SAW-2020-01859_NWP.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01859 County:Wake U.S.G.S. Quad: NC-Knightdale
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Ellis Developments Group
Jason Pfister
Address: 6801 Falls of Neuse Road,Suite 108
Raleigh,NC 27615
Telephone Number: [phone]
E-mail: jason(a ellisdevgroup.com
Size(acres) 60.82 Nearest Town Knightdale
Nearest Waterway Marks Creek(Lake Myra) River Basin Neuse
USGS HUC 030202011102 Coordinates Latitude: 35.836233
Longitude: -78.452822
Location description: The project location is at a unaddressed Wake County Parcel number 1765295445.The parcel is located
approximately 500 feet north of the Horton Road and Marks Creek Road intersection.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.065 acre of
wetland waters and the temporary discharge of fill material into 0.002 acre of wetland water.Additionally,this verification
authorizes the permanent discharge of fill material into 251 linear feet(0.106 acre)of stream,of this 66 linear feet(0.086 acre
is not considered a loss of waters,and the temporary discharge of fill material into 12 linear feet(0.001 acre)of stream.
Applicable Law(s): ❑X Section 404(Clean Water Act,33 USC 1344)
[:]Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Nationwide Permit 29: Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions,your application signed and dated 9/1/2023,and the enclosed plans E-3 Through E-9 dated 8/9/2023.Any violation
of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,a restoration
order,a Class I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit,activities which have commenced(i.e.,are under construction)or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration,modification or revocation,unless discretionary authority has been
exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(LAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program,please contact Matthew K.Martin at(984)800-3741or Matthew.K.Martin(&usace.army.mil.
Corps Regulatory Official: �— Date: 10/30/2023
Expiration Date of Verification: 3/15/2026

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/Pp=l 36:4:0
Copy furnished:
Agent: Soil&Environmental Consultants, PA(S&EC)
Bob Zarzecki
Address: 8412 Falls of Neuse Road
Raleigh,NC 27615
Telephone Number: [phone]
E-mail: Warzeckinu,sandec.com
Agency: North Carolina Department of Environmental Quality:Division of Water Resources
Zach Thomas
Address: 1628 Mail Service Center
Raleigh,NC 27699
Telephone Number: [phone]
E-mail: zachary.thomas(&deg.nc.eov

SAW-2020-01859
SPECIAL CONDITIONS
1. Suitable habitat for tricolored bat (Perimyotis subflavus)may be present at the site. On September 14, 2022,
the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the
Endangered Species Act(ESA). The permittee understands and agrees that all work associated with the clearing
and removal of trees and removal or modification of culverts must be completed prior to the effective date of
the final listing of this species in the Federal Register. Work associated with the aforementioned activities not
completed by that time must cease and the permittee must contact Matthew Martin of the Corps at (984) 800-
3741 or [e-mail] to determine if additional coordination with the United States Fish
and Wildlife Service is required under Section 7 of the Endangered Species Act prior to continuing work.

PROGRESS PLOT DATE: 08/09/2023
WAYNE L.HARPER \ I
EUGENE J.HARPER STREAM STREAM F LANCE CHRISTOPHER NEMERGUT INVENTORY OF PROJECT WETLAND IMPACTS
DB 6075,PG.504 POND 2 BRANDY YVETTE NEMERGUT
BM 1994,PG.444 STREAM C — DB 17127,PG.2015 J TYPE OF IMPACT FEATURE DESCRIPTION AREA AREA LENGTH MAP
/ TAX PIN: 1766215435 / \ \�— — LOT 14-BM 1988,PG.369 IMPACTED OF IMPACT (SF) (AC) (LF) LOCATION
ZONING:-30 TAX PIN:1766302525 _
/ ZONING: R-30 STREAM C RCP CULVERT 510 0.0117 102 1
1— wTL° I PERMANENT IMPACTS
/ 43 JESSE B.TUCKER _ _ STREAM E RCP CULVERT 338 0.0078 83 3
LAURIE M.TUCKER TOTAL PERMANENT
g d 1 DB 12382,PG.735 848 0.0195 185
STREAM B LOT 9-BM 1988,PG.369 IMPACTS
SILT FENCE
�� \/ o o / � � '(� TAX PIN:1766301245 WETLAND W1 ROADWAY 2,665 0.0612 - 2
OUTLET(TYP.)- 2 II �„ / /r II l I ZONING: R-30 PERMANENT IMPACTS
15 / / WETLAND W5 ROADWAY 140 0.0032 - 3
\ WETLAND W4 a o / /\ L PERMANENT
41 \ f 146 / ;/ AREA 3 TOTA IMPACTS 2,805 0.0644 -
TRIANGLE^�l �O A
-� )/ t ! KEVIN E.MCNAIL STREAM C RIP-RAP 864 0.0198 52 1
1
LAND I� ��/ �•r•' I �_ \ 2 _ CHEYENNE F.MCNAIL- PERMANENT-NO DB 9627,P /12'47 LOSS IMPACTS STREAM E RIP-RAP 288 0.0066 14 3
CONSERVANCY � /� � \�no -_�-�-�wr� I /
DB 6434,PG. I r \ � - /'VELL#3 ��o I LOT 8-B 1 8�,P,G.169
�. / TAX P 1) 6361048� WETLAND W1 RIP-RAP 41 0.0009 2
514 w? i = WE`D �r _STREAM E ZOO fNd R`\� TOTAL PERMANENT-
BM 1994,PG. A / �A \ 1,193 0.0274 66
804 \ j i _- _ _ �1 \ �l NO LOSS IMPACTS
TAX PIN: ,STREAM C � =LL/ i —
1766100478 STREET B'_TTA
DIANA RO STREAM C DEWATERING 27 0.0006 6 1
�� WETLAND W5 ' ' U FIN TO
ZONING: ���_- /4 FIRST SOUTHB 4W5,PG. 2 STREAM E DEWATERING 21 0.0005 6 3
R-30 01 17 39 385 TEMPORARY IMPACTS
, J PROPERTIES,LLCp �hIG: I R_ WETLAND W1 DEWATERING 24 0.0009 2
_ STREET VI DB 11630,PG.1445
T _ TAX PIN: 1766392558 � � / WETLAND W5 DEWATERING 58 0.0013 3
WETLAND W3� ^ :•�:•••.•: J �I
I ZONING: RMH / / TOTAL TEMPORARY
/ 130 0.0034 12
IMPACTS
STREAM G '� SILT FENCE/LIMITS OF
�� j. / } I DISTURBANCE(TYP.) —
AREA 1 I�• .;� IJ�J � �� _ INVENTORY OF PROJECT BUFFER IMPACTS
J _ / FEATURE DESCRIPTION AREA AREA
TYPE OF IMPACT MAP LOCATION
WETLAND W2 o IMPACTED OF IMPACT (SF) (AC)
= � POND 1 I{ i/ \ 1 / ZONE 1 BUFFER ROADWAY 6,964 0.1599 1
MIZE FAMILY, LLC — J N PERMANENT IMPACT
DB 11625, PG.2449 STREAM A ' �� /� PROPERTY BOUNDARY / �Q ZONE 2 BUFFER ROADWAY 3,640 0.0836 1
BM 2003,PG.2235
TAX PIN: 1765194178 TOTAL PERMANENT
10,604 0.2434
ZONING: HC \ \ —s r< — /,`V IMPACTS
TEMPORARY IMPACT ZONE 1 BUFFER DEWATERING 148 0.0034 1
AREA 2 >°`° STREET 'A' �g TOTA TEEMPO
RARY
148 0.0034
S
� Al WETLAND W1 �Q
LEGEND:
EXISTING ADJOINER PROPERTY LINE LD LIMITS OF DISTURBANCE ZONE 2 BUFFER
/
EDNA PHILLIPS COZART ROADWAY CENTER LINE d1bb ZONE 1 BUFFER
GRAPHIC SCALE WILLIAM DAVID COZART l
°° ° 150 '°° 6°0 1200 ESTATE FILE-1258-000E PROPOSED LOT LINE
TAX PIN: 1765270347 \ / o PROPOSED STORM DRAIN LINE ROADWAY IMPACT
IN FEET ZONING: R-30 \ — SFiLD —SILT FENCE\LIMITS OF DISTURBANCE �TLq
( ) \ f 'WTL WETLAND
I inch = 300 It,
3705 MARKS CREEK RD
KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P E-3
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 OVERALL IMPACT MAP 03 OF 09
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] SCALE: HORZ: 1° = 300'

PROGRESS PLOT DATE: 08/09/2023
LEGEND:
+ // +/ EXISTING ADJOINER PROPERTY LINE/STREAM ROADWAY CENTER LINE
/ PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
/ — SF/LD — SILT FENCE\LIMITS OF DISTURBANCE
/ \ i
/ �D LIMITS OF DISTURBANCE
Co
TEMPORARYIMPACT
ZONE 1 BUFFER
/ 3 SF ZONE 1 BUFFER
/ 22 SF;5 LF STREAM STREAM C
� — /ji ` � ZONE 2 BUFFER
ROADWAY IMPACT
/ STREET V \�� j// T'wTLb� WETLAND
GRAPHIC SCALE DEWATERING STEPS:
LIMITS OF DISTURBANCE / / / 50 ° 25 50 im z°° 1. CONSTRUCT PIPING AND DEWATERING PUMP SYSTEM
I r \ \ \\ (TYP) / L DIVERTING FLOW AWAY THROUGH PROPOSED CULVERT.
( IN FEET )
2. CONSTRUCT PROPOSE PIPE CULVERT AND INLET/OUTLET
IMPROVEMENTS.
INV IN:325.31 / 3. REMOVE DEWATERING PUMP AND TEMPORARY PIPING,
ROADWAY IMPACT INV IN:325.31 DIVERTING FLOW THROUGH PROPOSED CULVERT.
6,964 SF ZONE 1 BUFFER PIPE-02 PIPING FOR PUMP FOR 4. COMPLETE ROADWAY.
3,640 SF ZONE 2 BUFFER �9 72"RCP DEWATERING AND DIVERSION FOR
510 SF; 102 LF STREAM INSTALLATION OF THE CULVERT.
(1 WEEK CONSTRUCTION) INVENTORY OF PROJECT IMPACTS
PIPE-03
PUMP WITH A
72"RCP TYPE OF IMPACT FEATURE DESCRIPTION OF AREA AREA LENGTH MAP
IMPACTED IMPACT (SF) (AC) (LF) LOCATION
DEWATERING DEVICE
INV OUT:324.48��/ SILT FENCE/LIMITS OF STREAM C RCP CULVERT 510 0.0117 102 1
48'LONG X 18'WIDE X 22"DEEP A ��,
W/13"STONE DIAMETER INV OUT:324.48 / DISTURBANCE(TYP.) PERMANENT IMPACTS BUOFFER ROADWAY 6,964 0.1599 - 1
RIP-RAP PAD i�� / I ZONE 2
SILT FENCE OUTLET(TYP.)PERMANENT-NO LOSS IMPACT v \ / i BUFFER ROADWAY 3,640 0.0836 1
864 SF;52 LF STREAM(RIPRAP) '''9 TOTAL PERMANENT 11,114 0.2551 102
TEMPORARY IMPACT �C„ 3^�M I I IMPACTS
j 145 SF ZONE 1 BUFFER PERMANENT-NO LOSS STREAM C RIP-RAP 864 0.0198 52 1
5 SF; 1 LF STREAM — 340 /� �I IMPACTS
��- o I TOTAL PERMANENT-
STREAM C +l= � 4 I I +I 1 \Co NO LOSS IMPACTS 864 0.0198 52
/� +/ 3p2 TEMPORARY IMPACTS STREAM C DEWATERING 27 0.0006 6 1
STREAM A \� //+ / II + �\ BUOFFER DEWATERING 148 0.0034 - 1
+/ TOTAL TEMPORARY
175 0.0040 6
\ \ \\ \ I \ IMPACTS
PLAN VIEW - MAP LOCATION AREA 1
HORIZONTAL: 1"=50'
3705 MARKS CREEK RD
KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P E-4
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 MAP LOCATION AREA 1 04 OF 09
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] SCALE: HORZ: 1° = 50'

PROGRESS PLOT DATE: 08/09/2023
345 345
PROPOSED GRADE
340 340
AREA OF FILL
PROPOSED HEADWALL
335 335
330 330
EXISTING GRADE
48'LONG X 18'WIDE X 22"DEEP
W/13"STONE DIAMETER
/ I \ RIP RAP PAD
325 14.0"" 325
EMBEDMENT
BOTTOM OF STREA 14.0"
EMBEDMENT
70 LF 72"RCP @ 1.18%
320 320
Lf� U �00 co
7 Lq Iq
CD 0
N M N
(y) cM M
9+00 9+50 10+00 10+50 11+00 11+50 12+00
PROFILE VIEW PIPE-02 & PIPE-03 - MAP LOCATION
AREA 1 - CULVERT PROFILE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
STRONGROCK 3705 MARKS CREEK RD
KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P MAP LOCATION AREA 1 - E-5
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 CULVERT PROFILE 05 OF 09
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] SCALE: HORZ: 1° = 50'

PROGRESS PLOT DATE: 08/09/2023
LEGEND:
EXISTING ADJOINER PROPERTY LINE
ROADWAY CENTER LINE
POND 1 � I -+' I � _ ��r � � - - - PROPOSED LOT LINE
36� SILT FENCE/LIMITS OF \ \ o PROPOSED STORM DRAIN LINE
DISTURBANCE(TYP.) \ \ — SFiLD — SILT FENCE\LIMITS OF DISTURBANCE
STREET V \
ZONE 1 BUFFER
\�\ \o\+ 1 �\ SILT FENCE OUTLET( YP. \ \ ZONE 2 BUFFER
ROADWAY IMPACT
PERMANENT-NO LOSS IMPACTS
"r rL WETLAND
41 SF WETLAND W1 \ wT
ROADWAY IMPACT INVENTORY OF PROJECT IMPACTS
2,665 SF WETLAND W1
TEMPORARY IMPACTS \ _ DESCRIPTION AREA AREA LENGTH MAP
+ + 24 SF WETLAND W1 \ \ \- _ o�� TYPE OF IMPACT FEATURE IMPACTED OF IMPACT (SF) (AC) (LF) LOCATION
+ _ 9'LONG X 4.5'WIDE X 5"DEEP /LD ^ ��o� \ PERMANENT IMPACTS WETLAND W1 ROADWAY 2,665 0.0612 2
RIP RAP PAD
-+ + ` _ _ wrL \ ��o TOTA MPACTSNENT 2,665 0.0612 -
sl
PERMANENT-NO LOSS
S IMPACTS WETLAND W1 RIP-RAP 41 0.0009 - 2
- _ \ INV OUT:354.64— 9
D - PIPE-04
359 �� 18"CIASS IV RCP �� I TOTAL PERMANENT- 41 0.0009 -
\ 360 \ J 1_ STREET �A NO LOSS IMPACTS
TEMPORARY IMPACTS WETLAND W1 DEWATERING 24 0.0006 2
TOTAL TEMPORARY
INV IN:356.42
O) / I I IMPACTS 24 0.0006 -
J
IL� -365 \+ \ WETLAND W
-I
100.00'
/ POWER EASEMENT \ \\ /
+ o + � �I \ �� �� �
GRAPHIC SCALE
PLAN VIEW - MAP LOCATION AREA 2 50 z5 5° °° °°
HORIZONTAL: 1"=50' ( IN FEET )
I inch = 50 ft.
STRONGROCK 3705 MARKS CREEK RD
KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P E-6
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 MAP LOCATION AREA 2 06 OF 09
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, INC 27615
[e-mail] SCALE: HORZ: 1° = 50'

PROGRESS PLOT DATE: 08/09/2023
365 365
AREA OF FILL
PROPOSED HEADWALL ROPOSED GRADE
360 360
T-T-
355 XISTING GRADE _ 355
83 LF 18"CIASS IV RCP @ 2.15I
9'LONG X 4.5'WIDE X 5"DEE
RIP RAP PAD
350 350
345 345
� co C)
Lo Lo m
(h co co
9+50 10+00 10+50 11+00 11+50
PROFILE VIEW PIPE-04 - MAP LOCATION AREA 2 -
CULVERT PROFILE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
STRONGROCK 3705 MARKS CREEK RD
KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P MAP LOCATION AREA 2 - E-7
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 CULVERT PROFILE 07 OF 09
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] SCALE: HORZ 1" = 50'; VERT 1" = 5'

PROGRESS PLOT DATE: 08/09/2023
LEGEND:
EXISTING ADJOINER PROPERTY LINE
\ \ \ \ 4:1- co — �- ROADWAY CENTER LINE
\ \ \ \ I \ 60 \ PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
SF/LD — SILT FENCE\LIMITS OF DISTURBANCE
PUMP WITH A i
DEWATERING DEVICE \ ZONE 1 BUFFER
31 \ \ -n _ ZONE 2 BUFFER
\ I \ \
PERMANENT-NO LOSS IMPACT ROADWAY IMPACT
� Lq
288 SF; 14 LF STREAM(RIPRAP) \ \ 26 — _ T� WETLAND
WT�
SILT FENCE/LIMITS OF _
WETLAND W5 Q DISTURBANCE(TYP.)
_3T _ \ GRAPHIC SCALE
STREAM E 50 0 25 50 I00 200
_ — — — — _ RETAINING WALL IN FEET )
\ _ \ j10 PIPE-01 j _ - t inch = 50 ft.
3:1 INV IN:339.82 ==W 48"RCP INVENTORY OF PROJECT IMPACTS
— 340-- // ' LIMITS OF DISTURBANCE — -
—340 j /(TYP.) ` FEATURE DESCRIPTION OF AREA AREA LENGTH MAP
��1M ��� t/; (�rOp / _ / \y���✓ —% TYPE OF IMPACT IMPACTED IMPACT (SF) (AC) (LF) LOCATION
TEMPORARY IMPACT INV OUT:339.41 \� I STREAM E RCP CULVERT 338 0.0078 83 3
OIL 58 SF WETLAND W — _ PERMANENT IMPACTS
— _ WETLAND W5 ROADWAY 140 0.0032 3
� I � 345 I— _ STREAM ELo
9 SF;2 LF STREAM
24'LONG X 12'WIDE X 22"DEEP 3:1 — CQ 3:1
_�—_—TEMPORARY IMPACT / TOTAL PERMANENT
—I— 12 SF;4 LF STREAM IMPACTS 478 0.0323 83
A
I W/6"DIAMETER STONE — '��t
y z RIP-RAP PAD 350— — PERMANENT-NO
LOSS IMPACTS STREAM E RIP-RAP 288 0.0066 14 3
ilk ROADWAY IMPACT — _ —
/ TOTAL PERMANENT-
40 SF WETLAND W5 Co1 288 0.0066 14
3 SF;83 LF STREAM STREET w - NO LOSS IMPACTS
+/
STREAM E DEWATERING 21 0.0005 6 3 TEMPORARY IMPACTS
WETLAND W5 DEWATERING 58 0.0013 - 3
/ PIPING FOR PUMP FOR Lo — —
/ DEWATERING AND DIVERSION FOR , Co _ TOTAL TEMPORARY 79 0.0019 6
L INSTALLATION OF THE CULVERT. IMPACTS
7 (1 WEEK CONSTRUCTION)
SILT FENCE OUTLET(TYP. M I� _C DEWATERING STEPS:
/ 36
/ 1. CONSTRUCT PIPING AND DEWATERING PUMP SYSTEM
/ / i DIVERTING FLOW AWAY THROUGH PROPOSED CULVERT.
/ �� m 2. CONSTRUCT PROPOSE PIPE CULVERT AND INLET/OUTLET
IMPROVEMENTS.
3. REMOVE DEWATERING PUMP AND TEMPORARY PIPING,
PLAN VIEW - MAP LOCATION AREA 3 DIVERTING FLOW THROUGH PROPOSED CULVERT.
4. COMPLETE ROADWAY.
HORIZONTAL: 1"=50'
STRONGROCK 3705 MARKS CREEK RD
KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P E-8
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 MAP LOCATION AREA 3 08 OF 09
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] SCALE: HORZ: 1° = 50'

PROGRESS PLOT DATE: 08/09/2023
360 360
ROP SED GRADE
355 355
AREA OF FILL
-RETAINING WALL
350 - 350
PROPOSE
HEADWALL
EXISTING GRADE
345 345
J _
340 340
10.01,
EMBEDMENT 10.0"
60 LF 48"RCP @ 0.68% EMBEDMENT
24'LONG X 2'WIDE X 22"DEEF
W/ "DIAMETER STO E
RIP-RAP PAD
335 BOTTOM OF STREAM' 335
CD
CD f� N
N co N O
Lo "t
M co M
9+7510+00 10+50 11+00 11+50
PROFILE VIEW PIPE-01 - MAP LOCATION AREA 3 -
CULVERT PROFILE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
STRONGRQ CK 3705 MARKS CREEK RD
KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P MAP LOCATION AREA 3 - E-9
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 CULVERT PROFILE 09 OF 09
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail] SCALE: HORZ 1" = 50" VERT 1" = 5'

Action ID Number: SAW-2020-04859 County: Wake
Permittee: Ellis Developments Group,Jason Pfister
Project Name: Marks Creek Road Subdivision
Date Verification Issued: 10/30/2023
Project Manager: Matthew K. Martin
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Matthew K. Martin
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date