20210664 Ver 1_17BP.13.R.194_SF-580108_Permit_Plans_and_Impact_20210329_20210409

Highway North Carolina Department of Transportation 4, .,ti
Stormwater Highway Stormwater Program
STORMWATER MANAGEMENT PLAN -�4,5. ,,,,._07
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS I
WBS Element: SF-580108 TIP No.: 17BP.13.R.194 County(ies): McDowell Page 1 of 2
General Project Information
WBS Element: SF-580108 TIP Number: 17BP.13.R.194 Project Type: Bridge Replacement Date: March 2021
NCDOT Contact: Roger Bryan Contractor/ Designer: Greg Brickham, PE
Address: Highway Division 13 Address: 4505 Falls of Neuse Road
55 Orange Street Suite 400
Asheville, NC 28801 Raleigh, NC 27609
Phone: [phone] Phone: [phone]
Email:[e-mail] Email: [e-mail]
City/Town: McDowell County Unincorporated Areas County(ies): Mcdowell
River Basin(s): Catawba CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length (lin. miles or feet): 0.06 I Surrounding Land Use: (Rural commercial/residential; woods
Proposed Project Existing Site
Project Built-Upon Area (ac.) 0.5 ac. 0.4 ac.
Typical Cross Section Description: 10' TRAVEL LANES W/A 6'-11" MIN SHOULDER ON THE LEFT AND ON THE RIGHT APPROXIMATE 10' TRAVEL LANES; 24.75' OUT TO OUT.
SIDE OF THE BRIDGE; 36' OUT TO OUT.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: N/A Year: N/A Existing: 310 Year: 2013
General Project Narrative: This project will replace McDowell County bridge 0108 and its approaches along Alignment-L-. The project also includes changes to two other adjacent roads, Alignments -Y-
(Description of Minimization of Water and -Y1-. The proposed replacement structure is a 172.25' overall length (1@30'; 2@70' span) cored slab bridge with a clear roadway of 33'-10" and an out to out width of 36'.
Quality Impacts) This structure provides 2-10' travel lanes with a 6'-11" minimum shoulder on the left and on the right. The proposed bridge will have 1.5:1 sloping riprap abutments and 4' caps
at the end bents. Placement and construction of the proposed bridge, end bents, caps, and associated roadway fill will not result in any jurisdictional stream or similar
environmental impacts. There will be no permanent channel changes. There are no wetlands present within the proposed limits of construction. There are 57 linear feet of
permanent surface water impacts and 25 linear feet of temporary surface water impacts (<0.01 acres of permanent surface water impacts and <0.01 acres of temporary surface
water impacts) resulting from bank stabilization and bent removal. STORMWATER CONTROLS: The North Fork Catawba River is a designated trout water(Tr). The proposed
bridge does not require deck drains. The runoff from the bridge discharges through a pipe/inlet system southwest of the bridge along Alignment-Y- and also through a concrete
flume northwest of the bridge along Alignment-Y-outside of the jurisdictional stream at non-erosive velocities. In all bridge quadrants, roadway runoff is treated via vegetated
roadway shoulders and existing/proposed vegetated swales prior to entering the stream. Class II rip rap for bank stabilization will be placed on either side of the channel down to
an elevation just above the normal water surface. Erosion and sediment control measures are designed to a 25-yr level and to sensitive watershed standards.
Waterbody Information
Surface Water Body(1): North Fork Catawba River NCDWR Stream Index No.: 11-24-(2.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Class B
_Supplemental Classification: Trout Waters (Tr)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: North Fork Catawba River Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (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)

North Carolina Department of Transportation
Highway
r StorlT uwate Highway Stormwater Program
STORMWATER MANAGEMENT PLAN '4ra,.�
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: SF-580108 TIP No.: 17BP.13.R.194 County(ies): Mcdowell Page 2 of 2
Additional Waterbody Information
Surface Water Body(2): UT to North Fork Catawba River NCDWR Stream Index No.: 11-24-(2.5)
Primary Classification: Class B
NCDWR Surface Water Classification for Water Body
Supplemental Classification: Trout Waters (Tr)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SB Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A 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)
Surface Water Body (3): UT to North Fork Catawba River NCDWR Stream Index No.: 11-24-(2.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Class B
_Supplemental Classification: Trout Waters (Tr)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SC Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A 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)

P
��
° See Sheet 9 A For Index of Sheets
STATE O F NORTH C A R O L I N A STATE STATE PROJECT REFERENCE NO. 0000E
See Sheet 9 B For Conventional Symbols "°. SHEETS
' ONW 411,.."'— DIVISION OF HIGHWAYS PERMIT DRAWING N.C. 17BP.13.R.194 i
1566 --- -- SHEET 1 OF 6•
«�•:�=� / 17BP.13.R.194 PE,RW,U1]LTIL,CON
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M MCDOWELL COUNTY,....4
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M LOCATION: REPLACE BRIDGE NO. 580108 OVER NORTH FORK B-0002 53420 25% PREL PLANS
1560 2nd
j pis l CATAWBA RIVER ON SR 1560 (OLD LINVILLE RD.) B-0004R1 1/7201 REV 25%PRE PRELNS PLANSSUB
Pitaft1 / B-0004R2 1/20/21 REV 25% PREL PLANS
TYPE OF WORK: GRADING, PAVING,DRAINAGE AND STRUCTURE B-0010 3/19/21 R/W PLANS
Vili
ORE
POJ CT �`` B-00IORI 32621 R/W PLANS
V 1556r �,\ RIGHT OF WAY
,,,,,,L4.1 1558 �( 1561 WETLAND AND STREAM
O
1559 CSX RR IMPACTS
Plialli VICINITY MAP BEGIN BRIDGE END BRIDGE END CONSTRUCTION
0, 0---0-0 DETOUR ROUTE -L- STA.IO+23.75 -L- STA.II+96.25 -DRV- STA,10+89.07
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cs It* *j* -Yl- STA,I1+36.00
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m THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. DOCUMENT NOT CONSIDERED FINAL
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• • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II (MODIFIED). UNLESS ALL SIGNATURES COMPLETED
r Y V v Prepared In the Office of, Plans Prepared For: Y HYDRAULICS ENGINEER v
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH KCI Associates of N.C.,P.A. DIVISION OF HIGHWAYS
0) ffi 4605 Falls of Ncuse Road,Suite 400
L Raleigh,NC 27609 1000 Birch Ridge Dr.
�- PFax(9919)7s-9266 Raleigh NC,27610
x 50 25 0 50 100 ADT 2013 = 310 KCI Fax ®�p�
F- I1 J " � LENGTH OF ROADWAY PROJECT 17BP.13.R.94 (580108)=0.0317 MILES ��1 2018 STANDARD SPECIFICATIONSri---)1
V = 25 MPH DEWAYNE L. SYKES, P.E. O
PLANS .0
RIGHT OF WAY DATE: Pam.
U 6% * NCI ROADWAY PRACTICE LEAD SIGNATURE: u® a
z 50 25 0 50 100 T = LENGTH OF STRUCTURE PROJECT 17BP.13.R.94 (580108)=0.0327 MILES OCTOBER 8,2018
ROADWAY DESIGN
L)c ■1 R 1 I * TTST =3% DUAL =3% LETTING DATE: DEWAYNE L. SYKES, P.E. ENGINEER �� ��
o PROFILE (HORIZONTAL) �p ®�
NCVOD O TOTAL LENGTH OF PROJECT 17BP.13.R.94 (580108) = 0.0644 MILES OCTOBER 8 2018 _ KCI ROADWAY PROJECT MANAGER ®P 8w����
of D 10 5 0 10 20 FUNC CLASS = LOCAL
No= `1 111 VIRGINIA MABRY
s)cvo V SUB - REGIONAL TIER NCDOT CONTACT:
CV o PROFILE (VERTICAL) MANAGER -PROJECT MANAGEMENT UNIT P.E.
M Q \ SIGNATURE

o- PROJECT REFERENCE NO. SHEET NO.
is
/78PJ3.RJ94 (580/08) PR 1-2
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DENOTES IMPACTS + iiiS / IN SURFACE WATER Q
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rINv 4386.9\ SEE DETAIL D
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CONCERETE FLUME;SEE EST 120 SY GT CL SHOULDER PT.
DETAIL SHEET 2D-1. TO EMBEDDED RIPRAP EST 200 TONS
\ EST 10 TONS AT EMBANKMENT
EST 10 5Y GT EST 2400 SY S a
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EST 75 TONS
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U' ` /� ^c�n ""'9e l/ ( ( \ 1 /13951 / PROJECT REFERENCE NO. SHEET NO.
\ r'/ v \ v (/ .J l7BP.l3.RJ94 (580/08) PRM-3
LEGEND ,�0 w w c '0'3-/ i PERMIT DRAWING RV SHEET NO. 4
�yt. p. ROADWAY DESIGN HYDRAULICS
1�136`y � l I390 '''5'9 •� ,o G SHEET 3 OF 6 ENGINEER ENGINEER
44
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N E_ FOR DIMENSIONS AND ALIGNMENT INFO SEE SHEET 2B-I
R FOR PROPERTY LINE INFO SEE SHEET RWO4
EE FOR EASEMENT STATIONS AND OFFSETS SEE SHEET RWO4 I FOR PROFILES SEE SHEET 5

Cr
PROJECT REFERENCE NO. SHEET NO.
LEGEND
PERMIT DRAWING /7BPJ3RJ94 (580/08) PRM-4
1/3/2
' DENOTES TEMPORARY CO
SHEET 4 OF 6 ROADWAY DESIGN HYDRAULICS
/' / / IMPACTS IN SURFACE WATER ENGINEER ENGINEER
I
Ky/./ IN F
SU ACIEPWA ER
DOCUMENT NOT CONSIDERED FINAL
INSET A UNLESS
1/ALL SIGNATURES COMPLETED
1 lc lii ]&i9214oaFaxone 400 3-9266 ov Mava6ers
�� EMB:DDED ENT
A 1 f E BANKMENTr
c
-Ca .97�: �° $ C.D � 88�1 EST 90 TONS /
CLASS IRIPRAP AT EST 120 SY GT
FL
CONCE ETE ME;SEE , - CL. II RIpRAP O
DETAIL SHEET 2D- .
EMBEDDED RIP
TO SHOULDER PT. I N
EST 10 ITONS EST 200 TANS
AT EMBANKMEN 7, Z
11. EST 10 SY GT SEE DETAI D EST 240-5Y GT
�n��m\ - CL. II RIPRAP EST 120 O1�J �8 / '
1Q SHOD DER PT EST 15' SY GT a0
EST 75 TONS �._
EST 1 0 SY G
V �s �� . I 73 9 13�5 P
ry ` , v mN 8 9 ti 6_
stx --
411
99°' i ,-0 CO
co
\ \ .. B1 [. c',2 ir A
es iiiikk
TROUT,. \ .� TB .895
o BUFFER \� � s��� TB �� / e27 co ��� �
TROUT /41/
, DETAIL C \ QDITCH OUTFACE RIP RAP AT EMBANKMENT 9 �q�at �FER � R TA CUVE �
'" (Not to Scale) ��� it pre-efr.-....;41.0
ii/
E
a10'min. MODIFIED CONCRETE \ �� RE O E ,//'
c FLUME
�^ 4 SRIo GE ✓� .t �� P ,'-' TB it �/Ditch 1.0'min. 2,0• SEE SHEET 2D-1 i ',�• 4111142: 1.'"7"----•
sr
co �� / ',/
Grade TOP: STA T ELEV.1395.6' `iii \\'\ 7A' ' 1111, `� S! �\\ y',/
.2.----\--__
N
BOTTOM: STA.12+88.2,
GEOTEXTILE NWS SITE Itrk�, �� t�+17 Z �i RTID
��1:'t� � �' i
414
m 18.5'LT, ELEV.1395.5' TS
Type of Liner= Cl.'II'Rip-Rap S E
y �t� w TS �� tle o ♦ zr° '4I m
END SBG Ate; h�, ,w xis e � 'all
ell T i �C S- e7ae
FROM -L- STA.10+28.0, 73.6' RT t �" ° �'� '�► ' e
o TO STA.10+51.8, 80.6'RT BET\SBG ©� i�� i.. � . .1= S �� +- s w� � j�
DETAIL D P-IV W m�� �_ _ AWN4/4
PLUG & FILL �l I� ". EiiiiU���1 I —'4�.7ii'% 1 EMBEDDED RIP RAP AT EMBANKMENT W/PLOWABLE FILL �' y f„ �. �'\ GR/
cc (Notto Scale) MI(
1♦ �yab , ti�w TB CONI Y oil e��■r-.
Excay.Elev. / ►. ( /
N Natural At Bridge or To REMOVE 2 2GI 1 er' _ tr.. TS • ammo S/ N' `.R.S Cd,
o Ground of Bank Embed into LF 18" CMP ��b / +1 C 'X 'V ��� L / C /, 1
Abutment Existing Slope 15" RCP-IV ��, 89.9' �� PDE 140j 0)
Berm }� I
o 2' IV % �. ���u//// ' ' l_: EXCAV.TO /��.A �
1.0'mir END BG2GI Jfi � P Y'I�� E = 1388.0' 04 A •.• + /,/ IN 7 7
m 1.5:1 (Max.) PPES If'
�co
;04 .4 S W / %4 1 /*/ i, 1ri
ro Geotextile 1.0' ���'�� • /m —7 NWS �i � � PD l' 6- - 1.' ' 74 ,* ' �' i � 7
co Type of Liner= CL'II'Rip-Rap ��; kr �/ •
�� �� X w� Itoe.* /� � ASP. CUT DI�•s /
m �, o �� it. :e ��� SEE DETAIL B
FROM -L- STA.10+41 TO STA.10+58 SPECIAL CUT ©��1' �� i� " t 04
i�f� 1 ��fa�/
- FROM -L- STA. TO STA. 10+38 �: ��. I �/
d BASE DITCH 6 ��r 7 �� \ A
SEE DETAIL A 4� �� "^' bt� / ® ��� rft
a IF
0. / 4 LF �� .......??* ritt / /
AAx // 4441 ::,/ 18"6C/AP 1.'AA ,,,,,_„''''2 r,4 ,.. ill , ikft4+,, fjr, t 1- :\,*W..
� 100' 0' 100' 200' 300' OUTFACE RIPRAP2-cc
uc
co 3
•
•
•
•
•
SEE
EMBANKMENT
C
�z EST 330TAIL TONS
orn`_ • • • • • EST 35 SY GT
`m2 GRAPHIC SCALE
,ONS
inE E

_ III amill di 17BPJ3RJ94 (580/08) PRM-5
csi
III ROADWAY DESIGN HYDRAULICS
BM #2 - CHISLED 'X"IN CONCRETE HEAD WALL OF RR CULVER ENGINEER ENGINEER
Lo
k 11 L STA.13+62.74,43.68'LT
1 IIII II ,. ElIii EL = 1399.54'
�i Mil 11`EEEEEEEEEEEEEEIIIIIi@ ...........`
�1 II...r-r_*_ _,.r_
111111 II I1 11■■■1•1 I•l'JI II IN I■■I El •■r:ELT.T'/I II AI II MMMMM■■■
! 1 • •11 - e l Me 11■■.1■1■I.7BSI7■1..I■rJ.•r_.,r..,..I II IL'II..■■■■■■
i IEINNII -•11 •__
IEEE a -a.: .r.: EE
II 11 I I..■.1 I■■.7i1 11■■■11
�� —11' gun '
\ryi, ;,9aI n r ! IV
DOCUMENT NOT CONSIDERED FINAL
IRIIru I. E I'llli UNLESS ALL SIGNATURES COMPLETED
I�E�illl!II' i �I!��II� T� 7 Ensneers P1am m Simnsls Cen,�ctienMang s
^ K c1 4601 Six Forks Road,Landmark Center II,Suite 220
eigli,NC ti Mro:l/www.kcicom Phws(919)783 609-a210 Fax(919J'IH3-9]66
r� x1 P1.10.18.00
1"IIII11.1, 1 VC••j255 i IL
.!I!il'E BRIDGE 580/08
1 ► BRIDGE HYDRAULIC DATA 1
Irl I!I IL DS •/5 MPH 1 E W P/•/3.30.00 EE I
DESIGN DISCHARGE =13000 CFS E
IIII=1�. I KC••/0 54A5 Iw:119IaE1 ! DESIGN UENCY -25
DESIGN NWE�LEVATION -3930 YRS 1 -
■�f�1.7 IIIIZIIa Ii IIILIIII�IILIIIII 1:'11 11 IIIIIIIIIIIEIIhIhI� �G BASE FREQUENCY (FEMA) =100 0 YRS CFS ENPR
„1. II -__�-� BASE HW ELEV.(FEMA) =1395.5 FT
•'1171 11 --____ -_■===■G-• OVERTOPPING DISCHARGE •20400 CFS
_ .-:■ea =:■--. OVERTOPPING FREQUENCY )IOO,1500 YRS
MI •y'•■■•'-•'___- _•��E= 'aE--____ OVERTOPPING ELEVATION =1399.9 FT MI
I,li- -p ir,._ __— ---..,(t.11Y.�- .I1..\���EIGll.rli�ii■r11iFl
•:IC''4 I i �u9i i %i' DATE OF SURVEY =01/15/2019
n o a .11i uoo• r/■
9i1371aia■LT.E WJG:A ' ■I■onoou■iI i Imo :E iI W.S.ELEVATION AT DATE
1 I I■oll I to NENNE I■.► ■I
■■■ I ■■n'■■■■u `11' .. • I OF SURVEY (NWSEL) •I380.5 FT
ELM �� ■PIr 7■J, ■■r7► .tell ■■I LiL37WI'IT
■®®■ .]■C'. 11■■■■■. '/■■■■■rl■I1CiY1`RTT.
�!:(Mr\T\if ldl.�ll�,1'�feL CIC.= �. 1■■■11 11■■■.'\ \■.
lial
.IIII ,1� J. i..■■..YY►.Lu.11.1 Y■u\
CLASS II RIP' o■wzII•rl•■--d■■ 1'7■■L i3S7`ILSY'JCI■maam1W•
:1 15,1 NO' • BN■M•JIBI■■■■■■■■■■.4,1 Ire
Yu■W71i1■■■■■� ■..�I�7.1■■ram...N.I... \iauwm■amulV■9■■JEE•
nal /.S11. •EPTH • d117;:L1731Ei■■■r,-_-]■reel■.0 I o.\o
■■■■ EB-1A 7TS■III93P_!7� r'• 1.5' --_- •AC\■ V■�I_aICL7G'L
ELEV= 1379. G E IS I G CA
EMBEDDED RIPRAP Al EMBAN'L•rL•ICYG � EMBEDDED RIP�r:TMr'I■ELE2 1G51
SS II RIP• P T571...
!WO IMICCI ■■UNLE.W,
...IA�!WO TO 1' :lLL3YJ111L7..I , ■.IWAKEmm'R.YL■.CSiL•1;3Y:1'il.:
EVE \:77:11 a ill FOR -L-ALIGNMENT,SEE SHEET 4
10 11 12 13 14 15
MUM
GO
1 ca
m El .2
CO -.
LO
, E2 t.i: WI
14
C NZ
3 ■ `
I
• Uel° MEEK Pr•13.30.00
oaro....1 ow r. .17E_
> 'Miiiii EL • 39s63' Mi + o PI•lO 30A0
r-� -
=■■■■I VC •59 ■ o EL •1.401.86' �`�
W ■■■..■I ■-. ti �1
�• MM."' K •12 - o VC •21
i m! � il
1- mommi DS ••25 MPH _1.°A K •/2 ■■■■ -
�� .■ Cq DS •25 MPH
._ A . Ii�J■r ■■■4 - W
w ■■■■■■■■ �i P1•l2.6500 iii■' PI•/4.00J00 o■.;ae.+ W a
�� EL •1394b7' III EL •L39530' w W Pl•l0 67.74 Elm
C3 a ■■■� EL •1,400.6r
.21 M � M VC •44 111111 VC •63
1 410 ■rn ? K •26 ■■■■■ ■■■"I■15 VC • 6
CC1C1 K •26 CCC �. 1 410 K .2s 1 410
DS •25 MPH ■■■■■ DS •25 MPH ..■f11- OS •25 MPH -
WW ..........r ■iiiiii■ ■■■000■oo■oo.00■
1 r n oo00'` _ r_12J8B2/ r)I.5soi 1 400
U 1400 00■00■ 1400
c_
co E.m
1311519 9� - e c: I Y Ih.Irl icw■.7r-■___■===a G.. _ mp\ -
E E NE inn
(•)1.3252Z _ - - --7r--�.- - ..ilc===a-.. •,, \END SP.COT OUCH :=.1-
U - - .5=l■a.r'L: - Il•25D LT•ELEV-•I398J9• -
°' 1 3.0 1 3.0 0 --R L.• • y 1 3.0
m ,ahull■-rJFL II✓r■.r tv 4I17lMa
o RIGHT DITCH - - - ..2Jiii'n�=3oi/3:u•• ILEFT[ITCH —---1 -
1
I_;.rl,:1.II■I_.Cv.p IP.1;
a 1 380 ■....■....■....■.. siu cu=3�u •
1 380 1 380
o
6.
�� FOR -Y-AND -YI-ALIGNMENTS.SEE SHEET 4
,
"' 10 11 12 13 14 15 16 10 11 12 13
ME

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 -L- 10+50.29 LT TO Installation of stabilization < 0.01 12
-L- 11+20.20 RT Bank stabilization <0.01 49
2 -Y- 13+85.20 RT TO Installation of stabilization < 0.01 13
-Y- 14+04.00 RT Bank stabilization <0.01 8
•
•
•
•
•
•
•
•
•
•
•
•
•
TOTALS*: < 0.01 < 0.01 57 25 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
March 2021
McDowell
SF-580108
17BP.13.R.194
Revised 2018 Feb SHEET 6 OF 6