20190370 Ver 1_U-4906 HYD_Permit_drawing_7-30-2019_20200306

Highway
Stor F
Iliki
(Version 2.08; Released April 2018) :A
North Carolina Department of Transportation °- °,
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS IIU
WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslow Page 1 of 3
General Project Information
WBS Element:
TIP Number: U-4906 Project Type: Date: 4/10/2019
NCDOT Contact:
don
7Castle
Contractor / Desi ner:
HNTB North Carolina, P.C. / Matthew D. Foster, PE
Address:dos
Blvd.
e, NC 28429
Address:
343 E. Six Forks Road
Suite 200
Raleigh, NC 27609
Phone:
910 341-2036
Phone:
919 928-6229
Email:
tmherndon ncdot. ov
Email:
mfoster hntb.corn
City/Town:
Jacksonville
Count ies :
Onslow
River Basin(s):
White Oak
CAMA Coun
Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
6.61 F Surrounding Land Use: Rural
Proposed Project
Existing Site
Project Built -Upon Area ac.
23.1 ac.
22.1 ac.
Typical Cross Section Description:
4 - 12' asphalt paved lanes, 2' paved shoulders, and grass shoulders sloped at 3:1 or
flatter
2 - I asphalt paved lanes
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 41,000 Year: 2040
Existing: 23,000 Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State project U-4906 involves widening SR 1308 (Gum Branch Road) from the west of Mills Fields Road (SR 1313) to East of Ramsey Road (SR 1324), adding 2 foot paved
shoulders to each side of Gum Branch Road, and improving intersections at Cow Horn Road, Quaker Bridge Road, Mendover Drive, and Ramsey Road. There are three
existing crossings at Unnamed Tributaries to the New River. Wetlands present within the project area.
Waterbody Information
Surface Water Body 1 : Bachelors Delight Swamp
NCDWR Stream Index No.:
19-5
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I
7/30/19

I lighway North Carolina Department of Transportation
Stormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslow Page 2 of 3
Additional Waterbody Information
Surface Water Body (2): UT to Half Moon Creek
NCDWR Stream Index No.:
19-6
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
I
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (3): 1 UT to New River
NCDWR Stream Index No.:
19-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (4): Cowhorn Swamp
NCDWR Stream Index No.:
19-4
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I
7/30/19

I ligp hWa North Carolina Department of Transportation
Storm Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: 40255.1.1 County(ies): Onslow Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Energy Dissipator
Type
Riprap Type
Drainage
Area
ac
Conveyance
Structure
Pipe/Structure
Dimensions
in
Q10
(cfs)
V10
(fps)
BMP
Associated w/
Buffer Rules?
13
-L- 155+67 RT
(3)UT to New
River
Std. Riprap Pad
Class'B'
21.0
Pipe
30"
9.0
1.2
N/A
34.87092,-77.49642
13
-Y2 REV- 17+47 RT
(3)UT to New
River
Std. Riprap Pad
Class 1
191.0
Pipe
48"
46.0
1.7
N/A
34.86993,-77.49676
Additional Comments
Keter to the NUUU I k3est Management F'racticeS I oolboX (2u14), NUIJU I StantlartlS, the retleral Highway ACIMinistration (rHWA) Hyclraulic Engineering Uircular No. 14 (HEU-14), I hlrcl ECIItion, Hydraulic Uesign bt Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
7/30/19

° 'o
Xim
Q
7/30/19
N :2
FTCTN7TV MA P
"J %—NAAX VVL XLY AA\%/\J l l VLt
BEGIN TIP PROJECT U
POT STA 30 + 50.00
-dal— -
TO RICHLANDS
SR NCH ROADI
08
<GUM BRA
V A X-& 1 JLi mil' 1,4 mil% A ILA X-&
T)TVT.qTON 01P T4TC.T4W A X.C%
ONSLOW COUNTY
LOCATION. GUM BRANCH ROAD (SR 1308) — WIDENING FROM THE WE;
MILLS FIELDS RD (SR 1313) TO EAST OF RAMSEY ROAD (SR
TYPE OF WORK: GRADING, PAVING, DRAINAGE
AND SIGNALS
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 2
1 a0 W Lu
y �aoo
y N�C Ca
1
SITE 3
�
3w
k* DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD
AKII1 r/1 AAD4.1 LDr1AA rll IAIICD DDII'lr_C DnArt Tr1 CI1r_C\A/nr111 r%DI\/C
-Ll- STA 10 + 00.00
END CONSTRUCTION
-L- POT STA 2 80 + 00.00
ti��LF
O
Q
^o° BEGIN CONSTRUCTION
3Q -Ll- POT STA 13 + 73.3,e
r° END RESURFACING
Ll- POT STA 14 + 00.
RMt
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W�YA
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U-4906
1
RAn R701.M0.
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40255.1.1
STP-130812
P.E.
40255.2.2
STP-1308 12
R.O.W., UTIL.
40255.3.3
STP-130812
CONST.
T OF
1324)
PERMIT DRAWING
SHEET 1 OF 22
END CONSTRUCTION
-Ll- STA 23+25.00
BEGIN CONSTRUCTION
-Ll- STA
44 + 52.50
s
BEGIN CONSTRUCTIO
F1-10�
vv
END RESURFACING
e2 0
a o�� o
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-Ll- STA 58 + 82.30
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00
END CONSTRUCTION
SITE 5
TO JACKSONVILLE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
P�H Office
HYDRAULICS ENGINEER
ADT 2019 = 23000
N T B N 1 1 T L
GaNA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C�NTB Rale NORTH NorCA1th
pov'cnery
50 25 0 50 100
NC License No: C-1554
e°=:;%Ess' q°O
t 00
ADT 2040 = 41000
p
K = 8 /o
` 15]ba
I ` s
2018 STANDARD SPECIFICATIONS
DOUGLAS M. WHEATLEY. PE
PLANS
PROJECT ENGINEER
D = 60 %
LENGTH OF ROADWAY TIP PROJECT U-4906 = 6.605 MILES
PE'
SIGNATURE: �°' '°
O S
ROADWAY DESIGN
ENGINEER ,"" 'C'ARo� .,,
° FESSo9",'.,
50 25 0 50 100
T = 4 % *
** V = 60/50 MPH
* TTST =1% DUAL 3%SEAL
TOTAL LENGTH OF TIP PROJECT U-4906 = 6.605 MILES
RIGHT OF WAY DATE:
JUNE 28, 2017
CORY R. GRELL, PE
' e
�
•
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
10 5 0 10 20
FUNC CLASS =
LETTING DATE:
0 436 86 (:
Tw
MINOR ARTERIAL
STATEWIDE TIER
APRIL 16, 2019
MICHAEL BASS
';G F*GjxE
"SM
PE
SIGNATURE:
NCDoz coxracz
PROFILE (VERTICAL)

30'
NOTE: CENTURY -LINK RECORDS INDICATE A Sh
BURIED F.O. HAND HOLE IN THIS VICINITY.
UNABLE TO FIELD LOCATE THIS STRUCTURE.
O
O
MICHAEL BYNUM
O ESTATE FILE OF SARAH MAZINGO
+ (5-11-11-DOD)
10
`\I
� waoos N
W
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12'ON'WgsA-- ss
2 F_
U
NO7E APPROXIMATE w OF 7RANSID 70 14�HDPEION N
UNDER CREEK. PIPE
CHARLES WESTMORELAND,et of
30' Public Trust
Shoreline AEC
NN T B LicenseoNo:
200
N0
C-1554nas2]609Uite
�.p Q
ti
ANDREW WESTON, et al
T AECt
I30' Public Trust
Shoreline AEC SUZANNE POSTE
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Z_
SUZANNE POSTE
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STING F/FWI�
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R P 18' RCP L
— F . REf�PL _F PL
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SR1308 - GUM BRANCH RD.
(AATUR)
(AATUR)
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SEED TAIL 1
% N
F______30' Public Trust
Shoreline AEC
O
KEITH GURGANUS
DETAIL 1
SPECIAL LATERAL 'V' DITCH
IN— Swle)
Na,urol Fill
Ground 3.] . eta Slepe
D
D— 1.0 B.
FROM -L- STA. 75+50 TO STA. 77+50 RT
PROJECT REFERENCE NO.
SHEET NO.
U-4906
7
RNO SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PERMIT DRAWING
SHEET 2 OF 22
N.
GEORGE NEWBOLD.
et ux
DB 473 PG 221
x 0
CHL p
BKD
I-X
' NJ
15' PEACH
CIS" RCP IS' R
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DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4, MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
7/30/19 1
FOR -L- PROFILE, SEE SHEET 28

�
�
SHEET NO.
RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS O11ANO USABLE SHOULDER (4'kNN|MUM)
NOTE: ALL DRIVEWAY RADII ARE 10'UMLES3 OTHERWISE NOTED
FOR -L- PROFILE, SEE SHEET 28

7/30/19
C�INTB HNT13 NORTH cnROLiNn, P C. PROJECT REFERENCE NO SHEET NO.
\ 343 E. 6ix FO rka R08tl, Suite 200
V Raleigh, North CapOlina 27609 U-4906 13
NC License No: C-1554
nRW SHEET
ROADWAY DESIGN HYDRAULICS
1� ENGINEER ENGINEER
ASHLEY K. & EDNA P. &
0 O KATHRYN M. FAIRCLOTH FRANKLIN MARSHBURN
� � FILL N /� 2
GEORGE FRANKLIN WETLANN
& EDNA MARSHBURN
EX A TION,��
CLASS 'I' RIP -RAP -
O EST. PERMIT DRAWING
10 TONS SPEC. AT.'V' DIT IN, W E Ng
"
Not FG
26 EST. 38 SYGF SEE DETAIL 5
MARGARET M. 4'STD.BASEDI7CH M CHANIZED AINGo e/ �.' - /ice * ti a�. SHEET 4 OF 22
THOMPSON SEE DETAIL 9 IN
ETIJ'1/ / k
S E 5.0%
DDE = 5 CY G a T -/ 0
A 0 083/
TEMP. I ACTS IN SITE 1 �� � ��� ���� � � . �� SITE 2 0o NSRS '2
f s> SURF TER SPEC. AT. 'V' DITCH / / / i SP C. AT.'V' DITCH
X 1Nc SEE DETAIL 5 s /� �. E DETAIL 5 32 -
SRr93a\\ s \ B RCPIVrPG j M ,I
AG �� :15 � QV EiP ZELMA RAHAL, et 01
w IMPACTS IN �
SURFACE WATER A EMO E e I�R 93
� E/ �� n- - � � LEGEND
„P
& / SY S SURFOTES IMPA ACE WATERTS IN
k
DEN ES TEMPORA
DD CLE
3�Ra t\� R\ REMOVE RY
IN WETLAND ® IMPAOCTS IN SURFACE WATER
s. M�
mk soi i DENOTES SLABVLID/� PPE,\r1G �_,� 18" RCP —IV
CLEARING
a•: .•. AG MECHANIZED
E TES DENOXCAVATION
D TES ND
EX
k IS BLK j
BUS HTR RONALD J. DENOTES FILL IN
\•e ��P /"Jg{L �� & KATHEIR WETAND
PEC. AT 'V' DITCH SEE DETAIL 5 �>> / `� ,rp \� `` CZOSNYKA ® CLHAND
EARING
P. IMPACTS I P 31
RFACE WATE GARY DALE JR &
/'' "GAP "'�� RE7AI \ JACOB ERIN MARSHBURN
C. A7. 'V' DITCH /�
SEE DETAIL 5 A �
SPEC.
s A C
RETAIN
i F
WILLIAM HANCOCK. et ux \ / C O \ e DETAIL 11
STANDARD BASE DITCH
o co 1 Not ro xalal
30" RCP —IV - ���0 R / j/ DITCHAT.8.25 0 �\ C9 ZELMA RAHAL, et al Notaral
Ski Nj/ / SEE DETAIL 5 ��+V Greoed ?.7 D ry4
I ee II
"REpMOVE SPEC. AT.'V' DITCH q \P \ B Min D= 2.0 Ft.
SPEC. APE T.'V' DITCH / / — 24 SEE DETAIL _ _ _ SC. AT.'V' DITCH
SEE DETAIL 1 PASTURE F SEE DETAIL 1 FROM-Y2_REV- STA. 17+60 RT.
CLASS 'B' RIP -RA
EST. 8 TONS
EST. 21 SYGF F S \\��O
4' AT. BASE DITCH CLASS 'I' RIP -RAP S
SPEC. AT. 'V' DITCH SEE DETAIL 10 EST. 45 TONS IMPACTS PACTS I N \\ � � \ SEE DETAIL 5 EST. 65 SYGF �.r ��
30" RCP -IV V SFD
4' STD. BASE DITCH SURFACE WATE I�
1B W/SLAB LID SEE DETAIL 9
/ DDE = 325 CY SITE
IMPACTS IN
SURFACE WATER m ° v\v b
D t /� v1v v �o BETTY CULLIPHER, et al
OB 1450 PC 289
1
BETTY CULLIPHER, et OI SE STD. BASE DITCH CEMETERY
S'STD.BAE -TEMP. IMPACTS INS .
DDE-335 CY� \ \\ !
SURFACE WATER
DETAIL 5 \✓ \ \
s'] SPECIAL LATERAL 'V' DITCH \ \ \
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00 DETAIL
O DETAIL 9 DETAIL 10 Ground
O Fill SPECIAL LATERAL 'V' DITCH \� \
STANDARD BASE DITCH LATERAL BASE DITCH D Slope INa fo smlal Q \
� 1 Nono xalal 1 Nono scnlal Min. D= 1.0 Ff.
b Noturol 1 FII �p \\
NaNrol Norurol Ground 3.7 alopa 00 \ \ \1\
2 Greun ?. Ground ?; 1Ff. Fill D S
D ti` FROM -L- STA. 155+00 TO STA. 156+00 RT. \
N slope Min. D= I.
a I e I 6= 4.o Ft. I ,I Mir,. D= 2.o Ff. FROM —L— STA. 155+23 TO STA. 157+00 LT.
Min D= 2.0 Ff. 6- 4.0 H. FROM -L- STA. 158+24 TO STA. 159+36 LT.
FROM -L- STA. 161+07 TO STA. 164+75 RT. M \\ \ \
o_ b= 5.0 H. FROM -L- STA. 159+36 TO STA. 165+00 L7. FROM -L- STA. 152+00 TO STA. 155+23 LT. \ \
FROM -Y2 REV- STA. 13+00 TO STA. 14+00 RT. \ \ \ \
FROM -L- STA. 155+68 RT. TO -Y2 REV- STA. 16+00 RT. FROM-Y2_REV- STA. 16+00 TO STA. 17+50 RT. - FROM FROM 2 STA.164+75 TO STA. 165+00 RT.
i -L- STA. 159+36 IT. FROM -Y2 REV- STA. 15+00 TO STA. 17+09 LT. - \�
sQ so' o' Sc 100, 150, DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) FOR —L— PROFILE, SEE SHEET 31
GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2—REV— PROFILE, SEE SHEET 38

7/30/19
C�INTB HNTB NORTH cnROL Nn, P C. PROJECT REFERENCE NO SHEET NO.
\ 343 E. Six FO rka R08tl, Suite 200
V Raleigh, North Carolina 27609 U-4906 13
NC License No: C-1554
SHEETRW
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�O
O ,,45--_, ASHLEY K. & ��-_e EDNA P. &
' ./'� KATHRYR M. FAIR%OTH FRANKLIN MARSHBURN
2,7
FILL N �- 2
GEORGE FRANKLW---- WETLAN�
&,EDNA MARSHBURN
,- _ -- - EXCA TI0N'1ACLAS��
EST.1 'TRIPRAP NPo PERMIT DRAWING
O EST. 10 TONS S�ECaAT 'V' DIT I W E N `
26 EST. 38 SYGF i a ,� 'SEE DETAIL 5 IFS
M CHANIZE ING E �' ti SHEET 5 OF 22
MARGARET M. - � i I 4`aTD. BASE DITCH /
i THOMPSON �, I Sl D5.0%
LAN
DOE = 5 CY i `______, G A '^'
00
/ /
//
0 $ o
TEMP. I ACTS IN � SITE 1 � � �i �� " � � �� - - �- �� NSRS p7
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�
SEE DETAIL 5 „ - 48�. _ // E DETAIL 5 - --
sgg�B�� �T 4 B i RCP -IV
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A t
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r
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a \_ a ro
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DENOTES TEMPORARY
3a � p a � _ _ A� � ��� � ""'IN,� oea REMOVE I N � IMPACTS IN SURFACE WATER
SLAB PPP cC18" RCP-111V
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CEANG
P
30® DENOTES EXCAVATION
i
IN WETLAND
HTR RONALD J. DENOTES FILL IN
'ATHERIN WETLAND
SNYKA
LAT 'V' DITCH $EE DETAIL 5 �'�>>- a0 i J �T(` CDENOTES LEARING HAND
J
IP 31
WAT
.I PA I
SEE DETAIL 5 RACE E GB E DALE JR &
�s
RETAIN � A � F JACOB ERIN MARSHBURN
SPEC. LAT. 'V' DITCH
i \ pUE /
/ / j ii Ept6 •m� m RETAIN
WILLIAM HANCOCK.et ux� //��, // . O 6/ BOG - DETAIL 11
STANDARD BASE DITCH
\ S / L - `C ( Not ro kale)
i / O O
a
L
30" RCPSPEC. LAT,
-IV 0�\O R /// / ` DITCH V �\ \ c 8.25\\ / ZELMA RAHAL, et al coed
S`� N SEE DETAIL 5
Mi 12.0 Ft.
IeI
\R�QVFLAT.'V' DITCH q� zs �1� �� \ 'A " Min D= 2.0 Ft.
$PEC. LAT.'V' DITCH /v/ - - - ° =� SEE DETAIL _ _ o \ ` SPEC. LAT.'V' DITCH
SEE DETAIL 1 PASTURE / �� SEE DETAIL 1
p � do � � � FROM-Y2_REV- STA. 17+60 RT.
-
/ CLASS ' RIP- o�
ESB TONS �'so- _ $
EST.T. 21 SYGF
P� 4' LAD BASE DITCH :CLASSSl:4 'I' RIP RAP S
SPEC. LAT.'V' DITCH - SEE DETAIL 10 EST. 45 TONS IMPACTS
A A P A CTS IN
I \ �� \
TVT /FA J I V / SEE DETAILS EST. 65 SYGF \ a \�. ISFD
30"RCP-IV 4'STD. BASE DITCH I SURFACE WATER
Qi 1B W/SLAB LID SEE DETAIL 9 A o0
DDE 0.3325 CY
IMPACTS IN
SURFACE WATER
BETTY CULLIPHER, et al
N� OB 1450 PG 289
12'STD. BASE DITCH JJJJJJ CEMETERY \'
—TEMP. IMPACTS IN
BETTY CULLIPHER,et al
SEE DETAIL 11 + t,�
D DE 3 35 CY SURFACE WATER
� / Q D=
DETAIL 5o,
S SPECIAL LATERAL'V' DITCH
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00 DETAIL'
�O DETAIL 9 DETAIL IO Ground Fill SPECIAL LATERAL 'V' DITCH a
p Slope
STANDARD BASE DITCH: LATERAL BASE DITCH
e Mono s�elel INono scnlel �' Min. D- 1.0 Ft - a�-' i
�n
Nmu,ol b
N•w.ol I v D st°P' _ -- - oy. �Z rQe.
s c,ee� L7 D ry? c,oeoa L7 D ry? , t^,F+ iF�II FROM -L- STA 155+00 TO $TA. 156+00 RT.
N slop• M n. D ``7 0 Ft
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GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2—REV— PROFILE, SEE SHEET 38
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NC License N0: C-1554
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DETAIL 1
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50, 0' 50, 100, 150'
GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
7/30/19
\ DONNA GREGORY
BECKER,et ux
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C�INTB HNTB NORTH 1.,Ike RA, P C. PROJECT REFERENCE NO SHEET NO.
343 i, Bix FOrk3 R0a0, Suit¢ 200
Raleigh, North Carolina 21609 U-4906 14
NC License N0: C-1584
RNO SHEET NO.
ROADWAY DESIGN HYDRAULICS
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HISTORIC PROPERTY
e-,_____ ( --- AA
50, 0' 50, 100, 150'
GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
7/30/19
FOR -L- PROFILE, SEE SHEETS 31 AND 32
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KAKI MORN, et 01 v / - /°s'I ---asp
HISTORIC PROPERTY
e-,_____ ( --- AA
50, 0' 50, 100, 150'
GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
7/30/19
FOR -L- PROFILE, SEE SHEETS 31 AND 32

7/30/19
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E G E N D ROADWAY DESIGN
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FOR -Y5- PROFILE, SEE SHEET 39

7/30/19
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NC License N0: C-1554
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TEMP. IMPACTS
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CULVERT CHA L
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SEE DETAIL 1 � r
C�INTB HNTB NORTH 1.,O. RA, PROJECT REFERENCE NO SHEET NO.
343 E. Bix EOlk3 H0a0, Suit¢ 200
Hale,_ North Ca1Olina 21609 U-4906 16
NC License N0: C-1584
RNO SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
TEMP. IMPACTS
IN SURFACE WATER
PERMIT DRAWING
SHEET 11 OF 22
DDDDDD
DENOTES IMPACTS IN
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DENOTES TEMPORARY
RETAIN MH w
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• • • •• •
GRAPHIC
IMPACTS IN SURFACE WATER
7/30/19

SHEET NO.
16
N
1
3NTB NORTH CAHOLACite
PROJECT REFERENCE
NO.
43 E. Six 'k3 ,PSu
H 9aleig, 'th Carolina 2]602U-4906CNTB NCLicenNoN0:
C-1554
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
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IMPROVEMENT` ------ SHEET 12 OF 22
(UPSTREAM)
SEE DETAIL 1 TEMP. IMPACTS
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DDDDDD
Qi
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CLASS 'I' RIP -RAP
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EST. 57 TONS
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GRAPHIC
7/30/19

SHEET NO.
16
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TEMP. IMPA TS
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3NTB NORTH CAHOLACite
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NO.
43 E. Six 'k3 ,PSu
H 9aleig, 'th Carolina 2]602U-4906CINTB NCLicenNoN0:
C-1554
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
LEGEND
DENOTES IMPACTS IN
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DENOTES TEMPORARY
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-TEMP. IMPACTS
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HYDRAULICS
ENGINEER
PERMIT DRAWING I
SHEET 14 OF 22
SEE DETAIL 26
\
CLASS 'I' RIP -RAP
,
EST.57 TONS
ti�9O
EST. 104 SYGF
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(NO RIP -RAP IS TO BE
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7/30/19

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DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
RESIDENTIA-
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JOHNNIE CARSON
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PROJECT REFERENCE NO.
SHEET NO.
U-4906
16
RNO SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PERMIT DRAWING I
SHEET 15 OF 22
7/30/19

LO
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C�NTB3HNT43 . S , Fork, NA, P C PROJECT REFERENCE NO SHEET NO,
343 E. Six Folks ..li Suite 200 nL
fl ale i0h, North Carolina 2]609 U-4906 26
NC License No: C-1554
RW SHEET NO.
ROADWAY DESIGN r HYDRAULICS
ENGINEER ENGINEER
NAD g3,,
LEGEND ` NSRs 200,
® DENOTES EXCAVATION
IN WETLAND
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DETAIL 7
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FROM —Ll— STA. 77+27 TO STA. 78+20 LT.
PERMIT DRAWING I
SHEET 19 OF 22
7/30/19
NC
50' 0' 50' 100' I50'
GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS

7/30/19
C�NTB 3HNT43 . S , Forks NA, P C PROJECT REFERENCE NO SHEET NO,
343 E. Six FOfks Ii Suite 200 nL
fl ale i_ North Carolina 2160
9 U-4906 26
NC License N0: C-1554
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
NAD g3,,
LEGEND ` NSRs 200,
® DENOTES EXCAVATION
IN WETLAND
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GRAPHIC SCALE NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS
PERMIT DRAWING
SHEET 20 OF 22

WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size/Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Bank
Stabilization
(ft)
1
-Y2- 14+50 to 18+12 RT/LT
30" RCP/48" RCP
0.026
0.003
1
-Y2- 14+50 to 18+12 RT/LT
4' STD. / LAT. Base Ditch; 12' STD. Base Ditch
0.071
0.004
1
-L- 159+33 to 159+43 LT
48" RCP; Junction Box
0.003
0.002
2
-L- 164+70 to 165+91 RT
Roadway Fill / Spec. LAT. 'V' Ditch
0.005
0.005
0.017
0.037
3
-L- 200+46 to 201+04 LT/RT
87" X 63" CAAP
0.014
0.006
18
28
25
4
-Y5- 11 +94 to 12+20 LT/RT
87" X 63" CAAP
0.005
0.009
39
18
5
-L1- 78+40 to 79+07 LT
Grade to Drain (GTD)
0.009
TOTALS*:
0.005
0.014
0.017
0.037
0.118
0.024
18
67
43
*Rounded totals are sum of actual impacts
NOTES:
Permanent Fill in Wetlands: 196.020 SF
Excavation in Wetlands: 605.484 SF
Mechanized Clearing in Wetlands: 757.944 SF
Hand Clearing in Wetlands: 1616.076 SF
CAMA AEC Buffer Impacts: -L- Sta. 73+89 to Sta. 75+09 LT / RT; 0.000 SF Cow Horn Swamp
-L1- Sta. 12+33 to Sta. 13+58 LT; 1899.657 SF (Hand Clearing uplands) Batchelors Delight Swamp
-L1- Sta. 81+25 to Sta. 81+47 LT; 253.194 SF (Mechanized Clearing uplands) Half Moon Creek
ised 2016 09 09
7/30/19