20221197 Ver 2_USACE Permit Modification Approval_20230918

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
September 18, 2023
Regulatory Division
/_rii[Ti11��y_\���d�iyy�i7��y�il
Embrey Partners, LLC
Attn: Mr. Joel Albea
7600 Broadway, Suite 300
San Antonio, Texas 78209
Dear Mr. Albea:
Reference the Department of the Army (DA) permit (Action ID 2022-01921) issued to
Embrey Partners, LLC, on June 8, 2023, authorizing the discharge of fill material into an
unnamed tributary to Little Sugar Creek, for construction of the 3027 N. Tryon Street
Development. The project authorized impacts to 650 linear feet of stream channel. To
compensate for the unavoidable loss to aquatic resources, the applicant chose to
purchase 650 stream mitigation units (SMUs) from the North Carolina Division of
Mitigation Services (NCDMS). In addition, the applicant also chose to relocate and
restore approximately 900 linear feet of on -site stream channel.
This letter also references your permit modification request dated September 15,
2023, requesting a design modification within the on -site channel relocation/restoration
reach. The June 8, 2023, DA permit verification authorized the use of a culverted
crossing in this location. Your September 15, 2023, permit modification is requesting
authorization to use a 70-foot timber pile bridge. There would be no impacts to waters of
the United States in conjunction with this permit modification, but rather, additional
measures of avoidance and minimization.
Following evaluation of the information submitted in your modification request, the
U.S. Army Corps of Engineers, Wilmington District has determined that it is appropriate
and reasonable and not contrary to the public interest, and no public notice is required
for this modification. Therefore, the permit is modified to include the requested 70-foot
timber pile bridge. Accordingly, Permit Condition 1 of your permit is hereby modified to
read:
"Work Limits: All work authorized by this permit shall be performed in strict
compliance with the attached permit plan entitled Embrey North Tryon (C3-00, C3-01
and C3-02), dated 8/30/2022 and 1012812022; 3027 North Tryon Stream Restoration

IN
and dated 511812023; and Site Layouts (100, 101, and 201), which is a part of this
permit. The Permittee shall ensure that the construction design plans for this project do
not deviate from the permit plans attached to this authorization. Any modification to the
attached permit plans must be approved by the U.S. Army Corps of Engineers (Corps)
prior to any active construction in waters or wetlands. "
All other conditions of the DA permit modification issued on June 8, 2023, remain in
effect as written. Should you have questions, contact Ms. Samantha Dailey, Charlotte
Regulatory Field Office at telephone [phone] or via email at
Samantha.J.DaileyQ_usace.army. mi1.
Sincerely,
FOR THE COMMANDER
Brad A. Morgan
COL, U.S. Army
District Commander
Enclosures
E-Copy Furnished w/attachments:
Mr. Jonathan Hinckle, Greenman -Pedersen, Inc., jhinkle(a�gpinet.com
Mr. Todd Bowers, U.S. Environmental Protection Agency, Bowers. todd(a-epa.gov
Ms. Sue Homewood, North Carolina Division of Water Resources,
Sue. Homewood(a--)ncdenr.gov

(n UPON COMPLETION OF THE �/ / �' 00 o o v AOO O
o QU _ / PROPOSED STREAM RESTORATION
AY 001 0 AND PROJECT ENGINEER APPROVAL, Q-
�' OPT o CONTRACTOR SHALL REMOVE AND ' ��
/ p DISPOSE OF EXISTING 60" CCP PIPE CONTRACTOR SHALL FURNISH AND co
o O VVI/I/I AND BACK FILL EXISTING CHANNEL TO �_ INSTALL BOULDER DOUBLE DROP (TYP.) YGHT LINE CPC: 6+35-14
PROPOSED GRADE BY OTHERS O (YPL)o
CONSTRUCTED RIFFLE j \ SWIM BUFFER x
(TYP.) J CONTRACTOR SHALL (TYP.)
C N
0 FURNISH AND INSTALL w CO O N
o ^ •� �� ;STORMWATER OUTFALL 2J� '�� pC G.��O
Op BOULDER TOE BT - 01 d �`` �\ cyj^ DAY PER OTHERS I 2 tS J N
5 TYP. BT - 03 X G1// �; ` �� J c CQ x RHB - 07 ,`Q"
(TYP.)
BJH -01 -, M DAY ��� I07 �6' G> J� o
BJH - 03 ROCK RIP -RAP LIGHT LOCATIONS (TYP.) co°j �cS O
OP A / RHB - 01 Q `6g (TYP.) BY OTHER 0
° ° � �� PROPO co'�j, +O BJH - 07 / �°
DE�
SEA
Q
VELoo �Sx o Q
\ RHB - 03 0)Ibq� OP MEN CONTRACTOR SHALL O S C
BKF `�� O 00 D FURNISH AND INSTALL
O g8 N IMS Y STORMWATER OUTFALL
1+00 Sp N wIMS wIMSO I I I I
� D o O (TYP.) PER OTHERS o > Q Q Q Q I
pXoO n a N ar AY_ o'pvzMS BJH - 06 �1' PT: 6+03.61 Q
/ o
+ RHB - 02 � '� ...I • V CV - � -
PT. 0 77.42 BT - 02 BT 05 I- / o cn cn >
S�/M \ RHB-04- a M _ �WIM� / RHB-06' ^o } Q Q 0-
O s , ^ BJH - 02 �113 8_ o PLO Q DAY ` wlnn� Sti PC• 5+45 83 �� m J J � � Q
22 L.F. 36" RCP @ 1.87 /o SLOPE 2-�-QO V �/ 6gs� wIM%' �� Z
(PIPE EXTENSION AND 0 / X� 0� 'JAY
O BOULDER SILL Z
HEADWALL BY OTHERS) Sw/� �� k BOULDER CASCADE V �� O
<< M ,(bo 690.0 F 690 0 (TYP.) DqY �/ Cep O� w Z m O
Lp V Sw/ 3+00 � + RHB - 05 - w _
22 L.F. 36" RCP @ 1.47 /o SLOPE M BJH - 04 p
(PIPE EXTENSION AND / // \ LpD S '( b'Q (3� Oj� DAY �/' BS - 01
HEADWALL BY OTHERS) OD ` Wl/Lj 4j' BT - 04 _ ' CO Z U Y
LOD A ^ � - BT - 06 M 695.0 a PT: 5+29 59 a � Q w � � I
D - 0 2 0-
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BOULDER "J" HOOK
�Lp S�yI�
(TYP.) Ww U
/ �' IM END GEO-LIFT / �� I �
�- t •��' Q L BCVDD - 01 U M�
EXISTING PIPES OD Wlbp Station=2+42.03 cn U LL O o O
him/� \ Offset -"Offset 690.0 In 4+00 690.0 CO ILL!Q rn o
/ / \ (TO REMAIN) L - BC - 01 F kQ W w J
CONSTRUCTED RIFFLE - r- 690.0 5 OQ LL Q O � Q
WITH HABITAT BOULDERS L - _ + BJH - 05 v W
TYP. , ° 5 695.0 c`'�
ROCK RIP -RAP
H
(TYP.) BOULDER TOE U) U) Q
BT - 07 ov �/ (TYP.) � - -
I ^ Co
PROPOSED BRIDGE DECKING - - - M °�� START GEO-LIFT N 04 N N
BY OTHERS (SEE YORK TIMBER _ O �� ~ O Station=5+03.07 W O O O
O ti 695.0- d' N N N I
r , VEHICLE BRIDGE DRAWINGS) - + -� O _ - 00 Offset=22.196 Q Q
U 00
c+•j - - -
INNER BERM OF STREAM =- = i" _ - ��v Q LO
I (TYP.) 0')- - 700.0_ _� �: �p O O O
CO
i CD
-
II EXISTING FUTURE 100 YEAR FLOOD LINE OO o- C) - ;Hc'jlc'+d
r 1\ \ CO O
O ♦, r + STREAM FLOODPLAN L D Q - 0
= CURRENT FEMA 100 YEAR FLOOD LINE co(TYP.) DAYLIGHT LINE LOD M-�
NOTE: t
(TYP.) _ LOD
THE STRUCTURES WITHIN THE PLAN AND
PROFILE VIEWS ARE FOR GRAPHICAL
REPRESENTATION, THE CONTRACTOR SHALL r
CONSTRUCT THE STRUCTURES IN ACCORDANCE j , \ PLAN VIEW /
WITH THE ASSOCIATED STRUCTURE DETAIL.
IL (1" = 20' HORIZ.)
700
BANKFILL
GRADE BREAK STA = 0+92.4
695
ELEV = 682.4
INNER BERM
GRADE BREAK STA = 0+92.42
ELEV = 682.23
GRADE BREAK STA = 0+92.42
ELEV = 681.43
GRADE BREAK STA = 0+73.92
ELEV = 679.98
690
GRADE BREAK STA = 0+67.42
ELEV = 679.23
OM0•
f
BANKFILL
OM°
I
GRADE BREAK STA = 0+00.00
0
+
ELEV = 681.65
Q
11
- -�
F_
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685
Y
W
�
o
�
Q
M
INNER BERM
°w°
11
m
00
GRADE BREAK STA = 0+00.00
-o
>
w
11
ELEV = 681.45
J
Q
w
U
w
(D
w 0.85%
GRADE BREAK STA = 0+00.19
ELEV = 680.21
680
(2) EXISTING 24" RCP
(TO REMAIN)
22 L.F. 36" RCP @ 1.87 % SLOPE
(PIPE EXTENSION AND
HEADWALL BY OTHERS)
22 L.F. 36" RCP @ 1.47 % SLOPE
(PIPE EXTENSION AND
HEADWALL BY OTHERS)
675
LC)
0
co
-0+50 0+00
CD
~ CONTRACTOR SHALL FURNISH
AND INSTALL GEOLIFTS (TYP.) \ z
PROPOSED BRIDGE DECKING
HANDRAIL BY OTHERS (SEE YORK TIMBER n
698.50 VEHICLE BRIDGE DRAWINGS) EXISTING GRADE �' 700
INNER BERM
GRADE BREAK STA = 4+77.01
ELEV = 691.64
BRIDGE DECK - - r� ti a; 17
695.00 `' M
Lfi LO rn r` + +
i
LO N M t
d� � + + II II
i 00 � Q
2 BANKFILL o o I� + + II Q
3 00 0 0 + M i' Q Q u Y N- Q M 695
GRADE BREAK STA = 2+42.05 N N 6 06 c) M � � Y U-) Y M Q CD W o
100YR FLOOD LINE ELEV = 685.70 C° � o co + M II 11 � co Q r` W aD C.0 rn
692.66 o 00 + + `� II < cn N Q N Q co O � m m C° BANKFILL
M M o + + M II Q Q cn Y Q M w� W m CO m(0 wW 110 II o Il GRADE BREAK STA = 4+77.01
o �' �' `il' c11' Q Q cn Y N Q CO w 0000 o°°o m 00 II > < W < � ELEV = 691.84
i + N N Q ~ Y Y ONo W ao W 00 m c0 m� W II W II Q w Q W J U W
cli N N II II c0 Y Q w r� co0o m(0 w II w II Q> Q w J w W GRADE BREAK STA = 4+77.01
GRADE BREAK STA = 1+69.00 oo + II II cn m Q cv Q co co 0r CO m o p> J Of J C0 w
ELEV = 682.29 I I Q cn ti Q 00 � 00 m o II o> w J C0 W -
o N Q cn Y ao w 1� m Q w 07 w ELEV = 690.84
+ 11 Y M Y M W C0 W C0 00 CO m C0 U J 11 W 11 Q> Q W w W
m W C� W
M ° Q~ Q 00 � w W m CD CD c0 m 1 0 11 0> � w J U Of w U w
v a -w LO Com � w 11 -w 11 >-Q w- - - 690
0) H Y cn W w� W Co p Q w Of J C7 W C7 W
LO- LO - LO o INNER BERM cn Q m m m w 11 W 11 Q w Q w w U w 2.61%
�' � _ + o GRADE BREAK STA = 2+42.05 I Y W LO o o > J J GRADE BREAK STA = 4+69.01
LO 0 co r ti Q C) � 00 w 11 ww 11 Q 1 j Q w U w O0 w
ELEV = 690.76
N N 11 0 w ELEV = 685.50 w m o> Q> w J
+ + Q 0 � 00 w 11 w � J C7 W C7 w GRADE BREAK STA = 4+67.83
LO)_ II H m Q
r+ 11 11 Q + Q I w 11 < w O0 W 0 wl ELEV = 689.26
�/ o Q Q c~n Q-� Qw caw
cn m Y o W Q Y _j BC - 01 GRADE BREAK STA = 4+48.01
u Y Y cqq w 04 m m U) W °? W ELEV = 688.76
-W
00 la- w- w m (00 w 11 Y 0000
Q °' m LL m C0 w n Q> w CO GRADE BREAK STA = 4+28.19
0 M m W W 11
Q
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Q w 11 -0
11 Q w W m� o>
ELEV = 688.25
685
0
co
W CD Q> Q
o
w J 2.19/0
w 11 Q w
BC - 01
GRADE BREAK STA = 4+08.37
N C)
w
o>
11 w
00 w c�
J c7 w W
w Q
ELEV = 687.75
U
w N
Q
w W>
Lu
�z
�
w Q W
U W
-
GRADE BREAK STA = 3+68.74 GRADE BREAK STA = 3+88.55
LL
o M
BCVDD - 01
ELEV = 686.74 ELEV = 687.24
= z M I
GRADE BREAK STA = 3+48.92
Z
U - v
w Y I- z
RHB - 04
ELEV = 686.24
w co
GRADE BREAK STA = 1+90.28
Z
= m W
- - - - - --
RHB-03
ELEV = 682.94
GRADE BREAK STA = 3+29.10
ELEV = 685.73
680
W
Q
N = Co.z
m a
�oMm
GRADE BREAK STA = 1+35.93
ELEV - 681 09
GRADE BREAK STA = 2+53.47
-
GRADE BREAK STA = 3+09.28
-
90
2
MMc>D
w o
, -) uj
RHB - 01 - ELEV - 684.26 ELEV - 685.23 Q u- u- z Lu
oo�
GRADE BREAK STA = 0+97.54 RHB - 02 GRADE BREAK STA = 1+29.43 GRADE BREAK STA = 2+69.60 GRADE BREAK STA = 2+89.46 0 o o a w
PROPOSED GRADE
ELEV - 681.23 ELEV = 680.84 ELEV = 684 22 ELEV = 684.73 cri 0 U
GRADE BREAK STA = 1+09.15 -
ELEV = 680.68
00 0 00
LO 6
co co
co co
0+50 1+00
GRADE BREAK STA = 1+25.04
ELEV = 681.64
co
co N
(0 00
1+50
LO 00 CD CD
(0 (00 (00
2+00 2+50
PROFILE VIEW
(1" = 20' HORIZ., 1" = 3.0' VERT.)
GRADE BREAK STA = 2+61.14
ELEV = 683.55
W 00
Q0
QuoIX
~IC0
00 [�_
Cr) 00
CO
MM
00
CD O CD
4+00 4+50
ISSUED FOR CONSTRUCTION XX/XX2023
0 10 20 40
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J
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U 3.0 VERIFY SCALE
WBAR IS ONE INCH ON
> ORIGINAL DRAWING
1.5 0 1"
DATE: 05/18/2022
0 PROJ: FLA-2200811.00
DWG: 2023 NODA Yorks Redesign
60
SHEET: 8 of 21

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35'X70' PROPOSED
YORK TIMBER BRIDGE
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YORK
RIDGE CONCEPTS
E YRE.MIER TIMBER BRIDGE COMPANY
2423 BRUNELLO TRACE LUTZ. FL 33558
WWW.YBC.COM 800226.4178
E%MMM WPoi1EN C SEM O Y W MWE CONCSPIS INC.
CLIENT/CONTRACTOR:
ZEYN UZMAN, PE
305 CHARLESTON GREENE MALVERN, PA 19355
ENGINEER OF RECORD
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CREEK EXTENTS 0 o� o= o o Lu _ N
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a Z F_�>2a aVaCV
SUBMISSION INDEX
I REVISION # DATE BY
I 1 1 II w
NORTH 1 PLAN- OVERALL SITE LAYOUT
SCALE: NTS
DISCLAIMER:
1. ANY UNDERGROUND EXISTING UTILITIES LOCATED
WITHIN 5'-0" OF THE BRIDGE MUST BE HAND —DUG
AND EXPOSED PRIOR TO YBC ARRIVAL
2. ALL WET UTILITIES BEING DIRECTIONALLY BORED ON
SITE, TO COMMENCE AFTER BRIDGE CONSTRUCTION
DRAWN BY: K. LOVELL
DATE: 9/22/2022
PAGE NAME
SITE LAYOUT
SHEET NO:
100

0 14'-0"f 25'-O" f
O.C. O.C.
E
ROW B
ROW C
69'-4"f
OUTSIDE PILE
SPAN 1 — � SPAN 2 I —
ROW D —
ROW E — — —
ROW F — — —
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YORK
RIDGE CONCEPTS
14'-8"f 1 4'-8"f O HE PREMIER TIMBER BRIDGE COMPANY
2423 BRUNELLO TRACE LUTZ. FL 33558
WWW.YBCCOM 800226.4178
O.C.l.� O.C.l.� O NOTICE:
MI5 RMS
O 6 THE PROPERTY OF YORK S NI
ONCEPTS
INC.NC. NE
USE USE, A USE, OR REPRODUCTION Oi ORRNINO
FOR ANY PURPOSE WHATSOEYFR Y11MOUf ME EXPRESSED
ID
THHiIUS R IS P OHI M. RII PORK ME CONCEPTS INC. 014
ME USER 5 PRp1IB11ED. RgHfS TO USE 7HE IEV IMTION ON
O MIS SHEEP ME NOT IRINSFE .UNTIL PAMENf HIS SEEN
RECENED FOR SERNCES RENDERED. INY PoOHIS 50 OWNTED
ME NON-1RPTIISfFRIDTE 10 OTHER W M CO
ME 1W.
IXPRESSFD WPoi1EN CONSEM OF YORK SPoDOE CONCEPTS INC.
CLIENT/CONTRACTOR:
U
0 ZEYN UZMAN, PE
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305 CHARLESTON GREENE MALVERN, PA 19355
— — ENGINEER OF RECORD
SPAN 3
CREEK EXTENTS
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WINGWALL BUT PILE O
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GENERAL NOTES:
1. DRAWING IS CONCEPTUAL IN NATURE AND IS NOT TO BE USED FOR CONSTRUCTION
PURPOSED
2. LOW CHORD TO BE A MINIMUM OF 12 INCHES CLEAR OF THE 100-YEAR FLOOD
ELEVATION, REQUIRED.
3. GRADING & RIP RAP DESIGN & INSTALLATION BY OTHERS; NO STEEPER THAN 2:1
GRADING WITH AT LEAST 6" CLEAR OF THE BOTTOM OF THE PILE CAP IS
PREFERRED. RIP RAP IS RECOMMENDED FOR AREAS WHERE THE POTENTIAL FOR
EROSION EXISTS.
4. MINIMUM OF 5' OFFSET FROM ALL EASEMENTS, ENVIRONMENTAL BUFFERS, OR
SIMILAR RECOMMENDED, UNLESS OTHERWISE ALLOWED AS CONFIRMED BY AHJ.
5. CONSTRUCTION FROM GROUND OR FROM DECK CAN INFLUENCE DESIGN
CONSIDERATIONS AND SHOULD BE NOTED IN DESIGN INTENT PER PROJECT.
6. 34" VEHICULAR GUIDERAIL & CURBING SYSTEM RATED FOE 10,000 LB. CAPACITY.
7. BRIDGE SLOPE NOT TO EXCEED 4.5% SLOPE FOR A CONTINUOUS PATH OR 7.5% IN
AN ADA RAMP & LANDING CONFIGURATION.
1 PLAN- PILE LAYOUT
SCALE: NTS
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SUBMISSION INDEX
REVISION #
DATE
BY
NORTH
77
0 11 2'
GRAPHIC SCALE: 3/4" = 11.011
DRAWN BY: K. LOVELL
DATE: 9/22/2022
PAGE NAME
PILE LAYOUT
3' SHEEP NO:
1 101

14'-0"t
O.C.
BRIDGE END
695.0' _
— — — — — — — — — — —
MAX GRADE
BRIDGE E
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70'-0"f
BRIDGE LENGTH
_ 25'—O"f 1 14'-8"f _
O.C. O.C.
34" VEHICULAR GUIDERAIL
-------------------
14'-8"f
O.C.
BRIDGE END
695.0'
MAX GRADE
Fall
H5 ABUTMENT J _ i o
RELOCATED
STREAM
1 ELEVATION VIEW
SCALE: NTS
NOTE:
PILE TO BE DRIVEN UP TO 16'
IN THE GROUND OR UNTIL REFUSAL
ALL EXISTING GRADE AND FINISHED GRADE
ELEVATION INFORMATION SHOW IS REFERENCED
FROM C5-00---OVERALL—GRADING—PLAN
DRAWINGS DATED 11/09/2022
� H5 ABUTMENT
PROPOSED GRADING BY OTHERS
GENERAL NOTES:
1. DRAWING IS CONCEPTUAL IN NATURE AND IS NOT TO BE USED FOR CONSTRUCTION
PURPOSED
2. LOW CHORD TO BE A MINIMUM OF 12 INCHES CLEAR OF THE 100—YEAR FLOOD
ELEVATION, REQUIRED.
3. GRADING & RIP RAP DESIGN & INSTALLATION BY OTHERS; NO STEEPER THAN 2:1
GRADING WITH AT LEAST 6" CLEAR OF THE BOTTOM OF THE PILE CAP IS
PREFERRED. RIP RAP IS RECOMMENDED FOR AREAS WHERE THE POTENTIAL FOR
EROSION EXISTS.
4. MINIMUM OF 5' OFFSET FROM ALL EASEMENTS, ENVIRONMENTAL BUFFERS, OR
SIMILAR RECOMMENDED, UNLESS OTHERWISE ALLOWED AS CONFIRMED BY AHJ.
5. CONSTRUCTION FROM GROUND OR FROM DECK CAN INFLUENCE DESIGN
CONSIDERATIONS AND SHOULD BE NOTED IN DESIGN INTENT PER PROJECT.
6. 34" VEHICULAR GUIDERAIL & CURBING SYSTEM RATED FOE 10,000 LB. CAPACITY.
7. BRIDGE SLOPE NOT TO EXCEED 4.5% SLOPE FOR A CONTINUOUS PATH OR 7.5% IN
AN ADA RAMP & LANDING CONFIGURATION.
YORK
MIDGE CONCEPTS
AIE I'llEMIER TISIREIt BRIDGE C0\111ANI
2423 BRUNELLO TRACE LUTZ. FL 33558
WWW.YBC.COM 800226.4178
NCE:
THIS DRAWING 5 THE PROPERTY OF YORK BRIDGE CONCEPTS
INC. THE USE. PURPOSE
RE -USE. OR NEROOULTON OF THIS DRAWING
FOR ANY EEOM WEENY YORK
RIDGE T AN EXPRESSED
WROTEN AGREEMENT BETWEEN PORK BRIDGE INFOB INC. AND
THE USER IS PROHIBITED. RIGHTS TO USE THE INFORMATION ON
THIS SHEEP ARE NOT TRANSFERRED UNRL PAYMENT HAS BEEN
RECENED FOR SERACEB RENDERED. ANY RIGHTS SO GRANTED
ARE NON -TRANSFERABLE TO OTHER OUT THE PRIOR
EXPRESSEDWRRIEN CONSEM OF YORKRK BRI BRIDGE Wi1HCONCEPTS INC.
CLIENT/CONTRACTOR
ZEYN UZMAN, PE
305 CHARLESTON GREENE MALVERN, PA 119355
ENGINEER OF RECORD
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SUBMISSION INDEX
REVISION
#
I DATE
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DRAWN BY: K. LOVELL
DATE: 9/22/2022
PAGE NAME
EXCAVATION LAYO
SHEET NO:
200