20190466 Ver 1_470035_Permit Drawings_20190603_20190613

II
See Sheet 9-A For Index of Sheets
See Sheet l-8 For Convetional Symbols
See Sheets IC-1 & IC-2 For Survey Control Shee
PUNGO RIVER
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VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
HYDE CO UNTY
LOCATION: BRIDGE NO.35 OVER SLADE CREEK
ON SR 1143 (SLADES VILLE-CREDLE RD. )
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
NAD 83/2011
STATE
BTATE PROIBCT REPBR6NC6 NO.
SNBOT
TOTAL
SHEBTB
N.�.
1713PA.R.83
SSATB PROLNO.
F. A.PROl.N0.
D69CR�TION
176P.1.R.83
PE
17BP.1.R.83
ROW, UTIL.
17BP.1.R.83
CONST.
_
_
PERMIT DRAWING
SHEET 1 OF 6
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
�1 of Trans
W/ ro 1223 JONE5 FINK ROB
HYDRAULICS ENGINEER
I ETHERILL surte16eL1N
®
g°o?••'Essi ' %�'s
24�oe otil,q
50 25 0 50 100
ADT 2017 = 140
ENGINEERING Roiesn.N<.2-6
Lirenx No.F-03JJ
Sue: 9198A SWI
SEAL
Roam
ADT 2037 = 150
K = 10 %
LENGTH ROADWAY TIP PROJECT 1713PA.R.83 = 0.067 MILES
9w es eloJ
18462
®�
PLANS
2018 STANDARD SPECIFICATIO
= o
/o D 60
TIP
LENGTH STRUCTURE PROJECT 176P.1.R.83 = 0.016 MILES
RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE
S1
SIGNATURE: quuu"
50 25 0 50 100
T = 6 % *
V = 40 MPH
TOTAL LENGTH TIP PROJECT 17BP.1.R.83 = 0.083 MILES
PROJECT ENGINEER
—AUGUST 16, 2017
A
pnFFn
ROADWAY DESIGN 'r �a.....
ENGINEER F=p�FE55/Ro, !"
PROFILE (HORIZONTAL)
* TTST =2% DUAL 4%
LETTING DATE: BOB A. MAY, PE
10 5 0 10 20
FUNC CLASS — LOCAL
SUBREGIONAL TIERB^NE
OCTOBER 16,2019 PROJECT DESIGN ENGINEER
21116
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SIGNATURE:
OR pR�fl6��
NCDOT CONTACT. JOHN S. ABEL, JR.
DIVISION 7 BRIDGE PROGRAM MANAGER
PROFILE (VERTICAL)

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IN ETHERILL 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
Raleigh, N.C. 27606
Note: Hi -Viz Fencing to be WETLAND AND SURFACE WATER IMPACTS PERMIT ENGINEERING License No.F-0377 7BP.l.R.83 4
installed around NR-Eligible DENOTES FILL IN BUS: 9198518077 RM1V SHEET NO. ___
Properties before construction WETLAND Fax: [phone] ROADWAY DESIGN HYDRAULICS
DENOTES EXCAVATION TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
IN WETLAND QVIUSITE DESIGN - GIS/GPS- CONSTRUCHON OBSERVATION
SHnCA2p ��`�mAR�li
ExistingPowedrele hone Line � ,,,,"
DENOTES HAND
p CLEARING �=04oFE55/p��9�•�� �.`��. �EE55/p� 9�•.�
Proposed Power/relephone Line '
100' 0' 100' GLI SEAL - SEAL
21116 18462
GRAPHIC SCALE ,,,, �O �uinM`��,,,,,,• ,,,,,�� �urinu��JO`,,:
io R ELI IBLE PR PER
PERMIT DRAWING
SHEET 2 OF 6 DOCUMENT NOT CONSIDERED FINAL
ST JOHNS EPISCOPAL UNLESS ALL SIGNATURES COMPLETED
RICHARD H. CREOLE CHURCH =
MADGE J.WILLIAMS z -L- STA. 1MSLLB
JEFF M. CREDLE & _ �S n
RICHARD H. CREDLE _ _ + TYPE B-77
n SHOP CURVED
.� —D 0 —I1 PS
:
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N TYPE -III I TYPE B-77
LC\'3 $HOP CURVED
ROP. SHEET PILING E D APP. 24.
06
BEGIN DIRECTIONAL
BORE SKETCH SHOWING PAVEMENT/STRUCTURE RELATIONSHIP
CHARD
. ELF
o M, RI CREOLE PROPOSED EXCAVATION
4Y EST. 58 CY
} NO DECK DRAINS REQUIRED
ON THE BRIDGE PROPOSED SHEET PILING
TOOLEY PROPERTIES
LLC -L-LT. STA. 13+67.93 TO 15+32.28
Mnl T cE TING WATER_ MARSH AREA -L-RT. STA. 15+05.49 TO 15+32.28
= w PROPOS WATER LINE 20
(DIRE NA BORE)
EM1AINTFNANCE --� --� � �.de M1
•,C� Mai TpNa CF �' 0ti 4tiw
,� TO SIL_-CRU
R 1145DE%15T.ft\W ey MaMTENANC _ _
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SLADES
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END DIRECTIONAL
PIER 'L^ KEECH
MARSH AREA MAD JAIL JAMS � 3 ,OS•60'S RUINS, G,
/ BORE
1 ASCMIT S SCRRE DE VOLUNTEER
`�9 SEPTI SCMITT ARMSTRONG FIRE DEPARTMENT
9 ��/TAN 3 z TEXES L
cR EK y ti Oy q SEARS
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JOESPH M. / \ ✓ \vc 2 �a m DMITC HY S
HOLLOWELL MITCHELL
ALBIN B. SEARS
j5 • Y \ a
HAND CLEARING m P0C
GLADE S. HARRIS / FILL IN WETLANDS Po kFr 4 SCATTERED g` -
NR ELIGIBLE PROPERTY CLASS B RI RAP SURFACE WATER IMPACTS Pq cF TREES = w EXISTNIG WATER MAIN
3 TONS RI RAP EXCAVATION IN WETLANDS �'
9 SQ. YDS GE cb� -� 4gxy li MARSH AREA
SCTTT S D roI
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l MACK
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In SITE 1 ENLARGEMENT / z
2X ENLARGEMENT
E
MELODY C.
WILLIAMS
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y ALL WETLANDS ARE DETERMINED BY CLAY WILLIS
O DIVISION ENVIRONMENTAL OFFICER AAS WETLANDS A,B,C,D
HAND CLEARING
sw FILL IN WETLANDS
.
SURFACE WATER IMPACTS
Dw. EXCAVATION IN WETLANDS
SEE SHEET 5 FOR PROFILE
SEE SHEETS S-1 THRU S-22 FOR STRUCTURE PLANS

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OACE WAERTES TS IN ETHERILL 1ZZ Raleigh,Jones NC.Franklin7 6 PROJECT REFERENCE NO. SHEET NO.
Note: Hi -Viz Fencin to be �.t' L ENGINEERING License No. F-0377 78P.1.R.83 4
installed around NR-Eli ible / �- '\ — DENores FaL IN Bus: 9198518077
g \ WETLAND Fax: [phone] R>W SHEET NO. ___
Properties before construction / �^ / \ -\ \ r -- 1 \ ROADWAY DESIGN HYDRAULICS
` ` / _ \_\\ �\\��l Z.� DENOTEWETLANDTION TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
\ / \\ CINUSITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION ,T'1„"„" ♦,,,����,,,,,
Existing Powerelephone LWine r \` �' /' '\'\I `\�1 \�� \I���t �`)! \'�.i ,\ �2^�\'_UiU_\�_�\ hI� IIII I \��\!��\`�, t✓4'�> � S GLI ''♦•4. `s� .CA �Q�:;% �♦ C••'•4 [r..SEAL
.CDENOTEHAND
CLEARING 5.5.A./.
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A'GINE`' '. q'••:PGINE .: `>♦'�
GRAPHIC SCALE •oauuno• muuT♦♦♦♦
I / \ >� PERMIT DRAWING
r f ` \ ,-- 1 S DOCUMENT NOT CONSIDERED FINAL
o\ \) I l\ \ I HEET 3 OF 6
T JOHNS EPISCOPAL,- i / /) `I x\ i (\ram , L \\ l _ \' --% 1 UNLESS ALL SIGNATURES COMPLETED
/ \\I \\ \ 1\ •�_ RICHAf`CREDLE N CHURCH /
- I \\ 1J.- `\
�, I I \ MADGE 1�.IL IAM� I"/ ` < ` / \ z 2^ /
\ \ `---______,J I , -LE STA. GIN PP. SLAB
\ \J• l S' 1 �`_________ D t TYPE B-77
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SHOP CURVED
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SHOP CURVED
E DAPP. LAB
L7 \ I \✓ �,1 i \�\���J I 1 �\,%� 1 li�-$m\ / ,\�_� \\`/ �J� �� >\�� ) / -/ I\ t \ -- + -- + .
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C1 I `•� \ �� I\, �� BORE_7— j , \\ / )\ / (_/ / \ \\ \\ ,\ ��; ' \ ,SKETCH SHOWING PAVEMENT/STRUCTURE RELATIONSHIP
i \ `'' GI�-- I i / , o II I/ i \ \ \�' fiIQHARD r l \ I �'' �I '� , N \ , PROPOSED EXCAVATION
EIG
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\I I V \ 1 \ J".�1 �-1� \ 1 m \ `/ 1 I\\ ' / �-`� / I, �. \ _/.'I STA. 14+30 RT.
1) 1 NYT REQUIRE
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t PRJ ' 11 S I \ / // -L-LT. STA. 13+67.93 TO 15+32.28
/ i 11 0'i /' \ L RT. STA. 15+05.49 TO 15+32.28
LLC I \g\\ / n \
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HAND CLEARING �_,�-?% - < j �% ✓ \
FILL IN WETLANDS
SURFACE WATER IMPACTSI'1v,v N Z All 1 %
EXCAVATION IN WETLANDS \ I ,�` :`��� AI
SEE SHEET 5 FOR PROFILE
SEE SHEETS S-1 THRU S-22 FOR STRUCTURE PLANS

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Coastal
Wetlands
(ac)
Temp.
Fill In
Coastal
Wetlands
(ac)
Excavation
in
Coastal
Wetlands
(ac)
Temp.
Excavation
in Coastal
Wetlands
(ac)
Hand
Clearing
in Coastal
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 14+82 to 15+52
1 @30', 1 @50' 21 " Cored Slab
< 0.01
< 0.01
< 0.01
**
17
TOTALS*:
< 0.01
< 0.01
< 0.01
0.01
140
*Rounded totals are sum of actual impacts
NOTES:
SITE 1:
Permanent Surface Water Impacts = 67.7 Sq. Ft. (0.002 Ac)
Permanent Fill in Coastal Wetlands = 135.9 Sq. Ft. (0.003 Ac)
Excavation in Coastal Wetlands = 69.6 Sq. Ft. (0.002 Ac)
Hand Clearing in Coastal Wetlands = 78.2 Sq. Ft. (0.002 Ac)
2013 1024