20110072 Ver 1_More Info Received_20110829

August 23, 2011
1 US Army Corps of Engineers, Wilmington District, Regulatory Division
69 Darlington Ave.
Wilmington, NC 28403
REVISED PCN APPLICATION-
North Carolina Division of Water Quality ORIGINAL SUBMITTED
401 Wetlands Unit JANUARY 13, 2011
' 1650 Mail Service Center
Raleigh, NC 27699-1650
' Re: Pre-Construction Notification (modified 8/23/2011)
Forest Hills Drive - Drainage Improvements
City of Fayetteville, North Carolina - Cumberland County
' DWQ Project DWQ 11-0072, JEC Project No. 10-158-12
To Whom It May Concern:
' This submittal is a modified Pre-Construction Notification (PCN) application for maintenance and stream
restoration/relocation of an existing storm drainage system at Forest Hills Drive in Fayetteville. The original
' submittal is identified by the North Carolina Division of Water Quality (DWQ) as DWQ 11-0072, dated
January 13, 2011, which was submitted for maintenance replacement of approximately 266 if of existing
culvert system. A review fee of $570 was included with the initial submittal. The project subsequently was
placed on hold with DWQ while the City obtained property necessary to perform a stream relocation for a
' portion of the stormwater drainage system. The modified design of improvements to the drainage system will
result in removing approximately 200 if of corrugated metal arch culvert, replacing it with a stream channel
and replacing 661f of 3 x 36" reinforced concrete pipe (RCP) culvert with a double barrel concrete box culvert
' and dissipater/stilling basin.
All construction associated with the project will be contained within the right-of-way and/or within designated
' easements and temporary construction easements. Please find enclosed the following information and data for
this project:
1. PCN Application forms (12 pp.), (modified)
2. Exhibit #1 -Project Location Map
3. Exhibit #2 - Cumberland County Soils Map showing project location o (? D
4. Drawing #3.0 - Existing Site Plan L?
' 5. Drawing #4.0 - Demolition Plan (modified)
6. Drawing #5.0 - Culverts-Stream Layout Plan(modified) A U G 2 -3 2011
7. Drawing #5.1 - Box Culvert Layout Plan(modified)
8. Drawing #5.2 - Box Culvert/Basin/Slab Layout DENR - WATER Y
g (modified) WETLANDS AND D STOR STORMWATERATER BRANCH
' 9. Drawing #5.5 - Culvert Stream Plan & Profile (modified)
10. Drawing #6.0 - Grading & Utilities at Road Culvert
11. Drawing #6.1 - Grading Stream Plan (new)
' 12. Drawing #7.0 - Stream Layout Plan(new)
13. Drawing #7.1 - Stream Planting Plan(new)
14. Drawing #7.2 - Stream Details(new)
' 15. Drawing #8.0 - Erosion Control Plan (modified)
16. Drawing #8.1 - Erosion Control Details-1
17. Drawing #8.2 - Erosion Control Details-2
' 18. Five (5) revised copies to DWQ ($570 review fee already submitted), one (1) revised copy to USACE
' JEWELL Engineering Consultants
Forest Hills Drive Drainage Improvements
Pre-Construction Notification
August 23, 2011
Page 2 of 3

The culvert system at 1922 Forest Hills Drive is
significantly under-sized and lacks capacity to meet the City
of Fayetteville's Stormwater Ordinance design ,
requirements. This project includes removal of the existing
;,? •>
culvert system consisting of three 36-inch RCP's under
Forest Hills Drive, the downstream concrete junction box, a 4
64-inch x 52-inch corrugated metal pipe arch (CMPA) and
, `IIyy'
u17,
upstream and downstream concrete/stone headwalls. The
project is located in a well established residential area.
The existing system will be replaced with 90' of double "`--
barrel 12'S x 3'R concrete box culvert under Forest Hills
Drive with cast-in-place structural headwalls at the upstream and downstream ends of the box culvert and
dissipater/stilling basin. A relocated/restored stream Upstream Headwall
channel will start at the dissipater/stilling basin outlet weir with (3) x 36-inch RCPs
and will tie in to the existing downstream channel. The
City is currently acquiring the property at 1918 Forest Hills Drive which will provide adequate area to
construct the stream channel. No stream or buffer mitigation is required, but 30' stream buffers are outlined on
the proposed plans which will be stabilized with grass. The system is located within the Forest Hills Drive
right-of-way and storm drainage easements at 1922 and 1921 Forest Hills Drive.
The replacement system is slightly longer than the existing drainage system, with a wider footprint and slight
location adjustment. The existing culvert system is constrained vertically by existing sewer and water lines
beneath the culvert and existing ground and pavement elements above the culvert. The proposed concrete box
culvert at Forest Hills Drive must cross over a 12-inch cast iron water main which will be depressed to a lower
elevation to allow the culvert installation and maintain the required clearance between the utility and the
culvert crossing. A portion of the existing sanitary system will be relocated horizontally away from the
proposed culvert while maintaining minimum horizontal clearances between the 8-inch sanitary line and the
proposed culvert. This revised solution eliminates the 8-inch sanitary crossing under the culvert.
Due to the numerous constraints (vertical and horizontal), the two barrel culvert system will be placed at the
existing upstream and downstream inverts rather than
one barrel being placed one-foot beneath the bed of the
stream and the other barrel at flood plain elevation. It is F,xisting piped system
not possible to install the culvert system with one barrel
placed at flood plain elevation above the stream bed, due
to the existing road pavement elevation and also -
maintain the hydraulic design required by the City of
Fayetteville Stormwater Ordinance. Wing walls are to
be installed on both inlet and outlet ends of the proposed culvert with a riprap dissipater/stilling basin at the .,
downstream outlet connecting the box culvert portion of
the system to the relocated and restored stream channel.
Proposed culvert and open
The entire proposed drainage system is composed of channel system location ;
approximately 90 if of double barrel concrete culvert
with dissipater/stilling basin and 249.5 If of restored stream channel measured along the centerline of the
culvert and the stream.
JEWELL Engineering Consultants, PC
Forest Hills Drive
Forest Hills Drive Drainage Improvements
Pre-Construction Notification
August 23, 2011
Page 3 of 3
The proposed open channel length is designed with sinuosity to enable the channel to cross an existing 21-inch
concrete sanitary pipe as close to 90 degrees as possible in order to comply with the requirement by the City's
Public Works standards for a sanitary crossing at a stream.
The culvert will discharge into an energy dissipater/stilling basin that will outlet to a proposed stream channel
p that connects to the downstream unnamed tributary to Little
Cross Creek. A sanitary sewer manhole is visible in the
i photograph just to the left of the existing outlet headwall. It
Sanitary Manhole` is connected to a downstream manhole with an existing 21-
,? inch concrete pipe that will be approximately 3 '/2 feet to 4
feet beneath the proposed stream bed channel.
A permanent "ford" stream crossing will be installed in the
sanitary easement on the upstream side of the 21-inch
concrete sewer pipe to allow maintenance vehicles to travel
the sanitary easement as needed occasionally for
maintenance. A grade control structure with vanes will be
installed in the relocated stream channel downstream of the
ford and the 21-inch sewer pipe to stabilize the channel and
prevent scouring at the existing 21-inch sewer pipe.
The Geotechnical report indicates that groundwater is approximately three (3) feet to six (6) feet below the
ground surface and suggests that dewatering is needed to excavate and install the box culvert properly.
This revised solution will provide an improved drainage system which will also enhance the aquatic
environment and provide opportunity for improved water quality at this location. The stream restoration is not
required for any type of mitigation, but is being performed by the City as a cost effective solution with good
environmental impacts while improving the Forest Hills Drive stormwater drainage system.
If you have any questions or need additional information, please feel free to contact me or Betty Farr at 336-
996-9974.
\A C, A, %
Sincerely yours, pQ'. FESSio ?
JEWELL Engineering Consultants, PC a 2.°Q° '?y' ; y
SEAL '
O 11934 c
r /bG1NE??'' r
C. Douglas J ell,, President ??AS
C: Mary DePina, EI, Engineering and Infrastructure, City of Fayetteville (w/ enclosures)
JEWELL Engineering Consultants, PC
Downstream Headwall
at 64"S x 52"R-inch CMPA
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
® Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3, 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Forest Hills Drive Drainage Improvements
2b. County: Cumberland
2c. Nearest municipality / town: City of Fayetteville
2d. Subdivision name: Greenwood Homes
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: City of Fayetteville & Easements
3b. Deed Book and Page No. DB 8660 PGs 860-861; D13971, PG185; DB1099 PG443; PB 24 PG 69;
3c. Responsible Party (for LLC if
applicable): Mary DePina, El
3d. Street address: 433 Hay Street
3e. City, state, zip: Fayetteville, NC 28301-5537
3f. Telephone no.: 910 433-1301
3g. Fax no.: 910 354-5171
3h. Email address: [e-mail]
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: C. Douglas Jewell, PE
5b. Business name
(if applicable): JEWELL Engineering Consultants, PC
5c. Street address: 311 South Main Street, (mailing address: P.O. Box 2294)
5d. City, state, zip: Kernersville, NC 27284 (mailing zip code: 27285-2294)
5e. Telephone no.: 336 996-9974 ext 101
5f. Fax no.: 336 996-9976
5g. Email address: [e-mail]
Page 2 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): tax PIN # 0428-35-9444
1 b. Site coordinates (in decimal degrees): Latitude: 35.08349 Longitude: - 78.92039
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little Cross Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Cape Fear
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:
General land use in the Greenwood Homes, Section 5, Subdivision is low to medium density residential single family
detached dwellings.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Total existing piped stream length is 266 If (CL of culvert)
3d. Explain the purpose of the proposed project:
The purpose of this project is to replace an undersized culvert.
3e. Describe the overall project in detail, including the type of equipment to be used:
Existing (3) 36" RCP culvert under Forest Hills Drive will be removed and replaced with a double barrel 12'Sx3'R concrete
box culvert and the existing single 52"Rx66"S CMP will be removed and replaced with a restored stream channel.
Trackhoe, crane and grading equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes No ? Unknown
project (including all prior phases) in the past?
Comments:
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.
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ? No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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) (if known) DWQ - non-404, other) (acres)
or Temporary
T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? PEI T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
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 Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream width length
Permanent (P) intermittent DWQ - non-404, (feet) (linear feet)
or Temporary (INT)? other)
(T)
Pump around for
culvert
S1 ? P ®T installation,
sewer relocation LIT to Little Cross
Creek ® PER
? INT ® Corps
? DWQ 20'(entrance)' 375'(piped)
& new stream
channel
S2 ? P ®T Removal of 64" LIT to Little Cross ® PER ® Corps
12' (outlet) 200'(piped &
CMAP & fill Creek ? INT ?DWQ 81' channel)
S3 ®P ? T Culvert LIT to Little Cross ® PER ® Corps 12' (base 90' (culvert
replacement Creek ? INT ? DWQ stream flow) w/Dissipator)
S4 ® P ? T Relocate Stream LIT to Little Cross ® PER ? Corps 16' 2491f
Channel Creek ? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 375 If(pump
around)
3i. Comments: Removal of 66 If 3x36" RCP replaced with 90' of double 12s x 3r box culvert with dissipator and removal of 64"
CMAP with replacement of 249' of relocated stream channel at Forest Hills Drive at un-named tributary draining to Little Cross
Creek. Total existing stream length removed or replaced is 3461f, total proposed stream length from culvert entrance to
downstream channel tie in is 339 If.
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version

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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.
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 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
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:
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Temporary impact required?
T
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ? PEI T ? Yes
? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Use of pump around systems for sanitary and storm drainage demolition and construction, work to be done in phases to
reduce the amount of disturbance required at any one time. Design for concrete culvert in road will minimize construction
activity and size of equipment needed for work.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Concrete culverts to be installed at road with crane. Stream restoration channel minimized by use of lighter vehicles and
equipment (rubber tired) during construction.
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): ? DWO ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
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 Quantity
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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: ? 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 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).
6h. Comments:
Page 9 of 12
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?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: ? Yes ? No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? No change %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No development or increase in
impervious surface is associated with this activity.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? 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? City of Fayetteville
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
apply (check all that apply): ? USMP
? 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

4a. Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
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 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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 ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after-the-fact permit application? ? 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.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 11 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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?
5c. If yes, indicate the USFWS Field Office you have contacted. El Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Web site by USFWS for listing of any endangered species in this location
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?
South Atlantic Fishery Management Council Website
South Atlantic Habitat and EcoSystem IMS (Interactive map on web)
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?
NC State of Historic Preservation Office
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? FEYes ? No
8b. If yes, explain how project meets FEMA requirements: Not working in the Floodway, work to be performed in the
backwater of Little Cross Creek, purpose of project is to increase the flow capacity of the stream system and restore a
portion of piped stream to open channel. City of Fayetteville Floodplain Administrator was contacted for required permit.
8c. What source(s) did you use to make the floodplain determination? FIRM Map Number 3720042800J, dated January 5,
2007

Mary DePina

Applicant/Agent's Printed Name , Applican gent's Signature Date
(Agent's signature is valid on if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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