20220284 Ver 1_More Info Received_20220428

Strickland, Bev
From: Camden Brunick <[e-mail]>
Sent: Thursday, April 28, 2022 12:54 PM
To: Cohn, Colleen M
Cc: [e-mail]; Dailey, Samantha J CIV USARMY CESAW (USA)
Subject: [External] RE: Cadence Meadows DWR#20220284
Attachments: Cadence Meadows 401 responses 4 27 2022.pdf; 19-0103_Cadence-Meadows-
Impacts.pdf; Pre -Construction Notification (PCN) Form UPDATED 4-28-22.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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Good afternoon Colleen,
I hope you are doing well. In response to your previous email requesting some additional information, please see the
attached responses above. Please note that buffer impacts for greenway impacts 7 & 8 have changed and have been
updated in the PCN attachment above. Please also note that a 3' retaining wall 5' away from the top of bank has been
added to keep the grading from the top of the bank for Impact 3. These questions and other comments have been
addressed within the "Cadence Meadows 401 response" attached above. Please let me know if this additional
information will suffice.
Thank you,
CAMDEN BRUNICK
Environmental Consultant
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone](cell)
From: Cohn, Colleen M <[e-mail]>
Sent: Friday, April 22, 2022 1:25 PM
To: Camden Brunick <[e-mail]>
Cc: [e-mail]; Dailey, Samantha J CIV USARMY CESAW (USA)
<[e-mail]>
Subject: Cadence Meadows DWR#20220284
Good morning,
I am beginning my review of the above referenced project, and in order to complete the review, some additional
information is required:
1) The NC Wildlife Resources Commission has submitted comments on this project. I've attached a copy for your
convenience, but they are also located in the public Laserfiche file for the project. Please provide a response to
the comments and concerns from NC WRC. [15A NCAC 02H .0502(c)]
2) Please provide more details regarding avoidance and minimization of buffer, stream, and wetland impacts for
Impacts 2 & 3. Please provide additional information as of why this plan for the activity cannot be practically
accomplished, reduced, or reconfigured to better minimize disturbance.
i

3) Impact 3 appears to have fill for the roadway at or below top of bank of the stream channel. I've included a snip
of the plan sheet below. Please provide additional information on this impact, including how this activity will not
result in de -stabilization of the stream bed or bank. [15A NCAC 02H .0506(c)]
7WABLEi
sr
- • 31 11111001111+ r + +
LJMIT
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,PERMANENT
5TRF,AM IMPACT
72LF/ 430 SF
TEMPORARY
' 3TRCAMI IMPACT
10.1F)47SF
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PERMANENT
ZONE 1 BUFFER IMPACT
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101
4) Please provide additional details on the greenway impacts in Impacts 7&8.
than 10-feet-wide with 2-foot-wide shoulders through the buffer based on
02B .0714(11)(j)(iii)]
Thanks,
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
STRE
J.
PERMANEh-
L6 28L-I-E
Av
The greenway appears to be wider
the scale of the maps. [15A NCAC
2

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SUMMIT
DESIGN AND ENGINEERING SERVICES
Soil & Environmental Consultants, PA
Deborah Shirley
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
RE: Cadence Meadows PCN Submittal
Additional Information DEQ Permit No. 2022-0284
Dear Ms. Shirley:
April 27, 2022
We have reviewed the correspondence from Colleen Cohn with DWR on April 22, 2022 and Gabriela Garrison -
NC Wildlife Resources Commission letter dated April 13, 2022. We offer the following information for further
evaluation on the permit application.
When developing the roadway configuration, we immediately discarded the concept of extending the roadway to
the west across the Little River. We did not discuss this as avoidance and minimization for the project, but this is
something that should be noted for the record. There are three roadway stubs to the parcel from the Pineview
subdivision. Southland Drive on the west, Azalea Drive and Smokey Mountain Drive on the east. In the rezoning
of the property, we mentioned to the Town that it is very unlikely that both Smokey Mountain Drive and Azalea
Drive would be permitted. Smokey Mountain connects back to Southland Drive just north of the stream crossing.
Therefore there is no advantage to making this connection. Azalea Drive provides a better connection to NC
Highway 97 and was chosen for more detail design. For avoidance and minimization, we are only providing
connections at two of three possible locations.
Culvert Crossing 2 location was chosen to minimize the stream impact and wetland impact. The stream begins just
to the left of the centerline of Azalea Drive, with the stream impact limited to 22 lineal feet of permanent impact.
The culvert will be provided with 8" high baffles and riprap at the outlet to minimize the head cutting potential. Fill
slopes of 2:1 are used to shorten the slope impacts and pipe length. A 3:1 slope would increase the stream impact by
an additional 10'. If the culvert is moved to the east, while stream impact will be decreased, wetland impact will
increase.
Culvert crossing 3 location was locked into connecting into the existing pavement for Azalea Drive. We noticed
that the stream goes north / south for a short distance. To avoid this north / south jog, a reverse curve in the
roadway pulls the improvements away from the stream to limit channel impact. If the roadway is shifted more to
the east, the centerline crossing will be at a larger skew angle than is shown. We added a 3' high retaining wall 5'
away from the top of bank to keep the grading from the top of bank. Note we revised the size of the culvert to 72"
RCP as requested by the Town.
Raleigh Office
1110 Navaho Drive, Suite 600, Raleigh, NC 27609 919.322.0115 // www.summitde.com

We agree with Gabriela Garrison that the Little River is a highly sensitive area. Due to the overall size of the
property, we probably didn't communicate properly how the overall site was being developed in relationship to the
existing Little River. The attached overall site PDF has been modified to show the entire parcel and labels the
distance to the closest point of the development. There is a distance of 600' from the Little River to the greenway.
This distance exceeds the 200' buffer mentioned in her comments.
For the creek running along the northern property line (north of Southland Drive), the roadway network will have a
storm sewer system beginning near the existing pond. The storm sewer will outfall into SCM 3. This storm sewer
system will minimize the impact to the northern creek since it will not be hydraulically connected to it before Little
River. The rear of lots will drain to the creek, but the drainage from the roadway and street sidewalks will be
connected into the curb and gutter /storm sewer system.
As mentioned earlier, the stream impacts have been minimized as much as possible and the roadway crossings are
designed to allow for passage of aquatic organisms. The criteria listed for culverts is part of the nationwide permit
criteria and will be part of the culvert construction.
The majority of the wetland impacts are at the extension of Southland Drive. The Town allowed for the standard
collector roadway width of 35' be reduced to 31' at the stream and wetland crossing location. Sidewalks are
required on both sides of the roadway throughout the development and will connect into the proposed greenway
system.
On a project this size, we evaluated the possibility of using LID techniques early on. The Town of Zebulon had a
requirement of sidewalks on both sides of the street. With ditch sections, it is much more complicated to grade for
the sidewalk, have street trees, and underground utilities for water and sewer. This typically requires at least a 70'
right of way instead of the proposed 50' right of way.
For the proposed lot width of 60', standard zoning would have required rear alleys at single family lots for the
project. This would have increased the impervious area of the development. This compounds the issue of trying to
incorporate LID into this project. The townhome area does have alleys as required by the Town.
The perimeter trees will be maintained as much as practical. An extensive landscaping plan for street trees and
perimeter buffers have been developed for the project.
The erosion control plan provides for an extensive network of sediment ponds and temporary diversion ditches
parallel to the streams. These ditches are designed for a 10 year design storm during construction, and will be
removed and the area outside the lots will be seeding and planted and allowed to reestablish itself to a natural state.
0
2

The Town has on its master plan a greenway running along Little River from Business US 64 to NC 97, and an
additional greenway trail (Corridor 8 Trail — see excerpt) running along the stream (Gill Creek) on the southern
property line. We have designed the greenway to minimize environmental impacts while meeting the intent of the
greenway location. Note that the greenway trail is showing a stream crossing for Little River that we feel will be
difficult to achieve.
At impact 7, the greenway trail is 10' wide with 2' shoulders on both sides. At impact 8, we have added a 12' wide
boardwalk that spans the majority of the zone 2 to minimize grading in this area. The boardwalk has a concrete
approach slab 12' x 15' which will be the only impervious area in zone 2.
This completes our responses. Please advise if you need any further clarification.
Sincerely,
Don Sever, PE
Senior Project Manager
•
3

LITTLE RIVER
STREAM
CENTERLINE
HINTON & HINTON
LIMITED PARTNERSHIP PU
PIN 1795319786 GROUND ELE
REAL ESTATE ID 0211817
DB 4442/258
PROPERTY
LINE
CONFLUENCE OF LITTLE RIVER
/ FEATURE G
STREAM CENTERLINE
5
BM 200 /1888
AREA = 620,423 SQ.
(14.24 AC)
946
4
SOUTHWIND LAND CO. INC.
PIN 1795525142
REAL ESTATE ID 0248170
DB 17511/512
BM 1998/1721
N`AA�
4 G
H&K PARTNERSHIP
PIN 1795511912
CZ. REAL ESTATE ID 0233665
O DB 6506/30
BM 1997/431
TOWN OF ZEBULON
PUBLIC GREENWAY
EASEMENT, (TYP.)
PATRICIA ROBERSON
PIN 1794595860
REAL ESTATE ID 0360257
DB 12604/29
BM 2007/1160, TRACT 2
EXISTING SAN SEW
MANHOLE
GROUND ELEV: 249.5'
GILBERT L. TODD, SR &
GLENN A. TODD
PIN 1795604391
REAL ESTATE ID 0093648
ESTATE BOOK 00—E-000808
BM 1959/301, PART OF LOT 3
Know what's below.
CaII before you dig.
1
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SITE BOUNDARY, (TYP.)
CITADEL GETHSEMANE MEMORIAL
PIN 1795639241
REAL ESTATE ID 0079469
DB 9959/817
BM 1979/425
STREAM
CENTERLINE
-/GRIFFIN TODD, JR.
PIN 1795609826
//"---- REAL ESTATE ID 0435017
DB 16261/68
GILBERT L. TODD &
JACQUELINE TODD
PIN 1795608424
REAL ESTATE ID 0070902
DB 15760/449
BM 1959/301, LOT 4
GRAPHIC SCALE
75 0 37.5 75 150
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1 inch = 150 ft.
GILBERT L. TOD
GRIFFIN TODD, J
PIN 1795703906
REAL ESTATE ID 0103724
DB 16261/72
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
ROPERTY
LINE
REAL ESTATE ID 0186160
DB 8622/986
ALLEY 3 16' BM 1988/24
TOZ R/W EXISTING
SAN SEW
s MANHOLE
ROUND ELEV: 295.5'
SS
ai 1 gar
ALLEY 6 16'
TOZ R/W
SILVER SPRINGS
HOUSING ASSOCIATION LLC
PIN 1795728646
GWENDOLYN
TODD HOUSTON
PIN 1795717011
REAL ESTATE ID
0347381
DB 12053/2690
MB 2006/1339
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04/06/2022
04/06/2022
02/25/2022
01/07/2022
DATE
REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
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320 Executive Court
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PROJECT NO.
19-0103
DRAWING NAME:
19-0103_s.dwg
SHEET NO.
C-13

Zebulon Greenway, Bicycle & Pedestrian Master Plan
Corridor #8
At approximately 2 miles long, Corridor 8 will
connect Downtown Zebulon to the future Little
River Trail and to the Pineview neighborhood.
It also connects to roadside improvements along
Business 64 / Mack Todd Road. A major road
crossing would be required at Bus. 64 and a
smaller crossing would be required at Pony Road
The portion of the corridor between Mack Todd
Road and Downtown follows an existing sewer
easement. Roadside improvements along Horton
Street would be recommended to strengthen the
connections between Downtown and the greenway
trail system.
West of Bus. 64, the corridor follows FEMA
floodplain along property lines and will tie into
the future Little River Trail. A spur connecting to
Southland Drive in the Pineview development is
recommended. Southland Drive dead ends, making
it an easy connection point and potential trailhead
for the neighborhood.
Example of a trailhead with parking - Raleigh, NC
Example of a trailhead without parking, Raleigh, NC
photo courtesy of Google Maps
.74
Dead End at Southland Drive in Pineview - photo courtesy
of Google Maps
Bullock's Mini Storage & Flea Market on Pony Road
photo courtesy of Google Maps
Sewer Crossing at Business 64 (Mack Todd Road)
photo courtesy of Google Maps
Dead End at W. Horton Street
photo courtesy of Google Maps
Trail System 167

CORRIDOR 8
Corridor 7 -Trail
DESCRIPTION:
Approximately 2.0 miles
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20 0 10.0 20 40
80
(IN FEET )
1 inch = 40 ft.
Know what's below.
Call before you dig.
PVI STA:41+56.44
PVI ELEV:256.24 -
HIGH PT STA:41+43.47
HIGH PT ELEV:255.591
K:18.05
LVC:100.00
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Timber Guardrail with Chain
Link Fencing
1"x6' Ipe Rub Rail, Bottom
at 34" Above Finished
Boardwalk Decking Surface
Figure 8.3.3.A
EVCS: 42+06.44
EVCE: 254.49
-3.49%
PVI STA:42+59.23
PVI ELEV:252.65
LOW PT STA:42+60.97
LOW PT ELEV:253.492
K:14.83
LVC:100.00
GREENWAY TRAIL PROFILE
STA 41+00 TO 52+14
20' EASEMENT - 10' ASPHALT
PVI STA:44+00.00
PVI ELEV:257.23
HIGH PT STA:44+25.00
HIGH PT ELEV:257.388
K:19.07
LVC:50.00
BVCS: 43+75.00
BVCE: 256.42
/
EVCS: 44+25.00
100-YR FLOODPLAIN
BFE = 258.00'
N
GREENWAY SAFETY
FENCE MIN. 18' LONG
BOTH SIDES
15'LX12'W
CONCRETE
APPROACH
FLUSH W/ BRIDGE
DECKING
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12' MIN. INSIDE
WIDTH
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CONCRETE
APPROACH
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DECKING
10' BUI 'IN
SETBACK
LANDSCAPE BOULDERS
2' MIN. OFF EDGE OF ASPHALT
1 . 1
PET WASTE
7! ,
STATION (TYP.)
(1) BENCH (TYP.)
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FINISHED
CENTERLINE
GRADE
EXISTING
CENTERLINE
GRADE
\ y'
START
BOARDWALK
AT STA 48+65
15'LX12'W
CONCRETE
APPROACH
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100-YR FLOODPLAIN
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Approach
Figure 8.3.4.0
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Clear
245' OF BOARDWALK
12' MIN. INSIDE
WIDTH
BOA
12' WIDE
RDWALK
100-YR FLOODPLAIN
BFE = 258.80'
Edge of Concrete
Approach Flush with
Bridge Decking
Min.12Width
Concrete Approach
Edge of Greenway Trail Flush with
Concrete Bridge Approach
15'LX12'W
CONCRETE
APPROACH
FLUSH W/ BRIDGE
DECKING
TIMBER PILE EVERY 10'
DESIGN BY OTHERS
Composite
Safety Fencing.
(See Standard Detail G8),
Taper End Fence
Section Down
to Finish Grade.
Typical on Both
Sides of Bridges
or Boardwalk
Approach.
15° to 30°
END
BOARDWALK
AT STA
51+10
TRASH
RECEPTACLE
(TYP.)
CONNECT GREENWAY
TO SIDEWALK
RETRACTABLE BOLLARD
25-FT FROM START OF
DRIVEWAY APRON
W/ 4" THERMOPLASTIC
REFLECTIVE STRIPING
/ PVI STA:52+30.00
PVI ELEV:264.62
HIGH PT STA:52+55.00
PVI STA:51+55.11
PVI ELEV:262.00
LOW PT STA:51 +30.11
LOW PT ELEV:261.842
K 17.45
L4:50.00
BVCS:
BVCE: 261.84
-100-YR FLbODPLAIN
BFE = 258.80'
EVCS:
EVCE: 262.87
BVCS: 52+05
olo
IGH PT ELEV:264.814
K:18.42co
LVC:50.00
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BVCE: 263.74
EVCS: 52+55.00
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780
AINTAIN 12" MIN:
COVER
P-306
23' OF 12" RCP
INV. IN: 260.50'
INV. OUT: 260.00'
SLOPE: 2.19%
P-265
NOTES:
ALL STORM DRAINAGE CULVERT PIPES SHALL
BE CLASS III REINFORCED CONCRETE PIPE W/
12" MIN. COVER
REFER TO DETAIL SHEETS D-8 AND D-8A FOR
GREENWAY ITEMS
WATER AND SEWER PERMITS
The City of Raleigh consents to the connection and extension of the City's Public
Sewer System as shown on this plan. The material and Construction methods
used for this project shall conform to the standards and specifications of the
City's Public Utilities Handbook. City of Raleigh Public Utilities Department
Permit # W-3863.
The City of Raleigh consents to the connection and extension of the City's Public
Water System as shown on this plan. The material and Construction methods
used for this project shall conform to the standards and specifications of the
City's Public Utilities Handbook. City of Raleigh Public Utilities Department
Permit # S-4937.
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not
to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
Electronic Approval: This approval is being issued electronically. This approval is
valid only upon the signature of a City of Raleigh Review Officer below. The City
will retain a copy of the approved plans. Any work authorized by this approval
must proceed in accordance with the plans kept on file with the City. This
electronic approval may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
City of Raleigh Review Officer
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01/07/2022
DATE
REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
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a1
O
N
220
52+00 52+50 52+67.10
SHEET NO.

4INTON
NERSHIP
19786
D 0211817
/258
CULVERT 1
too
o a
-0
411 1 -
1,0 %
SOUTHWIND LAND CO. INC.
PIN 1795525142
REAL ESTATE ID 0248170
DB 17511/512
BM 1998/1721
itt'
H&K PARTNERSHIP
PIN 1795511912
REAL ESTATE ID 0233665
DB 6506/30
BM 1997 431
/
f/
IMPACT (SHEET C-12A)
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• °
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a
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•
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0
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j,,(4/
ff \Y)
WETLAND UTILITY IMPACT
(SHEET C-12F)
I) o 0 /
/ .((./(
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CULVERT 2 IMPACT (SHEET C-12B)
IMPACT 3
25o/
CULVERT 3 IMPACT (SHEET C-12C)
CITADEL GETHSEMANE MEMORIAL
PIN 1795639241
REAL ESTATE ID 0079469
DB 9959/817
BM 1979/425
0 i► it it u
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0-\
WETLAND AND STREAM IMPACT 29
JJr
LBERT L
—JR
NN
GRI " PIN 1795703906
REAL E
PINS1 BUFFER 2 GREENWAY IMPACT 7 & 8
T,
DB (SHEET C-12G)
nts
SILVER SPRINGS
HOUSING ASSOCIATION LLC
PIN 1795728646
REAL ESTATE ID 0186160
DB 8622/986
BM 1988/24
,261,1
�"i��itfhtt8
Ik\-4/Z-C
7/7
✓ ° 11 (\c ' REAL ESTATE ID08 0070902
DB 15760/449
BM 1959/301, LOT 4
GILBERT L. TODD, SR &
GLENN A. TODD
PIN 1795604391
REAL ESTATE ID 0093648
ESTATE BOOK 00-E-000808
BM 1959/301, PART OF LOT 3
GRAPHIC SCALE
75 0 37.5 75 150
—
300
( IN FEET )
1 inch = 150 ft.
IMPACT 7
INN
J
GWENDOLYN
TODD HOUSTON '
PIN 1795717011
REAL ESTATE ID
0347381
DB 12053/2690
MB 2006/1339
LOT 1
V
7/
(
D
LEGEND:
SF—
TP—
LD
Etlati
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
RIPRAP DISSIPATOR APRON
CLEARING LIMITS
DIVERSION DITCH
SILT FENCE OUTLET
STORM DRAINAGE PIPE
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 IMPACT
PERMANENT ZONE 2 IMPACT
GRADING & STORM LEGEND:
EXIST / PROPOSED
111111
SD
CURB INLET
■ DROP INLET
O JUNCTION BOX
FLARED END SECTION (FES)
LD/TP
TP
LD
100
98
100
LD/TP
TP
98
EXISTING STORM PIPE
PROPOSED STORM PIPE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
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REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
DRAWING ALTERATION
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ST ISSUE DATE
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DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
PROJECT NO.
19-0103
DRAWING NAME:
19-0103_ec.dwg
SHEET NO.
EXH-IMP
1

r
PHASE I - CONSTRUCTION
SEQUENCE:
1. PROVIDE TEMPORARY DIVERSIONS AROUND
PROPOSED UPSTREAM END WALL TO ALLOW
STREAM TO CONTINUE NATURAL FLOW
THROUGHOUT CONSTRUCTION.
2. INSTALL BYPASS PIPES/ PUMPS AS NEEDED TO
HANDLE BASE FLOW CONDITIONS.
3. INSTALL PROPOSED PIPE AS SHOWN.
4. CAST OR INSTALL PRECAST END WALL, INSTALL
AND EXTEND PIPE UP TO THE HEADWALL.
5. TAKE EXISTING PIPE OFFLINE BY DIVERTING
STREAM INTO PROPOSED PIPE.
6. BEGIN BACKFILL OF PIPE PER DETAILS AND
MANUFACTURERS REQUIREMENTS. DO NOT BACK
FILL WITH WASHED STONE.
DISCHARGE PIPE
PROVIDE DIVERSIONS AS CLOS
DURING INSTALLATION AND
DIVERSIONS SHALL DISCHARGE
TREATMENT I
PROVIDE TEMPORARY EA
LINER. CONTRACTOR SH
CONVEY BASE
CONTRACTOR
ACTIVATED AS
CREEK CROSSING - PHASE I
SOUTHLAND DR. CULVERT 1
SCALE: 1" = 20'
END EXISTING PAVEMENT
SOUTHLAND DR
PERMANENT
ZONE 1 BUFFER IMPACT
3160 SF
STREAM AND WETLAND IMPACTS
SOUTHLAND DR. CULVERT 1
SCALE: 1" = 20'
:V<7
/
CULVERTI - STREAM CROSSING G - WETLAND W4- IMP.ACT.1
IMPACTED AREA
PERMANENT
TEMPORARY(10`}
WETLAND (SF)
11E40
STREAM ( LF)
70
20
STREAM (SF)
343
127
ZONE 1 BUFFER (SF)
6216
ZONE 2 BUFFER (SF)
2692
IMPACT 1
./
'Di dj=iy��? �1► �y �7���
.fir 3�dr�z'%z��s-mac �� �c • ��►•
J
PHASE II - CONSTRUCTION
SEQUENCE:
1. CONTINUE FILL EFFORTS TO REACH THE DESIRED GRADES
ENSURING THAT ALL COMPACTION REQUIREMENTS ARE MET.
2. WHEN CONSTRUCTING FILL FOR EMBANKMENT AT CROSSING
PROVIDE ROLLED EROSION CONTROL MATTING TO TOP OF FILL
SLOPE AT THE END OF EACH DAY.
3. FOR DOWNSTREAM EMBANKMENT, PROVIDE TWO ROWS OF
SILT FENCE AS SHOWN WHEN BUILDING SLOPE. FOR
UPSTREAM EMBANKMENT, PROVIDE ONE ROW OF SILT FENCE
AS SHOWN.
/
/
CREEK CROSSING - PHASE II
SOUTHLAND DR. CULVERT 1
SCALE- 1" = 20'
4
"t4r
ffe/P
235
230
W/
225
220
215
CREEK CROSSING PROFILE
SOUTHLAND DR. CULVERT 1
SCALE. 1" = 20'
64 LF 72"X120" TYPE 1 BOX CONDUIT
OR DUAL 72" W/ NCDOT HEADWALL
1' HIGH BAFFLES AT 10' SPACING 0.C.
INV IN - 222.0
INV OUT - 221.5
MAINTAIN 18" MIN. VERTICAL
CLEARANCE BETWEEN WATER
RM DRAINAGE PIF
AN[
) STO
'ES
1
CULVERT 1
I
FINISF
NC. CUL\
GRADE
/ERT
r EX. GROUND
AT C/L PIPE
MAINTAIN 12" MIN. VERTICAL
CLEARANCEBETWEEN STOF3M
DRAINAGE AND
SANITARY SEWER PIPES (DIP)
WATERLINE
co
w
N
N
N
SANITARY SEWEF
LINE (DIP)
N
0
N
N
N
235
230
225
220
215
LEGEND:
SF—
TP—
LD
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
RIPRAP DISSIPATOR APRON
CLEARING LIMITS
DIVERSION DITCH
SILT FENCE OUTLET
STORM DRAINAGE PIPE
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 IMPACT
PERMANENT ZONE 2 IMPACT
GRAPHIC SCALE
10 0 5 10 20
40
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04/06/2022
04/06/2022
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DATE
REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
N-
LO
CO
N
N-
DRAWING ALTERATION
(-
PROJECT ENGINEER/ARCHITECT
AM ([e-mail])
PROJECT MANAGER
DAS([e-mail])
JA ([e-mail])
FIRST ISSUE DATE
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
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PROJECT NO.
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DRAWING NAME:
19-0103_ec.dwg
SHEET NO.
0+00
0+50
1+00
1+50 1+56.92
Know what's below.
CaII before you dig.
( IN FEET )
1 inch = 20 ft.
J
C-12A

PHASE I -
CONSTRUCTION
SEQUENCE:
1. PROVIDE TEMPORARY DIVERSIONS AROUND
PROPOSED UPSTREAM END WALL TO ALLOW
STREAM TO CONTINUE NATURAL FLOW
THROUGHOUT CONSTRUCTION.
2. INSTALL BYPASS PIPES/ PUMPS AS NEEDED TO
HANDLE BASE FLOW CONDITIONS.
3. INSTALL PROPOSED PIPE AS SHOWN.
4. CAST OR INSTALL PRECAST END WALL,
INSTALL AND EXTEND PIPE UP TO THE
HEADWALL.
5. TAKE EXISTING PIPE OFFLINE BY DIVERTING
STREAM INTO PROPOSED PIPE.
6. BEGIN BACKFILL OF PIPE PER DETAILS AND
MANUFACTURERS REQUIREMENTS. DO NOT
BACK FILL WITH WASHED STONE.
A'\W
4,
I
W
4,
9,
•
JLd$D
CREEK CROSSING - PHASE I
CULVERT 2 AZALEA DR.
\ J
dIJSL- LD `Jb� D
50' RIPARIAN BUFFER
SCALE: 1" = 20'
d.UJS LD
♦
50' RIPARIAN BUFFER
\"
WETLAND AREA
i y/1/
Iif( \
j11
69.60 L.F. - 3 " CIRCUkAR RCS
��D01NN 4 .58'
INV. UP 25 .t5'
IJJ r
1-1l 1 1
1
4'
4,
dS
4, 4 4,
4, 4, 4,
4, W
4, W
W
4'
4 4,
IMPACT 2B
CREEK CROSSING - STREAM I, BUFFER,
AND WETLAND W5 IMPACT
CULVERT 2 AZALEA DR.
PERMANENT
ZONE 2 BUFFER IMPACT
LOT FILL (DEEMED ALLOWABLE)
873 SF
*
WETLAND
♦
•
4
4,
TEMPORARY
STREAM IMPACT
10LF/11 SF
4' 9,
PERMANENT
ZONE 2 BUFFER IMPACT
LOT FILL (DEEMED ALLOWABLE)
1773 SF
RIPRAP PERMANENT
NO PERMANENT LOSS
73 SF
SCALE: 1" = 20'
PERMANE
ZO1JE 2 B
3632 SF
J
IMPACT 2
PERMANENT
ZONE 1 BUFFER IMPACT
3248 SF PERMANENT
WETLAND IMPACT
3549 SF
LIMITSF
4' W DIS'FTURBXCNCE
p50' RIPy,ARIAIBUFW
si, W5
,W 4'
�A 4, ,t 4,
CULVERT 2 - STREAM I CROSSING - WETLAND W5 IMPACT 2
IMPACTED AREA
PERMANENT
TEMPORARY (1[')
IMPACT 2A ROAD CROSSING
WETLAND (SF)
3549
0
STREAM I (LF)
22
10
STREAM (SF)
32
11
R I P RAP PERMANENT-N O P ERMAN ENT LOSS (SF)
73
ZONE 1 BUFFER ( SF)
3248
ZONE 2 BUFFER (SF)
3632
IMPACT 2B ZONE 2 BUFFER - LOT FILL (SF)
(DEEMED ALLOWABLE)
761
IMPACT 2C ZONE 2 BUFFER - LOT FILL (SF)
(DEEMED ALLOWABLE)
1856
PR VIDE GROUNDCOVER A
THEE END9OF EACH WdRK DAY
`4 '' ONCE AREA IS GRUBBED.
*
9 4, 4,
9\ 4,
PHASE II - CONSTRUCTION
SEQUENCE:
1. CONTINUE FILL EFFORTS TO REACH THE DESIRED GRADES
ENSURING THAT ALL COMPACTION REQUIREMENTS ARE MET.
2. WHEN CONSTRUCTING FILL FOR EMBANKMENT AT CROSSING
PROVIDE ROLLED EROSION CONTROL MATTING TO TOP OF FILL
SLOPE AT THE END OF EACH DAY.
3. FOR DOWNSTREAM EMBANKMENT, PROVIDE TWO ROWS OF
SILT FENCE AS SHOWN WHEN BUILDING SLOPE. FOR
UPSTREAM EMBANKMENT, PROVIDE ONE ROW OF SILT FENCE
AS SHOWN.
4, 4, 4,
z
o�\
STREA'M TOP
OF BANKS
CREEK CROSSING - PHASE II
CULVERT 2 AZALEA DR.
J1fdD dJJJSL
30' ZONE 1
RIPARIAN BUFFER
50' RIPARIAN BUFFER
•
l WI j
SCALE: 1" = 20'
30' ONE
RIPARIAN B.U11
BLIZE SLOITH ROLLED
ION CONTR©L-PRODUCTS
4, * 4, 4, 4,
*ALONG ENDI/OF HEADWALL OF PIPE, ON
EACH SICIE, SUCH TH4T ALL
,I,BYPASSING RUNOFF IS TREATED BY
THE gzILT FENCE CrUTLETS SHOWN.
4,
260
255
250
245
co
cd
CREEK CROSSING - PROFILE
CULVERT 2 AZALEA DR.
SCALE: 1" = 20'
MAINTAIN 18" MIN. VERTICAL
CLEARANCE BETWEEN WATER
AND STORM DRAINAGE PIPES
INV. DOWN 248.58'
INV. UP 250.35'
BAFFL S 8" HIGH AT 10' CENTERS
IPRAP PLUNGE POOL
CLASS B
10' L X 6' W X 22"TH
EXTEND WIDTH TO 12' AT
OUTLET.
TOP ELEVATION OF RIPRAP
NOT TO EXCEED
PRE-CONSTRCTION
ELEVATION OF STREAM BED
/
cd
0+00
0+50
1+00 1+50
260
255
250
245
1+87.10
LEGEND:
SF
TP
LD
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
RIPRAP DISSIPATOR APRON
CLEARING LIMITS
DIVERSION DITCH
SILT FENCE OUTLET
STORM DRAINAGE PIPE
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 IMPACT
PERMANENT ZONE 2 IMPACT
Know what's below.
Call before you dig.
GRAPHIC SCALE
40
1 inch = 20 ft.
DAS
DAS
DAS
o
Ca
04/06/2022
CV
CD
NI
Ln
01/07/2022
DATE
REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
ENGINEERING SERVICES
DRAWING ALTERATION
cu uozb' Liz'7' :z> uz j:L. L :co> -1
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(PROJECT ENGINEER/ARCHITECT
AM ([e-mail])
PROJECT MANAGER
LDAS([e-mail])
JA ([e-mail])
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
00
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PROJECT NO.
19-0103
DRAWING NAME:
SHEET NO.

PHASE I - CONSTRUCTION
SEQUENCE:
1. PROVIDE TEMPORARY DIVERSIONS AROUND
PROPOSED UPSTREAM END WALL TO ALLOW
STREAM TO CONTINUE NATURAL FLOW
THROUGHOUT CONSTRUCTION.
2. INSTALL BYPASS PIPES/ PUMPS AS NEEDED TO
HANDLE BASE FLOW CONDITIONS.
3. INSTALL PROPOSED PIPE AS SHOWN.
4. CAST OR INSTALL PRECAST END WALL, INSTALL
AND EXTEND PIPE UP TO THE HEADWALL.
5. TAKE EXISTING PIPE OFFLINE BY DIVERTING
STREAM INTO PROPOSED PIPE.
6. BEGIN BACKFILL OF PIPE PER DETAILS AND
MANUFACTURERS REQUIREMENTS. DO NOT BACK
FILL WITH WASHED STONE.
CREEK CROSSING - PHASE I
CULVERT 3 - AZALEA DR.
PROVIDE DIVERSION DITCHES AS CLOSE TO PIPE AS
POSSIBLE DURING INSTALLATION AND INITIAL FILL
ACTIVITIES. DIVERSIONS SHALL DISCHARGE AT COFFER
DAMS FOR TREATMENT IN THE STILLING BASIN. •
/ / ,51y
43Jas
dydS t.D
= �D
/ /J
r �
50' RIPARIAN BUFFER
PROVIDE TEMPORARY EARTHEN OR
SANDBAG COFFER DAM WITH
IMPERMEABLE LINER. CONTRACTOR
SHALL PROVIDE PUMP(S) AND LINE
SUFFICIENTLY SIZED TO CONVEY BASE
FLOWS OF STREAM. IF BASE FLOW IS
NOT SUBSTANTIAL, CONTRACTOR
SHALL MONITOR POOLED WATER TO
ENSURE PUMPS ARE ACTIVATED AS
NEEDED TO AVOID OVERTOPPING THE
TEMPORARY DAM.
(
/
1
3
I
SCALE: 1" = 20'
I
/
i
/
/
STILLING BASIN
/
7
\5, /
T yri
/
, /- -// /
DISCHARGE PIPE /
BAFFLES AT 10' CENTERS / / / /
INV. DOWN 244.5 /
INV. UP 245.1 / /
/ / �/
//i" I I i /
f% / /
\ /
I / /
7 / ! 7
SUCTION LINE /
/
PUMF /
rz,/
60 L.F. - 72" RCP WITH 1' HIGH
CONSTRUCT COFFER DAM WITH IMPERMEABLE
LINER JUST BEYOND END WALL TO dAPTURE FLOWS
THAT BYPASS UPSTREAM COFF R DAM, COME
FROM GROUND WATER OR C ME FROM RUNOFF
DURING RAIN EVENTS.rUNOFF CAPTURED BY
COFFER DAM SHALL B PUMPED INTO A STILLING
BASIN PER NCDOT STD 1630.06 AND RELEASED ON
DOWNSTREAM SIDE QF COFFER DAM.
/
II
Yl /
7
7
CREEK CROSSING - STREAM, BUFFER,
AND WETLAND IMPACT
CULVERT 3 - AZALEA DR.
LD
7
/
SCALE: 1" = 20'
IMPACT 3A
d11� LD ail ID
PERMANE
ZONE 2 BUFFER IMPAC
IMPACT 3A PERMANENT
ZONE 2 BUFFER IMPACT
LOT FILL (DEEMED ALLOWABLE)
3306 SF
BUILDING
SETBACK
ROADWA
2600 IS
dy dS
dll�LD
J
/
LIMITS
r DISTURBA CE
/
/ j / o\
PERMANENT
STREAM IMPioc
/ 50' RIPARIAN BUFFE / / '72\F\/ 430
/ ' \ TEMPORARY
/ STREAM IMCT
/ 10LF/47PApp / //
\ PERMANENT
I
30' ZONE1
RIPARIAN BUFFER
1
/ /
/
67i/N/
\J
1
20 ZONE- 2 / �3
1
/\ I
CULVERT 3 - STREAM G CROSSING - IMPACT 3
IMPACTED AREA
PERMANENT
TEMPORARY
STREAM (LF)
72
20
STREAM (SF)
430
125
ZONE 1 BUFFER (SF)
7779
ZONE 2 BUFFER (SF)
4552
IMPACT 3A ZONE 2 BUFFER - LOT FILL
(SF) (DEEMED ALLOWABLE)
160
IMPACT 3B - UTILITY CROSSING ZONE
1 BUFFER IMPACT (SF)
137
IMPACT 3B - UTILITY CROSSING ZONE
2 BUFFER IMPACT(SF) DEEMED
ALLOWABLE
786
IMPACT 3C- ZONE 2BUFFER - LOT FILL
(SF) DEEMED ALLOWABLE
183
ZONE 1 BUFFER IMPACT
ROADWAY - 3860 SF I
\4'411
W6 yl
V')d,s;
� I
7
1%
/
q\x„ j
v v I /
/ 4 4 _� - 1
IMPACT 3
ZONE 1 BUFFER [MPACT
137 SF
IMPACT/3B /
PERMANENT
ZONE 2 BUFFER IMP
30' ZONE1
7 RIPARIAN BUFFER
50' RIPARIAN BUFFER
//
SETBACK
CT
UTILITY 242 /
786 SF
IMPACT 3C
PERMANENT
ZONE 2 BUFFER IMPAC"(
LOT FILL DEEMED ALLOWABLE
183 SF
241
CONSTRUCTION
SEQUENCE:
1. CONTINUE FILL EFFORTS TO REACH THE
DESIRED GRADES ENSURING THAT ALL
COMPACTION REQUIREMENTS ARE MET.
2. WHEN CONSTRUCTING FILL FOR
EMBANKMENT AT CROSSING PROVIDE ROLLED
EROSION CONTROL MATTING TO TOP OF FILL
SLOPE AT THE END OF EACH DAY.
3. FOR DOWNSTREAM EMBANKMENT, PROVIDE
TWO ROWS OF SILT FENCE AS SHOWN WHEN
BUILDING SLOPE. FOR UPSTREAM
EMBANKMENT, PROVIDE ONE ROW OF SILT
FENCE AS SHOWN.
PROVIDE GROUNDCOVER AT
/ THE END OF EACH WORK DAY
ONCE AREA IS GRUBBED.
/
50' RIPARIAN BUFFE / E5A°S' SETNr°T\--/
/
(i 4
( / , 0,v,
20,2,
(J 1
1
1
30/ ZONE1
RIPARIAN BUFFW-
CREEK CROSSING - PHASE II
CULVERT 3 - AZALEA DR.
SEGMENTAL
BLOCK WALL
STABILIZE SLOPES WITH ROLLED
EROSION CONTROL PRODUCTS
14,
W;\"!
1a.\ ‘//
STRE‘IVI CENTERLINE
E/TEND SILT FENCE UP EMBANKMENT
\ ALONG END OF HEADWALL OF PIPE
SUCH THAT ALL BYPASSING RUNOFF IS
TREATED BY THE SILT FENCE OUTLETS
SHOWN.
TOP OF BANKS
HEADWALL
\ RIPARIAN BUFFER
7
21
260
255
250
245
240
CREEK CROSSING - PROFILE
CULVERT 3 - AZALEA DR.
FIN. GRADE
TOP OF PIPE
CONCRETE WINGWA
BAFFLES AT 10' CENTERS
INV. DOWN 244.5
INV. UP 245.1
EX. GROUND AT CL STREAM
—
MAINTAIN 12" MIN. VERTICAL
CLEARANCE BETWEEN STORM
DRAINAGE AND
SANITARY SEWER PIPES (DIP)
CULVERT 3
SANITARY SEWER
LINE (DIP)
\—MAINTAIN 18" MIN.
VERTICAL
CLEARANCE
BETWEEN WATER
AND STORM
DRAINAGE PIPES
1.6
CO
0+00
0+50
1+00
260
255
250
245
240
1+50 1+57.76
LEGEND:
SF
TP
LD
IN II I
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
RIPRAP DISSIPATOR APRON
CLEARING LIMITS
DIVERSION DITCH
SILT FENCE OUTLET
STORM DRAINAGE PIPE
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 IMPACT
PERMANENT ZONE 2 IMPACT
Know what's below.
Call before you dig.
GRAPHIC SCALE
40
1 inch = 20 ft.
DAS I
DAS
DAS
DAS
>-
co
04/06/2022
04/06/2022
02/25/2022
01/07/2022
DATE
REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
co
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0
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4C - W1 ROADWAY FILL (SF)
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4D - W1 LOT FILL (SF)
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144
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SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
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CLEARING LIMITS
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STORM DRAINAGE PIPE
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REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
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10
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01.47
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
RIPRAP DISSIPATOR APRON
CLEARING LIMITS
DIVERSION DITCH
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PERMANENT STREAM IMPACT
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PERMANENT ZONE 1 IMPACT
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REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
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LD
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SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
RIPRAP DISSIPATOR APRON
CLEARING LIMITS
DIVERSION DITCH
SILT FENCE OUTLET
STORM DRAINAGE PIPE
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 IMPACT
PERMANENT ZONE 2 IMPACT
PERMANENT
PERMANENT - NO
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IMPACTED AREA
BUFFER IMRACT(SF) DEEMED
ALLOWABLE
961
IMPACT 6A - UTILITY CROSSING ZONE
Z BUFFER IMPACT(SF) DEEMED
ALLOWABLE
700
811
Know what's below.
Call before you dig.
GRAPHIC SCALE
10 0 5 10 20
DAS
DAS
DAS
04/06/2022
EN
EN
CN
N
01/07/2022
DATE
REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
REVISIONS
ENGINEERING SERVICES
DRAWING ALTERATION
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320 Executive Court
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SILT FENCE
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LIMITS OF DISTURBANCE
PIPE INLET PROTECTION
RIPRAP DISSIPATOR APRON
CLEARING LIMITS
DIVERSION DITCH
SILT FENCE OUTLET
STORM DRAINAGE PIPE
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
PERMANENT ZONE 1 IMPACT
PERMANENT ZONE 2 IMPACT
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IMPACTED AREA
PERMANENT
TEMPORARY (10')
GREEENWAY (SF) IMPACT 7
6346
GREEENWAY (SF) IMPACT 8
2890
-
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01/07/2022
DATE
REVISED PER CITY OF RALEIGH REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 03/24/2022
REVISED PER WAKE COUNTY REVIEW COMMENTS 12/14/2022
REVISED PER TOWN OF ZEBULON REVIEW COMMENTS 11/12/2021
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C-12G

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
December 6, 2021 Ver 4.2
Please note: fields marked with a red asterisk - below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.gov/WaterResources/0/edoc/624704/PCN % 20Help % 20File % 202018-1-30.pdf
A. Processing Information
County (or Counties) where the project is located:*
Wake
Is this a NCDMS Project*
Yes No
Click Yes, only if NCDMS is the applicant or co -applicant.
Is this project a public transportation project?*
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
la. Type(s) of approval sought from the Corps: *
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization? *
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?*
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
Nationwide Permit (NWP) Number: 14 - Linear transportation
Nationwide Permit (NWP) Number: 18 - Minor Discharges
NWP Numbers (for multiple NWPS):
List all NW numbers you are applying for not on the drop down list.
Id. Type(s) of approval sought from the DWR:*
check all that apply
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
401 Water Quality Certification - Express
Riparian Buffer Authorization
For the record only for DWR 401 Certification: Yes No
For the record only for Corps Permit: Yes No
lf. Is this an after -the -fact permit application?*
Yes No

lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program.
Yes No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
Buffer SOA - Cadence Meadows.pdf
Neu -Con SOA - Blackbird - Cadence Meadows.pdf
FILE TYPE MUST BE PDF
lh. Is the project located in any of NC's twenty coastal counties?*
Yes No
1j. Is the project located in a designated trout watershed?*
Yes No
139.82KB
165.56KB
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
B. Applicant Information
la. Who is the Primary Contact?*
Camden Brunick
1b. Primary Contact Email:*
[e-mail]
Id. Who is applying for the permit?*
Owner
(Check all that apply)
1e. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed: *
PNC of NC, LLC
2b. Deed book and page no.:
DB: 008740 DP: 00996 and DB: 012709 DP: 00235
2c. Contact Person:
(for Corporations)
Govind Chandak
2d. Address*
Street Address
7930 Skyland Ridge Parkway, Suite 200
Address Line 2
City
Raleigh
Postal / Zip Code
27617-6815
2e. Telephone Number: *
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address: *
[e-mail]
2a. Name(s) on recorded deed: *
Govind Chandak
2b. Deed book and page no.:
DB: 008158 DP: 01032
2c. Contact Person:
(for Corporations)
lc. Primary Contact Phone:*
(xxx)xxx-xxxx
[phone]
Applicant (other than owner)
State / Province / Region
NC
Country
USA

2d. Address*
Street Address
P.O Box 99104
Address Line 2
City
Raleigh
Postal / Zip Code
27624-9104
2e. Telephone Number: *
(xxocxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address: *
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:*
Bryant Spencer
3b. Business Name:
(if applicable)
RHH Land Investors, LLC
3c. Address*
Street Address
2919 Breezewood Ave. Suite 100
Address Line 2
City
Fayetteville
Postal / Zip Code
[e-mail]
3d. Telephone Number: *
[phone]
(xxx)xxx-xxxx
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:*
Camden Brunick
4b. Business Name:
(if applicable)
Soil & Environmental Consultants, PA
4c. Address*
Street Address
8412 Falls of Neuse Road, Suite 104
Address Line 2
City
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:*
[phone]
(xxx)xxx-xxxx
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
State / Province / Region
NC
Country
USA
3e. Fax Number:
(xxx)xxx-xxxx
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
(xxx)xxx-xxxx
1. Project Information
.^J

1 a. Name of project: *
Cadence Meadows
1 b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town: *
Zebulon
2. Project Identification
2a. Property Identification Number:
(tax PIN or parcel ID)
1795511607, 1795616501 & 1794496945
2c. Project Address
Street Address
705 Pony Road
Address Line 2
City
Zebulon
Postal / Zip Code
27597
2d. Site coordinates in decimal degrees
2b. Property size:
(in acres)
+/- 166.80
State / Province / Region
NC
Country
USA
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on how the location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude: * Longitude: *
35.814724 -78.332385
ex: 34.208504 -77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Little River
3b. Water Resources Classification of nearest receiving water: *
WS-V;NSW
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.*
030202011503
River Basin Lookup
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Existing conditions onsite consists primarily of undisturbed forested land. Specifically, there are seven (7) wetland features (W1-W7), two (2) perennial streams (SB & SG), two (2)
intermittent streams (SI & SJ), and one (1) pond feature (Pond 1) located on the property. Please see attached wetland sketch map for locations of each feature. General land use in the
vicinity of the project consists of forested land with residential neighborhoods to the north and west. South and east of the property consists of rural single family homes with field areas and
some forested land. Pony Road bounds the northeast portion of the property.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 41.65 ac
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
Approximately 9,889 LF
4h. Explain the purpose of the proposed project: *
The purpose of the project is to construct a mixed use single-family and multi -family residential development.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The overall project consists of the construction of a mixed use single-family and multi -family residential development including but not limited to roadway infrastructure, residential lots,
utilities, SCMs, and greenway. Specifically, there are four (4) road crossings that impacts streams, wetlands and buffers, four (4) utility crossing that impacts streams, wetlands, and
buffers, one (1) wetland impact for lot fill, one (1) wetland impact for SCM fill, and four (4) greenway crossings that impact streams, wetlands, and/or buffers. Equipment typically used for
construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.

5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
Example: SAW-2017-99999
SAW-2021-00606
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Steven Ball
Soil & Environmental Consultants, PA
Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR.
NCDWR: Site visit and determination made by Erin Deck on April 27, 2021 (DWR RRO #21-063).
USAGE: Desktop determination made by Samantha Dailey on May 7, 2021.
6. Future Project Plans
6a. Is this a phased project?*
Yes No
6b. If yes, explain.
There are five (5) phases for construction shown within the plans.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This includes other
separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
It is my understanding that there are no intended future phases beyond the property boundaries shown. Therefore, no additional NWP, Regional General Permits, or IP are anticipated.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
Streams -tributaries
Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland".
Buffers
2a. Site #* (?)
2a1 Reason * (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name*
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Impact 1A
Road Crossing
P
Bottomland Hardwood Forest
W4
Yes
Both
0.272
(acres)
Impact 2A
Road Crossing
P
Bottomland Hardwood Forest
W6
Yes
Both
0.082
(acres)
Impact 4A
SCM Fill
P
Headwater Forest
W1
Yes
Both
0.020
(acres)
Impact 4B
Utility Crossing
(Permanent -No
Permanent Loss)
P
Headwater Forest
W1
Yes
Both
0.007
(acres)
Impact 4C
Road Crossing
P
Headwater Forest
W1
Yes
Both
0.006
(acres)
Impact 4D
Lot Fill
P
Headwater Forest
W1
Yes
Both
0.010
(acres)
Impact 4E
Greenway Crossing
P
Headwater Forest
W1
Yes
Both
0.003
(acres)
Impact 6
Utility Crossing
(Permanent -No
Permanent Loss)
P
Bottomland Hardwood Forest
W6
Yes
Both
0.086
(acres)

2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.486
2g. Total Wetland Impact
0.486
2i. Comments:
Total permanent wetland impacts = 17,052 SF (0.39 acres); total permanent -no permanent wetland impacts = 4,023 SF (0.09 acres)
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Reason for impact* (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Impact 1A - Road Crossing -
Culvert
Permanent
Culvert
Stream G
Perennial
Both
5
Average (feet)
70
(linear feet)
S2
Impact 1A - Road Crossing -
Temporary Construction
Access
Temporary
Other
Stream G
Perennial
Both
6
Average (feet)
20
(linear feet)
S3
Impact 2A - Road Crossing
Permanent
Culvert
Stream I
Intermittent
Both
2
Average (feet)
22
(linear feet)
S4
Impact 2A - Road Crossing -
RipRap (Permanent -No
Permanent Loss)
Permanent
Other
Stream I
Intermittent
Both
7
Average (feet)
10
(linear feet)
S5
Impact 2A - Road Crossing -
Temporary Construction
Access
Temporary
Other
Stream I
Intermittent
Both
1
Average (feet)
10
(linear feet)
S6
Impact 3 - Road Crossing
Permanent
Culvert
Stream G
Perennial
Both
6
Average (feet)
72
(linear feet)
S7
Impact 3 - Road Crossing -
Temporary Construction
Access
Temporary
Other
Stream G
Perennial
Both
6
Average (feet)
20
(linear feet)
S8
Impact 5A - Utility Crossing
Temporary
Other
Stream I
Intermittent
Both
4
Average (feet)
34
(linear feet)
S9
Impact 5B - Greenway
Crossing
Temporary
Other
Stream I
Intermittent
Both
3
Average (feet)
10
(linear feet)
* All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
174
3i. Total temporary stream impacts:
94
3i. Total stream and ditch impacts:
268
3j. Comments:
Total permanent stream impacts = 164 LF (805 SF/0.018 acres); total permanent -no permanent stream impacts = 10 LF (73 SF/0.001 acres), total
temporary stream impacts = 94 LF (428 SF/0.009 acres)
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below.
6a. Project is in which protect basin(s)? *
Check all that apply.
Neuse Tar -Pamlico
Catawba Randleman
Goose Creek Jordan Lake
Other
Impact Type* (')
6c. Per or Temp* (')
6d. Stream name*
16e. Buffer mitigation required?*
6f. Zone 1 impact*
6g. Zone 2 impact*

Impact 1 - Road Crossing
P
Stream G
No
6,216
(square feet)
2,692
(square feet)
Impact 2 - Road Crossing
P
Stream I
No
3,247
(square feet)
3,631
(square feet)
Impact 3 - Road Crossing
P
Stream G
No
7,779
(square feet)
4,552
(square feet)
Impact 3B - Utility Crossing
P
Stream G
Yes
137
(square feet)
786
(square feet)
Impact 7 - Greenway Crossing
P
Stream B
No
0
(square feet)
5,946
(square feet)
Impact 8 - Greenway Crossing
P
Stream B
No
0
(square feet)
2,236
(square feet)
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
Zone 1
0.00
Zone 1
Zone 2
0.00
Zone 2
17,379.00 19,843.00
Zone 1 Zone 2
17,379.00 19,843.00
6i. Comments:
It should be noted that impacts 2B, 2C, 3A, Zone 2 of 3B, 3C, & 6 are all considered "deemed allowable" per the Neuse River Buffer rules. These
impacts are still shown on the impact sheets but not included within the impact table above.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
S&EC completed and wetland and stream delineation for the entire property in order to identify natural resources so that impacts could be avoided and
minimized to the maximum extent practicable. Impact area 1 is proposed permanent stream, wetland, and buffer impacts as well as temporary stream
impacts for a road crossing. This crossing is necessary to connect to the existing development located west of the stream. The crossing will be
perpendicular to the stream and wetland and utilize headwalls at the ends of the culvert. A temporary diversion pump, coffer dams, dewatering pump,
and discharge hose will be utilized during construction to divert stream flows and minimize the release of sediments during construction activities.
Compensatory mitigation at a 2:1 ratio is proposed to offset permanent wetland losses. Impact 2A is proposed permanent wetland, permanent and
temporary stream impacts, and permanent buffer impacts for a road crossing. This road crossing is necessary to connect the northern portion of the
development with the rest of the development. The crossing will occur perpendicular to the stream and wetlands and utilize head walls to minimize
impacts to the maximum extent practicable. A riprap dissipator that will be utilized to reduce flow velocities and minimize stream degradation. A
temporary diversion pump, coffer dams, dewatering pump, and discharge hose will be utilized during construction to divert stream flows and minimize
the release of sediments during construction activities. Compensatory mitigation at a 2:1 ratio is proposed to offset permanent wetland losses. Impact
area 3 is proposed permanent and temporary stream and permanent buffer impacts for a road crossing. The road crossing is necessary to provide
access to lots 243 — 243 and provide interconnectivity to the existing development to the north. The road crossing will occur perpendicular with the
stream and headwalls/end walls will be utilized to minimize stream impacts to the maximum extent practicable. A temporary diversion pump, coffer
dams, dewatering pump, and discharge hose will be utilized during construction to divert stream flows and minimize the release of sediments during
construction activities. Impact 3B is proposed permanent Zone 1 buffer impacts for a utility crossing. The utility crossing has been strategically placed to
avoid most buffer impacts for the adjacent stream. A small portion of Zone 1 will be impacted as the utility will need to connect to the manhole at the
road. Compensatory mitigation at a 3:1 ratio is proposed to offset permanent Zone 1 buffer impacts. Impact area 4A is proposed permanent wetland
impact for SCM fill (dry detention pond). The location of the SCM was chosen based on the surrounding topography of the northeastern portion of the
development. Stormwater from the adjacent roadway/lots will flow to the SCM and be treated before exiting via spillway to the adjacent stream that feeds
into Pond 1. Compensatory mitigation at a 2:1 ratio is proposed to offset permanent wetland losses. Impact area 4B is proposed permanent -no
permanent loss wetland impact for a utility crossing. The crossing has been placed between the adjacent pond and proposed SCM and will cross the
wetland at a perpendicular angle to minimize wetland impacts to the maximum extent practicable. Compensatory mitigation at a 1:1 ratio is proposed to
offset permanent -no permanent wetland impacts. Impact area 4C is proposed permanent wetland impacts for a road crossing. This crossing is
necessary to provide access to the adjacent lots. The crossing will be perpendicular to the wetland and is proposing compensatory mitigation at a 2:1
ratio to offset permanent wetland impacts. Impact area 4D is proposed permanent wetland impacts for lot fill. This wetland fill is occurring at the top of
the wetland drainage. Compensatory mitigation at a 2:1 ratio is proposed to offset permanent wetland losses. Impact area 4E is proposed permanent
wetland impacts for a greenway crossing. This crossing will occur perpendicular to the wetland and will be in the proposed utility easement to minimize
impacts to the maximum extent practicable. Compensatory mitigation at a 2:1 ratio is proposed to offset permanent wetland losses. Impact area 5A is
proposed temporary stream impacts for a utility crossing. The utility crossing will occur perpendicular to the stream to minimize impacts to the maximum
extent practicable. Impact area 5B is proposed temporary stream impacts for a greenway crossing. This crossing will occur perpendicular to the stream
and be constructed via boardwalk to avoid permanent stream impacts. Impact area 6 is proposed permanent -no permanent wetland impacts for a utility
crossing. The crossing will occur perpendicular to the adjacent stream and is necessary to connect to the existing sanitary sewer manhole located just to
the east of the stream that bounds the property. Compensatory mitigation at a 1:1 ratio is proposed to offset permanent -no permanent wetland impacts.
Impact area 7 is proposed permanent Zone 2 buffer impacts for a greenway crossing. The greenway was strategically placed between the adjacent lots
and stream to avoid all Zone 1 buffer impacts. Impact area 8 is proposed permanent Zone 2 buffer impacts for a greenway crossing. The greenway was
strategically placed between the adjacent lots and stream to avoid all Zone 1 buffer impacts.

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: *
The erosion control plans show pump around details for the culvert stream crossings. Silt basins have been designed to be placed at key locations
around the site. At the bottom of the silt basins, additional silt fence has been provided to eliminate offsite erosion as much as possible.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
EBX - Neuse I, LLC -Blackbird Site (wetlands) & EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella
Mitigation Bank (buffer)
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.88 acres
Riparian buffer 411 SF
3c. Comments
S&EC reached out to four (4) banks within our project HUC 03020201 (Neuse) for available wetland and buffer credits. One (1) bank had all the credits
needed, RES. Permanent wetland impacts 17,052 SF @ 2:1 ratio = 34,104 SF/43,560 = 0.78 acres; permanent -no permanent wetland impacts = 4,023
SF @ 1:1 ratio = 4,023 SF/43,560 = 0.09 acres. Total wetland mitigation = 0.78 acres + 0.09 acres = 0.87 acres.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation calculate the amount of mitigation required in the table below.
6c. Reason for impact
6d. Total impact (square
feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
Utility Crossing (Parallel)
137
3
411
Zone 2
6f. Total buffer mitigation required
411
0
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
Yes No
6j. Comments:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
0
*** Recent changes to the stormwater rules have required updates to this section ..***
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
- Yes No
1 b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a state implemented riparian buffer protection program,
include a plan that fully documents how diffuse flow will be maintained.
All Stormwater Control Measures (SCM)s must be designed in accordance with the NC Stormwater Design Manual. Associated supplement forms and other documentation shall be
provided.

What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
(check all that apply)
For a list of options to meet the diffuse flow requirements, click here.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
Yes No
To look up low density requirement click here 15A NCAC 02H .1003(2).
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?*
Yes No
N/A - project disturbs < 1 acre
Hint: projects that have vested rights, exemptions, or grandfathering from state or locally implemented stormwater programs or projects that satisfy state or locally -implemented stormwater programs through use of community in -lieu programs should answer
no to this question.
2d. Which of the following stormwater management program(s) apply (check all that apply): *
Local Government State
If you have a local government approval please include the SMP on their overall impact map.
Local Government Stormwater Programs*
Phase II NSW
USMP Water Supply
Please identify which local government stormwater program you are using.*
Wake County
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural and
silvicultural operations. The Cadence Meadows project is a residential development. Additionally, the project is located within the town of Zebulon ETJ,
therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Neuse
River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition Best
Management Practices may be required that control nitrogen if diffuse flow cannot be achieved; 2) the Phase II NPDES Stormwater Permit Program, this
program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction stormwater
management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A

4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
The City of Raleigh provides utility service to the Town of Zebulon. There is an existing pumping station at the roadway connection to Southland Drive
that has the capacity to serve the project.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved? *
Yes
5e. Is this a DOT project located within Division's 1-8?*
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?*
Yes No
5g. Does this project involve bridge maintenance or removal?*
Yes No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Does this project involve the construction/installation of a wind turbine(s)?**
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? *
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
S&EC completed a Threatened & Endangered Species Report, to include a Self -Certification letter through the US Fish & Wildlife Service (USFWS), a
query through the NC Natural Heritage Program database, and an official Species List through the iPac. S&EC is in the process of finalizing the report
for the client for review and will be sent to FWS for comment.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust
designation or properties significant in North Carolina history and archaeology)?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on November 20, 2021, no historic listings or study list
entries or determined eligible listings were identified within the property boundaries. Additionally, no structures exist within the property boundaries.
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
• Yes No
8b. If yes, explain how project meets FEMA requirements:
The installation of roadway fill will meet the FEMA requirements to less than 1' rise in the flood plain area.
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer.
Miscellaneous

Comments
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
PCN Attachments_Cadence Meadows.pdf 21.48MB
File must be PDF or KMZ
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:*
Camden Brunick
Signature *
Date
2/17/2022