20150995 Ver 3_Park Depot Greenway Buffer Modification Request (No Plans)_20200717

Kimley»>Horn
July 15, 2020
Mr. Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
RE: Park Depot Greenway Trail
NCDWR #15-0995; SAW-2015-01053
Buffer Authorization Modification Request
Town of Fuquay-Varina, Wake County, North Carolina
Dear Mr. Wojoski:
On behalf of our client, the Town of Fuquay-Varina, Kimley-Horn is requesting a modification to the
previously approved Neuse River Basin Riparian Buffer Authorization (NCDWR #15-0995) for the above
referenced project in Fuquay-Varina. The project was originally permitted in September 2015 and
reauthorized in April 2019. As permitted, the project will construct approximately 2,000 feet of greenway
with a timber boardwalk crossing over a tributary to Black Creek, connecting Honeycutt Park to an
existing greenway east of NC 55.
This modification request proposes to realign approximately 800 feet of greenway on the west side of NC
55 to resolve location conflicts with an adjacent residential development. The design changes include
minor alignment shift to the northeast, modifications to the drainage design, and the addition of a retaining
wall along the northeast side of the greenway east of Impact Site 3 to avoid new wetland impacts. A field
investigation of the updated project study area, including areas associated with the modified greenway
alignment, was conducted in June 2020 by Kimley-Horn environmental scientists. Areas outside of the
previously permitted study area were located in uplands and no additional streams, riparian buffers, or
wetlands were identified.
As a result of the alignment shift, impacts to Zone 2 of the protected buffer associated with the UT to
Black Creek at Site 3 will increase by 500 square feet. Due to topography within the greenway easement,
the revised alignment will collect stormwater in two small areas on the south side of the greenway.
Stormwater will be treated via vegetated ditches/swales prior to entering culverts, crossing beneath the
greenway, and discharging into the riparian buffer. Impacts at Site 1 and Site 2 will remain the same as
permitted previously.

Kimley>>> Horn Page 2
To assist in your review of this modification request, the following information has been included:
• Revised PCN Application Buffer Impact Table
• Revised Plan Sheets
• Revised Permit Impact Drawings
If there is any additional information you need to assist in the processing of this permit modification request,
please do not hesitate to contact me at [phone] or [e-mail].
Sincerely,
Kimlley-Horne and Associates, Inc.
Jason Hartshorn, PWS
Attachments

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse El Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
Site 1
® P ❑ T
Greenway
Construction
UT to Black Creek
El ®Nos
2,623
2,216
s+te 3
Elp_aT
Greenway
GonStrue#+eR
El Yes4
EINe
Site 3
® P T
❑
Greenway
Construction
UT to Black Creek
El ❑ Nos
0
1,604
6h. Total buffer impacts
2,623
3,820

See Sheet I -A For Index Of Sheets
See Sheet 9-B For Conventional Sheet Symbols
Products Rd.
4
Maur S .
N�
42
401 55
FUQUAY- NA
U
o
do �o O
BE IN PROJECT _
,9 OLD HONEYCUTT
VICINITY ti AP
END PROJECT
WAKE COUNTY
SITE 1
ENVIRONMENTAL IMPACTS
SITE NO.
STATION (FROM/TO)
SIDE
ALLOWABLE BUFFER IMPACTS
WETLAND IMPACTS
ZONE 1
(SF)
ZONE 2
(SF)
TOTAL
(SF)
PERMANENT FILL
(AC)
1
11+40.34
13+68.97
LT/ RT
2623
2216
4839
0
2
18+94.75
19+34.98
LT/ RT
0
0
0
0.03
3
23+98.53
1 25+25.38
LT
0
1604
1604
0
TOTAL
2623
3820
6443
0.03
TOWN:
TOWN OF FUQUAY-VARINA
PUBLIC WORKS DEPARTMENT
401 OLD HONEYCUTT ROAD
FUQUAY-VARINA, NC 27526
[phone] TEL
[phone] FAX
CONTACT: TRACY STEPHENSON, P.E.
ENGINEER: SURVEYOR:
KIMLEY-HORN AND ASSOCIATES, INC. McKIM & CREED
421 FAYETTEVILLE ST, SUITE 600 200 MACKENAN COURT
RALEIGH, NORTH CAROLINA 27601 CARY, NC 27511
[phone] TEL [phone] TEL
[phone] FAX CONTACT: TIM VAN GELDER, PLS
CONTACT: ERIN THOMPSON, P.E.
TOWN OF FUQUAYmVARINA
PARK DEPOT GREENWAY
FUQUAY-VARINA, NORTH CAROLINA 27526
TIP PROJECT NO: U-5530GA
WBS ELEMENT: 44111.1F8
FEDERAL PROJECT NO: STPDA-0507(10)
TYPE OF WORK: GRADING, BOARDWALK, DRAINAGE, PAVING, SIGNING, AND MARKINGS
LENGTH OF PROJECT: PARK DEPOT GREENWAY: APPROX. 0.33 MILES OF NEW LOCATION GREENWAY
APPROX. 0.07 MILES BOARDWALK
NC HWY 55: APPROX. 0.05 MILES OF MEDIAN AND DITCH IMPROVEMENTS
Ll
I
BEGIN PROJECT
PARK DEPOT GREENWAY
-L 1- Sta 10 + 01.55
BEGIN BOARDWALK
-L 1- Sta 12 + 50.00
0
END PROJECT
PARK DEPOT GREENWAY
42- Sta 30+92.00
END CONSTRUCTION
-Y2- STA. 13 + 05.50
100O
�G
QG
'0"% �� P
UNNAMED TR/B TO 10
BLACK CREEK
-Di-
END BOARDWALK
PREPARED IN THE OFFICE OF:
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
K8iii1ey)))Horn PHONE: [phone]
©2020
SITE 2
i
IV
�61
END CONSTRUCTION
-D 1- STA. 12 + 54.49
BEGIN CONSTRUCTION
-Y2- STA. 10 + 50.00
PROJECT GRAPHIC SCALES
40 20 0 40 80
PLANS
SITE 3 40 20 0 40 80
PROFILE (HORIZONTAL)
8 4 0 8 16
un U60...' -..Nmgi
PROFILE (VERTICAL)
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD 11
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,
AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND
CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS
DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND
ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
PLANS PREPARED BY:
Kimley»>Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
NC LICENSE #F-0102
©2020
`�OQ pFEss�pNq!�q
SEAL
045215
o
au
Q
?
o
a=
tic
Q
<2
cc
Q
a
�
\
�
LA.
a
�
o
Q
0
a
�
L
o
W
oILLA
M
�
L
O
W
c
U
o
a
a
W
H
W
W
F
T:
622011
-2020
FINAL P
LANS
YI

-Yl - -L/ -
WDDLEBY MARSHALL, INC.
Pl Sto 10+50.53 Pl Sto 11+19.06 Pl Sto 10+90.00 PI Sto 12+17.41 DB4533 PG318
0 = 84° 20' 10.2" (LT) 0 = 2° 56' 00.3" (LT) A = 73° 44' 16.6' (LT) A = 25° 36' 21.9" (RT )
D = 381° 58' 111 D = 3° l0' 59.2" D = 47°44' 47.T D = 40° 55' 32.0"
L = 22.08' L = 92.16' L = 154.44' L = 62.57'
T = 13.59' T = 46.09' T = 90.00' T = 31.82'
R = 15.00' R = 1,800.00" R = 120.00 R = 140.00
N 1° 58' 54.8" E
-BL-4
-BL-3
S 04°55'32"
7 E v
/ X-_�/X�! CHL��
RIP qL /
..
F
x
-Yl - POT Sta 12 +05.90 F _
RETAIN EXISTING
6' C AJN LINK FENCE
-Yl - PT Sto. 11 +65.13 /NsrAL� RoV E� o"" °a H
PER DETAIL / SHEET t
-LI- STA/0+30.00
-Yl - PC Sti 10+72.97 TO STA12+50.00 (RT)
48'-I8" RCP -III
INV I11 = -LI-
STA. II+60 -LI-, 25.8' LT
N 46 54' 55J" E INV OUT = 347.8'
STA. 11+52 -LI-, 20.6' RT-
-Yl - PT Sto.10+59.02
DETAIL 1 OUTLET PROTECTIO
RAP
SPECIAL LATERAL 'V' DITCH -Yl- PC Sto.10+36.94 CLASS TONS
ALLOWABLE IMPACTS ZONE 1 (Not to Scale)
EST IO SY GEO N
Fill
Natural 3'N Slope
ALLOWABLE IMPACTS ZONE 2 Ground d ?� D Fed N 1l5' 05.2„ E
Geotextile =
Min. D1.0 Ft.
F F DENOTES FILL IN WETLAND Type of Liner- Class I Rip -Rap Max. d= 1.0 Ft. -Yl - POT Sto. /0+00.00
FROM STA. 11 +00 TO STA. 11 +60 -Ll- (LT)
MICHAEL T. RODGERS AND WIFE.
SARAH B. RODGERS
��s tSluu FUlibn
MB1998 PGu39 L L O z
b��8 QyN
INSTALL PED STRIAN HANDRAIL
I.5' FROG E E OF PATH
PER DETAIL SHEET 2C
-LI- STA/O+ 0.00 FRED L. $TEPHEN$ ET. AL.
TO STA/i W QT) D 9845 i ViJJJ
ECIAL LATERAL 'V' DITCH B1970 PG217
N/TCLASS I RIP RAP
35 TONS HAND CLEARING TO E USED
EST 40 SY PSRM WITHIN WETLAND LI4TS
SEE DETAIL I
-BL- 31
Bz 2
INSTALL PEDESTRIAN HANDRAIL
I5'FR04i EDGE OF PATH Bz
PER DETAIL I SHEET 2C `°
-LI- STA //+80.00 Bz
TO STA/2+50.00 ILTITIE
BOAR E ALKT APPR H � RAIL RAIL T 0 /X� ,�
y OODS TB
T _ Te
TB TB- - - I .rTB
/ _ - - - -f •�
�e� TOP=342.65 _ �'''
L- ti / / INV IN=332.94 BZ O
° ° �'�" 'L0 �� INV QUT389 '� O
S 04 8 22 BZ 1 B Ln -
Ln
PECH�, �
/Si f �
I Z
_-_
PE
LQ
SITE
F� �' z
m� Am ; m �. ,
/ -y
`- - 30
-BL- 29 41
41 4, ' �, 41
00
m / VvooDs �.
hm ,
W
kOWN DB8�FUOUAY VARINAy al � FRED L.
4,. V VJJ o STEPHENS ET.
QR 8042 �G 845 r� D11Bq9845' PG1355
�, +- 61997 G1694 + 4'+ 41 z M61970 PG?17
�, �. �' �' �' �'
x
W
PLANS PREPARED BY:
Kim ey>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALFIGH, NC 27601
PHONE: [phone]
FAX: [phone]
NC
©2019NSE «F-oloz
`CAR =
O��\0000,,, Off/ '
= SEAL
- % 045215 0 =
��li iAi 1 �
SEAL
N
Z
Q
Z
a
384
376
368
360
352
344
336
328
320
PI FE - HYDRAULIC DAT
- BEGIN GRADE - ��
-Ll - Sta. l0 +l1.00 48 LF - l8 6RCP -lll90
DISCHARGE = .
DESIGN DISC
ELEV = 363.681 _ DESIGN FREQUENCY = l0
TIE TO EDGE OF EXIST -Yl K DESIGN HW ELEVATION 349.76
P1=-10+42.00 BASE D/SCHARG 7.50
EL - 363.81' BASE FREQUENCY = 25
K = 7 BASE HW ELEVATION = 349.85
OVERTOPPING DISCHARGE = NSA
OVERTOPPING FREQUENCY = NSA
° OVERTOPPING ELEVATION = NIA
( +)0.40/
�FV_ 11+88.00 M BEG/ BOARD ALK
EL = 351.64'
+)1.40% ° _ /7 ELEV = 350.92
PROPOSED
GRADE
`IIIIH
BEGIN SPECIAL ° 7' /5' /5'
DITCH GRADE LT -
__#ELEV - 352.82' PROP 18" RCP -lll
STA 11 +55.3/
END SPECIAL ELEV = 348.0'
DITCH SGRAD � LT
ELEV = 348.20'
-BL - 29
5°99' RT -Ll - STA 14+61°90 OFF 10°08' RT
ELEV = 34/°98'
Ry
TYP
BOARQW ALK /0' SPACING
FRO MM Sto. 12 +87 TO Sto. 16
41- PARK DEPOT GREENWAY
384
3 76
3 6 8
c
La
o II
� ,
<
c 1
a ` 1 a
W \01
N c
a D o
L
W
c
W Q
� a
a
360Ln
352
=
a
344
336
+07
KHA PROJECT.
012622011
328
320
-BL
-L/-
ELEV
-
STA
3/
=
11
35I°60'
+5/°OS
OFF
32°09'
LT
-BL-
-Ll
ELEV
-
30
STA
=
342.34'
13+03°68
OFF
DATEe
6-25-2020
FINAL PLANS
-
10 11
12 13
14 15
4

ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
F F DENOTES FILL IN WETLAND
e BZ 2 -Ll - PRC Sta. 23+05.92
2,
BZ 2
BZ 8Z
2
TB�TB�TB
�T BZ 1 -Ll - PC Sta. 22 +48.6
TB TB -
/TB -
dcTB��T UNNAMED TR/B TO
/ �TB-TB-TB
78-TB-TBTB TB -TB BLAC�y�2T 15.0" E
- a2-;� -� 1 -Ll - PT Sto. 2/ +33.56 -TB
`TB TB T TB TB_
FRED STE HENS ET. A . TB
6 . Z 1 _ � B 9� PG23 7
�D CLEARING TO �¢¢E USED 2 EX►S TI 8 PVC B T 0 P - .43
H/N WETLAND L14ITS Nc�Qp- �V III
PROPOSED LAND/NG AREA�ATCH SE ER EQ SEME �� I 0 U T = 3 31. BZ 1 82
TYPICAL SECTION OF ADJACENT T BZ 2
REENWAY,57 MAX GRADE:27
YAX CROSS SLOPE. SEE DETAIL 3, S S " P V C
8Z 1
TB`'TB
TB'
TB ��TB
SITE 3
SHEET 2C
-Ll - PC Sto. 16 +80.54 3 aZ ? F
-Ll - PT Sta. 17+35.14 F -E- -
OUTLET PROTECTIOf
CLASS 'B' RIP RAP
OUTLET EST 5 TONS
PROTECTION EST 14 SY GEO
CLASS
TONSP RAP
\ EST 14 SY GEO CLASST'B' RIPERAP N�
-BL- 28 \ ,�, EST 4 TONS
G E 0
�A -BL- 27
,o
F � pF �F
E D L`OHCRETE
S 8° 45' 59.2" E p� �F E F B G'Na s5,0a T
END BOARDWALK Ao - S I E 2
F
BEGIN 10' -W lDE ASPHALT GREENW AY , ` pF F E F
F
WITH 2' GRAVEL SHOULDERS-
-Ll - STA 16 +14.00 / / ! i F F
36'-24' R342V'
SI�7A.017T33 342:45.5' RT
-L/- STA. 17+46 -LI-, 15.0' LT E D ASPHALT
L B G/H COI yRETE \
PI Sto 17+08.32 ,. PI Sto 18 +77.57 ,. i x -"- "f90A0 \
0 = 26 04 /0.9 „(LT) 0 = 34 20 26.6 (LT) r�!� S 346 50' l0.1" E \
D = 47° 44 47.3 D = 7/ 37 /l.0' -Ll - PC Sto. 18 +52.85 - `\. I
L = 54.60' L = 47.95'
T = 27.78' T = 24.72' s
R = 120.00' R = 80.00-Ll - PT Sto. 19+00.80
PI Sto 17+08.32 PI Sto l8 +77.57 Pl Sto 19 +89.16
0 = 26° 04' 10.9" (LT) 0 = 34' 20" 26.6" (LT) A = 44° 58' 06.9" (LT )
D = 47° 44' 47.3" D = 7/` 37' //.0" D = 47° 44' 47.3" S 69° /0' 36.8" E -
L = 54.60' L = 47.95" L = 94.18'
T = 27.78' T = 24.72" T = 49.67'
R = 120.00" R = 80.00' R = 120.00"
1 368
13
1 352
1 344
336
P/PE HYDRAULIC
36 LFI 24"RCP-1V
DAB
i�
DESIGN DISCHARGE _
1070
CFS
DESIGN FREQUENCY
l0
YRS
DESIGN HW ELEVATION
344.46
FT
BASE DISCHARGE
11.70
CFS
BASE FREQUENCY -
25
YRS
BASE HW ELEVATION =
344.55
FT
OVERTOPPING DISCHARGE =
N/A
CFS
OVERTOPPING FREQUENCY=
NSA
YRS
OVERTOPPING ELEVATION =
NSA
FT
' II ii
NOON■ � • I
NOON■
MENOM■■■ i0Z01111
I■■■■■■■■ ■ri■■■I
-BL- 28
-L - STA /5 +85.15 OFF 15.65' RT
ELEV = -541.88'
16
F
L
e
INS1" PE TRIM HANDRAIL
l5 0 EDGE OF PATH
PER TAIL IS
H
-Ll- STA23+75.00
TO STA25+75,00 QTI
��ROTECTION
YT 1,S
R AP
I` �7 S'�,r4l7L V T TB
�TB TB TB/
SITE
TOP=340 45
INV IN=33 10
Pik- E
PDE
/ Imo_ E E--- �E `
// / E PARK pEP�T SPECIAL LATERAL 'V' DITCH
F / �`` REENAY - - SEE DETAIL 2 -
BL 25 35'-�N' RCP-IV
0'
SNNA�OUT 60339.E 15.3' RT
/ S7A. 23+77 -LI-, 15.6' LT
/ SPECIAL LATERAL 'V' DITCH
SEE DETAIL 3
-Ll - PT Sta. 23+93.17
-Ll - PRC Sta. 20+33.68
-BL- 26
Ll - PC Sto.19+39.50
28'0D.
4" RCP -IV
VOT
HEAALL
II��38638.01
$STA. 19+27 -LI-, 10.0' RT
INV .OUT31= 34210;0' RT
STA. 19+22 -LI-, 16.0' LT
STA. 19+26 -LI-, 16.0' LT
�
PIPE HYDRAULIC
DAT
2 @ 28 LF - 24" RCP -IV
DESIGN DISCHARGE
18.00
CFS
DESIGN FREQUENCY
l0
YRS
DESIGN HW ELEVATION
345.3/ -
FT
BASE DISCHARGE
-
20.20
CFS
BASE FREQUENCY
-
25 �
YRS
BASE HW ELEVATION
345.44
FT
OVERTOPPING DISCHARGE =
27.10 �
CFS
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
> l00
345.80
YRS
FT
� NOON■■■ ♦�1��♦
11■■ NOON■■■
11■■ .. / . , NOON■■■
1100 , • ■■■■■■■
oom
■■■■■■■■■■■■■..
MEN loom
■■■ ■■■■■■■■■■■■■■■ ■■
■■ ■■■■■■■■■■■■■■ ■■
• MEN _ ■■W__ ■■■■
NONE
MENNEN
-BL- 27
-L - STA /8 +02.37 OFF 3.94' LT
ELEV = 545.50'
17 18
FRED L. STEPHENS ET. AL.
MB9845 PG1355
B1970 PG217
PI Sto 20+86.72
0 =
470 41' 28.7" (RT )
D
= 47° 44' 47.3"
L =
99.88"
T
= 53.04'
R
= 120.00'
-BL - 24
-L- STA 23+83.59 OFF 50.47' RT -
ELEV = 334.921 -
PROPOSED
GRADE
2_60 0
UNDERCUT �1
3' DEPTH EXISTING
1 GROUND
-BL- 26
-L - STA 19+81.57 OFF 2.90' RT
ELEV = 545.63'
19 20
21
PI = 2/+80.00
EL = 340.4 '
VC = 80'
K = /9
S 850 30' 14.9" E-J
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2
24
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural 'j'1 Fill
Ground ?.� D Slope
7 I Min. D= 1.5 Ft.
1 FROM STA. 22 + 50 TO STA. 23 + 60 -L1- (RT)
FROM STA. 24 + 00 TO STA. 24 + 50 -L1- (RT)
DETAIL 3
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural �,'� Fill
Ground ?., D Slope
Min. D= 1.0 Ft.
FROM STA. 23 + 60 TO STA. 24 + 00 -L1- (RT)
FROM STA. 24 + 50 TO STA. 25 + 50 -L1- (RT)
MENEMI■■■■■ � � � �mommoNOON■II
I■■■■■■ - - • - - -
/ / ■■■■■■iiiia(I■L1�O■■I
■■■■■■■gin*���z�l
II / � • ■■■■iil�Siiil�SJt/i■I
/ � / � � ■■■■riiiial�■�1■L►'■I
� � � • ■■■Cil�S�i�ZJ[rill
NOON■■ccOrr■'I
• - •--5111• •
NOON■I
P11
23+25.00
EL =
342.75,
VC =
65'
K =
l00
■■■■■■■■■■■■■■■■■■ig��■��A�■■■■■■■■■■■■■■■■
NONE ■■■■■■■■■■■■■■■
loom _ = ■! ■■■■■■■■■■■■■■■■
• I � • 1 L - - / - - - I � � �■ ■■■■■■■■■■ NOON■■
■■■■■■■■■■■■■■■
I■■■■■ NOON■ NONE ■ • ■■■■■■■■■■■■■■■
I■■■■■ NONE ■ NONE ■ ■■■■■■■■■■■■■■■
loom ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■
I■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■
I■■■■■ I ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■
I■■■■■ ■■■■■■■■■■■■■■■ ' • ■■■■■■■■■■■■■■■
mommommommo■■■■ : ■■■■■■■■■■■■■■■
■■■ n■■■■■■■■■■■■■■■■
■iiiiiiiiiiiiiii
I■■■ ■■■■■■■■■■■■■■■
I■■■ ■■ ■■■■■■■■■■■■■■
22 23 24
360
PLANS PREPARED BY:
Kimley»>Hornj
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
NC LICENSE "F-0102
© 2019
FARO
ESS
SEAL �o
045215
A.
/IIIIIII\\
Z
0
H
W
is
0
6
z
0
c
o
La
Q
o a=
Q
o <R
Lw
`>
�
`
a
W
�
o
z cs
a
o
L
W
o�
M
Lo
�o
�
U
�
o
a
a
W
H
W
0
a
z
Q
z
KHA PROJECT.
012622011
DATE:
6-25-2020
FINAL PLANS
;1

F F
TIE TO E XI DITCH -Y2- POT Sto. 11 +37.19 = NOTES:
1� I r^ DEERE & COMPANY /
n � IO+OO. tiati � ru�oc INSTALL BOLLARDS PER DETAIL 2.SHEET 2C
OUTLET PROTECTION �? ONC SyyALE SEEDET ATERAL V H D1 POT Sto. OO -Ll- STA28+65.00
\1996 PG998 INSTALL CURB RAMP PER DETAIL 4 SHEET 2D
CLASS 'B' RIP RAP YBg2000 PG195
EST 2 TONS yG ` ( � 1 ELEPHoN OU ET PROTEC r INSTALL RECTANGULAR RAPID FLASHING BEACON
EST 7 SY GEO I CLAS RIP RAP -LI- STA28+95.65
LG F 0. MAR EST 2 TO SST 7 SY G
' -15" RCP -IV BZ 2 I eZRCP-IV\ N INSTALL CURB RAMP PER DETAIL SHEET 2E
4 7' -15 " FXl INSTALL RECTANGULAR RAPID FLASHING BEACON
INV - 4' I ' INV IN = 335.9', STT`t0 8 -DI- 32. ST�Nc Q -LI- STA29+07.47
-al-, 16.0 L - L- 2
BZ 2 STA. 25+50-LI-B�32 yG �pF = 335.7', STA.O+ 3�'s
L. STEPHEN ET. AL. INV OUT = 340.0' I 1
` y�yy� Lij A. 25+40 -LI-, 12.0' LT w BZ 1 N z I 1'� \ 2 ETAIL SHEET 2E
NCDO�SSTDD1840.16 8 �I£WfR F�SEM£HT Z INSTALL RECTANGULAR RAPINSTALL CURB RA.VP PER ID LASHING BEACON
U&�8 . N B �y00DS I 1 + �- _ _
Z I I \ TA. - 8 -L2- 15.0' LT \ TOP 332.66 M -L2 STA29+2228
BZ � � A '
0 - 33TO INV = 335.9' \ 00
INSTALL PEDESTRIAN HANDRAIL � � ' �
l.5' FROM EDGE OF PATH - _ J GRADE T 0 DRAIN IINST ALL CURB RASP PER DET AlL 4 SHEET 2D
_ SEE 2
PER DETAIL I SHEET 2C ( • RC _ - - CROSS \ INSTALL RECTANGULAR RAPID FLASHING BEACON
-Ll- STA23+75.00 Ts `-TB- _ TB __ I � B SECT S 4 -L2- STA29 3 .72 N
TB -� TB TB w - - - I I z �' A C REMOV ARDS Q
TO STA {dIJ� �� - \
TB- -i6 r6 TB "TB ,T - _ - - _ - n \ ` - B (INCIDENTAL T ING) z INSTALL BOLLARDS PER DETAIL 2. SHEET 2C
TB�TB i� - 1 '� _�f PAVEMENT -L2- STA29+65.00
Q TB-TB--TB-TB _-i6-TB TB �B 1IEO TRI / O I 11 J / B _ \ ` REMOVAL -L2- Sto. 30+1781 = INSTALL DETECTABLE WARNING DOMES
� N N AM R E E � 7.2 3 I I 1 w \ \ \ -DI - POT to. +97.68 PER NCDOT STD.DRAWING 848.05
GAS -L2- STA30+07.8I
-Ll- PRC Sto. 25 +6/.l8 B SAC K � L1 _ - - I \ o o TES - - PC Sto. 30 +30.82 END PROJECT
' 11 \ INSTALL DETECTABLE WARNING DOMES
SITE 3 _ \ I I N END 10'-WIDE ASPHALT GREENWAY
O Z BZ 3 TAT -L2 - o. 30 +68.13 PER NCDOT STD.DRAWING 848.05
Q PRC Sto. 25+9 . 6 ER WITH ' GRAVEL SHOULDERS -L2- STA30+27.8/
l 2 8° PVc ss� y. 1 ' TIE TO EXIST ASPALT PATH INSTALL BOLLARDS PER DETAIL 2.SHEET 2C�;ILiP
-L2- STA30+60.00
EXl \ I S -L2 - Sto. 30 +92.00 CURVE WIDENING
zw _ -. v BZ z SIDEWALK o'rVIOEN v 1 S 76" 46' 23.0" ro
_ F \ t�Q l0 CONCRETE 1 I \ �� 0\ DO NOT DISTURB EXISTING POLE OR GAS MARKER
41ULTI-USE PATH I I -L2- POT Sto. 31 +06.66 ,� 3q Foo S 6s
PE BEGIN REGAINING (HALL •l I C B /9g�6p Cgsq Y V� SS'Q6„
E -Ll- Sto.26+80 G�'LTJ C - �' C327 R1/1/4 Q2,/�, E
1
- _ N 149 40.4 E \ _ S
i - v \ • I 1 F �F _ 009;06„�
C \ -Ll- Sto.27+12 (8'LT) 'i1� / �\ \\ I •c - - �PQRK DEPOTEEN A
\ \ END RETAINING WALL . •l �O �D S \ / I \ \ I � 1 - �- '� 1 � � �
-BL- 2 -Ll- St0.2T+20 (820 LT) ✓r I
F\ - I I - Q �\ ,c SEE SHEET SITE/ FOR
\ L \ I '4 C C� �� -- DRIVEWAY ALIGNMENT
pQT GR � �� J I ' ,o T AND PARKING LOT DESIGN
GRADE TO DRAIN P� a I I '� C_' _
SPECIAL LATERAL 'V' DITCH \�
SEE DETAIL 3�°:•.,4`,0
m o.q...°. Pic o \
-L1- PC Sto. 25 +0/.5/ c �
„ -L2 -
FRED L. STEPHENS ET. AL. S 4' 53 00.4 E \ -- P1 Sto 29+91.34 PI Sto 30+52.32
S 85" 30' 14.9" E `�iB197o Pc2 7 -Ll- PT Sto. 27+49.81 \ \ A = 53. 06" 49.4" (LT) A = 7/• 15' 41.0" (RT)
-BL- 22 {
_ BEGIN CON ASPHALT % ' N 3i 57' 56.0" E ` D = l90° 59' 09.4" D = l90° 59' 09.4"
-Ll -Ll- 27+35A0 -L2- PT Sto. 30+04.l5\ / TOWN OF FUQUAY VARINA L = 27.81' L = 37.31'
-Ll- PC Sto. 27+11.76 _ D 15844 PG2186 T = l _ '
DETAIL 3 9" (LT) `- -L2- PC Sto. 29+76.34 DETAIL 4 = DETAIL 5
SPECIAL LATERAL 'V' DITCH " S 23. 30' 12.70 E x N 85. 04' 45.3" E SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH
( Not to Scale) -L/- PT Sto. 26+79.52 -' (,0.�� ( Not to Scale) ( Not to Scale)
27 -15" RCP -IV, INV IN = 336.3'
ST . 29+46 -L2-, 13.0 RT
ALLOWABLE IMPACTS ZONE 1 -11- PI Sto. 28+87.23 INV OUT = 335.9. STA. 29+46 -L2-, 15.0' LT
Natural Fill Natural 15'\at Fill Natural `3e< Fill
�' p END SIDEWALK WIDENING SEE ETAIAT4ERAL V DITCH Ground ?.� D otF Slope Ground ?.� D a�F Slope
Ground ?.A D Sloe ?2 -LI- Sto.28+9673
ALLOWABLE IMPACTS ZONE 2 .8",(LT) N 85.04' 56J" E TIE 0 EXISTING DITCH
9.4 -Ll- PI Sto. 29+36.57 -L2- P1 Sto. 29+21.28 Min. D = 1.0 Ft. Min. D = 1.5 Ft.
Min. D= 1.0 Ft.
DENOTES FILL IN WETLAND -LI - POT Sto. 29+42.97 = BEGI CO TRUCTION FROM STA. 10 + 50 TO STA. 10 + 77 -Y2- (RT) FROM STA. 11 + 53 TO STA. 12 + 00 -Y2- (RT)
FROM STA. 23 + 60 TO STA. 24 + 00 -L1- (RT) -L2- POT Sto. 29+/ .87 = -Y2- Sto. l +50.00
FROM STA. 24 + 50 TO STA. 25 + 50 -L1- (RT) -Y2- POT Sto.10+95.00 -Y2- OT to. 10+00.00
PLANS PREPARED BY:
)�
Kimley > Horn
421FAYETTEVILLE ST, SUITE 600
PHONIEH(99)6 7601000
FAX. [phone]
NC LICENSE #F-0102
c zo9
O
� SEAL l °
= _
045215
-
'%qC�,�/
sEaL
H
Z
W
cc
,,,
Q
C
Z
/
a
376
GN D�
GN FR
D
It
"
"
37
\z o OC
Q
cc ` Cr
W \ ` �
�
SIGN
ESIGN
SIGN
FRE
ARG
UENC
L
.
l
l
368
360
368
360
0 z
z cs �
a o
L
Tl
P/NG
NG
N
HARGE - = 6.33
- = /00 +
= 341.7
RT
RT
OFF/
-OFFING
OFFING
/N
FREOUEN
SCHARG
8.71
l00
US
YRS
0
EGUENCY
OVERT
W
352
.00
/ - Sta_77. 28
54.91
352
M �
= W
o
W Q
o a
- 340.�4
_
= 28 '
-
40.10'
344
336
328
320
°•
- - - - _PROP l5" RCP
�265- ----__
- -- i-
-�2.6%
-
344
a
.�
W
W
0
a
0
Q
�
� a
moo,
I
-BL- 22
-L1- STA 27+15.89 OFF 27.04' RT
ELEV = 341.51
336
D SPECIAL
TCH GRADE RT
-BL - 2
-L1- STA 30 +36.19 OFF 58.86' LT
ELEV = 336.01'
328
- STA25 +50
EV = 340.35'
KHA PROJECT:
012622011
320
-BL - 23
-L- STA 25+56.43 OFF 9.45' RT
ELEV = 545.01'
DATE:
s-25-2020
FINAL PLANS
41- PARK DEPOT GREENWAY
312
312
25 26 27 28
29
30
6

PAT MCCRORY
covemor
i;
DONALD R. VAN DER VAART
Secretary
Water Resources
ENVIRONMENTAL QUALITY
May 31, 2016
Town of Fuquay-Varina
Attn: Tracy Stephenson
401 Old Honeycutt Rd.
Fuquay-Varina, NC 27526
S. JAY ZIMMERMAN
Dtrector
DWR #15-0995
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0233) WITH ADDITIONAL CONDITIONS
Park Depot Greenway
Dear Ms. Stephenson:
You have our approval for the impacts listed below for the purpose described in your
application dated September 24, 2015 and received by the Division of Water Resources
(Division) on September 25, 2015 with additional information received on May 24, 2016. These
impacts are covered by the attached Water Quality General Certification Number 3890 and, the
conditions listed below. This certification is associated with the use of Nationwide Permit
Number 18 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you
should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge,
and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8)1
Division of Water Resources, Raleigh Regional Office, Wa[er QualiTy Operations Section h Phone a(919) 791-42o0b/W4/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Fax: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609

Park Depot GW
DWR #15-0995
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
0.03 (acres)
0 (acres)
Site 2
Buffers —Zone 1
Site 1
2,623 (square feet)
0 (square feet)
Buffers — Zone 2
2,216 (square feet)
0 (square feet)
Site 1
Buffers —Zone 1
0 (square feet)
0 (square feet)
Site 3
Buffers —Zone 2
1,104 (square feet)
0 (square feet)
Site 3
2. Diffuse Flow
All stormwater must be directed and maintained as diffuse flow at non -erosive velocities
through the protected stream buffers such that it will not re -concentrate before discharging
into a stream. [15A NCAC 02H .0506(b)(5)]
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification, All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502j
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 021-1.0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)j
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is

Park Depot GW
DWR #15-0995
401 AND BUFFER APPROVAL
Page 3 of 4
sold,
the new owner must be given a
copy of this approval
letter and
General Certification
and is
responsible
for complying with
all conditions.
[15A
NCAC 02B
.0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.51
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty I calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, INC 27609-6285
One (1) copy of the petition. must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,,NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
If sending via delivery service
(e.g. UPS, FedExJ:
Karen Higgins

Park Depot GW
DWR #15-0995
401 AND BUFFER APPROVAL
Page 4 of 4
NC DENR-DWR-401 & Buffer NC DENR-DWR-401 & Buffer
Permitting Unit Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699-1617 Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri
Smith at 919-791-4251 or [e-mail] if you have any questions or concerns.
Sin erel
DannySmit
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 3890
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr.,
Ste. 105; Wake Forest, NC 27597
Ross Sullivan; Kimley-Horn; 3001 Weston Pkwy.; Cary, NC 27513
DWR RRO 401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2015-01053 County: Wake County U.S.G.S. Quad: Fuquav-Varina
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Tracy Stephenson
Town of Fuquav-Varina
Address: 401 Old Honeycutt Rd
Fuquav-Varina, NC 27526
Telephone Number: 919-753-1039
Size (acres) Nearest Town Fuquav Varina
Nearest Waterway Black Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.5790581641902
Longitude:-78.7581074500116
Location description: Proposed greenway trail (-2,000 feet long) between the southern boundary of Honeycutt Road Park, on
the south side of Honeycutt Road, to the existing trail on the east side of NC Highway 55 in the South Lakes Subdivision
approximately 1,900 feet south of Old Honeycutt Road, east of Fuquav-Varina, NC
Description of projects area and activity: This permit verification allows for 0.03 acre of permanent wetland impacts from fill
associated with the construction of the Park Depot Greenway trail. No mitigation is required for this proposal.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: NWP 18 Minor Discharges
SEE ATTACHED RGP or 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 and your submitted application and attached information dated April 3, 2019. 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 (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
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 James Lastinger at [phone] or James.C.Lastinger(&usace.armv.mil.
Corps Regulatory Official:
Date: May 2, 2019
Expiration Date of Verification: March 18, 2022

SAW-2015-01053
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 our Customer Satisfaction Survey, located online at
http://cop2smou.usace.aIM.mil/cm apex/f?12=136:4:0.
Copy furnished:
Jason Hartshorn
Kimley-Horn and Associates
421 Fayetteville Street
Suite 600
Raleigh, NC 27601

Action ID Number: SAW-2015-01053 County: Wake County
Permittee: Tracy Stephenson
Town of Fuquay-Varina
Project Name: Town of Fuquay-Varina Park Depot Greenway Trail TIP U-5530GA Div5
Date Verification Issued: May 2, 2019
Project Manager: James Lastinger
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
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Dr., suite 105
Wake Forest, NC 27587
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

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Tracy Stephenson, Town of Fuquay-
File Number: SAW-2015-01053
Date: May 2, 2019
Varina
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.anny.mil/Missions/CivilWorks/Re ug latoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: James Lastinger
CESAD-PDO
69 Darlington Avenue
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, North Carolina 28403
60 Forsyth Street, Room 10M15
919-554-4884 ext 32
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]