G
FACU species x4=
3
UPL species x 5 =
4
Column Totals: (A) (B)
5
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators:
7
_ 1 -Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
_
3 - Prevalence Index is 53.0'
10.
_
4 - Morphological Adaptations' (Provide supporting
= Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: )
_Problematic Hydrophytic Vegetation (Explain)
1.
'Indicators of hydric soil and wetland hydrology must
2.
3.
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
Tree - Woody plants, excluding vines, 3 in. (7 6 cm) or
6
more in diameter at breast height (DBH), regardless of
7.
height.
8.
Sapling/Shrub -Woody plants, excluding vines, less
9.
than 3 in. DBH and greater than 3.28 It (1 m) tall
10.
Herb -All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall
12.
Woody vine - All woody vines greater than 3-28 ft in
=Total Cover
Woody Vine Stratum (Plot size:
)
1.
2. r— _Y_
3. L
—�-
4.
Hydrophytic
5,
Vegetation Y'
g
Present? Yes No�
/
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet )
��IaNL
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version

SOIL
Sampling Point
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color moist % Color moil % woe' Loc'
�-10-
'Type: C= Concentratior
Hydric Soil Indicators:
_ Histosol(Al)
_ Hislic Epipedon (A2)
_ Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (Al 1)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type.
Depth (inches)'
Texture Remarks..__
aduced Matrix, MS= Masked Sand Grains. 'Location. PL =Pore Lining, M= Matrix.
Indicators for Problematic Hydric Solis'
Dark Surface (S7)
_ 2 cm Muck (Al 0) (MLRA 147)
Polyvalue Below Surface (S8) (MLRA 147. 148)
_ Coast Prairie Redox (A16)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
Depleted Matrix (173)
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Dark Surface (177)
_ Very Shallow Dark Surface (TF12)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
Iron- Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
Piedmont Floodplain Soils IF 19) (MLRA 148)
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes NoA
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version

Wetland Delineation
Auburn - Knightdale Road
City of Raleigh —Wake County, North Carolina
Photo 1: View looking southwest toward the Neuse River from the project site.
Photo 2: General view of the Project site looking northeast from the
Neuse River.

Wetland Delineation
Auburn - Knightdale Road
City of Raleigh —Wake County, North Carolina
Photo 3: General view of the center of the project site.
Photo 4: Typical view of on -site soils.

SINCE
1881
March 13, 2013
FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
United State Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
310 Hubert Street
Raleigh, North Carolina 27603 -2302
T 919.828.34411 F 919.828.5751
NC License #F -0266
Re: USACE Agent Authorization Letter
Auburn - Knightdale Road
Raleigh, Wake County, North Carolina
The undersigned hereby authorizes Froehling & Robertson, Inc. (F &R) to proceed on behalf of the
current property owner(s) as the agent for Waters of the State of United States. Consulting and
permitting issues pertaining to the above referenced project site. This agent authorization letter
supersedes all previous agent authorizations.
Sincerely,
FROEHLING & ROBERTSON, INC.
Christopher J. Burkhardt
Environmental Department Manager
Signature:
(�I
2nd Signature:
optional
Printed Name:
�,�EGL
Printed Name:
Organization:
Organization:
Mailing
WOK 59�
RAi-416# AIG1 a >G(Q
Mailing Address:
Address:
�U�3G1C ILITrC�S �•+trN,
Phone Number:
Tq / l 9 a 7 y�S>
Phone Number:
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business

Attachment 8
Construction Drawings including:
• Vicinity Map
• Site Plan
• Pre- Construction/Pre- Existing Conditions
• Proposed Conditions
• Proposed Impacts
• Stream Impacts

0 North Carolina Wildlife Resources Commission 0
Gordon Myers, Executive Director
MEMORANDUM
TO: Eric Alsmeyer, Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
Rob Ridings, Transportation Permitting Unit
N.C. Division of Water Quality
FROM: Shari L. Bryant, Piedmont Region Coordinator
Habitat Conservation Program
DATE: 29 May 2013
SUBJECT: Pre- Construction Notification for Auburn - Knightdale Road Force Main Relocation, City
of Raleigh, Wake County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject document. Our comments are provided in accordance with provisions of the Clean Water Act of
1977 (as amended), Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661- 667e),
and North Carolina General Statutes (G.S. 113 -131 et seq.).
The applicant proposes to permanently impact 105 linear feet and temporarily impact 150 linear
feet of Neuse River for relocation of an existing sanitary sewer force main. The purpose of the project is
to relocate an existing 12 -inch force main attached to NCDOT Bridge #237. The new force main will be
installed across Neuse River using open cut.
There are records for the federal species of concern and state endangered green floater
(Lasmigona subviridis), and the state threatened triangle floater (Alasmidonta undulata), Roanoke
slabshell (Elliptio roanokensis), Eastern lampmussel (Lampsilis radiata) and creeper (Strophitus
undulatus) in Neuse River. The Significant Natural Heritage Area — Neuse River (Clayton) Forests — is
located along this section of Neuse River. Also, the Neuse River supports spawning runs of blueback
herring (Alosa aestivalis), hickory shad (Alosa mediocris), alewife (Alosa pseudoharengus), American
shad (Alosa sapidissima), and striped bass (Morone saxatilis) and is designated as inland Primary Nursery
Area downstream of Milburnie dam.
Should the permit be issued, we offer the following recommendations to minimize impacts to
aquatic and terrestrial wildlife resources.
Implement an in -water work moratorium from February 15 to September 30 to minimize impacts
to anadromous fish species.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721
Telephone: [phone] • Fax: [phone]

Page 2
29 May 2013
PCN — Auburn- Knightdale Road Force Main
2. Sediment and erosion control measures should adhere to the design standards for sensitive
watersheds (15A NCAC 4B .0124). These measures should be routinely inspected and properly
maintained. Excessive silt and sediment loads can have numerous detrimental effects on aquatic
resources including destruction of spawning habitat, suffocation of eggs, and clogging of gills of
aquatic species.
Thank you for the opportunity to comment on this project. If we can provide further assistance,
please contact our office at (336) 449 -7625 or shari.bryantna,ncwildlife.org.
ec: Travis Wilson, NCWRC

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