20110175 Ver 1_Application_20110222

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STATE OF NORTH CAROLINA
Fly ` ' f??i;. •.
2 ,n f
DEPARTMENT OF TRANSPORTATION ''
BEVERLY EAVES PERDUE
GOVERNOR
U.S. Army Corps of Engineers
Regulatory Field Office
P.O. Box 1000
Washington, NC 27889-1000
February 22, 2011
ATTENTION: Thomas Steffens
NCDOT Coordinator
Dear Sir:
EUGENE A. CONTI, JR.
SECRETARY

Subject: Application for Section 404 Nationwide Permit 23, Section 401 Water
Quality Certification, and Neuse Riparian Buffer Authorization for the
proposed construction of the Neuse River Greenway from Wake/Johnston County
Line to Sam's Branch Creek in Johnston County, TIP EB-4993.
Please find the enclosed PCN form, permit drawings, and half-size plans sheets for the above
referenced project. A Categorical Exclusion (CE) was completed for this project in September
2009, and distributed shortly thereafter. Additional copies will be made available upon request.
The North Carolina Department of Transportation (NCDOT) proposes to construct a 10' wide
greenway along the Neuse River between the Wake/Johnston County Line and Sam's Branch
Creek. The project involves the construction of approximately 3.5 miles of asphalt trail,
including pedestrian bridges over the Neuse River (195-foot) and Marks Creek (100-foot).
There will be 0.16 acres of permanent impact to riparian wetlands resulting from fill, excavation,
and mechanized clearing on this project; as well as 409 linear feet of permanent stream impacts
and 251,256 sq. ft. of riparian buffer impacts.
This is a Design-Build project that will begin construction as soon as permits are approved.
Regulatory approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The
NCDOT requests that these activities be authorized by a Nationwide Permit 23 (72 CFR; 11092-
1198, March 12, 2007)
MAILING ADDRESS:
NC DEPARTMENT OFTRANSF RTAT1ON
TRANSPORTATION PROGRAM MANAGEM ENT
1595 MAIL SERVICE CENTER
RALEIGH NC 27699-1595
TELEPHONE: [phone]
FAX: [phone]
WEBS=
WW VNCDOT.GOV
LOCATION:
CEMURY CENTER COM ME%
ENTRANCE B-1
1020 BIRCH RIDGE DRIVE
RALEIGH NC
10 17 5
02Of % NAT f19.
r
I >_ FES 2 2 ?n11
?? O T
Office Use Only:
Corps action ID no.
DWQ project no. 10-0525
Form Version 1.4 January 2009
Pre-Construction Nott ation PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the

Corps:
®Section 404 Permit C1 Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 23 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 ? Non404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® 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:
? Yes N 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
1g. 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: EB-4993
2b. County: Johnston
2c. Nearest municipality / town: Clayton
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: Multiple, Please see attached
3b. Deed Book and Page No. Multiple, Please see attached
3c. Responsible Party (for LLC if
applicable): Gregory J. Thorpe, PhD, PD&EA Branch Manager
3d. Street address: 1 South Wilmington Street
3e. City, state, zip: Raleigh, NC 27601
3f. Telephone no.: 919-733-3141
3g. Fax no.,. 919-733-9794
3h. Email address: [e-mail]
Page 1 of 14
PCN Form - Version 1.4 January 2009
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Benjamin Crawford, PE
5b. Business name
(if applicable): Stewart Engineering, Inc.
5c. Street address: 421 Fayetteville, Ste. 400
5d. City, state, zip: Raleigh, NC 27601
5e. Telephone no.: 919-866-4735
5f. Fax no.: 919-380-8752
5g. Email address: [e-mail]
Page 2 of 14
PCN Form - Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): Multiple, see attached
1b. Site coordinates (in decimal degrees): Latitude: 35.7008 Longitude: - 78.4506
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: Multiple Parcels = 779.92 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Neuse River
proposed project:
21b. Water Quality Classification of nearest receiving water: WS-IV
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:
Project runs parallel to the Neuse River. The trail alignment follows an existing sewer easement south of the Riverwood
Subdivision and runs through forest (about 1.7 miles) north of Riverwood Subdivision. The land use along the project
corridor is predominantly residential.
3b. List the total estimated acreage of all existing wetlands on the property:
1.3 AC delineated per the attached NRTR
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
5,974 LF of Perennial Streams, 1,502 LF of Intermittent Streams - delineated per NRTR and supplemented by ESI
3d. Explain the purpose of the proposed project:
EB-4993 is a greenway project that will connect to the future Neuse River Trail at the Wake/Johnston County line to the
west and continues along the Neuse River to connect to the Sam's Branch Greenway trail (under construction). In
addition to acting as a link in the Mountains-to-Sea Trail, locally the trail will connect recreational and residential nodes
providing an alternative mode of transportation and increasing recreational opportunities. The major areas being
connected with this trail are the Riverwood Subdivision and the Town of Clayton.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves constructing a 10' paved greenway trail from the Sam's Branch Greenway (under construction) to the
Wake/Johnston county line. The proposed greenway will also connect to an existing greenway in the Riverwood Subdivision.
The project includes two pedestrian bridges, one over the Neuse River and the other over Marks Creek.
The contractor will determine the equipment used on the project. However, given the nature of the project there are limited
requirements for additional clearing. Trail contractors generally use small paving machines and earth moving equipment
which have lower impacts to the project area than traditional highway construction equipment. Multiple construction entrances
have been identified to minimize trip distances of equipment. Nationwide Permit 14 General Conditions will be included in
construction documents to direct contractor operations in and around wetlands.
Page 3 of 14
PCN Form - Version 1.4 January 2009
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): NCDOT NEU NCDOT/NEU
Gail Tyner (ESI) Environmental Services Inc,
524 S. New Hope Road Raleigh, NC
Tim Savidge (The Catena Group) The Catena Group
410-B Millstone Drive
Hillsborough, NC 27278
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A JD field visit with the USACE was conducted on 2/17/2010 with The Catena Group; however, no hardcopy JD was
received.
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.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 14
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 ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
Page 5 of 14
PCN Form - Version 1.4 January 2009
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 T
1 ®P ? T Fill, Mechanized
PFO ® Yes ® Corps <0.01
(NRTR c-wd) Clearing ? No ? DWQ
4 ® P ? T
Fill
PFO ® Yes ® Corps
0.11
(NRTR c-we) ? No ? DWQ
Excavation,
® Yes
® Corps
8 ® P ? T (ESI) Mechanized PFO
? No
?DWQ .04
Clearing
9 ® P ? T (ESI) Fill, Mechanized PFO ® Yes ® Corps 0.01
Clearing ? No ? DWQ
2g. Total wetland impacts 0.16
2h. Comments: There is a total of 0.11 acres of Hand Clearing on the project at sites 2, 4, 5, & 8. See Attached Wetland
Permit Impact Summary and Wetland / Stream Permit Drawings
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 - non404, width (linear
Temporary (T) (INT)? other) (feet) feet)
Installation of 30"
3 ®P ? T HDPE and Rip UT to Neuse ? PER ® Corps 24 33 LF
(NRTR c-sg) Rap Energy ® INT ? DWQ
Dissipator
Installation of 30"
3 ? P ®T HDPE and Rip UT to Neuse ? PER ® Corps 2-4 20 LF
(NRTR c-sg) Rap Energy ® INT ? DWQ
Dissipator
Installation of 42"
6 ® P ? T HDPE and Rip UT to Neuse ® PER ® Corps 2-4 45 LF
(NRTR t-sb) Rap Energy ? INT ? DWQ
Dissipator
Installation of 42"
6 ? P ®T HDPE and Rip UT to Neuse ® PER ® Corps 2-4 42 LF
(NRTR t-sb) Rap Energy ? INT ? DWQ
Dissipator
Installation of 60"
7 ®P ? T HDPE and Rip UT to Neuse ® PER ® Corps 2-4 62 LF
(NRTR t-sc) Rap Energy ? INT ? DWQ
Dissipator
Installation of 60"
7 ? P ® T HDPE and Rip UT to Neuse ® PER ® Corps 2-4 29 LF
(NRTR t-sc) Rap Energy ? INT ? DWQ
Dissipator
8 ? P ®T Installation of 102' ® PER ® Corps
(NRTR Marks bridge over Marks Marks Creek ? INT ? DWQ 34 66 LF
Creek) Creek
10 ®P ? T Installation of 24" UT to Neuse ®PER Corps 4-6 40 LF
(NRTR t-sa) HDPE and Rip ? INT ? DWQ
Page 6 of 14
PCN Form - Version 1.4 January 2009
Rap Energy
Dissipator
Installation of 24"
10 ? P EDT HDPE and Rip UT to Neuse ® PER ® Corps 4-6 20 LF
(NRTR t-sa) Rap Energy ? INT ? DWQ
Dissipator
Installation of 18"
11 N P ? T HDPE and Rip UT to Neuse ? PER ® Corps 1-3 32 LF
(NRTR c-sd) Rap Energy ® INT ? DWQ
Dissipator
Installation of 18"
11 ? P N T HDPE and Rip UT to Neuse ? PER N Corps 1-3 20 LF
(NRTR c-sd) Rap Energy ® INT ? DWQ
Dissipator
Installation of 48"
12 N P ? T HDPE and Rip UT to Neuse ® PER N Corps 8-10 36 LF
(NRTR c-sc) Rap Energy ? INT N DWQ
Dissipator
Installation of 48"
12 ? P N T HDPE and Rip UT to Neuse ® PER N Corps 8-10 20 LF
(NRTR c-sc) Rap Energy ? INT N DWQ
Dissipator
Installation of 24"
13 N P ? T HDPE and Rip UT to Neuse ? PER ® Corps 1-3 50 LF
(NRTR c-sb) Rap Energy N INT N DWQ
Dissipator
Installation of 24"
13 ? P N T HDPE and Rip UT to Neuse ? PER N Corps 1-3 20 LF
(NRTR c-sb) Rap Energy N INT N DWQ
Dissipator
Installation of 66"
14 N P ? T HDPE and Rip UT to Neuse N PER N Corps 14-16 50 LF
(NRTR c-sa) Rap Energy ? INT N DWQ
Dissipator
Installation of 66"
14 ? P N T HDPE and Rip UT to Neuse N PER N Corps 14-16 20 LF
(NRTR c-sa) Rap Energy ? INT N DWQ
Dissipator
Installation of dual
15 N P ? T 66" HDPE and UT to Neuse N PER N Corps 8-10 61 LF
(NRTR c-se) Rip Rap Energy ? INT N DWQ
Dissipator
Installation of dual
15 ? P N T 66" HDPE and UT to Neuse N PER N Corps 8-10 30 LF
(NRTR c-se) Rip Rap Energy ? INT N DWQ
Dissipator
409 LF
Perm.
3h. Total stream and tributary impacts
287 LF
Temp.
3i. Comments: See attached Wetland Permit Impact Summary and Wetland / Stream Permit Drawings
Page 7 of 14
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 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: There are no Open Water impacts
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
51h. 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 8 of 14
PCN Form - Version 1.4 January 2009
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) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
1 N P ? T Cut/Fill Neuse River/Unnamed ? Yes 6,638 26,909
Tributary to Neuse N No
1A N P ? T Cut/Fill Neuse River/Unnamed ? Yes 0 327
Tributary to Neuse ® No
1B N P ? T Cut/Fill Neuse River/Unnamed ? Yes 37,207 44,486
Tributary to Neuse N No
2 ® P ? T Cut/Fill Neuse River/Unnamed ? Yes 8,585 5,601
Tributary to Neuse N No
3 ® P ? T Cut/Fill Neuse River ® Nos 2,898 9,174
4 N P ? T Cut/Fill Neuse River/Unnamed ? Yes 7 127 26,206
Tributary to Neuse N No
5 N P ? T Cut/Fill Marks Creek ® Nos 8,282 4,884
6 N P E) T Cut/Fill Unnamed Tributary to Neuse ® Nos 3,788 2,678
7 N P ? T Cut/Fill Neuse River/Unnamed ? Yes 4,177 11,762
Tributary to Neuse O No
8 N P ? T Cut/Fill Neuse River/Unnamed ? Yes 14,484 15,356
Tributary to Neuse N No
9 N P ? T Cut/Fill Neuse River ® Nos 0 93
10 EDP ? T Cut/Fill Neuse River/Unnamed ? Yes 4,429 1,697
Tributary to Neuse N No
11 N P ? T Cut/Fill Neuse River/Unnamed ? Yes 4,612 10,243
Tributary to Neuse H No
6h. Total buffer impacts 102,227 154,986
6i. Comments: Greenway Trails are an allowable use within buffer zones. The rip rap encroaching into the Buffer Zones 1 and
2 are NCDOT specified culvert velocity dissipator pads for the drainage culverts beneath the proposed Greenway Trail.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The horizontal alignment adjusts accordingly to avoid or minimize impacts as much as possible. The trail itself
matches existing grade as to minimize the amount of cut and fill, therefore avoiding or minimizing impacts. Double
headwalls have been used at culvert locations to further reduce impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The contractor shall be responsible for minimizing the impacts through construction techniques. The bid specification will call
for hand clearing where possible, use of construction mats in sensitive areas, small paving machines and generally low impact
machines to be used on the project in sensitive areas. Multiple construction entrances have been provided to minimize trip
distances of heavy equipment. Nationwide 23 General Conditions will be included in construction specifications.
Page 9 of 14
PCN Form - Version 1.4 January 2009
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No
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:
31b. Credits Purchased (attach receipt and letter) Type 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: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.16 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
Page 10 of 14
PCN Form - Version 1.4 January 2009
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a penmittee 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 Z 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 1 1 of 14
PCN Form - Version 1.4 January 2009
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: The runoff directed into the Riparian Buffers occur at culverts that flow
? Yes ® No
under the proposed greenway trail. All outlets of these culverts have been provided
with NCDOT standard sized rip rap velocity dissipater pads. All other runoff shall
sheet flow across the trail and be of an adequately diffuse flow.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0.012%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
See attached NCDOT Highway Stormwater Program Stormwater Management Plan
? Certified Local Government
2e. Who will be responsible for the review of the Stonnwater Management Plan? ? DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Clayton
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs
USMP
?
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following stale-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 12 of 14
PCN Form - Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ® Yes ? 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: See attached PCE
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?
31b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is a greenway and will therefore not affect development.
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 13 of 14
PCN Form - Version 1.4 January 2009
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a . Will this project occur in or near an area with federally protected species or ® Yes ? No
habitat?
5b . Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts?
® Raleigh
5c . If yes, indicate the USFWS Field Office you have contacted. ? A
h
ill
s
ev
e
5d . What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP - See attached NRTR
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?
NMFS - See attached NRTR
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?
SHPO, see NEPA Documentation
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: A flood study was conducted as a part of this project and a "MOA"
has been secured for this project.
8c . What source(s) did you use to make the floodplain determination? NC Floodmaps
Applicant/Agent's Printed Name
Ap licant/Agent's Signature t) zxlzott
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 14 of 14
PCN Form - Version 1.4 January 2009

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(Fromlfo)

Structure
Size/Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) Hand
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Permanent
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(ac)
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
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Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
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2 31+27 N/A 0.02

3 38+23 L1 30" HDPE 0.01 0.01 33 20

4 42+55 to 44+40 L1 15" HDPE 0.11 0.07

5 55+40 N/A <0.01

6 72+50 L1 42" HDPE 0.01 0.01 45 42

7 93+44 Li 60" HDPE 0.01 0.01 62 29

8 13+06 to 14+08 L2 1@102' PreFab 0.02 <0.01 0.02 0.02 66

9 30+71 L2 18" HDPE 0.01 <0.01

10 38+07 L2 24" HDPE 0.01 <0.01 40 20

11 47+21 L2 18" HDPE <0.01 <0.01 32 20

TOTAL S: 0.13 0.02 0.01 0.11 0.04 0.04 212 197
42111

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(Fromlfo)

Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
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(ac)
Excavation
in
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ac Hand
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Temp.
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ft Existing
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Impacts
Temp.
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Natural
Stream
Design
(ft)
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13 57+04 L2 24" HDPE <0.01 <0.01 50 20

14 61+88 L2 66" HDPE 0.02 0.01 50 20

15 93+89 L2 2 - 66' HDPE 0.01 0.01 61 30

TOTALS: 0.13 0.02 0.01 0.11 0.09 0.07 409 287
Existing Channel Impacts Permanent include 30' of RIP RAP Bank Stabilization.
Existing Channel Impacts Temporary include 45' of PRSM Bank Stabilization.
Area impacts are calculated to the thousandth and rounded to the hundredth
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N E U S E RIVER BUFFER N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
VICINITY JOHNSTON COUNTY
?y PROJECT: 40892.3.ST1 (EB-993)
MAPS NEUSE RIVER GREENWAY
SAM'S BRANCH TO WAKE CO.
SHEET OF