20210627 Ver 1_15614.1075010_Permit_Drawings_2021-04-15 (002)_20210420

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H:.. North Carolina Department of Transportation ��
Highway Stormwater Program zy
11 STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 15614.1075010 TIP No.: County(ies): Polk Pa e 1 of 1
General Project Information
WBS Element: 15614.1075010 TIP Number: Project Type: Other Date: 415/2021
NCDOT Contact: David McHenry Contractor/Designer: TGS Engineers(Ben Henegar,P.E.)
Address:NCDOT-Highway Division 14 Address:706 Hillsborough Street
253 Webster Road Suite 200
Sylva,NC 28779 Raleigh,NC 27603
Phone:[phone] Phone:[phone] ext.123
Email:[e-mail] Email:[e-mail]
City/Town: Columbus County(ies): Polk
River Basin(s): Broad CAMA County? No
Wetlands within Project Limits? No
' Project Description
Project Length(lin.miles or feet): 0.89 miles Surrounding Land Use: Forest,Rural Residential
i i Proposed Project
Project Built-Upon Area(ac.) 13.5 ac. 13.2 ac.
Typical Cross Section Description: Concrete barrier in median,two 12'wide paved travel lanes on LT,three 12'wide paved Concrete barrier in median,two 12'wide paved travel lanes on LT,three 12'wide
travel lanes on RT,two 14'paved shoulders,SBG on LT,12'concrete ditch on RT,and paved travel lanes on RT,one 14'paved shoulder on LT with 6"curb,one 10'shoulder
grassed side slopes 2(H):1(V). on RT with 6'concrete ditch,and grassed side slopes 2(H):1(V).
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 44,000 Year: 2019 Existing: 44,000 Year: 2019
General Project Narrative: State Project#15614.1075010 involves the rehabilitation/replacement of storm drainage systems along 1-26 and above/below SR 1122(Howard Gap Rd.)near Columbus,
(Description of Minimization of Water NC. Repair of SR 1122(Howard Gap Rd.)is not proposed on this project.
Quality Impacts)
Waterbody Information
Surface Water Body(1): North Pacolet River NCDWR Stream Index No.: 9-55-1-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Trout Waters(Tr)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

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STATE OF NORTH CAROLINA STATE REE SHEETS
See Sheet 9A For Index of Sheets STATE PROJECT REFERENCE NO. NO.
O H. N.C. 15614.1075010 1
1151 END 1142 BEGIN DIVISION OF HIGHWAYS STATE FRa.Na F.AFRUI.NO. RR,PNON
"PR•JE �� PRJECT 15614.1075010 WA PE
tr) 0 15614.1075010 N/A RAN & UTIL
136 15614.1075010 N/A CONST.
Z POLL COUNTY
153 /
1190
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• ri,," , ' ® 1136 �♦ 1135 , Q
Kl. , Mt e
1188 / /�
,._...,... 113 IL
1188 LOCATION: I-26 (FROM APPROX.MM 64 TO APPROX.MM 62.5)
i In ‘2 d
25
3 TYPE OF WORK: GRADING,DRAINAGE AND PAVING
�1 ^ i� PERMIT
RMIIETDI OFI8G
11]5 ig---`a
i2'6� ,1 1123 ` i
V1 43
_ , • 1509 - _ 151` H
►V` 1107 .12 Ui 150E 1 ;'1506-ham- I
L11114 1508 0 WETLAND AND SURFACE WATER IMPACTS
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—126— STA. 416+14.09 �� 8 ro
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° CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS LIMITED TO INTERCHANGES. DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
o ' • THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
� r , NCDOT CONTACT: JEANETTE L.WHITE, PE HYDRAULICS ENGINEER
v GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
PLANS PREPARED BY: PLANS PREPARED FOR:
ADT 2019 = 44,000 �y-�c NORTH CAROLINA DEPARTMENT
aLENGTH ROADWAY PROJECT I-26 = 0.892 MILES
O 50 JS 0 SO 100 1VJ TGS ENGINEERS OF TRANSPORATION AaQ ®� WORi-i
CD i I 1 I I V = 70 MPH TOTAL LENGTH PROJECT 1-26 = 0.892 MILES 804-C N.LAFAYETTE Sr
/` SHELBY,NC 28 150 DIy15lON 14 Ca$�
-0 FUNC CLASS = I� PH [phone] 253 WEBSTER RD 4
PLANS INTERSTATE r� CORP.LICENSE No..c-o2T5 SYLVA,NC 28T79 o
P.E.
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SIGNATURE: u® >
50 25 0 50 100 STATEWIDE TIER RIGHT OF WAY DATE: JIMMY L.TERRY, PE ROADWAY DESIGN
0p0 I I I MAR. 01,2021 PROJECT ENGINEER �� �.
Q) PROFILE (HORIZONTAL) ENGINEER ��p ®��
Nam( O LETTING DATE: CLINTON B. PRUETT, PE ®P TRPASI
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n,Q-0 / 2021 PROJECT DESIGN ENGINEER
1f). N V ' _ P.E.
\�CO J 2018 STANDARD SPECIFICATIONS /` SIGNATURE: /\ /
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0' PROJECT REFERENCE NO. SHEET NO.
0
I— SA —I SENSITIVE AREA 15614.1075010 6
DETAIL 2 RAN SHEET NO.
INSTALLATION OF 2GI IN ROADWAY DESIGN HYDRAULICS
;�������� LANDSLIDE OUTLINES — ACTIVE CONCRETE DITCH ENGINEER ENGINEER
PERMIT DRAWING M01 2—y
ALL DUKE TRANSMISSION LINES ARE TO D
BE TREATED WITH CLEARANCE AND OFFSET SHEET 2 OF 8
GUIDELINES AS ESTABLISHED FOR 100kV I
POWERED RATING. WOODS 27•—
' '�RDMRS 10' \—coNc-
,7/X/ DITCH
// IMPACTS INE SURFACE WATER NOTE:ALL CSP GASKETS ARE TO BE SLEEVE GASKETS.
I DOCUMENT NOT CONSIDERED FINAL
ELIZABETH F.HORNE F--"--
NLESS ALL SIGNATURES COMPLETED
DAVID 2.FOSTER O 'IGS
DB 23 PG FOSTER
TGS ENGINEERS
MAP CARD FILE C PG 742 804-C N. LAFAYETTE ST
Z H E(L70 j 1476�0003
O CORP. LICENSE NO.: C-0275
tT'1 ELIZABETH F.HORNE 0
O DAVID IV.FOSTER
CONSERVATION EASEMENT ro MAP CARD DB 3FILEGCI PG 742 W
95
PACOLET AREA CONSERVANCY,INC.
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�V CLASS"" S-RAP 0 O
L-35' TONS
=35'FT
/ O• WOODS
Lq ELIZABETH F.HORNE
R
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a AROUND DUKE ENERGY TRANSMISSION STRUCTURES .. /' - rc -6.- -- \\ ✓- �MR
- (NO CLOSER THAN 10')WHENEVER CONS.+ -cr"- - WOODS - m \\ _�
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Ilo — VAS WIDTH SOIL&GR 48.j,IT '/ C _� $ / 1
1�, �It`" CONTRACTOR TO REMOVE AND ___________- .. 62 N . .
P/+R WIDTH SET APPROX.50 LF OF �-'� -- - ��� • I '
___ µ--11- ___
SOIL&OR CONTROL OF ACCESS F
-0 �-�_II .. 60 S' DSN "" --YS DIRECT GINEER� .. .. .. .. D N A �O N _i ��=y-�= -
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-126- DITCH ,♦♦♦.♦♦♦♦♦♦` (_
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PROJECT REFERENCE NO.
SHEET NO.
15614.10750/0
6
0
SA
SENSITIVE AREA
LANDSLIDE OUTLINES - ACTIVE
ALL DUKE TRANSMISSION LINES ARE TO
BE TREATED WITH CLEARANCE AND OFFSET
GUIDELINES AS ESTABLISHED FOR 100kV
POWERED RATING.
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 3 OF 8
NOTE: ALL CSP GASKETS ARE TO BE SLEEVE GASKETS.
I' / - __ELIZABETH F. HORNE --.
- L I I I 17. d4 . _ DAVIO FOSTER
il)1 11 --D Da- QG1195
- -'1\-/y1�1! / '�/� I�AP-CARD"""-IiLE-C NZ
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SITE 1
REMOVE
TCB-4
- PROP. SBG
PLUG &
ABANDON _
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.060A 2GI-A
REMOVE
FrT F
ROP.'FOREBAY
ACCESS
30" CSP (10 GAGE)
ROD & LUG W/
GASKETS & ELBOW - _
5=36.4% -DELL
REMOVE 10'
EX. PIPE, PLUG,
& ABANDON
F'- - -
4
PROP. 12' CONC. DITCH 126- 463+80 TO 465+00 RT _
:SLR-
\ d, - )r1AP CARD FILE C PG 742 e 1i Ir/// DOS - _ --
RIP RAP AT EMBANKMENT - /
CLASS "11 RIP RAP ' �J1 1 /i/. -- — _
EST 40 TONS ( \ Ann \ --ny� l V // O 5
L 35 FT - \ - \ /- \ i' II(1 // /
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SEE DETAIL SHEET 2D-13 _ - _ _1111111' b,. - _ \
CLASS 11" RIP RAP ��� _ _ _ Ir' /� /_ - _
.120 TONS +5B00 'OAF �� — _= III[ Ir// /, _{ =
EST 170 CY D ki �/
SPC USN---
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30 CSP (10 GAGE)
ROD & LUG W/GASKETS 67 OTCB''
$ 10"�0 OTCB-4 � REMLSVE
2GI _
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RETAIN
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RETAIN & LINE
W/CIPP
REPLACE CONC. DITCH F -REMDYF
8
SEE DETAIL SHEET 2D-35
l0 /
FOR PIPE PROFILE ,._- 0:
CONTRACTOR TO INSTALL CONCRETE BARRIER
AROUND DUKE ENERGY TRANSMISSION STRUCTURES
(NO CLOSER THAN 10') WHENEVER CONSTRUCTION
EQUIPMENT IS WITHIN 25' OF STRUCTURE AND/OR
TO THE LIMITS. AS: DIRECTED -BY THE ENGINEER.
CONTRACTOR TO REMOVE AND
RESET APPROX. 50 LF OF
CONTROL OF ACCESS FENCE -
ASDIRECTED BY THE ENGINEER.
X 0
PROP. FDPS
(2' MIN. SAWCUT)
PROP. -_-__-- -
GUARDRAIL - - -_
(EXTRA DEPTH)
F.
RETAIN & LINE
W/CIPP
-1 REMOVE
- --_
SP- 1?-GAG
FOREBAY k3 RGASKETS & ELBOW J..' BDO v- -�-- 0£LL - -- -- .�
5-17.6%
SEE DETAIL - - - - - _ -.
SHEET 2D-21 - - - - - _— - _ -- PROP. FOREBAY/
EST.130 SY CONC. _ \ _ - _ _-- - - -_ _-- - = REA�)/E-.F6;-- ACCESS
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INSTALLATION OF 2GI IN
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DAyQ FOSTER - 1 �� /
RVN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
ELIZABETH F. HORNE
DAVID '..FOSTER
DB 232 PG R95
LEAP CARD FILE C PG 742
186 00 1
OL7L/
OR TO REMOVE AND
CONTRACT
REPLACE APPROX 125 LF OF -
GUARDRAIL FOR DRAINAGE PIPE
INSTALLATION AS DIRECTED BY
THE ENGINEER:,-
svl li • '1
AY, 1f /
s ' /
CONTRACTOR TO REMOVE AND - -
RESET APPROX. 50 LF OF-----_-_�-
AS DIRECTED „
CONTROL OF ACCESS FENCE
BY THE ENGINEER.
_X =- X g0g _ _ -REMOVE 10' E LI-
0EL!-FOUWO- EX. PIPE PLUG
o _ - & ABANDON
REMOVE 10' - PROP. SBG
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mGo /& ABANDON
2GI-A RETAA & LINE -
W/CIPP
RETAIN - - - - - -
092L!� - �� 09LT-
PROP. 14 FDPS � -----
f
--- 126--469+75 TO 4713+50 T(T- 30" CSP(10 GAGE)
1C r 1 - R06 & LUG W/
_ - - - _ - GASKETS
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PROP. FDPS
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PROP.
GUARDRAIL
(EXTRA DEPTH)
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PROP. 14' FDPS
PROP. 12' CONC. DITCH
REPLACE CONC. DITCH
(-126- STA,.473+55 TO 475+00 RT)
L=245`
EST. 65 CY DDE

0" PROJECT REFERENCE NO. SHEET NO.
U'
/56/4./0750/0 7
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ROADWAY RAN
SHEET NO.
ENGINEER HYDRAULICS
PERMIT DRAWING ENGINEER
/ SHEET 4 OF 8
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0
/ .
LO \ DOCUMENT NOT CONSIDERED FINAL
/ \miL .�'So UNLESS ALL SIGNATURES COMPLETED
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\
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NC 28150
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= U THICKNESS
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H B/26 496' a ® e CONC
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RETAIN -rim .---• —_ — _ - � \ \
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+00
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SHEET 2D-27 PROP. FOREBAY
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EST. 205 CY DDE
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PROJECT REFERENCE NO.
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ENGINEER
DOCUMENT NOT CONSIDERED FINAL
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TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
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o, PROJECT REFERENCE NO. SHEET NO.
0
156/4.10750/0 9
m RN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ALL EASEMENTS ON THIS \ SA ENGINEER ENGINEER
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o_ AND ELIZABETH H.BARNE• �0 333.00' ..,.♦♦♦.♦♦♦♦♦.♦♦♦.♦♦♦♦♦.♦♦♦.♦.♦...♦♦♦.♦♦♦.♦♦♦♦♦.♦♦♦.♦♦♦♦♦♦♦♦♦.♦♦♦.♦♦♦...♦♦♦.♦♦♦.♦♦♦♦..♦♦♦♦♦.♦♦♦.♦♦♦♦♦♦♦♦♦♦♦,
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156/4.10750/0 9
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ROADWAY DESIGN HYDRAULICS
ALL EASEMENTS ON THIS \
SA ENGINEER ENGINEER
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 HGR 46+50 to 46+58 RT Temporary Stream Impacts - Installation of Proposed
36" CSP System < 0.01 25
2 HGR 60+39 to 60+79 LT Temporary Stream Impacts - Slip Lining of Existing
42" CMP < 0.01 40
3 HGR 37+12 to 37+44 LT Temporary Stream Impacts - Installation of Proposed 0.04 210
30" CSP System
3 HGR 37+30 to 37+60 LT Permanent Stream Impacts - Installation of Proposed 0.02 136
Energy Dissipator Basin
3 -HGR- 37+25 to 37+38 LT Temporary Stream Impacts - Installation of Proposed < 0.01 32
Energy Dissipator Basin
TOTALS*: 0.02 0.05 136 307
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
4/15/21
POLK COUNTY
15614.1075010
Revised 2018 Feb SHEET 8 OF 8