20221185 Ver 1_Riparian Buffer Authorization Request_20220831

Buffer Authorization Application Form
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Form -
Update 10/23/2018
Water Reources
ENVIRONMENTAL QUALITY
Original Submittal 8/31/2022
A. Owner/Applicant Information
General Information
Primary Contact Email:*
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed: *
1b. Responsible Party:
lc. Mailing Address:*
1d. Telephone:*
919-448-4505
[e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Owner
Applicant other than Owner
Agent
Neuse Crossing HOA Inc.
Blake King
(for Corporations)
Street Address
7905 Old Mill Ridge Court
Address Line 2
City State / Province / Region
Raleigh NC
Postal / Zip Code Country
27616 USA
2. Applicant's Information (if different from owner):
1 e. Email Address: * [e-mail]
2a. Name: T. Glenn Zeblo
2b. Company Affiliation: Alpha & Omega Group
2c. Mailing Address: Street Address
4601 Lake Boone Trail
Address Line 2
Suite 3C
City State / Province / Region
Raleigh NC
Postal / Zip Code Country
27607 USA
2d. Telephone: [phone]
2e. Email Address: [e-mail]

2f. Attach a signed and dated copy of the authorization granting the applicant owner approval. An agent authorization form is
acceptable.
Click the upload button or drag and drop files here to attach document
signed_Agent Authorization_Alpha&Omega
Group.pdf
PDF only
3. Agent Information:
3a. Name:
3b. Company Affiliation:
1.47MB
3c. Mailing Address: Street Address
Address Line 2
City
Postal / Zip Code
3d. Telephone:
3e. Email Address:
State / Province / Region
Country
3f. Attach a signed and dated copy of the agent Click the upload button or drag and drop files here to attach document
authorization form.
PDF Only
B. Project Information and Prior Project History
1. Project Information
la. Name of Project:*
Neuse Crossing Trail Bridge Replacements
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
No
Id. Subdivision Name:
le. Nearest Municipality: Raleigh, NC
If. Property Size:
29.66
acres
1g. County (or Counties) where the project is located:*
Wake
Ih. Property ID#
1747057138
Tax PIN or Parcel id
1747067411
Tax PIN or Parcel id
1747051996
Tax PIN or Parcel id
1747064114
Tax PIN or Parcel id
Date of Purchase

1i. Deed Information
Type of Book
Deed
Map
Book#
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach document
PDF only
1k. How would you like to provide the Latitude and Longitude information?*
Address Lookup
• Manually
Latitude* 35.882538
Longitude *
11. Is the project located in any of North Carolina's twenty coastal counties?*
Yes
• No
2. Surface Waters
2a. Name of the nearest body of water to proposed project: *
Neuse River
2b. Water Quality Classification of nearest receiving water:
C;NSW
Page#
-78.525568
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
235
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:
The project sites consist of existing greenway trails and wooded areas. General land
use in the vicinity is residential with large vacant areas.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach document
PDF only
3c. Attach an 8 1/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site.
Click the upload button or drag and drop files here to attach document
PDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used: *
The project consists of replacement of two existing walking trail bridges within four
parcels located near 3427 Beaux Court in Raleigh. The only proposed impacts will be
to riparian buffers for the proposed replacement bridges. Bridge 1 will cross Stream 1
just east of the current bridge which is to be removed. The Bridge 2 replacement will
cross Stream 2. The existing greenway bridge will be removed, and a new bridge
constructed west of the old bridge location. Segments of new trail will be added to
connect the new bridges to the existing trails. These new segments of trail will just be
simple foot paths with no built -upon area and no removal of trees. These impacts are
"deemed allowable" but because they overlap with impacts for site access, they are
included in the impact totals.

Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
PDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project
(including all prior phases) in the past?*
Yes
No
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
Agent/Consultant
WithersRavenel
(Name if known)
07/27/2021
I ,
pdf only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
WR requested a Preliminary Jurisdictional Determination from the USAGE for the
project locations. Lyle Phillips with USACE concurred with the delineation performed
by WR for the review area via an email sent October 21, 2021 (see attached). No
wetlands were identified at either location.
Both streams are depicted on the USGS topo map and the Wake County Soil Survey
and therefore are subject to the Neuse buffer rules. Subjectivity to the buffer rules for
Streams 1 and 2 is conceded by WR and a buffer determination from DWR will not be
required.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
Yes
• No
7. Future Project Plans
7a. Is this project a phased project?*
C. Proposed Impacts Inventory
.....................................................................................................................................
Buffer Impacts
Yes
• No
Project is in which protected Basin?*
Neuse River Basin (15A NCAC 02B.0233)
Catawba River Basin (15A NCAC 02B.0243)
Randleman Lake Watershed (15A NCAC 02B.0250)
Tar -Pamlico River Basin (15A NCAC 02B.0259)
Jordan Lake Watershed (15A NCAC 02B.0267)
Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 026.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type
Zone 1
Zone 2

B1: Bridge 1
construction
Map label (e.g. Road
Crossing 1)
Stream 1
Temporary I
(T)
Perm or Temp
Allowable
1,849.
00
Square
Feet
0.00
Square
Feet
B2: Bridge 1
access
Map label (e.g. Road
Crossing 1)
Stream 1
Temporary
(T)
Perm or Temp
Allowable
5,963.
00
Square
Feet
1,729.
00
Square
Feet
B3: Bridge 1
Footers
Map label (e.g. Road
Crossing 1)
Stream 1
Permanent
(P)
Perm or Temp
Allowable
60.00
Square
Feet
0.00
Square
Feet
B4: Bridge 2
construction
Map label (e.g. Road
Crossing 1)
Stream 2
Temporary
(T)
Perm or Temp
Allowable
1,580.
00
Square
Feet
0.00
Square
Feet
B5: Bridge 2
access
Map label (e.g. Road
Crossing 1)
Stream 2
Temporary
(T)
Perm or Temp
Allowable
1,652.
00
Square
Feet
1,658.
00
Square
Feet
B6: Bridge 2
Footers
Map label (e.g. Road
Crossing 1)
Stream 2
Permanent
(P)
Perm or Temp
Allowable
72.00
Square
Feet
0.00
Square
Feet
Total Zone 1 Impacts: 11,176.00
Total Zone 2 Impacts: 3,387.00
Total Buffer Impacts: 14,563.00
Comments:
The proposed impacts for the Bridge 1 replacement consist of 60 sq ft of permanent
Zone 1 impacts to riparian buffers for bridge footers. Additionally, 9,541 sq ft of
temporary buffer impacts are proposed (Zone 1: 7,812 sq ft; Zone 2: 1,729 sq ft).
Temporary buffer impacts are necessary for site access, bridge construction, and for
the creation of the new trail segments to connect the new bridges to the existing
trails. Note that these new trail segments overlap with the temporary impacts for
access and have been included in this application but are considered "deemed
allowable" in the Neuse Buffer Rules because they do not include removal of any
trees or the addition of any built -upon area, they are simply foot paths a couple feet in
width.
Proposed impacts for the Bridge 2 replacement consist of 72 sq ft of permanent
impacts to buffers for bridge footers. Temporary buffer impacts for Bridge 2 total
4,890 (Zone 1: 3,232 sq ft; Zone 2: 1,658 sq ft) and are for the same reasons as
Bridge 1.
D. Impact Justification and Mitigation
....................................................................................................................................................................
1. Avoidance and Minimization

la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.
The proposed bridge replacements have been designed to cross streams and
riparian buffers at a perpendicular angle to minimize impacts to buffers. Replacement
bridges will be installed in a top -down construction method to avoid disturbance to
streams. The existing greenway trails are adjacent to buffered streams and impacts
to riparian buffers are unavoidable. No new built -upon area is proposed, and existing
trails will remain as unimproved foot paths. Additionally, new segments of trail
necessary to connect the replacement bridges to the existing trails have been
designed to also consist of no built -upon area and no removal of trees..
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Existing trails will be utilized for site access with only temporary impacts proposed.
No wetlands or streams will be impacted at either site. Typical erosion control
measures will be implemented and maintained at both bridge sites (see attached
diffuse flow documentation).
E. Diffuse Flow Plan
la. What type of SCM are you providing?*
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Proposed project will not create concentrated stormwater flow through the buffer
Other SCM that removed minimum of 30% nitrogen
lc. Diffuse Flow Documentation
F. Supplementary Information
Environmental Documentation
Click the upload button or drag and drop files here to attach document
Bridge Replacement_Diffuse Flow Doc.pdf 76.6KB
PDF only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
Yes
No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface
Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after -the -fact buffer authorization application?
Yes
No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
Click the upload button or drag and drop files here to attach document
Appendix.pdf
PDF only
7.49MB
Please see attached documentation.

H. Sign and Submit
By digitally signing below, I certify that:
• I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions
Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name: * Rick Trone
Signature
Rcc¢ litou
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?* • Yes No
Yes
• No
ID#* 20221185
Version:* 1
Select Reviewer: * Colleen Cohn:eads\cmcohn
Select Reviewing Office* Raleigh Regional Office - [phone]
Is this project a public transportation project?*
Has payment been received?* • No Payment Needed
Fee Received
Need Fee - send electronic notification

%. WithersRavenel
IN/ Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Alpha & Omega Group (Client) does hereby appoint
WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas
(wetlands, streams, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for the following parcels:
• Wake Co. PIN: 1747057138, ±14.68-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
• Wake Co. PIN: 1747067441, ±1.81-acre parcel, located near 3453 Singleleaf Lane in Raleigh, NC.
• Wake Co. PIN: 1747051996, ±10.58-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
• Wake Co. PIN: 1747064114, ±2.59-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date:
22 Sept 2021
Signature of Client:
T. Glenn Zeblo / Vice President
Digitally*, yet T. Glenn Zeblo
DN: cn= 4- I Zeblo, o=Alpha &
Omega Group, ou,
email=[e-mail],
c=US
Date: 2021.09.22 13:58:47 -04'00'
4601 Lake Boone Trail, Ste 3C
Mailing Address
Raleigh, NC 27607
City State Zip
Phone: [phone] ext 204
Email: [e-mail]
115 MacKenan Drive 1 Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com 1 License No. C-0832
Asheville 1 Cary 1 Greensboro 1 Pittsboro 1 Raleigh 1 Wilmington

11 WithersRavenel
Our People. Your Success.
August 31, 2022
NC -Division of Water Resources
401 & Buffer Permitting Unit
Attn: Mr. Paul Wojoski
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Bridge 1 & Bridge 2 Replacement - Diffuse Flow Documentation
Garner, Wake County
USACE AID: SAW-2021-02056
WR Project #02210291.00
Mr. Wojoski,
The proposed bridge project consists of the replacement of two existing bridged greenway
crossings over Stream 1 and Stream 2.
The proposed bridge replacements project will not result in concentrated stormwater flow through
the riparian buffer. Temporarily disturbed areas adjacent to the project will be stabilized with
appropriate measures to prevent stormwater flow through the buffer in both the near and long
term.
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
/1-/7---r
Rick Trone
Permitting Specialist
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 I f: 919.467.6008 I www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

%. WithersRavenel
41 Our People. Your Success.
August 31, 2022
NC -Division of Water Resources
401 & Buffer Permitting Unit
Attn: Mr. Paul Wojoski
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Neuse Crossing Trail Bridge Replacements
Raleigh, Wake County
USACE AID: SAW-2021-02056
WR Project #02210291.00
Mr. Wojoski,
On behalf of Alpha and Omega Group, we are requesting a Buffer Authorization from the NC DWR
for 132 sq ft of permanent buffer impacts and 14,431 sq ft of temporary buffer impacts for the
replacement of two adjacent bridged stream crossings on portions of the Neuse River Greenway
Trail system.
Bridge 1 is between Forest Mill Court and Singleleaf Lane in Raleigh (35.882538°N; -
78.525568°W). Bridge 1 will cross Stream 1 just east of the current bridge which is to be removed.
The project area is in the Neuse River basin and onsite waters drain to the Neuse River. The Water
Quality Classification for the Neuse River is C;NSW and the Stream Index Number is: 27-(22.5).
The cataloging unit for the site is 03020201.
The Bridge 2 project area is in Raleigh, just north of Duveneck Drive (35.879006°N; -
78.528047°W). The Bridge 2 replacement will cross Stream 2 The existing greenway bridge will
be removed, and a new bridge constructed west of the old bridge location. The project area is in
the Neuse River basin and onsite waters drain to the Neuse River. The Water Quality Classification
for the Neuse River is C;NSW and the Stream Index Number is: 27-(22.5). The cataloging unit for
the site is 03020201.
Proposed Project
The project consists of replacement of two existing walking trail bridges within four parcels located
near 3427 Beaux Court in Raleigh. The only proposed impacts will be to riparian buffers for the
proposed replacement bridges. Bridge 1 will cross Stream 1 just east of the current bridge which
is to be removed. The Bridge 2 replacement will cross Stream 2. The existing greenway bridge will
be removed, and a new bridge constructed west of the old bridge location. Segments of new trail
will be added to connect the new bridges to the existing trails. These new segments of trail will
just be simple foot paths with no built -upon area and no removal of trees. These impacts are
"deemed allowable" but because they overlap with impacts for site access, they are included in the
impact totals.
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 I f: 919.467.6008 I www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

■■ WithersRavenel
.. Our People. Your Success.
Project History
The proposed locations for the bridge replacements were reviewed for water resources by WR in
July 2021. The review of the proposed alignment determined the proposed bridges are near the
confluence of two unnamed perennial streams adjacent to the Neuse River (Stream 1 and Stream
2).
WR requested a Preliminary Jurisdictional Determination from the USACE for the project
locations. Lyle Phillips with USACE concurred with the delineation performed by WR for the
review area via an email sent October 21, 2021 (see attached). No wetlands were identified at
either location.
Both streams are depicted on the USGS topo map and the Wake County Soil Survey and therefore
are subject to the Neuse buffer rules. Subjectivity to the buffer rules for Streams 1 and 2 is
conceded by WR and a buffer determination from DWR will not be required.
Proposed Impacts
The proposed impacts for the Bridge 1 replacement consist of 60 sq ft of permanent Zone 1
impacts to riparian buffers for bridge footers. Additionally, 9,541 sq ft of temporary buffer impacts
are proposed (Zone 1: 7,812 sq ft; Zone 2: 1,729 sq ft). Temporary buffer impacts are necessary
for site access, bridge construction, and for the creation of the new trail segments to connect the
new bridges to the existing trails. Note that these new trail segments overlap with the temporary
impacts for access and have been included in this application but are considered "deemed
allowable" in the Neuse Buffer Rules because they do not include removal of any trees or the
addition of any built -upon area, they are simply foot paths a couple feet in width.
Proposed impacts for the Bridge 2 replacement consist of 72 sq ft of permanent impacts to buffers
for bridge footers. Temporary buffer impacts for Bridge 2 total 4,890 (Zone 1: 3,232 sq ft; Zone
2: 1,658 sq ft) and are for the same reasons as Bridge 1. The proposed buffer impacts are noted
in the table below:
Proposed Buffer Impact Table
Impact #
Feature
Permanent
Temporary
Zone 1 (sf)
Zone 2 (sf)
Zone 1 (sf)
Zone 2 (sf)
Bridge 1
Stream 1
60
-
7,812
1,729
Bridge 2
Stream 2
72
-
3,232
1,658
Buffer Totals
132
-
11,044
3,387
Page 2 of 3

■■ WithersRavenel
.. Our People. Your Success.
Avoidance and Minimization
The proposed bridge replacements have been designed to cross streams and riparian buffers at a
perpendicular angle to minimize impacts to buffers. Replacement bridges will be installed in a top -
down construction method to avoid disturbance to streams. The existing greenway trails are
adjacent to buffered streams and impacts to riparian buffers are unavoidable. No new built -upon
area is proposed, and existing trails will remain as unimproved foot paths. Additionally, new
segments of trail necessary to connect the replacement bridges to the existing trails have been
designed to also consist of no built -upon area and no removal of trees. Existing trails will be utilized
for site access with only temporary impacts proposed. No wetlands or streams will be impacted at
either site. Typical erosion control measures will be implemented and maintained at both bridge
sites (see attached diffuse flow documentation).
The current request is for 132 sq ft of permanent impacts to riparian buffers and 14,431 sq ft of
temporary buffer impacts for the bridge replacement project. Proposed impacts for the Bridge 1
replacement consist of 60 sq ft of permanent impacts to buffers. Temporary impacts for the
Bridge 1 replacement consist of 9,541 sq ft. Proposed impacts for the Bridge 2 replacement
consist of 72 sq ft of permanent impacts to buffers. Temporary impacts for the Bridge 2
replacement consist of 4,890 sq ft. (see the attached maps and Buffer Authorization Form for
details).
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
Rick Trone
Environmental Scientist
Attachments:
• Riparian Buffer Authorization Form
• Agent Authorization
• Aerial Exhibit
• USGS Quad Maps
• Wake County Soil Survey
• USACE Concurrence Email/Delineation
Exhibit
• Impact Exhibits
Page 3 of 3

aOur WithersRavenel
People. Your Success.
AGENT AUTHORIZATION

%. WithersRavenel
IN/ Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Alpha & Omega Group (Client) does hereby appoint
WithersRavenel, Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas
(wetlands, streams, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for the following parcels:
• Wake Co. PIN: 1747057138, ±14.68-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
• Wake Co. PIN: 1747067441, ±1.81-acre parcel, located near 3453 Singleleaf Lane in Raleigh, NC.
• Wake Co. PIN: 1747051996, ±10.58-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
• Wake Co. PIN: 1747064114, ±2.59-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date:
22 Sept 2021
Signature of Client:
T. Glenn Zeblo / Vice President
Digitally*, yet T. Glenn Zeblo
DN: cn= 4- I Zeblo, o=Alpha &
Omega Group, ou,
email=[e-mail],
c=US
Date: 2021.09.22 13:58:47 -04'00'
4601 Lake Boone Trail, Ste 3C
Mailing Address
Raleigh, NC 27607
City State Zip
Phone: [phone] ext 204
Email: [e-mail]
115 MacKenan Drive 1 Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com 1 License No. C-0832
Asheville 1 Cary 1 Greensboro 1 Pittsboro 1 Raleigh 1 Wilmington

%. WithersRavenel
110 Our People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), Neuse Crossing HOA Inc, do(es) hereby authorize WithersRavenel, Inc. to access
the following parcels for the purpose of environmental regulatory agency review (US Army Corps of
Engineers, NC Division of Water Quality, NC Division of Coastal Management, US Fish and Wildlife Service,
local Municipalities, etc.) and approvals (i.e. wetland delineation, stream/buffer determination,
environmental permitting, etc.) at the request of the contract purchaser:
• Wake Co. PIN: 1747057138, ±14.68-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
• Wake Co. PIN: 1747067441, ±1.81-acre parcel, located near 3453 Singleleaf Lane in Raleigh, NC.
• Wake Co. PIN: 1747051996, ±10.58-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
• Wake Co. PIN: 1747064114, ±2.59-acre parcel, located near 3427 Beaux Court in Raleigh, NC.
This authorization does not bind the current property owner(s) to financial responsibility for services
rendered on the subject property by WithersRavenel, Inc.
This agreement shall continue in effect until completion/termination of the purchase contract for the subject
property.
Date:
9/22/2021
Contract Purchaser's Agent Info: Signature of Owner(s):
Blake King President
WithersRavenel, Inc.
115 MacKenan Drive
Name - Print
Title
Cary, NC 27511 Signature
Tel. [phone]
7905 old Mill Ridge Ct
Mailing Address
Raleigh Nc
27616
City
State Zip
9194484505
Phone:
[e-mail]
Email:
115 MacKenan Drive 1 Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com 1 License No. C-0832
Asheville 1 Cary 1 Greensboro 1 Pittsboro 1 Raleigh 1 Wilmington

::WithersRavenel
Our People. Your Success.
AERIAL EXHIBIT

a
4
GRAPHIC SCALE
0 110 220
1 inch = 220 ft.
i
I REVIEW AREA I
/./..-,0,_____.- - (BRIDGE 2)
101 REVIEW AREP1111
(BRIDGE 1) 2`�c
Nm
O NN
ZC
BA�D\E
RED
�PF
21 NAS REET
NEUSE CROSSING HOA BRIDGES
AERIAL (2017)
1!WithersRavenel
Engineers Planners Surveyors
ALEIGH
WAKE COUNTY
NORTH CAROLINA

::WithersRavenel
Our People. Your Success.
USGS QUADS

RALEIGH
NEUSE CROSSING HOA BRIDGES
WAKE COUNTY NORTH CAROLINA
SINGLiiELEAF04���oo
di
REVIEW AREA ,-
(BRIDGES 1&2)
✓i1
0Lp C0UN TRy-
USGS (2019) - WAKE FOREST
pip
WithersRavenel
Engineers Planners Surveyors

1 inch = 500 ft.
RALEIGH
NEUSE CROSSING HOA BRIDGES
WAKE COUNTY
NORTH CAROLINA
REVIEW AREA
(BRIDGE 1)
REVIEW AREA
(BRIDGE 2)
USGS (2019) - WAKE FOREST
4iWithersRavenel!
Engineers I Planners I Surveyors

Lill WithersRavenel
Our People. Your Success.
WAKE COUNTY SOIL SURVEY

1 inch = 500 ft.
RALEIGH
NEUSE CROSSING HOA BRIDGES
WAKE COUNTY NORTH CAROLINA
REVIEW AREA
(BRIDGE 1)
REVIEW AREA
(BRIDGE 2)
WAKE CO. SOIL SURVEY (1970) - SHEET 30
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Engineers Planners Surveyors

aOur WithersRavenel
People. Your Success.
USACE CONCURRENCE EMAIL

From: Phillips, George L CIV USARMY CESAW (USA)
To: Ricci. Alvssa
Subject: Neuse Crossing HOA Bridges / Raleigh / Wake County / SAW-2021-02056 / Jurisdictional Determination Request
Date: Thursday, October 21, 2021 3:07:56 PM
Attachments: Preliminary Jurisdictional Determination Request Exhibit.pdf
Ms. Ricci,
I do not need to make a site visit for the above referenced project, and concur with the delineation
within the solid red outlined "Review Area" depicted on the attached "Preliminary Jurisdictional
Determination Request Exhibit" exhibit. Due to workload volume it may take 90-120 days for the
issuance of a standalone JD, however, you may use the delineation for planning and permitting
purposes. Should the need for a permit arise the JD can be issued with the permit verification. The
AID for this project is SAW-2021-02056. I have attached the "Preliminary Jurisdictional
Determination Request Exhibit" exhibit for reference.
Please let me know if you have any questions/concerns.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: George.L.PhillipsPusace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at https://regulatory.ops.usace.army.mil/customer-service-
survey/ . Thank you for taking the time to visit this site and complete the survey.

•
2
iv
RALEIGH
GRAPHIC SCALE
0 135 270
1 inch = 270 ft.
STREAM 2
PERENNIAL
POTENTIALLY NON -WETLAND
WATERS OF THE US
NEUSE CROSSING HOA BRIDGES
WAKE COUNTY NORTH CAROLINA
REVIEW AREA
(BRIDGE 2)
STREAM 1
PERENNIAL
POTENTIALLY NON -WETLAND
WATERS OF THE US
PARCEL BOUNDARY
NOTES:
1) WETLAND DELINEATION PERFORMED BY WR ON 07/27/2021.
2) NO WETLANDS WERE IDENTIFIED WITHIN THE REVIEW AREA.
3) LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, WAKE
COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
PRELIMINARY JURISDICTIONAL DETERMINATION REQUEST EXHIBIT
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Engineers Planners Surveyors

::WithersRavenel
Our People. Your Success.
IMPACT EXHIBITS

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4
BUFFER PERMANENT IMPACT
ZONE 1: 36 SF
END BENT 2 FOOTING
PROPOSED
BRIDGE #2
ss
///� %—
BUFFER TEMPORARY IMPACT
ZONE 1: 843 SF
BRIDGE CONSTRUCTION
z
/
EXISTING
CITY OF RALEIGH
PAVED 10FT WIDE
NEUSE RIVER GREENWAY TRAIL
O -3-
BUFFER TEMPORARY IMPACT
ZONE 1: 737 SF
BRIDGE CONSTRUCTION
1
PROPOSED 10'
WIDE TEMPORARY
CONSTRUCTION
ACCESS BETWEEN FENCING
PROPOSED TREE
PROTECTION FENCE
CENTER OF RICER
BUFFER TEMPORARY IMPACT
ZONE 2: 348 SF
ACCESS & SOIL FOOT PATH
PROPOSED 4FT WIDE
PRIMITIVE SOIL FOOT
PATH
EXISTING 4FT WIDE
PRIMITIVE SOIL FOOT PATH
TO REMAIN UNIMPROVED
so.
•�RR20�F2
REMNANTS
OF EXISTING
WOOD BRIDGE
\ ��� � TO BE REMOVED
\ 1 1 AMA F<o �• \�'� 1 1
/1 ) BUFFER PERMANENT IMPACT
�� \.\ 1 \ \ \ ZONE 1: 36 SF
END BENT 1 FOOTING
1
—
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_
CONSTRUCTION — — /
STAGING AREA — ss ss
ss-
Try.................�._
BUFFER TEMPORARY IMPACT
ZONE 2: 534 SF
ACCESS & SOIL FOOT PATH
ss
sS
BUFFER TEMPORARY IMPACT
ZONE 1: 1652 SF
ACCESS
EXISTING 4FT WIDE
PRIMITIVE SOIL FOOT PATH
TO REMAIN UNIMPROVED
Ss
END PROPOSED 4FT WIDE
— — PRIMITIVE SOIL FOOT PATH
BUFFER TEMPORARY IMPACT
ZONE 2: 341 SF
ACCESS & SOIL FOOT PATH
SS
EXISTING 4FT WIDE
PRIMITIVE SOIL FOOT PATH
TO REMAIN UNIMPROVED
•
PROPOSED SILT FENCE OUTLET
FIELD LOCATE IN NATURAL
LOW AREAS. (TYP.)
NEUSE RIVER
./ /
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EXISTING 20FT CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
/
•
\ /
\ \\
CONSTRUCTION \ \
STAGING AREA
•
•
BRIDGE #1 BUFFER IMPACT PLAN
0 30 60 90
SCALE: HORIZONTAL 1" = 30'
SS
EXISTING 4FT WIDE
PRIMITIVE SOIL FOOT PATH
TO REMAIN UNIMPROVED
BUFFER TEMPORARY IMPACT
ZONE 2: 435 SF
ACCESS
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1
BUFFER TEMPORARY IMPACT
ZONE 2: 806 SF
ACCESS
•
— 1
20' NRRB ZONE 2
30' NRRB ZONE 1
•
1
BUFFER TEMPORARY IMPACT
ZONE 1: 5963 SF
ACCESS & SOIL FOOT PATH
CENTER OF RIVER
NEUSE CROSSING
HOMEOWNERS ASSOC
INC
PO BOX 99149
RALEIGH NC
27624-9149
\
• D.
NEUSE RIVER RIPARIAN
BUFFER
IMPACT
TEMPORARY IMPACTS
PERMANENT IMPACTS
DESCRIPTION
ZONE 1 (SF)
ZONE 2 (SF)
ZONE 1 (SF)
ZONE 2 (SF)
BRIDGE 1 CONSTRUCTION
1849
BRIDGE 1 ACCESS
5963
1729
END BENT 1 - FOOTING
30
END BENT 2 - FOOTING
30
BRIDGE 1 TOTALS
7812
1729
60
BRIDGE 2 CONSTRUCTION
1580
BRIDGE 2 ACCESS
1652
1658
END BENT 1 - FOOTING
36
END BENT 2 - FOOTING
36
BRIDGE 2 TOTALS
3232
1658
72
0'\\//
PROPOSED SILTATION
FENCE ON DOWN
SLOPE SIDE
SS
ss
PROPOSED TREE
PROTECTION FENCE
ON UP SLOPE
SIDE
BRIDGE #2 BUFFER IMPACT PLAN
SCALE: HORIZONTAL 1.3' = 30'
\
ss
SS
EXISTING
SANITARY SEWER
MAN -HOLE (TYP.)
SS
/
PROPOSED SILT
FENCE OUTLET
0
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, _
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BUFFER PERMANENT IMPACT
ZONE 1: 60 SF
END BENT 1 FOOTING &
END BENT 2 FOOTING
L_J
BUFFER TEMPORARY IMPACT
ZONE 2: 923 SF
ACCESS & SOIL FOOT PATH
•
BUFFER TEMPORARY IMPACT
ZONE 1: 859 SF
BRIDGE CONSTRUCTION
I,/ 1
BUFFER TEMPORARY IMPACT
ZONE 1: 990 SF
BRIDGE CONSTRUCTION
BRIDGE #1
EXISTING 4FT WIDE
PRIMITIVE SOIL FOOT PATH
TO REMAIN UNIMPROVED
PERMANENT IMPACTS ZONE 1
TEMPORARY ACCESS IMPACTS ZONE 1
TEMPORARY ACCESS IMPACTS ZONE 2
TEMPORARY CONSTRUCTION IMPACTS ZONE 1
PROPOSED 6'
WIDE TEMPORARY
CONSTRUCTION
ACCESS PATH
PROPOSED 10'
WIDE TEMPORARY
CONSTRUCTION
ACCESS BETWEEN FENCING
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RALEIGH, NORTH CAROLINA
LJ—
LI—
ll;roject No.:
2021.042
Issued For:
REVIEW
Issued Date:
8/19/2022
Drawn By: WSN
Checked By: TGZ
Sheet No.:
Know what's below.
Call before you dig.
No.
Description:
Date:
Revision
C2.0

8+00
9+00
FILL FACE END BENT 1
10+00
FIELD SURVEY
CONTOURS
FILL FACE END BENT 1
STA. 10+00.00 -L-
WORK POINT 1
N 776446.4656
E 2140499.4113
•
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STA. 10+00.00 -L-
GRADE POINT EL 185.40
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1'-6"
STRUCTURE
EXCAVATIO N
(TYP.)
FILL
EL=185.0±
BOTTOM OF
10+10
NC FRIS 100-YR
EL=193.6±
0
-5% (MAX.)
10+20
PROPOSED
FOOT BRIDGE
GRADE BEAM
EL=181.43
c
cb
END BENT 1
WSE 8/11/21
EL=178.2±
PROFILE
MCP
CP
O
GRADE BEAMS ARE NORMAL TO EACH OTHER.
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10+30
1
10+40
FILL FACE END BENT 2
10+50
STA. 10+30.00 -L-
GRADE POINT EL 184.89
EL=182.0±
FILL EL=182.2±
BOTTOM OF
END BENT 2
PROPOSED
FOOT BRIDGE
1
1
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(TYR) / \ \
// \ \
BRIDGE LENGTH = 30'-0" (FILL FACE TO FILL FACE)
, x \
-
/
GIS CONTOURS
PLAN
GRADE BEAM
EL=180.06
1
FILL FACE END BENT 2
STA. 10+30.00 -L-
WORK POINT 2
N 776468.8946
E 2140519.3347
.00
NOTES
1. FOUNDATION IS PRELIIMINARY AND SIZED TO ELIMINATE BOUYANCY.
GEOTECHNICAL EXPLORATION WILL BE PROVIDED TO VERIFY STRUCTURE
FOUNDATIONS.
2. THIS BRIDGE IS LOCATED IN THE BACKWATER OF THE NEUSE RIVER
AND IS ORIENTED PARALLEL TO THE FLOW OF WATER WITHIN THE
NEUSE RIVER.
3. THE EXISTING WATER SURFACE ELEVATION IS ESTIMATED BASED ON
THE ACTUAL CONDITIONS AT THE TIME OF THE FIELD SURVEY
PERFORMED BY WITHERSRAVENEL AUGUST 18, 2021.
4. THE 100 YEAR WATER SURFACE ELEVATION IS BASED ON THE
REPORTED DATA FROM NC FRIS WEBSITE.
5. SEE CIVIL SHEETS FOR TREE REMOVAL.
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RALEIGH, NORTH CAROLINA
1
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0
Project No.:
2021.042
Issued For:
REVIEW
Issued Date:
8/19/2022 J
Drawn By: JJL
Checked By: TGZ
Sheet No.:
Know what's below.
Call before you dig.
No.
Description:
Date:
Revision
J
S1.1

9+90
10+00
10+10
10+20
10+30
10+40
10+50
10+60
10+70
10+80
10+90
NOTES
r
195
190
185
180
175
170
cb
'�
FILL FACE END BENT 1
STA. 9+98.63 —L—
GRADE POINT EL 188.00
+5%
1'-6"
STRUCTURE
EXCAVATION
(TYP.)
MAX.)
/ PROPOSED
� FOOT BRIDGE
SPAN A
FILL FACE END BENT 2
0.00%
STA. 10+48.63 —L—
GRADE POINT EL 188.00
PROPOSED GRADE
FILL
BOTTOM OF CAP
EL=180.95
2.5'WIDE X 4' DEEP
CONCRETE GRADE
BEAM W/ TURN
BACK WINGS (TYP.)
FILL FACE END BENT 1
STA. 9+98.63 —L—
WORK POINT 1
N 775159.6487
E 2139780.2537
UM 26"
CD
N
END BENT 1
I
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I I
//
//1' //
1//
V NC FRIS 100—YR
LOW CHORD
EL=185±
EL=182.84±
WSE 8/18/21
EL=175±
PROFILE
NEUSE RIVER
175
\ BRIDGE LENGTH = 50'-0” (FILL FACE TO FILL FACE(/7 •
PLAN
EXISTING GROUND
AD
PROPOSED
END BENT 2
37
FILL
BOTTOM OF CAP
/ FILL FACE END BENT 2
STA. 10+50 —L—
WORK POINT 2
N 775205.5489
E 2139800.0823
Know what's below.
Call before you dig.
1. THIS BRIDGE IS LOCATED IN THE BACKWATER OF THE NEUSE RIVER
AND IS ORIENTED PARALLEL TO THE FLOW OF WATER WITHIN THE
NEUSE RIVER.
2. THE EXISTING WATER SURFACE ELEVATION IS ESTIMATED BASED ON
THE ACTUAL CONDITIONS AT THE TIME OF THE FIELD SURVEY
PERFORMED BY WITHERSRAVENEL.
3. THE 100 YEAR WATER SURFACE ELEVATION IS BASED ON THE
REPORTED DATA FROM NC FRIS WEBSITE.
4. SEE THE "NOTES" SHEET FOR ADDITIONAL NOTES.
Founded 1998
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RALEIGH, NORTH CAROLINA
GENERAL DRAWING
CD
CCI
0
2021.042
Issued For:
REVIEW
Issued Date:
8/19/2022
Checked By: TGZ
Sheet No.:
S1.4
No.
Description:
Date:
Revision