20081063 Ver 3_Cover Letter and Attachments_20231116

-0- WithersRavenel
.. Our People. Your Success.
November 15, 2023
US Army Corps of Engineers NC -Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit
Mr. Matt Martin Ms. Stephanie Goss
3331 Heritage Trade Drive 1617 Mail Service Center
Suite 105 Raleigh, NC 27699
Wake Forest, NC 27587
Re: River Towne - NWP 29 PCN Permit Modification Request
Knightdale, Wake County
USACE AID: SAW-2021-00605
DWR# 20081063
WR Project #02201399.10
Dear Mr. Martin and Ms. Goss,
On behalf of Landeavor, LLC, we are requesting modification to the previously issued
404/401/Riparian Buffer Authorization permits due to revisions to the design of the Street S
stream crossing (Impact Map C) as well as other revisions to the sewer alignment which have
resulted in changes to the proposed impacts. Specifically, permanent stream, wetland, buffer, and
temporary wetland impacts have been reduced. Temporary stream and buffer impacts have
increased. Therefore, modification of the previous 404/401/Buffer permits is necessary.
The currently proposed impacts are noted in the table below:
Proposed Impact Table
Feature
Type of Impact
Impact Area
LF
SF
AC
Stream
Stream
Permanent (Functional Loss)
266
780
0.018
Stream
Permanent (No Functional Loss)
38
114
0.003
Stream
Temporary
230
1,081
0.024
Stream Totals
534
1,975
0.045
Wetland
Wetland
Permanent
-
9,189
0.211
Wetland
Temporary
-
2,023
0.045
Wetland
Temporary - Permanent
Conversion
_
18,425
0.422
Wetland Totals
-
29,637
0.678
Buffers
Zone 1
Permanent
-
37,664
0.865
Zone 2
Permanent
-
51,415
1.180
Zone 1
Temporary
-
6,666
0.152
Zone 2
Temporary
-
2,183
0.05
Buffer Totals
-
97,928
2.247
115 MacKenan Drive I Cary, NC 27511
t: 910.469.3340 1 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

River Towne :: WV i t h e rs Rave n e l
Knightdale, Wake Co.
Our People. Your success.
NWP 29 PCN Permit Modification Request
The total currently proposed permanent impacts to jurisdictional waters are 0.229 acres (see table
below) and therefore the project is eligible for authorization under an NWP 29.
Type of Impact
Perm Impact Area (acres)
Stream (Functional Loss)
0.018
Wetlands
0.211
Totals
0.229
We are also requesting an NCDWR Riparian Buffer Authorization for 89,079 sf of permanent
buffer impacts for construction of the proposed subdivision (37,664 sf Zone 1, 51,415 sf Zone 2)
The proposed project consists of the construction of a 936-lot mixed -density residential
subdivision and associated infrastructure (roads, sidewalks, open recreational space, utilities,
stormwater management, etc.).
The proposed River Towne subdivision consists of four parcels (PINS: 1756421236, 175641190,
1756410428, 1756309588) located at 8301 Buffaloe Road in Knightdale, Wake County (Lat:
35.843044°N;-78.479931°W). The project site is ±307 acres.
The project is in the Neuse River basin (HUC: 03020201) and onsite waters drain to Hodges Mill
Creek. The Water Quality Classification for Hodges Mill Creek is: Class C; NSW and the Stream
Index Number is: 27-26-1-(2).
Proiect History
WithersRavenel (WR) conducted a delineation of the wetlands, streams, and riparian buffers in
January 2021.
WR received a concurrence letter from the USFWS on January 3, 2022. USFWS indicated the
proposed project was not likely to adversely affect any federally listed endangered or threatened
species, their formally designated habitat, or species currently proposed for listing.
An emailed concurrence letter was received from the USACE on January 4, 2022. See attached
concurrence letter and delineation exhibit.
NC DWR issued a Neuse River Riparian Buffer Determination Letter (NBRRO # 21-247) on August
27, 2021, which has been provided as an attachment.
In April 2021, WR submitted a SHPO request review for the site. It was noted that multiple
structures were present within the project area. Additionally, a gravesite was found within the
eastern portion of parcel 1. The project is planned to be designed around the gravesite. SHPO
issued a comment letter on June 11, 2021, that mentioned a 2013 survey which uncovered six
archaeological sites and the Watkins Cemetery in the project area. SHPO did not recommend any
further work for the archeological sites. However, the cemeteries are protected under state law.
Since the Watkins Cemetery contains additional gravesites marked with fieldstones and due to the
possibility for unmarked graves, SHPO recommended an archaeological delineation of the
cemetery be conducted. Terracon Consultants coordinated with SHPO to establish the survey area
and protocol and then conducted a Phase 1 archeological survey for the project and identified 7
new archeological sites. In a letter dated September 9, 2022, SHPO agreed with Terracon's
recommendation that the sites should not be considered eligible for listing in the NRHP.
Page 2 of 11

River Towne :: W i k h e Fs Rave n e l
Knightdale, Wake Co.
❑ur People. Your Success-
NWP 29 PCN Permit Modification Request
Therefore, the proposed project will not result in impacts to archeological, historic or cultural
resources. The SHPO final comment letter has been provided as an attachment.
WR submitted a PCN on 11/22/2022 for a NWP 29 and associated 401 WQC. A 401 WQC and
Buffer Authorization was received on 2/2/2023 and an NWP 29 404 (statutory approval) was
received on 5/26/2023. The previously issued permits have been included as attachments. The
previously issued NWP 29, 401 WQC and Buffer Authorization authorized the following impacts:
Previously Authorized Impacts
Feature
Type of Impact
Impact Area
LF
SF
AC
Stream
Permanent (Functional Loss)
310
904
0.021
Stream
Permanent (No Functional Loss)
29
114
0.003
Stream
Temporary
80
323
0.007
Stream Totals
419
1,341
0.031
Wetland
Permanent
-
11,228
0.258
Wetland
Temporary
-
4,083
0.093
Wetland
Temporary - Permanent
Conversion
21,251
0.487
Wetland Totals
-
36,562
0.838
Zone 1
Permanent
-
40,678
0.934
Zone 2
Permanent
-
63,974
1.469
Zone 1
Temporary
-
4,371
0.1
Zone 2
Temporary
-
3,799
0.087
Buffer Totals
-
112,822
2.59
The previously authorized permanent impacts to jurisdictional waters were 0.279 acres.
Type of Impact
Perm Impact Area (acres)
Stream (Functional Loss)
0.021
Wetlands
0.258
Totals
0.279
Proposed Proiect
An optimization in the proposed site design has resulted in an overall reduction of permanent
wetland and stream impacts from what were previously approved. Site optimization around
proposed impacts found that some permanent impacts could be eliminated or made to be
temporary. Permanent stream impacts have been reduced by .0004 ac/53 If (Functional Loss:
0.003 ac/44 If; No Functional Loss: 0.001 ac/9 If). Permanent wetland impacts have been reduced
substantially by 0.047 ac. Temporary wetland impacts have decreased by 0.123 acres and
temporary stream impacts have increased by 0.017 acres (150 If).
Additionally, permanent buffer impacts have been reduced from those previously approved by
21,817 sf (Zone 1: 5,919 sf; Zone 2: 15,898 sf). Temporary buffer impacts have increased by
6,903 sf.
Page 3 of 11

River Towne :: W i k h e rs Rave n e l
Knightdale, Wake Co.
NWP 29 PCN Permit Modification Request
❑urPeople.YaurSu��ess.
The purpose of the proposed project will consist of the construction of a mixed density residential
development and associated infrastructure in 7 phases to meet the existing and growing demand
for residential housing in Wake County. The project is being phased; however, impacts for all
phases are being requested at this time.
The project consists of the construction of the following:
• 1,017 total lots
• 437 single-family detached home units
• 545 townhome units
• 35 open space/HOA lots
• 117 acres of open space
• Construction of infrastructure (roads, greenways, parking (bicycle, car), utilities,
stormwater management, etc.)
The proposed design for the roads will result in two stream crossings. "Street S" will cross Stream
6 perpendicularly with a culvert. "Street P" will connect to Buffaloe Road by crossing Stream 2.
Riprap dissipators will be constructed below the culverts to dissipate flow velocity to prevent
erosion and sedimentation of the streams.
Additional impacts are proposed for one greenway trail crossing, a wetland impact for site grading,
required widening of Buffaloe Road, onsite sewer line installation, and offsite water and sewer
force main extensions.
The internal gravity sewer will be installed using conventional open trenching methodology.
Temporary impacts for internal sewer lines are proposed for one stream crossing and wetland
conversion impacts.
Page 4 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Permit Modification Request
Proposed Impacts
::WikhefsRavenel
Our People. Your Success.
Permanent stream, wetland, buffer, and temporary wetland impacts have been reduced from those
previously authorized. Temporary stream and buffer impacts have increased. The currently
proposed project will require the following revised impacts:
Impact
#
Reason for Impact
Wetlands
Streams
Perm
Temp
Permanent
(Functional Loss)
Permanent (No
Functional Loss)
Temporary
AC
AC
AC
LF
AC
LF
AC
LF
S1
Road Crossing
-
-
0.0002
6
S2
Dissipator
-
-
0.001
17
-
-
S3
Road Crossing
0.009
139
-
-
-
-
S4
Road Crossing
-
-
0.001
24
W1
Road Crossing
0.013
-
-
-
W2
Road Crossing
-
0.003
W3
Trail Crossing
0.024
-
W4
Trail Crossing
-
0.009
-
-
S5
Sewer Crossing
-
-
0.003
33
W10
Grading
0.020
-
-
S6
Road Crossing
-
0.005
33
S7
Dissipator
0.002
12
-
-
S8
Rip Rap
0.002
21
S9
Road Crossing
0.009
127
-
-
-
-
S10
Road Crossing
-
-
0.001
20
S11
Water Line & FM
Crossing
0.004
62
S12
Water Line & FM
Crossing
0.001
29
W13
Water Line & FM
Crossing
0.010
-
-
S13
Sewer Crossing
-
0.008
14
W14
Road Crossing
0.007
-
-
W15
Const. Easement
0.016
-
-
Totals
0.211
0.045
0.018
266
0.003
38
0.024
230
• 0.211 ac of permanent wetland impacts
• 0.045 ac of temporary wetland impacts
• 0.018 ac (266 If) of permanent stream impacts with functional loss
• 0.003 ac (38 If) of permanent stream impacts with no functional loss
• 0.024 ac (230 If) of temporary stream impacts
Page 5 of 11

River Towne :: WV i t h e rs Rave n e l
Knightdale, Wake Co.
Our People. Your success.
NWP 29 PCN Permit Modification Request
• 89,079 sf of permanent riparian buffer impacts (Zone 1: 37,664 sf; Zone 2: 51,415 sf)
• 8,829 sf of temporary buffer impacts (Zone 1: 6,646 sf; Zone 2: 2,183 sf)
Proposed permanent stream impacts are necessary for the installation of two road crossings.
Temporary stream impacts are also proposed for rip rap dissipators and construction/dewatering
at the crossings. Additional temporary stream and wetland impacts are proposed for installation
of sewer and water utilities, and greenway trail.
"Street S" will cross Stream 6 perpendicularly with a culvert. "Street P" will connect to Buffaloe
Road by crossing Stream 2 perpendicularly. The 42" RCP culvert under "Street S" is proposed to
be buried 10.5" and the 54" RCP culvert under "Street P" will be buried 12" below the stream bed
to allow for aquatic life passage. Riprap dissipators will be installed below the culverts to prevent
erosion and sedimentation of downstream waters. The riprap will be installed by burying the riprap
such that the top of the riprap matches the pre -construction contours of the natural stream bed,
allowing for the passage of aquatic life and preventing a loss of stream function.
Permanent wetland impacts are necessary at both road crossings, a short segment of greenway
trail where the trail crosses Stream 3 and Wetland M, and site grading impacting Wetland G.
Temporary wetland impacts are proposed for a portion of a boardwalk crossing and installation of
sewer and water utilities. Offsite sewer force main and water line installation along Old Crews
Road and Buffaloe will result in temporary wetland impacts; however, the lines will be installed in
the existing cleared right of way adjacent to the roads. The remainder of the temporary wetland
impacts are those for sewer line installation (permanent conversion impacts).
Permanent buffer impacts are proposed for five SCM outfalls, the two road crossings mentioned
previously, one greenway boardwalk/trail crossing, and installation of sewer and water utility lines.
Both perpendicular and non -perpendicular permanent impacts for utilities are proposed. Some
temporary buffer impacts are necessary for road crossings and for the installation of sewer and
water lines within the existing and cleared right of way along Old Crews Road and Buffaloe Road.
Additionally, 1,071 sf of temporary buffer impacts are proposed for construction easement areas
to install utilities.
The installation of the onsite utilities (sewer & water) will be installed using traditional methods
and all stream and wetland impacts associated with the installation of the utilities will be
temporary. Some unavoidable impacts to buffers will result from utility installation. The utility
easements will be mowed/maintained through the wetlands and buffers in perpetuity, resulting in
0.422 acres of permanent wetland conversion impacts and 51,468 sf of permanent buffer impacts.
After construction of the sewer lines, the entire permanent 30' sewer easement through wetlands
will be mowed/maintained in perpetuity, resulting in 0.422 ac of permanent wetland conversion
impacts as noted in the table below.
Page 6 of 11

River Towne :: WV i t h e rs Rave n e l
Knightdale, Wake Co.
Our People. Your Success.
NWP 29 PCN Permit Modification Request
Permanent Wetland Conversion Impact Table
Impact #
Reason for Impact
Impact Type
Acres
Square
Footage
W5
Sewer Line
Temporary (permanent
0.075
3,269
conversion)
W6
Sewer Line
Temporary (permanent
0.313
13,633
conversion)
W7
Sewer Line
Temporary (permanent
0.008
370
conversion)
W8
Sewer Line
Temporary (permanent
0.014
629
conversion)
W9
Sewer Line
Temporary (permanent
0.012
524
conversion)
Totals
0.422
18,425
During construction of the culverted road crossing, sewer crossings, work will be completed "in
the dry" by constructing temporary coffer dams upstream and downstream of the culverts as
needed within the impact areas and pumping flow around the construction area. Upon completion
of construction, all temporarily impacted streams and buffers will be restored to pre -construction
contours and the banks will be stabilized using a biodegradable matting and seeded with a riparian
seed mix. No matting will be placed on the stream beds. Additionally, all temporarily impacted
wetlands will be restored to natural grade and seeded with a wetland seed mix to provide
temporary stabilization until natural revegetation permanently stabilizes these areas.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized.
An optimization in the proposed site design has resulted in an overall reduction of permanent
impacts previously approved. Proposed permanent impacts for construction of the subdivision and
infrastructure have been minimized to only those necessary for construction of two road crossings
to access developable uplands within the site and create connectivity to existing roads, utility
installation, a single greenway crossing, and SCM outfalls. There are no impacts proposed for
construction of lots. All road crossings have been designed to cross streams perpendicularly to
minimize impacts to streams and riparian buffers. The use of retaining walls have been maximized
to minimize impacts.
Riprap dissipators will be constructed at road crossings such that the riprap will be installed by
burying the riprap such that the top of the riprap matches the pre -construction contours of the
natural stream bed, allowing for the passage of aquatic life and preventing a loss of function of
stream channel.
Upon completion of construction, all temporarily impacted streams will be restored to pre -
construction conditions and grades, and temporarily stabilized with biodegradable matting and
buffers will be seeded with a riparian seed mix. No matting will be placed on the stream bed.
Page 7 of 11

River Towne :: WV i t h e rs Rave n e l
Knightdale, Wake Co.
❑ur People. Your Success.
NWP 29 PCN Permit Modification Request
The internal gravity sewer was designed to minimize impacts to wetlands and stream by locating
the sewer line within uplands and roads where possible. Where wetland and stream crossings
could not be avoided, the alignments have been designed to cross wetlands, streams, and buffers
perpendicularly to the extent possible.
Impacts to riparian buffers have been minimized to the greatest extent possible. The proposed
riparian buffer impacts will occur from construction of the road crossings, required road widening,
utilities and SCM outlets. Sewer line construction has been designed to minimize Zone 1 impacts
wherever possible. Buffer impacts for the sewer lines could not be entirely avoided due to
topography and the need to install gravity sewer. All proposed riparian buffer impacts are for uses
classified as "deemed allowable", "allowable upon authorization" or "allowable with mitigation" in
the Neuse River Riparian Buffer Rules' Table of Uses.
Access during construction will occur within uplands. Additionally, sediment and erosion control
measures will be installed prior to construction.
Mitigation
Stream Mitigation
The redesign of the Stream S road crossing (Impact Map C) has resulted in the currently proposed
permanent stream impacts with functional loss being less than 0.02 acres therefore the applicant
does not propose stream mitigation.
Wetland Mitigation
The project proposes 0.211 acres of permanent wetland impacts that require mitigation as
depicted in the table below:
Wetland Impact Mitigation
Table
Impact #
Reason for Impact
Impact Amount (AC)
W1
Road Crossing
0.013
W3
Trail Crossing
0.024
W10
Grading
0.020
W11
Road Crossing
0.002
W12
Road Crossing
0.152
Total
0.211
The perpetual mowing/maintenance of the 30' sewer easement within wetlands will result in
0.422 acres of permanent wetland conversion impacts:
Page 8 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Permit Modification Request
::WithersRavenel
Our People. Your success.
Wetland Conversion Impact Mitigation Table
Impact #
Reason for Impact
Impact Amount (AC)
W5-W9
Sewer Line (permanent
conversion)
0.422
Total
0.422
The total wetland mitigation proposed is depicted in the following table:
Wetland Mitigation Table (Total)
Impact Type
Mitigation Proposed (AC)
Permanent Wetlands 0.211 ac
@ 2:1
0.422
Wetland Conversion 0.422 ac @ 1:1
0.422
Total Mitigation Proposed
0.844
The applicant proposes to mitigate for the 0.211 acres of permanent wetland impacts at a 2:1
mitigation ratio and mitigate for the 0.422 acres of permanent wetland conversion impacts
(maintenance of permanent sewer easement) at a 1:1 ratio resulting in the provision of 0.844 acres
of wetland mitigation. WithersRavenel contacted mitigation banks that service the Neuse
03020201 basin to determine availability of wetland mitigation credits. A Statement of Availability
letter from RES for 0.844 acres of wetland mitigation has been provided as an attachment.
Buffer Mitigation
There are three buffer impacts which are "allowable with mitigation upon authorization." The
impacts are B11 B12, and B27 all of which are non -perpendicular sewer line impacts where
mitigation is required for Zone 1 impacts. Permanent buffer impacts B9, B10, B13, B14, B17, B18,
B19, B20, B21, B22, B23, and B24 are also non -perpendicular utility line impacts but do not
require mitigation because there are no Zone 1 impacts. Impacts B8, B15, B25, B32, B33, and B35
are perpendicular sewer crossings that have a construction corridor (where applicable) of less than
or equal to 40 linear feet and a permanent maintenance corridor equal to or less than 30 and
therefore are considered "Deemed Allowable."
Neither road crossing requires mitigation because impacts are not greater than a third of an acre
of riparian buffer.
SCM outlet impacts (131, B2, B7, and B26), are "Deemed Allowable" impacts as these are
considered new drainage conveyances from primary SCM's. Impact B4 for a greenway trail is an
"Allowable" activity. Mitigation is not required for the trail crossing as the trail is less than 10 feet
in width and no built upon area greater than ten feet in width is proposed.
Page 9 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Permit Modification Request
::WithersRavenel
Our People. Your Success.
The buffer impacts requiring mitigation are depicted in the following table:
Buffer Impact Mitigation Table
Impact #
Impact Type/Reason for Mitigation
Zone 1 (sf)
Zone 2 (sf)
No mitigation
1311
Non-Perp Sewer Crossing
583
required for
Zone 2
No mitigation
B12
Non-Perp Sewer Crossing
16
required for
Zone 2
No mitigation
B27
Non-Perp Sewer Crossing
655
required for
Zone 2
Total
1,254
-
Buffer Mitigation Table
Zone
Impact Requiring
Mitigation (sf)
Multiplier
Total (sf)
Zone 1
1,254
3
3,762
Zone 2
-
1.5
-
Total Mitigation Required
3,762
WithersRavenel contacted mitigation banks that service the Neuse 03020201 basin to determine
availability of buffer mitigation. WR obtained a Statement of Availability from RES for the entire
3,762 sf of buffer mitigation proposed, which is attached.
Stormwater Management Plan
The stormwater management plan consists of seven wet detention basin SCMs which provide a
minimum of 30% nitrogen removal and therefore diffuse flow is not required. The stormwater
management plan will be reviewed and approved by the City of Raleigh as the certified local
municipality.
Page 10 of 11

River Towne
Knightdale, Wake Co.
NWP 29 PCN Permit Modification Request
::WithefsRavenel
Our People. Your Success.
Please feel free to contact me if you have questions or require additional information to complete
your review.
Sincerely,
WithersRavenel
/L��
Rick Trone
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization Forms
• Pre -Filing Meeting Request
• Aerial Exhibit
• USGS Quads
• Wake County Soil Survey
• USACE Concurrence Email
• Approved Delineation Exhibits
• NCDWR Buffer Determination Letter
• NCNHP Project Review Letter
• USFWS Concurrence Letter
• SHPO Comment Letters
• RES Statement of Availability for Stream & Wetland Mitigation
• RES Statement of Availability for Buffer Mitigation
• Previously Issued NWP 29 Statutory Approval (5/26/2023)
• Previously Issued NCDWR 401 WQC (2/2/2023)
• Previously issued NCDWR Buffer Authorization (2/2/2023)
• Preliminary Site Plan
• Impact Exhibits
Page 11 of 11

■■ WithersRavenel
lipOur People. Your Success.
AGENT AUTHORIZATION

-0 WithersRavenel
NoOur People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), Charles & Martha Murra , do(es) hereby authorize WithersRavenel, Inc. to access
the following parcels listed below located in Raleigh, NC 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.) associated with the proposed sewer easement.
• Wake Co. PIN: 1756542223, ±27.66 acres, located south of Watkins Rd
• Wake Co. PIN: 1756548100,±24.62 acres, located south of Watkins Rd
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.
Contract Purchaser's Agent Info:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date:
Signature of Owner(s):
C'Iiae-laS M f,-r
Name - Print Ti le
C�hl M.
Signature
Mailing Address
0` L 'Z-) 5i 9
City State Zip
Phone: 9) `I % g (O ?
Email: Ci,tf ti�� r`r� rKu� r tC�sJ �a� 1f SR A .,q
1Jn� [37 beA t of
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919A67 60081 www.withersravenel,com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

�0 WithersRavenel
■p Our People. Your Success,
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Landeavor LLC 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 properties located in Raleigh, NC:
• Wake Co. PIN: 1756421236, ±270.09 acres, located at 8301 Buffaloe Rd
• Wake Co. PIN: 1756421190, ±11.80 acres, located at 2521 Robertson Grove Rd
• Wake Co. PIN: 1756309588, ±21.60 acres, located at 8317 Buffaloe Rd
• Wake Co. PIN: 1756410428,±0.7 acres, located at 2509 Robertson Grove Rd
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: X'l �4- ".7Z
Signature of Client:
(Name - Print) (Title)
(Signature)
/vvo6 x A*lr, 4 y
Mailing Address
City State Zip
Phone: 17S'7
Email:
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919,467.6008 I www.witliersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington
SOX ltJ/

WithersRavenel
■&Orr Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser, Landeavor LLC 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 properties located in Raleigh, NC:
Wake Co. PIN: 1756421236,±270.09 acres, located at 8301 Buffaloe Rd
• Wake Co. PIN: 1756421190, ±11.80 acres, located at 2521 Robertson Grove Rd
• Wake Co. PIN:1756309588, ±21.60 acres, located at 8317 Buffaloe Rd
• Wake Co. PIN:1756410428, ±0.7 acres, located at 2509 Robertson Grove Rd
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 Dri
Cary. NC 27511
Tel. [phone]
Date: March 11, 2021
Signature of Client: Landeavor, LLC
Adam T. Lorry, President
me - Pr' ) (Title)
(Signature)
14502 N Dale Mabry Hwy, Ste. 327
Mailing Address
Tampa FL
City State
Phone: 813 - 961- 72 75
33618
Zip
Email: [e-mail]
115 MacKenan Drive � Cary. NC 27511
t: 919.469.3340 `: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary � Greensboro I Pittsboro � Raleigh I Wilmington

■■ WithersRavenel
lipOur People. Your Success.
PRE -FILING
MEETING REQUEST
EMAIL

From: Trone, Rick
To: 401PreFile(c ncdenr.aov
Subject: 401 Pre -filing Meeting Request —River Towne_WR#02201399.00
Date: Wednesday, April 27, 2022 2:24:00 PM
Attachments: Approved Wetland Delineation Exhibit - Offsite Sewer North.pdf
Approved Wetland Delineation Exhibit - Offsite Sewer South.pdf
River Towne Subdivision & Offsite Sewer - Approved Wetland -Buffer Delineation Exhibits 2022.01.05.pdf
2021-4-26 DWR Buffer Letter River Towne.pdf
NCDWR Buffer Letter - River Towne Off -Site Sewer 08.27.2021.odf
On behalf of the Applicant, we are requesting a Pre -filing meeting for the following project
Project Name: River Towne
County: Wake
Applicant Name: Adam Lorry, President, Landeavor, LLC., 105 E Waxhaw Professional Park Drive,
Suite 500, Waxhaw, INC 28209
Applicant Email: [e-mail]
Thank you,
Rick Trone
'-e-ialist
❑®
115 MacKenan Drive I Cary, NC ''7511
Office: 919.469.3340 1 Direct: 919.538.8184
rtrone(Dwithersravenel.com
INIXIMIXIo
CONFIDENTIALITY AND NONDISCLOSURE

::WithersRavenel
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AERIAL EXHIBIT

0 GRAPHIC SCALE
0 300 600
1 inch = 600 ft.
REVIEW AREA
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RIVER TOWNE - BUFFALOE ROAD AERIAL (2022) WithersRavenel
1/ Engineers I Planners I Surveyors
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

::WithersRavenel
Our People. Your Success.
USGS QUADS

GRAPHIC SCALE C /
0 1000 2000
1 inch = 2000 ft.
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1/ Engineers I Planners I Surveyors
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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

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WithersRavenel
1
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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::WithersRavenel
Our People. Your Success.
USACE CONCURRENCE EMAIL

From:
Phillips, George L CIV USARMY CESAW (USA)
To:
Ricci. Alvssa
Subject:
River Towne / Buffaloe Road / Knightdale / Wake County / SAW-2021-00605 / Jurisdictional Determination
Date:
Tuesday, January 4, 2022 2:14:05 PM
Attachments:
Wetland Delineation Exhibit.odf
Ms. Ricci,
I do not need to make a site visit for the above referenced project, and concur with the delineation
within the red outlined "Review Area" depicted on the attached "Wetland Delineation 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. The AID for this project
is SAW-2021-00605. I have attached the "Wetland Delineation 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.Phil lipsPusace.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-
surve . Thank you for taking the time to visit this site and complete the survey.

GRAPHIC SCALE
0 350 700
O1 inch = 700 ft.
t
WETLAND T
O POTENTIALWETLAND ` ` REVIEW AREA
IWATERS OF THE US \
W ETLAND M �
STREAM 8 POTENTIAL WETLAND ` i
POTENTIAL NON -WETLAND WATERS OF THE US, ' ��
WETLAND L STREAM 3
WATERS OF THE US POTENTIAL WETLP.ND POTENTIAL NON -WETLAND
WATERS OF THE US WATERS OF THE US
WETLAND W DP 3&4
POTENTIAL WETLAND
WATERS OF THE US STREAM 6
WETLANDX_ r POTENTIAL NON -WETLAND
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C OTE WATERS
OF THE
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POTENTIAL WETLAND S-5 RESTART WATERS OFTHEUS
WATERS OF THE US
STREAM 7
POTENTIAL NON -WETLAND STREAM 5
WATERS OF THE US POTENTIAL NON -WETLAND
WETLAND
P WATERS OF THE US
POTENTIAL WETLAND
S-3 START f WATERS OF THE US 1
� WETLAND
WETLAND Z \ J S-5 STOP POTENTIAL WETLP.NO
POTENTIAL W ETLAND WATERS OF THE US
WATERS OF THE US
WETLAND T L
POTENTIAL WETLAND STREAM 4 \
WATERS OF THE US S-5 START
POTENTIAL NON -WETLAND
WETLAND WATERS OF THE US \
POTENTIALWETLAND WETLAND
WATERS OF THE US POTENTIAL WETLAND
WATERS OF THE US .....
D I \
O POTENTIAL WETLAND
WATERS OF THE US � 1
`--� WETLAND F WETLAND E
` POTENTIAL
POTENTIAL WETLAND S-6 START WATERS OFF THE THE US
11 WATERS OF THE US
WETLAND B STREAM 3
POTENTIAL NON -WETLAND
POTENTIAL WETLAND
WATERS OF THE US WATERS OF THE US Q
WETLAND C
POTENTIAL WETLAND
W ETLAN D A WATERS OF THE NO
POTENTIAL WETLAND DP 1&2
WATERS OF THE US
r. WETLAND D
POTENTIAL WETLAND
' WATERS OF THE US
STREAM I
t� POTENTIAL NON -WETLAND OFTHf ✓ �` J
S-1 START WATERS OF THE US
STREAM 2
POTENTIAL NON -WETLAND @UFF
WATERS OF THE US Ai _
O
NOTES:
1) DELINEATION PERFORMED BY WR ON 01/20/2021. ID
2) WETLAND/STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, WAKE
COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
RIVER TOWNE - BUFFALOE ROAD WETLAND DELINEATION EXHIBIT 11 WithersRavenel
Engineers I Planners I Surveyors
KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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NOTES:
1) DELINEATION PERFORMED BY WR ON 05/26/2021. e
2) STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, WAKE COUNTY GIS DATA,
AND TOPOGRAPHIC INTERPRETATION. a o

l/
WETLANDY
STREAM 8 t
SUBJECT TO BUFFERS I
\ 1 WETLAND M
JIS`� CC
REVIEW AREA
STREAM 7 F
\ / STREAM 1
\� � SUBJECT TO
---N
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1 1\ BUFFERS
\ W ETLAN [
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BUFFERS
1 WETLAND
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9
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BUFFERS
TLAND P /
!/ WETLAND
/111
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STREAMS
SUBJECTTO
WETLAND B \
WETLAND C /
1 WETLAND D
NOTES:
1) WETLAND DELINEATION PERFORMED BY WR ON 01/20/2021.
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, O
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY VERIFIED BY ERIN DECK OF THE NCDWR ON 04/16/2021 (RRO #21-073).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
SUBJECTTO
BUFFERS
GRAPHIC SCALE
0 350 700
1 inch = 700 ft.
STREAM 3
SUBJE oTO _ ...... �.�
ID
RIVER TOWNE SUBDIVISION III APPLANBUF
ROVED
WETXDH/ BITFER
WithersRavenel
1/ Engineers I Planners I Surveyors

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NOTES: /
1) WETLAND DELINEATION PERFORMED BY WR ON 05/26/2021. /\
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, o
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY WAS VERIFIED BY STEPHANIE GOSS OF NCDWR ON 08/27/2022
(NBRRO#21-247).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
US I
50' NEUSE RIVER
RIPARIAN BUFFER
C

■■ WithersRavenel
lipOur People. Your Success.
APPROVED DELINEATION
EXHIBIT

l/
WETLANDY
STREAM 8 t
SUBJECT TO BUFFERS I
\ 1 WETLAND M
JIS`� CC
REVIEW AREA
STREAM 7 F
\ / STREAM 1
\� � SUBJECT TO
---N
—' SUBJECT TO
1 1\ BUFFERS
\ W ETLAN [
STREAM 6
SUB ECT TO
BUFFERS
1 WETLAND
WETLAI
WETLANDT �I
9
STREAM 5
SUBJECT TO
BUFFERS
TLAND P /
!/ WETLAND
/111
�i WETLAND )
STREAMS
SUBJECTTO
WETLAND B \
WETLAND C /
1 WETLAND D
NOTES:
1) WETLAND DELINEATION PERFORMED BY WR ON 01/20/2021.
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, O
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY VERIFIED BY ERIN DECK OF THE NCDWR ON 04/16/2021 (RRO #21-073).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
SUBJECTTO
BUFFERS
GRAPHIC SCALE
0 350 700
1 inch = 700 ft.
STREAM 3
SUBJE oTO _ ...... �.�
ID
RIVER TOWNE SUBDIVISION III APPLANBUF
ROVED
WETXDH/ BITFER
WithersRavenel
1/ Engineers I Planners I Surveyors

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333mm?o5
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GRAPHIC SCALE
o zso soo O
1 inch
MATCHLINE
m�
1m
70
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OFFSISEWER
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C
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SUBJECT TO BUFFERS
\ D O
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SUBJECT TO BUFFERS
Q0
NOTES: /
1) WETLAND DELINEATION PERFORMED BY WR ON 05/26/2021. /\
2) WETLAND/STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, o
WAKE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION.
3) BUFFER SUBJECTIVITY BASED ON NEUSE RIVER RIPARIAN BUFFER RULES. BUFFER
SUBJECTIVITY WAS VERIFIED BY STEPHANIE GOSS OF NCDWR ON 08/27/2022
(NBRRO#21-247).
4) DELINEATION AND JURISDICTIONAL STATUS WAS VERIFIED BY LYLE PHILLIPS OF THE
USACE ON 01/04/2022 (SAW-2021-00605).
US I
50' NEUSE RIVER
RIPARIAN BUFFER
C

::WithersRavenel
Our People. Your Success.
NCDWR BUFFER
DETERMINATION LETTER

DocuSign Envelope ID: A8184478-671D-436A-82B9-9BDB2484A972
ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
S. DANIEL SMITH
Director
RWC Buffaloe LLC
2820 Selwyn Ave
Suite 500
Charlotte, North Carolina 28412
NORTH CAROLINA
Environmental Quality
April 26, 2021
Subject: Buffer Determination Letter
DWR RRO #21-073
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0714)
❑ Tar -Pamlico (15A NCAC 2B .0734)
❑ Intermittent/Perennial Determination (where local buffer
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name
Rivet- Towne
Address/Location: 8301 Buffaloe
Stream(s): Un-named tributaries to Hodges Mill Creek
Determination Date: 04/16/2021 Staff: Erin Deck
Feature-
Not
Subject
Subject
Start
Stop
Soil
Survev
USGS
A
X
Flagging S-1 Start
35.83665113,-78.48425021
Off property
X
B
X
X
C
X
Throughout property
X
D (Hodges
Mill Creek)
X
Throughout property
X
X
E
X
Flagging S-6 Start
35.84032078,-78.47409486
X
F
X
X
G
X
X
D�� North Carolina Department of Environmental Quality I Division of Water Resources
NORTH craour�a _' Raleigh Regional Office 13800 Barrett Drive I Raleigh, North Carolina 27609
meow gym\ 919,791.4200

DocuSign Envelope ID: A8184478-671D-436A-82B9-9BDB2484A972
21-073
Wake County
Page 2 of 3
Flagging S-5
FlaggingS-5 Start
Stop
35.84217964,-78.4770095
35.84265441
H
X
-78.47733175
X
Flagging S-5 restart
Off property
35.84328286,-78.47745844
1
X
X
J
X
Off property
Confluence
X
with D
K
X
Off property
Confluence
X
with D
L
X
X
M
X
Throughout property
X
O
X
X
X
Flagging S-3 Start
Off property
X
X
P
35.8422631-78.48168389
Q
X
Flagging S-4 Start
Confluence
X
35.84156299,-78.4785455
with P
R
X
X
S
X
X
T
X
Flagging S-2 Start
Off property
X
35.84683927,-78.48474487
U
X
X
V
X
>50 feet from property line
X
X
W
X
>50 feet from property line
X
X
*E/I/P = Ephemeral/Intermittent/Perennial
(1) E=Ephemeral, I=Intermittent, P=Perennial, NP=Not Present, NA Not applicahle
(2) Refers to riparian buffer rules only. Stream, wetland, or pond impacts may still be subject to applicable water quality standards and
permitting requirements.
GPS coordinates provided by WithersRavenel Staff
Explanation: The features(s) listed above has been located on the most recent published NRCS
Soil Survey of Wake County, North Carolina and/or the most recent copy of the USGS
Topographic map at a 1:24,000 scale. This letter pertains to the applicability of the Neuse River
Basin Riparian Buffer regulations only.
There may be other features located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of
Engineers.
This on -site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWR may
request a determination by the Director. An appeal request must be made within sixty (60)
days of date of this letter. A request for a determination by the Director shall be referred

DocuSign Envelope ID: A8184478-671D-436A-82B9-9BDB2484A972
21-073
Wake County
Page 3 of 3
to the Director in writing. If sending via US Postal Service: c/o Paul Wojoski; DWR — 401 &
Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Paul Wojoski; DWR — 401 & Buffer Permitting Unit; 512
N. Salisbury Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested
within sixty (60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at
(919)-554-4884.
If you have questions regarding this determination, please feel free to contact Erin Deck at (919)
791-4200, or by email at [e-mail]
Sincerely,
D`o_c 4ulS.ig en^e dyyb_y:
Z' LJ1/��$t1.
F3C QA9Q825f]4A46Q...
Scott Vinson
Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: RRO DWR File Copy
Gary Kreiser via email: [e-mail]

Doc
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KNIGHTDALE WAKE COUNTY NORTH CAROLINA

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11KNIGHTDALE WAKE WAKE COUNTY NORTH CAROLINA

::WithersRavenel
Our People. Your Success.
NCNHP PROJECT
REVIEW LETTER

Roy Cooper, Governor
■ ■■■
r ■■ ■ INC DEPARTMENT OF
■■,■i NATURAL AND CULTURAL RESOURCES
■ ■■
November 15. 2023
Rick Trone
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE: River Towne; 02201399.10
Dear Rick Trone:
❑. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
IR \�70IM1UKMAlsLOYA
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact the NCNHP at natural.heritage�dncr.nc.gov.
Sincerely,
NC Natural Heritage Program
DEPAR7HEN7 OF NATURAL AND CULTURAL RESOURCES
121 W. JONES STREET. RALEIGH. NC 27603 • 1691 MAIL SERVICE CENTER. RALEIGH. NC 27609
OFC 919.707.9120 • FAX [phone]

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Our People. Your Success.
USFWS
CONCURRENCE
LETTER

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
551-F Pylon Drive
Raleigh, North Carolina 27606
January 3, 2022
Gary Kreiser
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
Re: River Towne — Wake County
Dear Mr. Kreiser:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether
federally -listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office'sproject planning website at
https://www.fws.gov/raleigh/�p.html. If you are only searching for a list of species that may be
present in the project's Action Area, then you may use the Service's Information, Planning, and
Consultation System (IPaC) website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https://ecos.fws.gov/ipac/. The IPaC web site contains a complete and frequently updated list
of all endangered threatened species protected by the provisions of the Endangered Species Act
of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern' that are
known to occur in each county in North Carolina, and other resources.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, ensure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
'The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation
does not necessarily imply that the species will eventually be proposed for listing as a federally endangered or
threatened species. However, we recommend that all practicable measures be taken to avoid or minimize adverse
impacts to federal species of concern.

If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks. Ourcomments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.
Sincerely, �>�•
l
f
Pete Be d in
Field Supervisor

■■ WithersRavenel
lipOur People. Your Success.
SHPO
COMMENT
LETTERS

Governor Roy Cooper
June 11, 2021
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Secretary D. Reid Wilson
Alyssa Ricci
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
aricci e,withersravenel.com
Re: Rivertowne Residential Development, Intersection of 8301 Buffaloe Road and Old Crews Road,
Wake County, ER 12-2285
Dear Ms. Ricci:
Thank you for your April 16, 2021, letter concerning the above -referenced project. We have reviewed the
materials provided and offer the following comments.
In 2013, an archaeological reconnaissance survey identified six archaeological sites (31WA1798 —
31WA1803) and the Watkins Cemetery (31WA1804) in the project area. None of the identified
archaeological sites are eligible for listing in the National Register of Historic Places, and no further work
is recommended in association with them. However, cemeteries are protected under North Carolina General
Statutes Chapter 14-148 and 14-149 and are afforded consideration under NCGS Chapters 65 and 70.
The Watkins Cemetery contains one engraved stone marking the burial of Mollie Watkins. An
archaeological reconnaissance survey identified another burial marked with fieldstones adjacent to the
grave of Mollie Watkins, and it is possible that additional graves without markers are present in the
cemetery.
We recommend that archaeological delineation of the cemetery be undertaken, including use of ground
penetrating radar as appropriate. Alternately, a cemetery avoidance plan may be developed such that the
portions of the subject project area with potential for containing unmarked graves are excluded from
development, inclusive of an appropriate buffer area. The cemetery delineation report or avoidance plan
should be forwarded to this office for review and comment prior to any ground disturbing activities within
the project area.
Please note that our office now requests consultation with the Office of State Archaeology Review
Archaeologist to discuss appropriate field methodologies prior to the archaeological field investigation.
You can find the Review Archaeologist for your region at hltps://archaeology.ncdcr.gov/about/contact.
A list of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at https://archaeology.ncdcr.gov/archaeological-consultant-list. The archaeologists
listed, or any other experienced archaeologist, may be contacted to conduct the recommended cemetery
delineation.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

We have determined that the project as proposed will not have an effect on any historic structures.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.reviewkncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
(1� Sincerely,
Ramona Bartos, Deputy
State Historic Preservation Officer
cc: Samantha Dailey, USACOE samantha.j.daileykusace.army.mil

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary D. Reid Wilson
September 9, 2022
Melissa McKay
Terracon Consultants, Inc.
2401 Brentwood Rd 9107
Raleigh, NC 27604
Office of Archives and History
Deputy Secretary, Darin J. Waters, Ph.D.
Melissa.mckav(c�r�,terracon.com
Re: Phase I Archaeological survey for industrial development, 603 Rod Sullivan Road, Sanford, Lee
County, ER 22-0924
Ms. McKay:
Thank you for your submittal of July 11, 2022, transmitting the draft of the above -referenced report. We
have reviewed the information provided and offer the following comments.
Terracon Consultants, Inc. (Terracon) conducted a Phase I archaeological survey on approximately 119
acres. As part of these investigations, Terracon identified seven (7) new archaeological sites (31LE225-
231).
Terracon recommends that all newly identified sites should be considered not eligible for listing in the
National Register of Historic Places (NRHP). We concur with Terracon's findings and recommendations.
We accept the report as final.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review(a�ncdcr.gov. In all future communication concerning this project, please cite the
above -referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
(� State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

■■ WithersRavenel
lipOur People. Your Success.
RES STATEMENT OF
AVAILABILITY FOR
WETLAND MITIGATION

EBX-Neuse I, LLC Stream and Wetland Banks ores
Statement of Availability - Neuse 03020201
November 15, 2023
Landeavor, LLC
Attn: David Mason
105 E Waxhaw Professional Park Drive
Suite 500
Waxhaw, NC 28273
Re Project: River Towne Subdivision
This document confirms that Landeavor, LLC (Applicant) for the River Towne Subdivision (Project) has expressed
an interest to utilize 0.844 Riparian Wetland Mitigation Credits from the EBX-Neuse sponsored Neu -Con Wetland
& Stream Umbrella Mitigation Bank, specifically 0.844 wetland credits from the Blackbird Site, in the Neuse HUC
03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is available for
reservation at this time.
Mitigation credits are not considered secured with this SOA, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until credits have been reserved or purchased. Invoices reserve credits and per -credit
pricing for a period of 30 days. Credits and pricing may be reserved for an extended period by signing a reservation
agreement and paying a 10% deposit.
Once payment has been received in full, the Mitigation Credit Transfer Certificate will be issued within three (3) days
by the Sponsor acknowledging that the Applicant has fully secured credits from the bank and the Sponsor has
accepted full responsibility for the mitigation obligation requiring the credits/units. A copy of the Mitigation Transfer
Certificate, Compensatory Mitigation Responsibility Acceptance Form, and a documented copy of the debit of
credits from the Official Bank Credit Ledger(s), indicating the permit number and the resource type secured by the
applicant will also be sent to the regulatory agencies showing the proper documentation.
Thank you for allowing us to assist with your project. Please contact me at 919-209-1055 [e-mail] if you have
any questions or need any additional information.
Thank you!
Amy Staley
Credit Sales Manager
Bank Sponsors — EBX-Neuse I, LLC
CC:
Katie Merritt, Nutrient Offset & Buffer Banking Coordinator, NCDEQ Division of Water Resources
Lyle Phillips, U.S. Army Corps of Engineers
Rick Trone, Withers Ravenel
1

■■ WithersRavenel
lipOur People. Your Success.
RES STATEMENT OF
AVAILABILITY FOR BUFFER
MITIGATION

fires
Statement of Availability - Neuse 03020201 (Outside Falls)
EBX-Neuse I, LLC and Environmental Banc and Exchange (EBX)
Riparian Buffer Mitigation Banks
November 15, 2023
Landeavor, LLC
Attn: David Mason
105 E Waxhaw Professional Park Drive
Suite 500
Waxhaw, NC 28273
Re Project: River Towne Subdivision
This Statement of Availability confirms that Landeavor, LLC for the River Towne Subdivision project has expressed an
interest to utilize 3,762.00 Square Feet of Riparian Buffer Mitigation Credits from one of the following banks, EBX-Neuse
1, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, RES
Poplar Creek Buffer & Nutrient Offset Umbrella Mitigation Bank, EBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank,
RES 2021 Neuse Umbrella Mitigation Bank, or RES 2022 Phase 11 Umbrella Mitigation Bank. As the official Bank Sponsors,
EBX-Neuse I, LLC and Environmental Banc & Exchange, LLC, confirms that the required amount of mitigation credits is
currently available at one or more of the mitigation bank parcels listed below, each of which are located in HUC 3020201.
BANK PARCEL
BANK SPONSOR
DWR PROJECT #
Bucher
EBX-Neuse I, LLC
2016-0977v2
Selma Mil
EBX-Neuse I, LLC
2014-0705v2
Hannah Bridge
EBX-Neuse I, LLC
2017-0537v2
Meadow Spring
EBX-Neuse I, LLC
2016-0980v2
Polecat
EBX-Neuse I, LLC
2016-0978v2
Stone Creek
EBX-Neuse I, LLC
2016-0241v2
Poplar Creek
EBX-Neuse I, LLC
2016-0979v2
Uzzle
EBX-Neuse I, LLC
2016-0981v2
Shady Grove
Environmental Banc & Exchange, LLC
2020-1091v2
Wolf King
Environmental Banc & Exchange, LLC
2020-1149v2
Thunder Swamp II
Environmental Banc & Exchange, LLC
2021-0306v2
Caraway Bluff II
Environmental Banc & Exchange, LLC
2014-0820v6
Mitigation credits are not considered secured with this SOA, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until credits have been reserved or purchased. Invoices reserve credits and per -credit
pricing for a period of 30 days. Credits and pricing may be reserved for an extended period by signing a reservation
agreement and paying a 10% deposit.
Once payment has been received in full, the Mitigation Credit Transfer Certificate will be issued within three (3) days by
the Sponsor acknowledging that the Applicant has fully secured credits from the bank and the Sponsor has accepted full
responsibility for the mitigation obligation requiring the credits/units. A copy of the Mitigation Transfer Certificate,
Compensatory Mitigation Responsibility Acceptance Form, and a documented copy of the debit of credits from the Official
1

fires
Bank Credit Ledger(s), indicating the permit number and the resource type secured by the applicant will also be sent to
the regulatory agencies showing the proper documentation.
Thank you for allowing us to assist with your project. Please contact me at 919-209-1055 [e-mail] if you have any
questions or need any additional information.
Thank you!
Amy Staley
Credit Sales Manager
Bank Sponsors — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)
CC:
Katie Merritt, Nutrient Offset & Buffer Banking Coordinator, NCDEQ Division of Water Resources
Zachary Thomas, NCDEQ Division of Water Resources
Rick Trone, Withers Ravenel

■■ WithersRavenel
lipOur People. Your Success.
NWP 29 STATUTORY
APPROVAL (5/26/2023)

From:
Hopper, Christopher D CIV USARMY CESAW (USA)
To:
mason(cblandeavor.com; Trone. Rick; Thomas. Zachary T
Cc:
Camden Brunick; Isenhour. Kimberly T CIV USARMY CESAW (USA)
Subject:
SAW-2021-00605 / River Towne Subdivision / Landeavor, LLC / Knightdale / Wake County, NC - STATUTORY
APPROVAL
Date:
Friday, May 26, 2023 9:19:26 AM
Attachments:
SAW-2021-00605 Exhibits.pdf
SAW-2021-00605 STR MRTF.pdf
SAW-2021-00605 WTL MRTF.pdf
NWP29.pdf
Dear David Mason and Rick Trone,
A preconstruction notification application (PCN) dated November 22, 2022 was submitted for the
proposed activities. Supplemental information was provided on January 20, 2023. Due to workload,
the Corps was unable to provide timely formal written verification for impacts proposed in your
preconstruction notification application.
General Condition number 32, which lists the notification requirements for nationwide permits,
states that "The prospective permittee shall not begin the activity: (1) Until notified in writing ...., or
(2) If 45 calendar days have passed from the district engineer's receipt of the complete PCN and the
prospective permittee has not received written notice from the district or division engineer."
Accordingly, on March 6, 2023, the applicant, Landeavor, LLC., was authorized to place fill or
dredged material into waters, associated with the construction of the River Towne Subdivision,
under nationwide permit number 29, as proposed in the permit application dated November 22,
2022. I have attached a copy of the applicable permit conditions. The expiration date for the permit
verification is March 14, 2026.
Please note that your work is authorized by the above referenced permit provided it is accomplished
in strict accordance with the permit conditions and your submitted plans (see attached). Any
violation of the conditions or deviation from your submitted plans may subject the permittee to a
stop work order, a restoration order and/or appropriate legal action.
Please note the attached Mitigation Responsibility Transfer Forms must be retuned signed by the
Mitigation Sponsor prior to any ground disturbance.
It is your responsibility to contact the North Carolina Division of Water Resources (NCDWR) Raleigh
Regional Office to determine the 401 requirements for this project. Please note that, if an Individual
401 WQC is required from NCDWR, the conditions of the Individual 401 WQC, once issued, are also
conditions of the NWP referenced above. You may not conduct the activity authorized by the above
referenced NWP without a valid 401 Water Quality Certification.
Please let me know if you have any questions regarding this statutory verification, or any of the
conditions of the permit.
Christopher D. Hopper
Regulatory Specialist
U.S. Army Corps of Engineers

Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[phone]
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey can be accessed by copying and pasting the following link into your web
browser: https://reQulatory.ops.usace.army.mil/customer-service-survey/. Thank you for taking the
time to visit this site and complete the survey.

■■ WithersRavenel
lipOur People. Your Success.
NCDWR 401 WQC (2/2/2023)

DocuSign Envelope ID: CB4CF32D-CAr)r A )rA-Qrrr, 10F97AE08CB6
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
February 1, 2023
NORTH CAROLINA
Environmental Quality
DWR # 20081063 V2
Wake County
Landeavor, LLC
Attn: David Mason
105 E. Waxhaw Professional Park Dr.
Waxhaw, NC 28273
(via email: masonklandeavor.com)
Subject: Approval of Individual 401 Water Quality Certification
River Towne
USACE Action ID. No. SAW-2021-00605
Dear David Mason:
Attached hereto is a copy of Certification No. 5607 issued to David Mason and Landeavor, LLC, dated
February 1, 2023. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of this Water Quality Certification. If
you change your project, you must notify the Division and you may be required to submit a new application
package with the appropriate fee. If the property is sold, the new owner must be given a copy of this
Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
�4p'
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
NORrH C1919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 2 of 14
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours (or the next business day if a weekend or holiday) from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with, and/or any violation
of, stream or wetland standards [ 15A NCAC 02B .0200] including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a
weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes
by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of
Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are
set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina
Administrative Code. Additional information regarding requirements for filing a Petition and Petition
forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-
3000.
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Authorization Certificate in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Zach Thomas at 919-791-4255 or zachM.thomaskncdenr.gov if you have any
questions or concerns.
Sincerely,
EDocuSigned by:
VAAAj,ss& f,
B2916HAB32144F...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Rick Trone, WithersRavenel (via email: rtrone&withersravenel.com)
Chris Hopper, USACE Raleigh Regulatory Field Office (via email)
Gabriela Garrison, NC Wildlife Resources Commission (via email)
DWR 401 & Buffer Permitting Branch Electronic file
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 3 of 14
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION 45607 is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 021-1.0500
and 15A NCAC 02B .0200, to David Mason and Landeavor, LLC, who have authorization for the
impacts listed below, as described within your application received by the N.C. Division of Water
Resources (Division) on November 22, 2022, payment received November 23, 2022, and additional
information received January 20, 2023.
The State of North Carolina certifies that this activity will comply with water quality requirements
and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL
95-217 if conducted in accordance with the application, the supporting documentation, and
conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including incidental impacts.
[15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
(units) Permanent
Amount Approved
(units) Temporary
404/401 Wetlands:
W1: Road Crossing
0.016 (acres)
0 (acres)
W2: Greenway
0.034 (acres)
0 (acres)
W3: Greenwa
0 (acres)
0.009 (acres)
W4: Sewer Line
0 (acres)
0.310 (acres)
W5: Sewer Line
0 (acres)
0.024 (acres)
W6: Sewer Line
0 (acres)
0.103 (acres)
W6A: Construction Easement
0 (acres)
0.030 (acres)
W7: Sewer Line
0 (acres)
0.013 (acres)
W8: Sewer Line
0 (acres)
0.027 (acres)
W9: Sewer Line
0 (acres)
0.011 (acres)
W10: Grading
0.020 (acres)
0 (acres)
W11: Road Crossing
0.002 (acres)
0 (acres)
W12: Road Crossing
0.146 (acres)
0 (acres)
W13: Road Widening
0.040 (acres)
0 (acres)
W14: Sewer Line
0 (acres)
0.054 (acres)
404/401 Streams:
S 1: Road Crossing — Culvert
161 (linear feet)
0 (linear feet)
S2: Road Crossing — Ri ra
17 (linear feet)
0 (linear feet)
S3: Road Crossing — Construction Access/Dewatering
0 (linear feet)
6 (linear feet)
S4: Sewer Crossing — Excavation
0 (linear feet)
34 (linear feet)
S5: SCM Outlet
24 (linear feet)
0 (linear feet)
S6: Construction Access/Dewaterin
0 (linear feet)
10 (linear feet)
S7: Riprap
12 (linear feet)
0 (linear feet)
S8: Road Crossing — Culvert
125 (linear feet)
0 (linear feet)
S9: Construction Access/Dewatering
0 (linear feet)
30 (linear feet)
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 4 of 14
1) Compensatory Mitigation Using a Private Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The Division has
received a Statement of Availability letter from Wildlands Holdings III, LLC, and the Falling Creek
Umbrella Mitigation Banking Instrument to meet this mitigation requirement. The specific sites to be
debited are the Falling Creek, Grantham Branch, and McClenny Acres II Mitigation Sites located in HUC
03020201. Until Wildlands Holdings III, LLC, receives and clears your payment, and proof of payment
has been provided to this Office, no impacts specified in this Certification shall occur. For accounting
purposes, this Certification authorizes payment to Wildlands Holdings III, LLC, to meet the following
compensatory mitigation requirement [15A NCAC 02H .0506(c)]:
Compensatory
Mitigation
Compensatory
Mitigation Required
Bank Sponsor
River & Sub -Basin
Number
Riparian Wetlands
0.258 (acres)
Wildlands Holdings III, LLC
Neuse: 03020201
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state 's antidegradation policy), the project must provide for replacement of existing uses through
compensatory mitigation.
2) Erosion and Sediment Control:
Appropriate measures should be installed prior to any land clearing activities to protect wetlands, streams,
and/or buffers from turbidity and/ or sedimentation. These measures should be routinely inspected, and
properly maintained, and excavated materials should be contained outside wetland, stream, and/or buffer
boundaries. Excessive silt and sediment loads can have numerous detrimental effects on aquatic resources
including destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species.
Citation: 15A NCAC 02H.0506 (b)(1) and (2)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity, wildlife, secondary contact recreation, agriculture); and that
activities must not cause water pollution that precludes any best use on a short-term or long-term basis.
3) Stormwater Management Plan:
The Permittee shall secure an approved stormwater management plan (SMP) from the appropriate locally
delegated government stormwater program before any impacts authorized in this certification occur.
Citation: 15A NCAC 02H . 0506; 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that
activities must not cause waterpollution thatprecludes any best use on a short-term or long-term basis.
4) If this Water Quality Certification is used to access residential, commercial or industrial building sites,
then all parcels owned by the permittee that are part of the single and complete project authorized by this
Certification must be buildable without additional impacts to streams or wetlands.
Citation: 15A NCAC 02H . 0502(a);15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 5 of 14
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts
5) For road construction purposes, this Certification shall only be utilized from natural high ground to
natural high ground.
Citation: 15A NCAC 02H . 0502(a);15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation ofstandards or would result in secondary or
cumulative impacts.
6) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained jurisdictional
wetlands, waters, and state regulated riparian buffers within the project boundaries in order to assure
compliance with NC Water Quality Certification Rules (15A NCAC 02H .0500), NC Isolated Wetland
Rules (15A NCAC 02H .1300), and/or State Regulated Riparian Buffer Rules (15A NCAC 02B .0200).
These mechanisms shall be put in place at the time of recording of the property or individual parcels,
whichever is appropriate.
Citation: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
7) For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements under G.S.
143-215.27 of a professionally supervised dam removal, the applicant shall provide documentation that
any sediment that may be released has similar or lower level of contamination than sediment sampled
from downstream of the dam in accordance with Session Law 2017-145.
Citation: 15A NCAC 02H . 0502; 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A
NCACO2B . 0200; S.L. 2017-145
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
8) If this Water Quality Certification is used for utility related impacts, then the following Activity Specific
Conditions shall apply to those impacts.
a) All sewer lines shall be designed, constructed and maintained in accordance with Title 15A NCAC
Chapter 02T, applicable Minimum Design Criteria (MDC), and/or Alternative Design Criteria.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 6 of 14
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure that
conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity;
wildlife: secondary contact recreation: agriculture); and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer than 10
feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings, utility lines shall cross the
stream channel at a near -perpendicular direction (i.e., between 75 degrees and 105 degrees to the
stream bank).
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
d) Construction corridors in wetlands and/or across stream channels shall be minimized to the maximum
extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed only as
needed to install the utility and remaining stumps shall be cut off at grade level. The general stripping
of topsoil within wetlands along the construction corridor is prohibited.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
e) Permanent maintained access corridors in wetlands and across stream channels shall be restricted to
the minimum width practicable and shall not exceed 30 feet wide except at manhole locations.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 7 of 14
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
f) For all utility lines constructed within wetlands, an anti -seep collar shall be placed at the downstream
(utility line gradient) wetland boundary and every 150 feet up the gradient until the utility exits the
wetland. Anti -seep collars may be constructed with class B concrete, compacted clay, PVC pipe, or
metal collars. Wetland crossings that are directionally drilled, and perpendicular wetland crossings
that are open cut and less than 150 feet long do not require anti -seep collars. The compacted clay
shall have a specific infiltration of 1 X 10' cm/sec or less. See Water Quality General Certification
No. 4256 for a section and plan view diagram for the anti -seep collars.
The following specifications shall apply to class B concrete:
i) Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
ii) Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
iii) Maximum water -cement ratio gallons per sack 6.8
iv) Slump range 2" to 4"
v) Minimum strength - 28-day psi 2,500
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre -construction conditions.
Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be minimized to
the greatest extent practical. During excavation, the soils shall be placed on fabric to minimize
impacts whenever possible. Topsoil excavated from utility trenches will be piled separately from
subsoils and will be backfilled into the trench only after the subsoils have been placed and compacted.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
9) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 8 of 14
Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental
impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a short-
term or long-term basis.
10) No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the
approved impacts (including temporary impacts).
Citation: 15A NCAC 02H.0506; 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that
activities must not cause waterpollution thatprecludes any best use on a short-term or long-term basis.
11) All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter
2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments
and further protect existing uses.
12) When applicable, all construction activities shall be performed and maintained in full compliance with
G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of
the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality standards,
statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures shall be
equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment
and Erosion Control Manual, or for linear transportation projects, the North Caroline Department of
Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor -owned or leased borrow pits associated with the project. Sufficient materials
required for stabilization and/or repair of erosion control measures and stormwater routing and treatment
shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
Reclamation measures and implementation shall comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCACO2B . 0200; 15A NCAC
02B.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 9 of 14
Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
13) Sediment and erosion control measures shall not be installed in wetland or waters except within the
footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within
authorized impact areas, then placement of such measures shall not be conducted in a manner that results
in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed within wetlands
shall be removed from wetlands and the natural grade restored within two (2) months of the date that
DEMLR or locally delegated program has released the specific area within the project to ensure wetland
standards are maintained upon completion of the project.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU,- if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
14) Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses (including
aquatic life propagation and biological integrity), and the water quality to protect such uses, are
protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any
surface waters or wetlands downstream, continue to support existing uses during and after project
completion. The Division must evaluate if the activity has avoided and minimized impacts to waters,
would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts.
15) If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES
Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including
the erosion & sedimentation control plan, inspections and maintenance, self -monitoring, record keeping
and reporting requirements is required.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A NCAC
02B.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 10 of 14
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU,- if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
16) All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact
with the disturbed area. Approved best management practices from the most current version of the NC
Sediment and Erosion Control Manual, or the NC Department of Transportation Construction and
Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures
shall be used to minimize excavation in flowing water.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200
Justification: Surface water quality standards require that conditions ofwaters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances,
or colored or other wastes: only such amounts as shall not render the waters injurious to public health,
secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic
quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not
exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in
streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout
waters, the turbidity shall not exceed 25 NTU,- if turbidity exceeds these levels due to natural background
conditions, the existing turbidity level shall not be increased.
17) In -stream structures installed to mimic natural channel geomorphology such as cross -vanes, sills, step -
pool structures, etc. shall be designed and installed in such a manner that allow for continued aquatic life
movement.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. Ensuring that in -stream structures are installed properly will
ensure that surface water quality standards are met and conditions of waters are suitable for all best uses.
18) Culverts shall be designed and installed in such a manner that the original stream profiles are not altered
and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream
above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing
the depth of the stream in connection with the construction activity. The width, height, and gradient of a
proposed culvert shall be such as to pass the average historical low flow and spring flow without
adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert
shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream
channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe
and additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the streambed by one
foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts
having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. If
the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage,
then culvert burial into the streambed is not required.
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 11 of 14
For structures less than 72" in diameter/width, and topographic constraints indicate culvert slopes of
greater than 2.5% culvert burial is not required, provided that all alternative options for flattening the
slope have been investigated and aquatic life movement/connectivity has been provided when possible
(e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification, including supporting documentation to
include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to
DWR 30 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting documentation
such as a location map of the culvert, geotechnical reports, photographs, etc. shall be provided to DWR a
minimum of 30 calendar days prior to the installation of the culvert. If bedrock is discovered during
construction, then DWR shall be notified by phone or email within 24 hours of discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other fill
projects are constructed across FENIA-designated floodways or wetlands, openings such as culverts or
bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be
used where practicable instead of rip -rap or other bank hardening methods.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will
ensure that surface water quality standards are met and conditions of waters are suitable for all best uses.
19) Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or
wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local
regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact
between the fertilizer and surface waters.
Citation: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards:
(c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause
adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
20) If concrete is used during construction, then all necessary measures shall be taken to prevent direct
contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts
uncured concrete shall not be discharged to waters of the state.
Citation: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 12 of 14
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1)
Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in
amounts that may cause adverse impacts on existing wetland uses.
21) All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be
returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary.
The impacted areas shall be restored to original grade, including each stream's original cross -sectional
dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted sites shall be
restored and stabilized with native vegetation.
Citation: 15A NCAC 02H 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface
waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses
after project completion.
22) All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control
Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina
Department of Transportation Best Management Practices for Construction and Maintenance Activities
so as not to restrict stream flow or cause dis-equilibrium during use of this Certification.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
23) Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All
rip -rap shall be placed such that the original streambed elevation and streambank contours are restored
and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants.
Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or
banks upstream or downstream of the area or be installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
24) Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent movement
by wave, current action, or stream flows, and shall consist of clean rock or masonry material free of
debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required
for velocity control and to ensure structural integrity of bank stabilization measures.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0201
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 13 of 14
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
25) All mechanized equipment operated near surface waters shall be inspected and maintained regularly to
prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
Construction shall be staged in order to minimize the exposure of equipment to surface waters to the
maximum extent practicable. Fueling, lubrication, and general equipment maintenance shall be
performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by
fuels and oils.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A NCAC 02B
.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1)
Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in
amounts that may cause adverse impacts on existing wetland uses.
26) Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance and compaction.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0231
Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands such
that hydrologic conditions necessary to support natural biological and physical characteristics are
protected,- populations of wetland flora and fauna are maintained to protect biological integrity of the
wetland, and materials or substances are not present in amounts that may cause adverse impact on
existing wetland uses.
27) In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of
amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that
cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H . 0507(c); N. C. G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of discharge
must immediately notify the Department, or any of its agents or employees, of the nature, location, and
time of the discharge and of the measures which are being taken or are proposed to be taken to contain
and remove the discharge. This action is required in order to contain or divert the substances to prevent
entry into the surface waters. Surface water quality standards require that conditions of waters be
suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture);
and that activities must not cause water pollution that precludes any best use on a short-term or long-
term basis.
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Individual Certification #WQC005607
Page 14 of 14
28) The permittee and their authorized agents shall conduct all activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with §303(d) of the Clean
Water Act), and any other appropriate requirements of State and Federal Law.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
29) The permittee shall require its contractors and/or agents to comply with the terms and conditions of this
permit in the construction and maintenance of this project, and shall provide each of its contractors and/or
agents associated with the construction or maintenance of this project with a copy of this Water Quality
Certification. A copy of this Water Quality Certification shall be available at the project site during the
construction and maintenance of this project.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: Those actually performing the work should be aware of the requirements of this 401 Water
Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the date
of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]
This, the 1st day of February 2023
DocuSigned by:
f,
Valn t.SSu �LaIJn l�d,� t �bV
62916E6A632144F...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
ZT - WQC005607
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

■■ WithersRavenel
lipOur People. Your Success.
NCDWR BUFFER
AUTHORIZATION
(2/2/2023)

DocuSign Envelope ID: CB4CF32D-CAr)r A )rA-Qrrr, 10F97AE08CB6
ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
RICHARD E. ROGERS, JR.
Director
February 1, 2023
Landeavor, LLC
Attn: David Mason
105 E. Waxhaw Professional Park Dr.
Waxhaw, NC 28273
(via email: masonglandeavor.com)
NORTH CAROLINA
Environmental Quality
DWR # 20081063 V2
Wake County
Subject: APPROVAL OF NEUSE RIVER BASIN RIPARIAN BUFFER IMPACTS
WITH ADDITIONAL CONDITIONS
River Towne
Dear David Mason:
You have our approval for the impacts listed below for the purpose described in your application
dated November 22, 2022, received by the Division of Water Resources (Division) November
22, 2022, and with payment received November 23, 2022, and additional information received
January 20, 2023. These impacts are covered by the Neuse River Buffer Rules and the conditions
listed below. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This Authorization
shall expire when the corresponding 401 Water Quality Certification Approval
DWR#20081063 V2 expires.
The following impacts are hereby approved, provided that all of the Conditions listed below, and
all of the conditions of the Neuse River Buffer Rules are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02B Neuse .0611(b)(2)]
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Buffers — Zone 1
B3: Utility Line - Sewer
746 (square feet)*
0 (square feet)
B4: Greenway Crossing
1,210 (square feet
0 (square feet
B5: Road Crossing
10,149 (square feet)*
0 (square feet)
B5A: Road Crossing - Construction
0 (square feet)
600 (square feet)
B8: Utility Line - Sewer
495 (square feet)*
0 (square feet
B10: Utility Crossing - Construction
0 (square feet)
866 (square feet)
B 12: Utility Line - Sewer
3,414 (square feet)*
0 (square feet
�C.RO_N�A'
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200
�iRmenf of EIWMn nlnl QualRY

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Buffer Authorization Certificate
Page 2 of 4
B14: Utility Line - Sewer
697 (square feet)*
0 (square feet)
B15: Utility Line - Sewer
854 (square feet)*
0 (square feet)
B14: Utility Line - Sewer
978 (square feet)*
0 (square feet)
B18: Road Crossing
12,739 (square feet)*
0 (square feet)
B19: Road Widening
473 (square feet)
0 (square feet)
Buffers — Zone 2
B4: Greenway Crossing
807 (square feet)
0 (square feet)
B5: Road Crossing
6,047 (square feet)*
0 (square feet)
B5A: Road Crossing - Construction
0 (square feet
41 (square feet
B8: Utility Crossing
5,404 (square feet)
0 (square feet)
B10: Utility Crossing - Construction
0 (square feet
419 (square feet
B 18: Road Crossing
5,461 (square feet)*
0 (square feet)
B19: Road Widening
535 (square feet)
0 (square feet)
*Compensatory Mitigation Using a Private Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the approved Bank Sponsor(s) Wildlands
Holdings III, LLC & Wildlands Holdings V, LLC [hereby known as Bank Sponsor(s)] for use of
the following mitigation banks: Anderson Farm, Black Dirt, Cox Pond, Falling Creek, Grantham
Branch, Little River Weaver, Long Pond, Moccasin Creek, O'Berry Road, Rosewood, Sassarixa
Swamp II, Thoroughfare Swamp, Catfish Pond II, Perry Hill II, and Wolfe Mitigation Bank
Parcels. Until the Bank Sponsor(s) receives and clears your payment, and proof of payment has
been provided to this Office, no impacts specified in this Certification shall occur. For
accounting purposes, this Certification authorizes payment to the Bank Sponsor(s) to meet the
following compensatory mitigation requirement [15A NCAC 02H .0506 (c)]:
Compensatory
Bank Sponsor
River & Sub -basin Number
Mitigation Required
Buffer -Zone 1
90,216 (square feet)
Wildlands Holdings III,
Neuse: 03020201
(3:1 ratio)
[30,072 sgft x 31
LLC & Wildlands
Holdings V, LLC
Buffer -Zone 2
17,262 (square feet)
Wildlands Holdings III,
Neuse: 03020201
(1.5:1 ratio)
[11,508 sgftx 1.51
LLC & Wildlands
Holdings V, LLC
Total:
107,478.00 (square
feet
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state 's antidegradation policy), the project must provide for replacement of
existing uses through compensatory mitigation.
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Buffer Authorization Certificate
Page 3 of 4
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of this Authorization
Certificate. If you change your project, you must notify the Division and you may be required to
submit a new application package. If the property is sold, the new owner must be given a copy
of this Authorization Certificate and is responsible for complying with all conditions. [15A
NCAC 02B .0611(b)(2)]
If you are unable to comply with any of the conditions below, you must notify the Raleigh
Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time
the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with the conditions
of this Authorization Certificate and/or any violation of state regulated riparian buffer rules [15A
NCAC 02B .0714]. Information shall be provided orally within 24 hours (or the next business
day if a weekend or holiday) from the time the applicant became aware of the circumstances.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5] Upon
the presentation of proper credentials, the Division may inspect the property.
This Authorization Certificate can be contested as provided in Chapter 150B of the North
Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the
North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days.
Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General
Statutes and Title 26 of the North Carolina Administrative Code. Additional information
regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of
the Authorization Certificate in accordance with N.C.G.S 15013-23(a).
This Authorization Certificate neither grants nor affirms any property right, license, or privilege
in any lands or waters, or any right of use in any waters. This Authorization Certificate does not
authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any
other person, nor does it create any prescriptive right or any right of priority regarding any usage
of water. This Authorization Certificate shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Authorization Certificate to possess any
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

DocuSign Envelope ID: CB4CF32D-CA06-42FA-BF55-10F97AE08CB6 River Towne
DWR# 20081063 V2
Buffer Authorization Certificate
Page 4 of 4
prescriptive or other right of priority with respect to any other consumptive user regardless of the
quantity of the withdrawal or the date on which the withdrawal was initiated or expanded.
This letter completes the review of the Division under the Neuse River Riparian Buffer Rules as
described in 15A NCAC 02B .0714. Please contact Zach Thomas at 919-791-4255 or
zachary.thomasgncdenr.gov if you have any questions or concerns.
Sincerely,
ocuSigned by:
1�D
u. -E. �t 6r
2916E6AB32144F...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Rick Trone, WithersRavenel (via email: rtronekwithersravenel.com)
DWR 401 & Buffer Permitting via Laserfiche
� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NCRTH CARCLINA 919.791.4200

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30
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46
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-
-
-
-
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ROAD CROSSING
-
-
-
-
-
-
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-
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-
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574
0.013
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ROAD CROSSING
-
-
-
-
-
-
-
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136
0.003
-
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-
-
-
-
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-
-
-
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1054
0.024
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413
0.009
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33
137
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13,633
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W7
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-
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370
0.008
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SEW ER CROSSING
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629
0.014
-
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W9
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-
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-
-
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524
0.012
-
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-
-
-
-
-
-
-
-
-
-
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876
0.020
S6
SEW ER CROSSING
33
229
0.005
-
-
-
-
-
-
-
-
-
-
57
ROAD CROSSING
9
39
0.001
-
-
-
-
-
-
-
-
-
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SS
RIPRAP DISSIPATOR
-
-
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21
84
0.002
-
-
-
-
-
-
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59
ROAD CROSSING
-
-
-
-
-
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127
372
0.009
-
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S10
ROAD CROSSING
20
59
0.001
-
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82
0.002
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6,604
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IMPACT SPECIFICATION
EASEMENT BUFFER IMPACT
ZONE
ZONE
ZONE
ZONE
ZONE
ZONE2
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(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
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B1
SCM OUTFACE
727
0.017
550
0.013
-
-
-
-
-
-
-
-
62
SCM OUTFACE
1,219
0.028
1,115
0.026
-
-
-
-
-
-
-
-
P
636
SCM OUTFACE
-
-
-
-
125
0.003
336
0.008
-
-
-
-
63
ROAD CROSSING
-
-
-
-
1,331
0.031
471
0.011
-
-
-
-
Q
B4
ROAD CROSSING
8,475
0.195
5,408
0.124
-
-
-
-
-
-
-
-
BS
ROAD CROSSING
-
-
-
-
581
0.013
83
0.002
-
-
-
-
R
B6
TRAIL CROSSING
1,210
0.028
807
0.019
-
-
-
-
-
-
-
-
5
B7
SCM OUTFACE
885
0.020
562
0.013
-
-
-
-
-
-
-
-
PERPENDICULAR SEWER
T
B8
2103
0.048
1,657
0.038
-
-
-
-
-
-
-
-
CROSSING
NON -PERPENDICULAR
B9
1,906
0.044
-
-
-
-
-
-
-
-
SEWER CROSSING
NON -PERPENDICULAR
U
B10
-
-
1,044
0.024
-
-
-
-
-
-
-
-
SEW ER CROSSI NG
NON -PERPENDICULAR
Bll
583
0.013
2,731
0.063
-
-
-
-
-
-
-
-
SEWER CROSSING
NON -PERPENDICULAR
612
16
0.000
1,873
0.043
-
-
-
-
-
-
-
-
SEWER CROSSING
NON -PERPENDICULAR
V
613
_
_
1,359
0.031
-
-
-
-
-
-
-
-
SEW ER CRO551 NG
NON -PERPENDICULAR
614
_
_
309
0.007
-
-
-
-
-
-
-
-
SEW ER CRO551 NG
PERPENDICULAR SEWER
615
2077
0.048
1,215
0.028
-
-
-
-
-
-
-
-
CROSSING
W
B16
SEWER CROSSING
-
-
-
-
-
-
-
664
0.015
407
0.009
NON -PERPENDICULAR
617
-
711
0.016
-
-
-
-
-
-
-
-
SEWER CROSSING
NON -PERPENDICULAR
618
462
0.011
-
-
-
-
-
-
-
-
SEW ER CRO551 NG
NON -PERPENDICULAR
X
619
1,763
0.040
-
-
-
-
-
-
-
-
SEW ER CRO551 NG
NON -PERPENDICULAR
620
743
0.017
-
-
-
-
-
-
-
-
SEWER CROSSING
NON -PERPENDICULAR
621
195
0.004
-
-
-
-
-
-
SEWER CROSSING
NON -PERPENDICULAR
Y
622
-
-
1,382
0.032
-
-
-
-
-
-
-
-
SEW ER CROSSI NG
NON -PERPENDICULAR
623
532
0.012
-
-
-
-
-
-
-
-
SEWER CROSSING
NON -PERPENDICULAR
624
_
_
3,547
0.081
-
-
-
-
-
-
-
-
SEW ER CROSSI NG
Z
PERPENDICULAR SEWER
625
1,968
0.045
1,272
0.029
-
-
-
-
-
-
-
-
CROSSING
626
SCM Outfall
508
0.012
389
0.009
-
-
-
-
-
-
-
-
NON -PERPENDICULAR
AA
627
655
0.015
7,910
0.182
-
-
-
-
-
-
-
-
SEW ER CROSSI NG
628
ROAD CROSSING
-
-
-
-
1,078
0.025
185
0.004
-
-
-
-
629
ROAD CROSSING
9,001
0.207
4,914
0.113
-
-
-
-
-
-
-
-
BB
630
ROAD CROSSING
-
-
-
-
847
0.019
701
0.016
-
-
-
-
PERPENDICULAR WATER
631
LINE &FORCE MAIN
3,677
0.084
2,992
0.069
-
-
-
-
-
-
-
-
INSTALLATION
PERPENDICULAR WATER
CC
632
LINE &FORCE MAIN
2,805
0.064
1,526
0.035
-
-
-
-
-
-
-
-
CROSSING
PERPENDICULAR
DO
633
73
0.002
1,485
0.034
-
-
-
-
-
-
-
-
SEW ER/WATER CROSSING
PERPENDICULAR SEWER
B34
1,682
0.039
1,056
0.024
-
-
-
-
-
-
-
-
EE
CROSSING
635
SEWER CROSSING
-
-
-
-
2,020
0.046
-
-
-
-
-
-
TOTAL
37,664
0.865
51,415
1.180
5,982
0.137
1,776
0.041
664
0.015
407
0.009

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