20061617 Ver 8_Modification Request_20220713

sy
STAT
Staff Review Form
NORTH CAROLINA
Envlronm¢ntcl Qvoray
Updated September 4,2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID#* Version* 8
20061617
Is this project a public transportation project?* Yes
• No
Reviewer List:* Colleen Cohn:eads\cmcohn
Select Reviewing Office:* Raleigh Regional Office-[phone]
Does this project require a request for payment to be sent?*
Yes
No
How much is owed?* $240.00
$570.00

Project Submittal Form
Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* For the Record Only(Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre-Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre-Filing Meeting Date Request was submitted on:
7/13/2022
Project Contact Information
..................................................................................................................................
Name: Chris Huysman
Who is submitting the information?
Email Address: [e-mail]
Project Information
...............................
Existing ID#: Existing Version:
20061617 7
20170001(no dashes) 1
Project Name: Wendell Falls
Is this a public transportation project?
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County(ies)
Wake
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
211223 wendell final combined.pdf 8.31MB
Only pdf or kmz files are accepted.
Describe the attachments or
comments:
Minor modification to an existing permit.
DWR contact Sue Homewood
Sign and Submit
......................................................................................................................................................................................................................................................................................................................................................................................................

By checking the box and signing box below, I certify that:
• I,the project proponent, hereby certifies that all information contained herein is true,accurate,and complete to the
best of my knowledge and belief.
• I,the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a"transaction"subject to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
• 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");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature;AND
• I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in automatically.

WA/WETLANDS
�y Sc WATERS, INC.
December 23, 2021
Mr. Lyle Phillips
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Paul Wojoski
NC DWR 401 Wetlands Unit
1617 Mail Service Center
Raleigh, NC 27699
Re: Wendell Falls Development, Wendell, Wake County, NC
Action ID: SAW-2006-210100
NC DWR: 06-1617
Messrs. Philips and Wojowski;
The purpose of this letter is to request a modification to permit SAW-2006-20100 that is held by
NASH Wendell Falls, LLC. The permit, issued to Mercury Development and transferred to Nash
Wendell Falls, LLC on May 7, 2014, authorized impacts to 0.16 acres of open water, 2,354 linear
feet of perennial stream, 581 linear feet of intermittent stream and 3.24 acres of wetlands.
Temporary impacts were authorized to 0.2 acres of wetlands for mechanized land clearing, and
an additional 2.39 acres of wetlands and 625 linear feet for utility line installation associated with
the construction of the Wendell Falls Development. The project is located on the west side of
Martin Pond Road (SR 2503), in Wendell, Wake County, North Carolina. The site is
approximately 1300 acres and is found at Latitude 35.7694621'N and Longitude 78.4220719'W.
The project contains unnamed tributaries to Marks Creek within the Neuse River Basin (HUC
03020201).
In light of the December 31, 2022 permit expiration, the current modification request is
necessary to reflect changes in the land plan, adjust sewer impacts to comply with current design
standards and utilization needs, develop Americans with Disabilities Act (ADA)-accessible
greenway trails, to construct roadways to access high ground not formerly utilized, and to extend
the existing permit authorization. The modifications are necessary to account for planning,
engineering, and market force oversights, and to refine assumptions that were made during the
initial permit application process. The applicant hereby requests authorization for the changes
described herein and requests that the permit expiration date be extended to December 31, 2027.
A prior permit modification was approved on June 6, 2014 that eliminated two road crossings to
re -habilitate a failing dam, which is currently used as a source of irrigation for 15 acres on the
site. The June 6, 2014 modifications authorized impacts to 135 linear feet of stream channel

below the dam embankment for the construction of a plunge pool, and authorized temporary
construction activities. The modification also included permanent impacts associated with
flooding of 45 linear feet of intermittent stream. Rather than providing monetary compensation
for the unavoidable impacts to jurisdictional features proposed under the June 6, 2014 permit
modification request, the applicant abandoned a proposal to construct two road crossings (R1 and
R7) which proposed 135 linear feet of permanent stream impacts and 0.11 acres of permanent
wetland impacts, respectively.
Under the approved permit authorization, the project contemplated 4000 residential units and
450,000 square feet of retail and commercial uses. The current site plan maintains the number of
residential units and more than doubles the proposed square footage of retail and commercial
uses through vertical construction. The currently proposed permit modifications described in the
attached tables and figures can be summarized as follows: total temporary impacts associated
with sewer installation decrease by 58 linear feet of streams and 0.022 acres of wetlands; ADA
greenways and a new pedestrian trail increase permanent stream impacts by 89.4 linear feet and
wetland impacts by 0.002 acres; roadway stream impacts decreased by 63 linear feet.
The current site plan shows the distribution of residential and commercial uses throughout the
development. The current site plan maintains the commercial uses proximate to the intersection
of Wendell Falls Blvd and Interstate 87. While the footprint of the commercial area has
increased, the majority of the increases in the available square footage are associated with
vertical development that will achieve five stories. The revised land development plan includes
a comprehensive stormwater management plan that is administered by the developer in
accordance with Wake County standards that achieve Phase II treatment standards. All
stormwater basins discharge at the highest possible elevation within the drainage basins, and
incorporate energy dissipation.
This permit modification proposes the minimum necessary impacts to complete the construction
of the sewer infrastructure sized for the build -out of the project. Temporary sewer installation
impacts are necessary to connect the site with City of Raleigh Public Utility Department
(CORPUD) facilities. With the exception of sewer impacts 18 and 21, all of the proposed sewer
infrastructure is designed and constructed to serve the entirety of the resident drainage basin to
its current zoned capacity. The overall length of stream impacts from sewers decreases by 58
linear feet through the use of aerial crossings at two separate locations, one of which requires the
minimum necessary wetland impacts for the construction of support piers. The aerial crossing
drawings specify that the lines will be encased and shows that they are over 4' above the existing
channel. All areas that are temporarily impacted will be restored to pre-existing contours and
stabilized in accordance with erosion control best management practices per CORPUD
requirements.
Permanent stream impacts associated with greenway and pedestrian trails have increased 89.4
linear feet due to planning oversights during the initial permitting of the project. Specifically,
the design of a section of ADA-accessible greenway did not account for topographic constraints
that exceed ADA slope design standards. Impacts associated with G9 are necessary to create
pedestrian connectivity throughout the site and utilize an existing pedestrian underpass of
Wetlands & Waters, Inc.
WETLAND AND ENVIRONMENTAL CONSULTANTS

Wendell Falls Parkway. The initial planning concepts placed the pedestrian underpass at its
location but failed to account for slopes that rise into the development area. As a result, it is
necessary to construct a long sloping switchback that complies with ADA requirements.
Fortunately, the best alternative aligns with a 30 foot wide CORPUD utility ROW and does not
require the removal of any trees or result in conditions that substantially differ from the current
use. The impacts have been minimized as much as possible by designing a bulb out that
minimizes the impacts while providing mandated slopes.
The project includes additional buffer impacts at the proposed Neuse River Veterinary Hospital
totaling 286 sqft. for stormwater outlet protection. The protection is necessary due to CORPUD
restrictions that prohibit outlet discharges in their ROW. No other stabilization alternatives have
been identified by the project engineer.
The attached table enumerates the changes from the previously permitted length to the total
impacts necessary to complete the project. The attached drawings depict each of the crossings in
plan and profile. Project impacts for stream crossings remain essentially the same considering
the reallocation of impacts amongst the permitted crossings.
The project has already mitigated for the approved 2,354 linear feet of streams, 2.51 acres of
wetland impacts and 405,031 square feet of buffer impacts based on a NC Ecosystem
Enhancement Program receipt dated November 14, 2007. The applicant is proposing additional
mitigation for the proposed additional 8 linear feet of impacts through either the state in -lieu fee
program or a private mitigation bank at a 2:1 ratio (in accordance with the Mitigation Banking
Rules and current applicable fees) 90 days prior to the construction of the crossing R16. The
applicant proposes no additional mitigation for the additional 0.001 acres (398 sqft.) of wetland
impacts that result from the project as the increases are associated with temporary sewer
construction.
Under the proposed permit modification, impacts to stream buffers increase by a total of 2,219
square feet. Permanent buffer impacts associated with road and greenway construction under this
modification total 7,380 sqft. and temporary impacts associated with utility installation total
4704 sqft.
Buffer mitigation for new impacts is assessed at 4,179 sqft. based on 283 sqft. of zone one
impacts at a 3:1 ratio and 2,220 sqft. of zone two impacts at a 1.5:1 ratio. The total buffer
mitigation requirement would be paid within 60 days of authorization of this modification.
There are no known occurrences of federally protected species within the project area based on
the attached Natural Heritage Program report. We do not believe it is necessary to conduct
surveys for federally protected terrestrial plant or animal species to make a "no effect"
determination since no new terrestrial species have been added to the list of Federally Protected
Species within Wake County, NC since the initial permit was issued. A number of protected
aquatic species have been listed as occurring in Wake County since the initial permit was issued;
however, we do not believe it necessary to conduct surveys for aquatic species because there are
no known occurrences of these species within Marks Creek, a tributary of the Neuse River,
which has been the subject of many biological studies by both private and public entities
Wetlands & Waters, Inc.
WETLAND AND ENVIRONMENTAL CONSULTANTS

including the Triangle Land Conservancy and the NC Ecosystem Enhancement Program. None
of the studies identified populations of the recently listed species in Marks Creek.
We believe that there is no need to conduct additional Cultural Resources reviews for the site
since the boundaries of the project have not changed and no previously unidentified cultural
resources have been discovered during construction of the project.
The modification needs to be issued to:
Tanya Matzen
NASH Wendell Falls, LLC
4020 West Chase Blvd., Suite 150
Raleigh, NC 27607
Phone: [phone]
Email: [e-mail]
Thank you in advance for your consideration of this request and do not hesitate to call me at
336.406.0906 with any questions that you might have.
Chris Huysman
CC: Paul Wojoski (via email)
Lyle Philips (via email)
Wetlands & Waters, Inc.
WETLAND AND ENVIRONMENTAL CONSULTANTS

Permitted Zone 1
Proposed Zone 1
Permitted Zone 2
Proposed Zone 2
Permitted Stream
Proposed Stream
Permitted Wetland
Proposed Wetland
Buffer Impact Area
Buffer Impact Area
Buffer Impact Area
Buffer Impact Area
Phase
Impact #
Impact Length (LF)
Impact Length (LF)
Change
Impact Area (sf)
Impact Area (sf)
Change
(sf)
(sf)
Change
(sf)
(sf)
Change
NOTES
Richardson
Phase 11
Collective
Phase 7
R12 (R)
R13 (R)
S11
P1 (NEW)
R5 (R)
R6 (R)
R7 (R)
S20 (NEW)
138.0
0.0
20.0
0.0
137.0
144.0
0.0
0.0
134.5
0.0
0.0
19.4
142.5
163.6
0.0
30.9
- 3.5
0.0
- 20.0
19.4
5.5
19.6
0.0
30.9
1,171.0
4,996.0
768.0
0.0
2,601.0
8,433.0
6,673.0
0.0
974.0
4,973.0
0.0
403.0
2,776.0
6,513.0
6,910.0
2,306.0
- 197.0
-23.0
- 768.0
403.0
175.0
-1,920.0
237.0
2,306.0
8,826.0
0.0
1,475.0
0.0
8,803.0
9,473.0
365.0
0.0
7,042.0
0.0
0.0
1,728.0
7,717.0
9,125.0
0.0
1,915.0
S21 (NEW) 0.0 0.0 0 0.0 257.0 257.0 0.0 2,059.0
S22 (NEW) 0.0 0.0 0 0.0 0.0 0.0 0.0 2,556.0
R15 (NEW) 0.0 0 0 0.0 1080.0 1,080.0 0.0 0.0
R11 157.0 157 0 0.0 0 0.0 9,545.0 9,545.0
S1 68.0
G1 15.0
S17 0.0
G11 0.0
S18 0.0
S19 0.0
Phase 8/Greenway G9 (R)
Flex
Neuse Vet
0.0
0.0
0.0
0.0
0.0 71.9
R8 (R) 175.0 212.2
R8A 134.0 0.0
R14 (R) 144.0 178.9
- 68.0
- 15.0
0.0
0.0
0.0
0.0
85.0
37.2
-134.0
34.9
- 8.0
0.0
0.0
566.0
323.0
1,067.0
821.0
0.0
0.0
0.0
0.0
1,602.0
0.0
0.0 23.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 566.0
- 323.0
535.0
- 821.0
23.0
0.0
0.0
0.0
398.0
2,341.0
1,095.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 1,784.0
0.0
- 1,475.0
1,728.0
- 1,086.0
- 348.0
- 365.0
1,915.0
2,059.0
2,556.0
0
0
- 2,341.0
- 1,095.0
0.0
0.0
0.0
0.0
5,001.0
1,530.0
962.0
0.0
5,351.0
5,882.0
1,691.0
0.0
3,443.0
1,538.0
0.0
993.0
4,971.0
5,339.0
0.0
1,279.0
- 1,558.0
8.0
- 962.0
993.0
- 380.0
- 543.0
- 1,691.0
1,279.0
REVISED SLIGHTLY SHIFTED CROSSING
REVISED SLIGHTLY SHIFTED CROSSING
NOT USED
NEW PEDESTRIAN CROSSING
REVISED SLIGHTLY SHIFTED CROSSING
REVISED SLIGHTLY SHIFTED CROSSING
REVISED SLIGHTLY SHIFTED CROSSING
NEW OPEN CUT UTILITY CROSSING
0.0 1,743.0 1,743.0 NEW AERIAL UTILITY CROSSING
0.0 1,279.0 1,279.0 NEW AERIAL UTILITY CROSSING
0.0 0.0 0 NEW ROAD CROSSING
5,308.0 5,308.0 0 TO BE USED PER ORIGINAL PERMIT
1,349.0
659.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
- 1,349.0
- 659.0
0.0
0.0
0.0
0.0
NOT USED
NOT USED
NOT USED
NOT USED
CHANGE PERMITTED PREVIOUSLY
CHANGE PERMITTED PREVIOUSLY
0.0 4,575.0 4,575.0 30.0 2,835.0 2,805.0 NEW GREENWAY PATH TO MEET ADA REQUIREMENTS
10,714.0
8,617.0
8,873.0
12,321.0
0.0
11, 261.0
1,607.0
- 8,617.0
2,388.0
- 283.0
6,426.0
5,225.0
5,080.0
0.0
7,316.0
0.0
6,514.0
286.0
890.0
- 5,225.0
1,434.0
- 286.0
- 2,222.0
REVISED SLIGHTLY SHIFTED CROSSING
NOT USED
REVISED SLIGHTLY SHIFTED CROSSING
NEW OUTLET PROTECTION OUTSIDE OF SEWER ROW

PHASE NUMBER
X
QUARTER AND
YEAR WORK TO BE
COMPLETED

I 1 20' NEUSE RIVER RIPAR/AN d \BUFFER ZONE 2 1 •
•
/// I / / ,/// I I, I II
30' NEUSE RIVER RIPARIAN I I
BUFFER ZONE 1 \
\ \ \ \ I
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1 / 2, 776 SF
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(REVISED) 2,285 SF
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wiRSe-� / l
wwywir142.5 LF / j i/
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EXISTING WETLAND AREA \ 1
IINNWIrfltrrAtAm Pr, 44007.1,4 , -Nil
T 5� I\ /
SF7
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265
\72" RCP STORM 1
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1 / / / / / N / 1 • I I /
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R5 (R)
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4._A*4
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1 1. N 1 ♦
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1\\ \� \ TO BE PROTECTED
\ ,
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1
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ZONE 2 BUFFER IMPACT 5
(REVISED) 2,686 SF
\
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t
CLASSIFICA TION
ROAD CROSSING
WETLAND
IMPACT
2,776 SF
STREAM
IMPACT
142.5 LF
TOTAL
2,776 SF
142.5 LF
4,0,McKIM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
WETLAND IMPACT y=AP
IMPACT 5 (REVISED)
Phase 11 at Wendell Falls
7,717 SF
\
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\ 0, ► \
\\ _ \
\
\
_
•
•
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_
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•
•
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ZONE 1 ZONE 2
AREA AREA
4,971 SF
7,717 SF
Scale: 1"=30'
0 15
30
Date:
Dec. 3, 2021
4,971 SF
N

280 280
275
275
270
of
270
265
-
I
265
- N -
n-
I
PROPOSED
GRADE
N
260
I
260
HW-11-400
I
KEYED —IN
255
CLASS
TO EXTENTS
B RIPRAP
SHOWN
HW-11-401
255
I
i
EXISTING
GRADE
I
` /
727 RCP®
1Ntr-r--
0
54
250
INV.
IN 252.85
.a;a..
250
I
1
it rdi ��
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INV. IN
252.35
it..vtv
245
EM:EDMENlI
1':
LOW S
REAMBED
�
25'
LINED
RIPRAP
L x
WITH
PLUNGE
22' W X
NCDOT
POOL
1.5' D
CLASS 1
245
AT
RIPRAP
24"
PLACED
DEPTH
254.15
254.52
o
1'0
6
N
00
N
6
N
267.30
256.05
267.23
256.72
253.94
253.51
9+50 10+00 10+50 11+00 11+50 12+00 12+50
4.MEOM&CREEDWETLANDIMPACTPROFILE
Scale:1"50'
1730 Drive, Suite 500
IMPACT 5 (REVISED)
0 25 50
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Phase 11 at Wendell Falls
Date:
Dec. 3, 2021
N

/
/
/
e.
, , //r
20' NEUSE RIVER RIPARIAN ' ' /
BUFFER ZONE 2
Air
30' NEUSE RIVER RIPARIAN
BUFFER ZONE 1 /
ft 1( (/\ / 1 I / / I
EXISTING WETLAND AREA
/
TO BE PROTECTED
J. PUMP AROUND
I '
ZONE 1 BUFFER IMPACT 6
(REVISED) 9,739 SF
- •
•
/
ZONE 2 BUFFER IMPACT 6
(REVISED) 2,548 SF
/
/
/
WETLAND IMPACT 6 (REVISED)
6,513 SF
v �
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1- 1
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
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CLASSIFICA TION
ROAD CROSSING
TOTAL
5
/
TEMPORARY SILT FENCE
J25i�5
96" RCP STORM
PIPE
STREAM IMPACT
N163.6 LF
b /
r /■
2� �1 /•�°
/
:/ /t///4,
/
I EXISTING WETLAND AREA
8 TO BE PROTECTED
I /
1-
I
270
ZONE 2 BUFFER IMPACT 6
(REVISED) 2,791 SF
r r
/
'I.
WETLAND
IMPACT
6,513 SF
6,513 SF
WETLAND IMPACT y=AP
IMPACT 6 (REVISED)
STREAM
IMPACT
163.6 LF
163.6 LF
/
/
/
ZONE 1 ZONE 2
AREA AREA
/
/
/
/
9,125 SF 5,339 SF
9,125 SF 5,339 SF
Scale: 1"=30'
0
15
30
Phase 11 at Wendell Falls
Date:
Dec. 3, 2021
N

280 280
275
275
I
270
o
0
270
,
265
265
260
PROPOSED
GRADE
8"
SLAB THICKNESS
260
STANDARD
WINGWALL—N
HW-11-403
255 KEYED
MITERED
FOR
FILL SLOPE
HW-11-402
2:1
—
7-
STANDARD
MITERED
FILL SLOPE
WINGWALL
FOR
2: 1
GR
56
+.
—IN
CLASS
TO EXTENTS
B RIPRAP
SHOWN
DOWNSTREAM
INVERT
252.30
EXISTING
250
\
32.0'
—
250
i
UPSTREAM
INVERT
252.75
=%
-
-
245 WITH
8"
SLAB
THICKNESS
I
-EMBEDDED
STREAMS
RIPRAP
32' L x
LINED
PLUNGE
29.33'
WITH NrfOT
POOL
W X 1.5' D
CLASS 1
245
1' BELOW
rD ELEVATION
87 LF
1' TALL
8'X6'
END SILLS
REINFORCED
AT
CONCRETE
CULVERT
INLET AND
@ 0.52%
OUPET
BOX
RIPRAP
AT 24'
PLACED
DEPTH
255.02
254.64
254.00
0)
0)
rei
LC)
N
254.01
268.76
254.00
269.03
253.97
0)
0)
rei
Ln
N
r)
C7
rri
LO
N
N
r7
LC)
N
9+50 10+00 10+50 11+00 11+50 12+00 12+50
4.MEOM&CREEDWETLANDIMPACTPROFILE
Scale:1"50'
1730 Drive, Suite 500
IMPACT 6 (REVISED)
0 25 50
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Phase 11 at Wendell Falls
Date:
Dec. 3, 2021
N

\ 20' NEUSE RIVER RIPARIAN
BUFFER ZONE 2
\ N. \'\\ r-)
CO
\ \ 30' NEUSE RIVER RIPARIAN n
•
\ \ •. ` BUFFER ZONE 1 •
/J1:\
• / I TO BE PROTECTED
40
\ \,-----\ 1 I
• - -12
\\ „. _,_— ei—,,A_,
,.
, .
N ___
�_ ...,ii �\\\ ,
48" RCP STORM PIPE ,
,,
1
WETLAND IMPACT 7 (REVISED)
6,910 SF
/� /.
cz .' '
vM2K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
EXISTING WETLAND AREA
280
P7===== ://
UMP AROUND
CLASSIFICA TION
ROAD CROSSING
\ \
\ \
\ `\ \
\� \ \
\
\
`\ \
EXISTING WETLAND AREA
TO BE PROTECTED ,
TOTAL
WETLAND IMPACT y=AP
IMPACT 7 (REVISED)
Phase 11 at Wendell Falls
WETLAND
IMPACT
6,910 SF
6,909 SF
ZONE 1
AREA
0 SF
Scale: 1"=30'
0
15 30
Date:
Dec. 3, 2021
ZONE 2
AREA

300 300
295
295
o
290
,K
R,
290
285
csi
1>?
285
PROPOSED
GRADE
280
EXISTWG
GRADE
280
H
W-11— 4C4
.--
/
--- --- ---,..
---
H W—
11-405
KEYED —IN TO
275
CLASS B
EXTENTS
RIP R\,4-P
SHOWN
1
„
Li-
275
77.777.777777.7.77-7:7„,...,„_
4,2
RIPRAP
OUTLET
PROTECTION
CDOT CLASS 1
UPSTREAM
270
INVERT
273.
0
RIPRAP
AT 24"
PLACED
DEPTH
270
EMBEDDED
STREAMBED
DOWNSTREAM
1'
ELEVATION
BELOW
INV—RT
272.50
265
265
CD
oci
C \ 1
275.35
279.14
288.34
278.51
288.12
277.55
273.85
9+50 10+00 10+50 11+00 11+50 12+00
4
WETLAND IMPACT PROFILE
Scale: 1"=50'
McK11\4& CREED
1730 Drive, Suite 500
IMPACT 7 (REVISED)
0 25 50
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Phase 11 at Wendell Falls
Date:
Dec. 3, 2021

-----2S5-----
ZONE 1 BUFFER IMPACT 8---
(REVISED) 12,321 SF--
-- 30' NEUSE RIVER RIPARIAN
BUFFER ZONE 1
777
•
•
\
4,0,McKIM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
\
•
93 ' R/W
PROPOSED ROADWAY
72" RCP
PIPE
•
•
•
.
7--,
\
• \
•
•
•
• \ • . •
. \ \
\•\
• \ •\ —__
\ \
`• .
. \
STORM ' \ \ . \
\ \
\ \ 'J
\ c9 N.
\ S N
▪ •
r. . •
• \ .
•
\\•
\ ZONE 2 BUFFER IMPACT 8
•
\ (REVISED) 3,642 SF . \
\
\ `,1����
\ • \
ZONE 2 BUFFER IMPACT 8 --
(REVISED) 3,674 SF
\
R8 (R)
CLASSIFICA TION
ROAD CROSSING
TOTAL
WETLAND IMPACT y=AP
IMPACT 8 (REVISED)
•
\ \
.• \ \ •\ \
•
\\ \ • \•
1
\ '—z, .\\ \\ I \
• \----- fi3 \• \
- \\\ STREAM /MPACT `\ \\ \\ • •
—\\..j \\\ 212.2 LF \
��\ \ \ \
\
•
�• \�
RIPRAP \ '2iS''o. \ \ `
\
•
•
•
•
ma
\ • • ___
• `\ `. •\\,*4
\ \ \ N.
\N.
•J\
20' NEUSE RIVER RIPARIAN =
BUFFER ZONE 2 — — — — —
STREAM
IMPACT
212.2 LF
212.2 LF
Flex at Wendell Falls
ZONE 1
AREA
12,321 SF
12,321 SF
Scale: 1"=40'
0 20
Date:
Dec. 3, 2021
40
ZONE 2
AREA
7,316 SF
7,316 SF

280
280
275
NO E ARA
1
EWD
1
o
,c
o
('
275
ROADWAY
ROSS SE
ON
ct
270
270
265
\i(6/
:92'
265
260
PROPOSED
GRADE
260
HEADWALL
CLASS
KEYED —IN TO EXTENTS
255
HEADWALL
255
B
RIPRAP
SHOWN
E
STING
L
/
N-.
/ x
\
z
GR
—
DE
r
I
INV. IN TO MATCH
OF ST
250
7
I
:f±i.2-,.,„,.,
1
I
250
CENTERLINE
, . .
!;':,•.1?:.,
t..•-;
.nl.',:-.:i:
.Ni.f,,*:i.i,
.‘,1:;:-.!;:,:!;',;
,:,45,,,,
Awe
,......e._
,...1,_
INV. OUT
OF STREAM
TO MATCH
ELEVATION
CENTERLINE
1
245
PIPE
LENGTH
VARIES
ir
EMBEDMEN
1' BELOW STREAMBED
-..
T
RIPRAP
LENGTH
CULVERT
PLUNGE
VARIES
DESIGN
POOL.
WITH
245
256.25
256.25
255.40
255.40
254.51
254.51
256.23
to CO
CN1 (.0
6 6
in Lo
C•1 cN
255.66
255.02
255.02
252.97
252.97
9+50 10+00 10+50 11+00 11+50 12+00 12+50
WETLAND IMPACT
Scale: 1"=50'
MoKIM&CREED
1730 Drive, Suite 500
TYPICAL PROFILE
0 25 50
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
R8, R14, & R16 at Wendell Falls
Date:
Dec. 3, 2021

i1 ®'
� . • 0.
ZONE 1 BUFFER IMPACT 12 —
(REVISED) 7,042 SF
RIPRAP —
.•-:._••••••••
��' r.. ■ .—..
30' NEUSE RIVER RIPARIAN
BUFFER ZONE 1
AREA
R12 (R)
ZONE 2 BUFFER IMPACT 12 ,
(REVISED) 1, 653 SF
'.
.• •�■■ �' /• //
4.*4/
_N-N---
1.
,���®_-- --- _ , i
�, - nrLAFD IMPACT 12 (REVISED)
S-- -. EX/STING WETLAND AREA
_\ TO BE PROTECTED
2
ZONE 2 BUFFER IMPACT 12 ____-----
----__ (REVISED) 1,790 SF
295 ---
CLASSIFICA TION
ROAD CROSSING
WETLAND
IMPACT
974 SF
TOTAL
974 SF
STREAM
IMPACT
134.5 LF
v �M 2K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
WETLAND IMPACT y=AP
IMPACT 12 (REVISED)
Richardson Tract
at Wendell Falls
134.5 LF
7,042 SF
ZONE 1 ZONE 2
AREA AREA
3,443 SF
7,042 SF
Scale: 1"=30'
0
15 30
Date:
Dec. 3, 2021
3,443 SF
N

310 310
305
305
,
300
0,—
ecl
,
300
1
295
EXISTING
GRADE
PROPOSED
GRADE
295
\ r
290
/
1
290
NCDOT STANDARD
CLASS
B
HEADWALL
RIPRAP
KEYED —IN TO EXTENTS
285
SHOWN
NCOOT
STANDARD
HEADWALL
285
INV. IN
283.05
24.
280
INV.
IN 281.05
280
R p
— 12 .
i
R/PRAP
24'
PLUNGE
L x 22'
POOL
W X
1.0' D
LINED
WITH
NCDOT
CLASS 1
275
— E
1'
BEDMENT
BELOW
RIPRAP—PL-ACE-D
A
STREAMBED
T 24" DEPTH
275
284.15
292.64
h.
CC)
L.C5
CD
CN
295.34
294.80
o V)
CN
L.C5 c\i
0) 00
CN (.1
284.05
9+50 10+00 10+50 11+00 11+50 12+00
4
WETLAND IMPACT PROFILE
Scale: 1" =50'
McK11\4& CREED
1730 Drive, Suite 500
IMPACT 12 (REVISED)
0 25 50
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Richardson Tract
at Wendell Falls
Date:
Dec. 3, 2021

EXISTING WETLAND AREA
TO BE PROTECTED /
/
/
30' NEUSE RIVER RIPARIAN
BUFFER ZONE 1
20NEUSE RIVER RIPARIAN
BUFFER ZONE 2
M 2K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
AREA CLASSIFICA TION
ZONE 2 BUFFER IMPACT 13
(REVISED) 1,538 SF
WETLAND
IMPACT
ZONE 1
AREA
ZONE 2
AREA
TOTAL 4,973 SF 0 SF 1,538 SF
WETLAND IMPACT y=AP
IMPACT 13 (REVISED)
Richardson Tract
at Wendell Falls
Scale: 1"=30'
0
15 30
Date:
Dec. 3, 2021
N

315
315
310
310
1
o
305
0
305
0
O
N�
i=
rn N
N-
o W Z o
300
PROPOSED
v)v)ct---zz
4.9
LF
(1 7. U,S/
300
GRADE
I _
KC-)
:I W-2- 06
295
7
RETAINING
AT EDGE
APPROVED
WALL
OF
IMPACT
295
EXISTING
GRADE
290
i
290
285
285
I
293.98
297.81
297.92
301.79
301.43--
302.00
in
cn
V)
9+50 10+00 10+50 11+00
v�M K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
WETLAND IMPACT PROFILE
IMPACT 13 (REVISED)
Richardson Tract
at Wendell Falls
11+50
Scale: 1"=50'
0
25
50
Date:
Dec. 3, 2021

/ 4.• //
/
/ /
/ /
/ / /'
//
�,-' RIPRAP
' II / -- -
-/ / / / /',;_
/ ,','/i7i-'--S`�
/ / //'/z,//
/ 1 / / ,//
,/ \ 1j /%/// \ /
////
- „%,/
•./
/ . , - - -
/ ./
ZONE 2 BUFFER IMPACT 14
(REVISED) 3,225 SF
\\‘‘,
\„;..f,k,
*44 44, svt,
,re 4 4 A,
44
, 0 i e_:ir1 :Se4.-�iiiC/�'
.�,♦iii♦�,iA♦ii♦h�1 � i• �♦S•
♦iO♦iii♦
.`.Q �♦s
♦
114,
t Ak ot, ,N<-,N
. ..,,,4. , - Ns.
,,,,,,,
..:,.,..„:. .,,.. , /„.. ,›.-,
ZONE 1 BUFFER IMPACT 14 `------ )' A t
/ / /
, /' /
/ / / /
,- //
/ / / /
30' NEUSE RIVER RIPARIAN
BUFFER ZONE 1
20' NEUSE RIVER RIPARIAN
., - BUFFER ZONE 2
1N
1 1 / // / / /
1 / / ,/ / /
/
/
/
/
4,0,McKIM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
/ / /
R 14 (R)
(REVISED) 11,261 SF
co
ROAD CROSSING
TOTAL
WETLAND IMPACT y=AP
IMPACT 14 (REVISED)
Flex at Wendell Falls
178.9 LF
•I.•�
•
••I
••-
7-1 • / ��,,
_111// ///,
/ - )//// / //.�.
j/ / ///
�RIPRAP j -- f9�"�'/� i i/
- ZONE 2 BUFFER IMPACT 14
(REVISED) 3,289 SF
/
/
11,261 SF 6,514 SF
178.9 LF 11,261 SF 6,514 SF
Scale: 1"=40'
0
20 40
Date:
Dec. 3, 2021

EXISTING WETLAND AREA
TO BE PROTECTED
-
\ \•
•\ I \ \
•• \ •\•
30' NEUSE RIVER R/PARIAN� _ __ \\
_ BUFFER ZONE 1 _ _ — �
____ /./;;
20' NEUSE RIVER RIPARIAN _
\\ <
BUFFER ZONE 2 ; 25
// t4-1.-_ — — _ .../ /
� —
s/ r
;,/'
7ij/
-----------7i
/
v�M 2K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
TOTAL
WETLAND IMPACT y
IMPACT R15
AP
Collective at Wendell Falls
WETLAND IMPACT R15
1,080 SF
1,080 SF
0 SF
Scale: 1"=30'
0
15 30
Date:
Dec. 3, 2021
/
_ ss
•
•
\
•
•
•

270 270
265
265
260
260
PROPOSED
GRADE
OI('
eci
255
255
250
w
250
`
NCDOT
STANDARD
HEADWALL
245
\
245
PROTECTION
\
I
RIPRAP
OUTLET
240
EXISTING
GRADE
— — —
240
i
235
235
251.35
257.30
250.67
257.01
249.22
256.39
246.35
256.06
245.29
256.26
243.95
252.85
242.99
245.42
242.91
243.84
9+50 10+00 10+50 11+00 11+50 12+00 12+50
v
WETLAND IMPACT PROFILE
Scale: 1"=50'
vNl<TQM�CREED
1730 Drive, Suite 500
IMPACT R15
0 25 50
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Collective at Wendell Falls
Date:
Dec. 3, 2021
N

•
20' NEUSE RIVER RIPARIAN ,_-
30' CITY OF RALEIGH BUFFER ZONE 2
��-- 230 SANITARY SEWER EASEMENTiiii1
•
\'_�1------_/----__-- ------
/ 0 30' NEUSE RIDER RIPARIAN c
. / ---_ BUFFER ZONE 1 ,�
rn '•-
_ _--- �7
-- ZONE 2 BUFFER IMPACT S21
1,139 SF
-------/ -- 225
WETLAND IMPACT S21
164 SF
09°4
EX/STING WETLAND AREA
,:�� TO BE PROTECTED•
•
8" DI SEWER MAIN AERIAL CROSSING
IN i 16" STEEL ENCASEMENT- --
.i•./ -_
1 r___ -/ \�`\ -
i �,,, „' ''- SEWER PIER
r • Y -y j /; 2--- - -- - - -
_ �t
- - •••'b-- - ZONE 2 BUFFER IMPACT S21 I \
ZONE 1 BUFFER IMPACT S21
--2,059 SF '
!�� EXISTING WETLAND AREA
T -I TO BE PROTECTED
// /. //
i - / ,- - - - ��• __ - `. \�\\ \ _ \\ \ \ \\ \ \ \
-i-�- '-� -/ / / - •- - . \ \1 . N \ \ \ \ .\ \ \
��, 4: /' ,/.'., 30' NEUSE RIVER RIPARIAN `\ \�`\ \\ \ \ `\ \ \\ \ `\ { `\ \ \
>�' r•�-' BUFFER •
ZONE 1 \ ` \ `\ \ `\ \ \\ \ \\ \ `\\ ` \
/
- ---
225
/ ////,
- SEWER PIER / / / , fj1
/ 11
/ / / / I`1 1 /
I/ / / / \�\ / / / / /
jj % // / v ,�' / /.l l • l
/ / /
\\-- / / /
• - J/ / / / \ /' / / / / i
/ / ` \\ / / / / / /
/
I\ WETLAND IMPACT S21 1 1 1 i T 1
;93SF 1 1 1 1 Ili
\ 1 1 I
♦ \\- \ 11 I 1 1 I
�♦\ ., \I \ \ 1 1 1 \
-225\
v1 1 1 .v IV j I \
` _ -� I 1 I I A\ A
\ 1 1 \ \ \
'- �; /'��,-- �' 20'-NEUSE RIVER RIPARIAN \\ \\I\` \\ \\\` \'\\\\``\\� \\\\\ \ \\�\ \\ \`
- -♦ / / BUFFER ZONE 2 ^ \\ \ \ \\ \ \ ---_ \\\\ \ \ \ \ \ \ \
'' , `a� //' /,-' i,ii�� / /-� /1'-
-/Sri \\`�\` \\\3� \\\_� `\ `\\ \\ \\ \\\ 1 \\\
/ '� .� \ \ \ \ v \
T/ / / / / -� / ., \ V2 \ v \ \\ \ - \ \\\\ \\\
, . _ - / Nam/ .fig /' ,- -'- \ \ --� ' \ \ \` \ 7.-:
O \ '� \ \ \ \ \\ \
' /' /' / ,, O_,/
/'/ /-/ // S/' 7, w
/ � / /mD
SS,' / / v, m - S21 SEWER CROSSING
/ / / c-\
AREA CLASSIFICA TION
WETLAND
IMPACT IMPACT AREA AREA
257 SF
STREAM ZONE 1 ZONE 2
0 LF 2,059 SF 1,743 SF
TOTAL 257 SF
0 LF 2,059 SF 1,743 SF
v�M2K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
WETLAND IMPACT y=AP
IMPACT S21
Scale: 1"=30'
0
15 30
Collective at Wendell Falls
Date:
Dec. 3, 2021
N

0
0
�o
•tn
tod
1 +
245 ;o
o
NoN
Na
j -.
245
240
U.
z cf)
Lu�0
, ,
? ?
1 1
EXISTING SANITARY SEWER PER MCKIM
& CREED PLANS "WENDELL FALLS
COLLECTIVE — INTERCEPTOR SOUTH"
m•,
0
0
cm
co
ido
UT=227.80"
0
A
STATUS APPROVED 3/26/2021
PERMIT NO: S-4839
CORE AND BOOT
CA
o
in
+
cy
N 0 0,5
N
1
235
I
I
\
NEW
EXISTING
CONNECTION
MANHOLE
TO
=I
W
z Z
o
Z
235
I
I
PIPE
THICKNESS
CORPUD
SHALL BE IN 16"0,
STEEL ENCASEMENT
STANDARDS @ 43'
0.375"
(A53
SUPPORT
WALL
Gr.B)
SPACING
PER
/
230
PER
CASEMENT
SUPPORTS
EITHER
DETAIL S12/02.3
SHALL EXTEND
OR 4'-0" INTO
SIDE OF CROSSING.
4'— 0"
EMBANKMENT
PAST END
ON
230
II
II
PROPOSED
GRADE
/
225
II
II
/
225
_ ,
r
'
//
/ 7�
_/W//7l//T
-
I
I /////�
" (
258.5
LF
—
' DIP
j0.5iX
220
\
43.0'
EXISTING
GRADE
220
—
0�
CONCRETE
PIERS
(TYP)
215
CONCRETE P1
STA 10+71.
PER DETAIL S-14/02.
CONCRETE PIER
REQUIRE CONCRETE
PER DETAIL S-19/02.
3.
SHALL
NOSING
3.
215
STA
N
N
N
O
N
N
0
N
N
N
0
H
N
0
0
N
N
223.35
224.00
225.18
' N
0
N 0
N N
230.52
228.40
231.00
230.88
0
H
N
N
N
N
9+7510+00 10+50 11+00 11+50 12+00
12+502+75
WETLAND IMPACT PROFILE
Scale: 1"=50'
4McK11\4& CREED
1730 Drive, Suite 500
IMPACT S21
0
25
so
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Collective at Wendell Falls
Date:
Dec. 3, 2021
N

// 1
/1 I
I�I /
I
/\ // /' ,/ /,/ /'--`� .\ -�� ,'�
/ j / / 1• / / \ _,'' // ,' 20' NEUSE RIVER RIPARIAN
// 1 / / 1 l tss \ ---- ,' ,�' BUFFER ZONE 2 -
/ / / / / / \ 1 C \ ,' �� /' ,r' /' ----• \\
/// // / \\ i • \ \\\ E\GN Nf ,,-' �/ ,'� 30' NEUSE RIVER RIPARIAN i \
/// \\\ I \ \\-- Ri\L SEME-- ,' BUFFER ZONE 1 .\ \\
. `----- \ \ of EP \
--\ o\�� DER \ \
� ----\-- N\IP . ------, // \ ---
1 1 /' �� �' \ \
\ 1 1 /' /'� ���1 �•'� , �■ :ram_-- WI .
ZONE 2 BUFFER IMPACT S22'� . Gj'J _ _ ____ •
\ l /'
/ /
/ / / / / / /, /
/ / / /.// // �/ /
/ �� '� ♦
, , / /
,/ 8" DI SEWER MAIN AERIAL CROSSING. ,
/ IN 16" STEEL ENCASEMENT
,J / ///
//
\ \
/' / // / : / ,/
• / // �,' ,/;
•
,>' ,' ,' ♦ ,' / 41 1 1
`>y.',/ii1•
/
/ /1
ti0 ,',.i • ///I• 1
/ / /. /' ♦ /.// / /
/ /'/ I/ `. ,i' /'''// / ' / f
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658 SF �.
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v�M2K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
S22
/
ZONE 1 BUFFER IMPACT S22 `\
2,556 SF `\
,
,
255
,' ��\ .\
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., 6 \
0,
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/ / BUFFER ZONE 1 , / ,/
'
4' 20' NEUSE RIVER RIPARIAN ,' --.
/ \ I ZONE 2 BUFFER IMPACT S22
1 1 I 621 SF
I 1
I / l .' \ I
I I I ' / 1
I 1
BUFFER ZONE 2
CLASSIFICA TION
SEWER CROSSING
TOTAL
WETLAND
IMPACT
O SF
O SF
WETLAND IMPACT y
IMPACT S22
AP
Collective at Wendell Falls
STREAM
IMPACT
O LF
O LF
ZONE 1
AREA
2,556 SF
2,556 SF
Scale: 1"=30'
0
15
Date:
Dec. 3, 2021
30
,
/
•
ZONE 2
AREA
1,279 SF
1,279 SF

PIPE SHALL BE IN 16"0, 0.375" WALL
THICKNESS STEEL ENCASEMENT (A 53 Gr. B) PER
CORPUD STANDARDS ® 43' SUPPORT SPACING
PER DETAIL S12/D2.3
CASEMENT SHALL EXTEND 4'— 0" PAST END
SUPPORTS OR 4'-0" INTO EMBANKMENT ON
275 EITHER SIDE OF CROSSING.
275
270
o
0
`'
2 o
"-,
0
270
MH-COL-17 (4
STA. 27+42.02
RIM EL V=262.
INV IN 253.00
INV 0 T=252.
OH -COL 18 (4'
:Td 90 c,9 1d
II N
N II
265
W II I—
d 2 aO
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265
n
260
/
260
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GRADE
/
\
255
\
255
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,
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/
210.
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/
/
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RESTRAINED JOINT DIP
CONCRETE PIERS
PER DETAIL 5-14/D2.3.
1
(TYP)
ct
1- _/
`I
W
o
PROPOSED
GRADE
CONCRETE PIER
REQUIRE CONCRETE
PER DETAIL S-19/D2.3.
SHALL
NOSING
W
o
0
N
Li
W
28+67. 1
245
ec
N
240
240
O
0
N
N
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N
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0
N
6
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N
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o
N
Ln
N
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N
256.00
258.30
261.22
N
N
o
0
N
27+227+50 28+00 28+50 29+00 29+589+75
WETLAND IMPACT PROFILE
Scale: 1"=50'
4McKIM&CREED
1730 Drive, Suite 500
IMPACT S22
0
25
so
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Collective at Wendell Falls
Date:
Dec. 3, 2021
N

♦ I 1 j I 1 I \ .. �\ \ \ \ \ �_
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/ / / �/ ZONE 2 BUFFER IMPACT G9 : \ 265 \ '.\`—
•
/ , //'//' A I 1,403 SF ! — GRADE COMPLIES WITH MIN.
I -��- 'ADA STANDARDS. SWITCHBACK
I WETLAND IMPACT G9 i \ \ ' .� /S NECESSARY TO MEET
1\ 23 SF j-
\� \\\ ♦ -___ `MIN. REQUIREMENTS.
ZONE 1 BUFFER IMPACT G9 I ! 1 �r \ •�\\ \ \`�
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4,575 SF
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PROTECTION
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\� 1,432 SF
�\
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v�M2K1M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
EX. G9
STREAM IMPACT
71.9 LF
•
` -- RIPRAP OUTLET
�`... PROTECT/ON —♦` /s\ ,
\;;2 �� - _---
/ \
Z
. I
—1 0 ---- /
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-EX. 8" SEWER MAIN
--
- 30" RCP STORM ,---
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\ 30' NEUSE RIVER RIPARIAN `
\\ BUFFER ZONE 1
\
•
20' NEUSE RIVER RIPARIAN
BUFFER ZONE 2
CLASSIFICA TION
GREENWA Y CROSSING
TOTAL
WETLAND IMPACT y
IMPACT EX. G9
WETLAND
IMPACT
23 LF
23 LF
AP
STREAM
IMPACT
85 LF
•
ZONE 1 ZONE 2
AREA AREA
4,575 SF
2,835 SF
85 LF 4,575 SF 2,835 SF
Scale: 1"=30'
0
15
30
\,\ \,\-\\I
\ \ `�
Phase 8 at Wendell Falls
Date:
Dec. 3, 2021
N

I \
20' NEUSE RIVER RIPARIAN
BUFFER ZONE 2•
11.
1
I / /
,
•
30' NEUSE RIVER RIPAR/AN
BUFFER ZONE 1
I 1 I1
1
I I
1
/ I
I //I
/
//
I /
/
I/
/
//
/ /
/ I
/// 1
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WETLAND IMPACT 20
\
\
\
1
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/
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11 1 1 \1 I I
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1 1 1 1 1
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1 1
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(REVISED)
2,306 SF
I
/. 11/I/ /
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II ZONE 1 BUFFER IMPACT 20
(REVISED) 1,279 SF
I /
1 1
I I
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/ / / / 1 I• 1
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1 /.....v / /
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I.11111 11 1 V 1 1I / /
//I//. I I I 1\II1.▪ 1 1y/�//, -/ 1 lA I 111 I
///�// // / 1 1 1 1 I • 1%1
// /iEXISTING WETLAND AREA
1I TO BE PROTECTED
�1/II
. 1
I / `\
I
ZONE 2 BUFFER IMPACT 20
•� -'' i I ss
•
-3di/Jg----- ---z--------:___— - -3:1— - - --
\ (REVISED) 665 SF
1" jr/ \\ 'if- "." - . rgtik
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t \\ ,,•\\ \
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•
;
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•
•
\
\
4,0,McKIM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
AREA
S20
/
-/
/ r / I 1\I\1 /1 1
\ 1 / I 1 \ 111 \� �__,` ♦'/,//
1 \ \\o\.\ii /r j .i
1 \ \ / \ \ \\\V-f /rr, / �� -'
•
, I • \ \ \ �/// / // ./ �\
1 /%/// r/// / t! art! •.-_ • • \\-
\. \ \\1\ 11
•
• \• \ // /�----------
STREAM IMPACT / I
\l i 1 / 1 i; i� 30.9 LF � / II\ • �V\®'
`� z
ZONE 2 BUFFER IMPACT 20 / \\ \\\ \\\ \\ \-
(REVISED) 614 SF `\ I \ \
•
Ir
;/ 1 / 1 11.I / i ' ---,, 255
\ __ 11 \ `.
CLASSIFICA TION
SEWER CROSSING
WETLAND
IMPACT
2,306 SF
STREAM
IMPACT
30.9 LF
ZONE 1 ZONE 2
AREA AREA
7,915 SF 1,279 SF
TOTAL
2,306 SF
WETLAND IMPACT y
IMPACT S20
AP
30.9 LF
1,915 SF
Scale: 1"=30'
0
15
30
1,279 SF
Phase 11 at Wendell Falls
Date:
Dec. 3, 2021
N

270 270
265
265
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0
260�
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260
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255
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GR
255
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\
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250
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EXISTING
GRADE
7
250
/
245
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245
—
—
240
—
8"
DIP 0) 0.50Z
240
16"0 STEEL ENCASEMENT
INSTALLED BY
OPEN
PIPE
CUT
235
235
0
EN
0
EN
GO
Go
CN
G
Go
CN
EN
0
EN
EN 0
EN
0
EN
0
CN
0
EN
9+50 10+00 10+50 11+00 11+50 12+002+25
40,,
WETLAND IMPACT PROFILE
Scale:l"=50'
M�IQM�CREED
1730 Drive, Suite 500
IMPACT S20
0 25 50
Varsity
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
Phase 11 at Wendell Falls
Date:
Dec. 3, 2021
,N�

/
•1
/
/ /
/ EXISTING WETLAND AREA
♦'
/I •
/•
TO BE PROTECTED , I ,! ,
l .//. ,I. /
,.
/' ///i / I /
30' LUSE ::L'
/' ♦ /
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BUFFER ZONE 1 /, ,/' ♦ i
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/
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//
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/
///
/
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BUFFER ZONE 2 /'
/
I� f/r///
/
I
/
1
ZONE 2 BUFFER IMPACT MF
622 SF
4,0,IVIIKIIVI&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0: 919.233.8091 F: 919.233.8031
//
♦ //
1/f
1 Ii
1/1x 1,1
//,
♦/ i // /t
ZONE 1 BUFFER IMPACT MF
1,728 SF
• ill
J11
I
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i
//'/
/;'
/I N
00
0
/ i 1
AREA
P1
i
/
/
/
/ �l / i / /
/ /r'
//
,/ / / / /
/
/�/ // /
♦I �/ / // .////
•i / // _./ ZONE 2 BUFFER IMPACT MF
/ // �•/ •
/ / , 993 SF
/ // / / / / . / /
/ 0, (y� / / /• / ' / /
1 , /f / // // /.. // n /
/ / /
/lr' I / //1 VV //IV/I I / f,/'
1
1 1. A r/-- "s", / I ��/ ,.
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k it WETLAND IMPACT MF // ! /
\\ . 403 SF /
• I / ♦/ // • /
/,1 1 ' / / ♦/ //
u /
,',' /d"/ I STREAM IMPACT ,� .!' , /
• /,',f// 19.4 LF / lj /
,/ \y• / ./,. ,/ „N I / / ♦♦' /
0 pp / ' / // �J ///
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-��sl��illlNi� / / / ///
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/
� / / /�
, /
/ - / /
/ /
/ / 1/
I // // v
)/
CLASSIFICATION
PEDESTRIAN CROSSING
TOTAL
/' /' ///! ////
/ / / • ,//
/ /,/ ///
// ///%,//i/
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///. // \
/III / // / / /
'
/ /
// / /
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// / / / /
/
/
J
/
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/( / / • : / / / / ,/ // //
/ /
/ / 1 / / / / EXISTING WETLAND AREA ,
/ 1 TO BE PROTECTED 1
// / /, • /: / 1 1
�/ I
/ ii
I . I I
I' I
I I 1
I ; : I
1 I I I ,
WETLAND
IMPACT
403 SF
403 SF
WETLAND IMPACT y
IMPACT P1
AP
STREAM
IMPACT
19.4 LF
19.4 LF
z
ZONE 1
AREA
7,728 SF
/
/
ZONE 2
AREA
1,615 SF
1,728 SF 1,615 SF
Scale: 1"=30'
0
15
30
Richardson Tract
at Wendell Falls
Date:
Dec. 3, 2021
N

PERMIT DRA WINGS FOR
NEUSE RIVER VETERINARY HOSPITA L
\
NN
WENDELL FALLS
rn
70
0
o
rri
POOLE ROAD LOCH TION MAP
Vl
CSD
ENGINEERING
LICENSE / C-2710
P.O. BOX 1250
WENDELL, NC 27591
[phone]
1
PERMIT DRAWINGS FOR
NEUSE RIVER VETERINARY HOSPITAL
LOCATION MAP
1
DATE: 11/30/2021
SCALE: 1 " = 1000'
DRAWN BY: JFO
PROJECT NO. 21- 0559
Sheet PD-1
Sheet No.
1 OF 2

BUFFER ZONE 2 IMPACT - 286 SQ. FT.
PROPERTY BOUNDARY
15" CORR. PIPE
12" SEWER M
N
12" SEWER MAIN
CORPUD SEWER ESMT.
/
/
i
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--`_/ , ,
PRE -FORMED SCOUR HOLE
W/ LEVEL SPREADER
SS RP ID SE
CORP�S
RETAINING WALL
EX. 15' CMP
EX. STORM DRAINAGE
II
II
II
0
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PROPERT)-EOUNDARY
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1
PROPERTY BOUNDARY
1
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CSD
ENGINEERING
LICENSE / C-2710
P.O. BOX 1250
WENDELL, NC 27591
[phone]
1
PERMIT DRAWINGS FOR
NEUSE RIVER VETERINARY HOSPITAL
SITE PLAN
DATE: 11/30/2021
SCALE: 1 " = 1000'
DRAWN BY: JFO
PROJECT NO. 21- 0559
(Sheet PD-1
Sheet No. 1 OF 2

♦♦i����:;it* 1tII�`L9�
PIPE OR
OUTLET DITCH
PREFORMED
SCOUR HOLE (PSH)
(STONE IN BASIN NOT
SHOWN FOR CLARITY)
PIPE OR
OUTLET DITCH
•
LINER: CLASS B RIP RAP OR DELAWARE STONE
PLANT SWITCH GRASS PLUGS IN STONE (NO FABRIC)
10'
2'
' 10
•
i
PLAN
SECTION
(PSRM)
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND.
PRE -FORMED SCOUR HOLE
NTS J
NATURAL GROUND
1' TUCK
Vl
CSD
ENGINEERING
LICENSE / C-2710
P.O. BOX 1250
WENDELL, NC 27591
[phone]
1
PERMIT DRAWINGS FOR
NEUSE RIVER VETERINARY HOSPITAL
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DETAIL
DATE: 11/30/2021
SCALE: 1 " = 1000'
DRAWN BY: JFO
PROJECT NO. 21- 0559
Sheet PD-3
Sheet No. 3 OF 3