20210996 Ver 1_SF-610190_Permit Package_20210407_20210609

1 ligIlwav North Carolina Department of Transportation
Sto 11l\Vater
„, Highway Stormwater Program
STORM WATER MANAGEMENT PLAN \'- /
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.8.R.135 TIP No.: SF-610190 County(ies): Montgomery Page 1 of 1
General Project Information
WBS Element: TIP Number: SF-610190 Project Type: Bridge Replacement Date: 12/4/2019
NCDOT Contact: Erik Seiler Contractor/Designer: Erik Seiler
Address: NCDOT Address: NCDOT
1590 Mail Service Center 1590 Mail Service Center
Raleigh,NC 27699-1590 Raleigh,NC 27699-1590
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: epseilerRncdot.gov
City/Town: Mt Gilead County(ies): Montgomery
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 0.196 miles Surrounding Land Use:
Proposed Project Existing Site
Project Built-Upon Area(ac.) ac. ac.
Typical Cross Section Description: ROADWAY HAVING TWO 11'TRAVEL LANES IN EACH DIRECTION WITH A 6' ROADWAY HAVING TWO 11'TRAVEL LANES IN EACH DIRECTION WITH A
OUTSIDE GRASS SHOULDER.TOTAL PAVEMENT WIDTH IS 22'. VARIABLE(2'-6')OUTSIDE GRASS SHOULDER.TOTAL PAVEMENT WIDTH IS
22'.
Annual Avg Daily Traffic(veh/hrlday): Design/Future: 960 Year: 2025 Existing: 480 Year: 2015
General Project Narrative: REPLACEMENT OF BRIDGE 190 OVER CLARKS CREEK.THE RECOMMENDED STRUCTURE IS 1@35',1@50',1@35'24"CS,WITH 4'DEEP CAP.THIS PROJECT HAS
(Description of Minimization of Water A STORM DRAINAGE SYSTEM COLLECTING BRIDGE DISCHARGE WHICH WILL BE DISSIPATED BY A RIP RAP PAD AT THE PIPE OUTLET LOCATED AT TOE OF
Quality Impacts) FILL.ROADWAY DRAINAGE SHEET FLOWS OVER GRASSED SLOPES BEFORE ENTERING WETLANDS.THERE ARE NO DECK DRAINS ON THIS BRIDGE. NUMBER
OF INTERIOR BENTS REDUCED FROM 5 TO 2,REDUCING DEBRIS BUILDUP AND SCOUR POTENTIAL.
Waterbody Information
Surface Water Body(1): Clarks Creek NCDWR Stream Index No.: 13-16
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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)

co n See Sheet tA For Index of Sheets STATE OF ®I' CAa� ®L 1r SHEETS
IS
d�1 1 e �L STATE STATE PROJECT T REFERENCE NO. SHEET T
II
>n DIVISION
�� \)� �( N.C. 17BP.8.R.135 i
NI) \ / 1L//I V I S I O N OF HIGHWAYS
STATE PROl.N0. P.A.PROI.NO. D68CR�'1'ION
1 1114 a �, "� 176P.8.R.135 P.E.
�° • 1
• 5
Fld - -0IL' 18 Bethel Baptist , , - —
00 �rv�5grr°9 Hydro R.. - \ -� MONTGOMERY COUNTY
lilo v 1188 / ,I
1188 1188 '/
a \ / P1
�,a�� N llto LOCATION: BRIDGE 610190 OVER CLARKS CREEK
ROJECT SITE/ ' I PERMIT DRAWING
p • LOCATT;ON 4 ON SR 1110 (LILLYS BRIDGE ROAD) SHEET 2 OF 11
6
1 Allenton
,-7 - ° . / 11103 .; ON TYPE OF WORK: GRADING,DRAINAGE,PAVING & STRUCTURE
� �T" Bricky•d R 3 N�
\ WETLAND AND SURFACE WATER IMPACTS PERMIT
`
V Tr pLti \ �G.f
y Q�
LIITII4 PZ2�� a 0 al
d
\ 1 C1
VICINITY MAP t
O ♦ OFF-SITE DETOUR ROUTENTS. Hq\Nq0
4
piiiiii BEGIN PROJECT 17BP.8.R.135
-L- Sta. 11+25.00
SITE 1 / I END PROJECT 17BP.8.R.135
-L- Sta. 21+60.00
(\ CLARKS CREEK
SITE 2
II
4.- TO �\
-L- l �
ql .1.C, \ SR 1110 LILLYS BRIDGE ROAD
�r1°7d1 :��I������I -
NS1 «\ \ _ li
R.
SPEED STUDY COMPLETED TO DETERMINE yl/� . 11ydR r188
DESIGN SPEED FOR PROJECT AND $ END BRIDGE °
/s I q -L-POT Sta.17+16.30 \d
NEED FOR HORIZONTAL AND VERTICAL 1 I Q
END CONSTRUCTION p
DESIGN EXCEPTIONS. -Y-Sta. 11+90.00 1 1 ro BEGIN BRIDGE
1 ` -L-POT Sta. 15+93.71
�� I�Q
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
I crl
493 LIMITS ESTABLISHED BY METHOD III.
4
493
PLANS PREPARED BY: PLANS PREPARED FOR: HYDRAULICS ENGINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH rl IENGI�RIN i DIVISION OF HIGHWAYS
ADT 2015 = 480 lJ DIVISIONODr 8
322i TEE\ItOYALBD.AXL19.7I,NC 27617 121 DOT Drive
*tr 50 0 50 100 _ "rF[.k:9I9.7RR.0224 FAX [phone] Carthage,NC 28327 cr-----
� 7/7
,413 L■ ■J ADT 2025 = 960 LENGTH ROADWAY PROJECT 17BP.8.R.135 = 0.173 mi NCLICENSE#P-mR9 0�
z ■1■" K = % 20/8 STANDARD SPECIFICATIONS .®
0 PLANS ��
-en D = % LENGTH STRUCTURE PROJECT 17BP.8.R.135 = 0.023 mi SIGNATURE: P.E. •
�� 50 0 50 100 T = 6 % * RIGHT OF WAY DATE: BRIAN A.WILES,PE a
w `l li l l V = 40 MPH FEBRUARY xx,2019 PROJECT ENGINEER ROADWAY R DESIGN ��
N�z PROFILE (HORIZONTAL) * TTST = DUAL TOTAL LENGTH OF PROJECT 17BP.8.R.135 = 0.196 mi ��9� ®v��
� w O 5 0 5 10 FUNC CLASS = LETTING DATE: ®� v��e��
+fl:� `'I.. J LOCAL JULY xx,2019 TIM WELCH, PE
��IN
NC
DOT
DIV 8 BRIDGE�J PROFILE (VERTICAL) A SUBREGIONAL TIER ACONTACT
PROGRAM MANAGER A.E.
� � A SIGNATURE:

co
I !ENGINEERING, PROJECT REFERENCE NO. SHEET NO.
- 100' 0' 100'
l7BP.8.RJ35 4
co
■ ■ ■ ■ — MONTGOMERY COUNTY BRIDGE#190
• WETLAND AND SURFACE WATER IMPACTS PERMIT ROADWAY DESIGN HYDRAULICS
3220 GLEN ROYAL RD.RALEIGH,NC 27617 ENGINEER ENGINEER
,pi IL 7,01 GRAPHIC SCALE TELE919.788.0224 FAX [phone]
NC LICENSE#P-0189 INCOMPLETEPLANS/ DO NOT USE FOR S/W ACQUISITION
40-ill
RV NOW OR FORMERLY �j111/ DOCUMENT NOT CONSIDERED FINAL
Ul
p DUKE ENERGY PROGRESS INC UNLESS ALL SIGNATURES COMPLETED
xco
I
\ PERMIT DRAWING
vSJ SITE l 8
NOW OR FORMERLY P.
N ��ry�
XENRY DULP III Xl O 0
O I E (V
ago 4 N SHEET 3 OF 11
Q.
SITE 2
14 � e x
I FILL LE—
W/CLASSLIII Rip R ORAP J I X fV
r v I TO ELEV.225.0' / 1 \
I X
CL Q
\ Ah ek h
3j o4,,,...., SrN°R CLASS B RIP RAP �, NI WOODS :� + v
N TOE PROTECTION a
sp .. 111 EIP GATE CLASS B RIP RAP BANK ABILI7IIALIOlN \ ti
o J� SEE DETAIL C SEE D� IL B k
se.;\ E WOODS 771
WOOD. 1 Sc� ,O
d Rim
Fxs,Nc \�ke G/o\ .........
E y ®� \x�k Tow OF NOW ua TN FORMER'
(LEAD Q.
q qo tl. o�,� E 1 ,w-_ j -rE F CJ
NOW OR FOR4ERLY \ \\Rr /` :��.� L -:� %Y i7m .... rss— __ - —I k�k %I
HENRY COLP In •2 JC � 6,C
$ P
T1 �r�—— s_ _————— • .0.. ,FAW ..:... _ ; • 1 o♦ {� r. '_F _ _ \ ue\ \y`w\ O
Q C g\Y Go_ �������WMI, i��M�©`� iii r,�!!i■\ `�� `QrVty' F \
• � -
-- _ .'t 1.-.4.y _—\,21=1, IIMEr` remRs�ie PST \\� G/�eapP\
�F A I e( HYo " k \i._�u„�71 I/ =J r C x\
I •E
L •
WOODS 18",�•
M // ,, PUFF _ PI ,,.a PUFFMY _=�� P E :.�•.._ \ .r jilt �\ \
I� IR' ry► CLASS B RIP RAP 4, E v lW'm -�\
F k
r R. _ ► ZsBs II RIP RAP to `P CLAS B RIP RA' ✓ �k
N 72 09 58r E Illflli: m—,:—mom / \ �Sus�RI P �v�.�:l� � `_\ 0 0
+'`// WOODS �/ �\ `\ ill� �. \ INV=232.99 PoSk GR
I ._1 CLASS a RIP RAP e/ / . ` ,� /
f1 fl/ '� �I IS RCP
G!' _Y_ `' v�� \\ WOODS W�R iii /
NOW OR PORYERLY I•, `�[. " JS /�n ' \ ��U/lY,s \ 4 G
DUKE ENERGY PROGRESS INC \III �., \ 4._ o/ s AlN
2 •q a / S .is scgF \ \� CEO \s \/tltltl(/k
e _
'1�1 j5�!a x l \� � SSP,btl
/'Illiri
:: �� —JS_
y /- °� NOW OR FORMERLY . \w \\ \ PCRiPaP / �i • To.o 1 DUKE ENERGY PROGRESSINC �� \
o Mont90
,/ --"A„, 50. \\ mory�e\
/o SS /.. � , WOODS s
TOP:243.39' \
A C
\ SIZE UNKNOWN
ill ►, RIP AP
il , I .
iSEE ENLARGMENT woe,. riI
SEE ENLARGMENT l
/ /I /
I I I/ .. ¢
I m DETAIL B
I Io RIP RAP AT EMBANKMENT DETAIL C
I Not to Scale)
TOErPot PROto TECTION
ES I I .
I Fore'
M
ES
M
NATURAL 2' Natural \of S\oQe
GROUND Groend b E
w I GEOTEXTRE d= 2R. d
I �w m m Type o Type of Liner= B Rip-Rap Geotexlile
EA
f Liner= SEE BELOW
M
FROM (LWTEILE FROM STA.14+50 TO 15+79(LT)
iP
60 TONS CLASS II RR /80SY GEO
FROM STA.16+70(LT)TO 16+91(RT)
Mo 1 6i —r_ P' S>O./4f�28 55 TONS CLASS II RR W/70SY GEOTEXTILE
MMK 2
01.4
1—Ma le,-0,-Z FOR PROFILE, SEE SHEET 5
>MI=
NMLL4,2
MMU V
MM- _
MMK P.
MIRK
MMK
MM6.

G- //41 —� �' k�,�S (J f // ) .7
# v �� J " PROJECT REFERENCE NO. SHEET NO.
7 vv �7.Iffi -) 1 ) . )1< \nf\i'l lv ci IENGRIN1 l7BP.8RJ35 4
m ,: / ` �� m- . • ��\---(
,� MONTGOMERY COUNTY BRIDGE#190
J / •• 1✓ ROADWAY DESIGN HYDRAULICS
r� INCOMPLETE PLANS
���'• _ '� ,, ���wri��� � WETLAND AND SURFACE WATER IMPACTS PERMIT 3220GLEN ROYALRD.I�LEIGII,NC 27617 ENGINEER ENGINEER
\ � &� �` c7 TELE 919.788.0224 FAX [phone]
2 et
,•_--.: 6 ��1� �• �r NC LICENSE#P 0189
_ __z /6 ' 7 I .< ..,,\ DO NOT USE FOR LiW ACQUISITION
._ ., ....,
�� )() l H i��e Li ) �, ��_—_Bv.,x°� �� f11&„� /''uI/iif v e
— \ v� Q \, �J v ' / �� •''� °`*A� L /J /`/I, y{/ ��••/J jW l� av 1 L\\_\`` ��-' , I/i 'i r,,, v �v, _• RL m\ f/11
� ,y// v /m/,-/ ~/ _OJ DOCUMENT NOT CONSIDERED FINAL
N S �� ...� ?) ,� — ,° �\ )11 /J/ / 1^�\ \ UNLESS ALL SIGNATURES COMPLETED
,
•
1 GNAT
y -4 "� — ° l cV PERMIT DRAWING l��" eiltr l( � °" /— , � / � ��•. ';ice'\v` / J i\���.:1/v� 1 \\ \ 4 F 1
2 � ) L1- .� v,., �ft.�� ;� SHEET O 1 /�
; � �,v A , •., ( , / Iy-, yP `n , ��� 3{ r am J f/�, --, 5 / \ SITE 2
.tea v 4i v .�� I �� La. V,- 4 ,1 m FIL\ R?i0. v / /,= X it
Cb C� _� aaa �, ?4� ��� ,._`'�� �� W/CRI&I`RAP p vv .Yv� �l 7 �� cv
�
ro C \\\ / IxI
�
�v\ ,,,. a �� \I v v \ ...,v * \/r1s 7 ! ��� li �.I < v k \ A iiiis
/J L}� R1(1 E.
; U N x �� �P//y/ yJlv
�5 •E OT I V I BJJ A�� �.. �/
�� --------,Ni,,o r;, �.��^a I GATE D ,r%SELZ. 1 JJJ SEE r 1 y �\k ` //k,_,/c,/,
' ' - o .�;, !-/" '' /,% ",.9 MP / ' ^fir k eV 1� � •--_, ==�k �\�_ NOW OR Fa+uERI Y QV / Pr
\ .. , •
\Y �\�,^o.�� ` �,�T � �•- A� TOWN OF MOUNT GI EAD
41I' -',-,-,,---- c.--.--- ---, ,,: -.4.ve4,Allisi &1114.-- p---;.2, i 144.,WI - FM -1----
i I I __ _
• ett
,/1
w �� �� _ ��>q�,� �_.� S P _s� �
---._ r 4W A \
K ��.� � � , �.4 � � � .� .. „,E � � r_____ _„ � ,- �.R� �� � _ .a . _ s____,---- ,
/4„ ,,,,, ,
it
:� ' i �� � 4 IR C� P �` M,If� "Nit � � ll:ria OP
� r„ �� \ \`� �v \\ `� a �z
, ,,,_7/ —��` _ �1� ' T I. 1 v i ,link, .1.1 cCL B RIPIP RA; `� �� �� � � s. \�' r
7/ s• i� _J a •--- —1rs'� / • ! 10111#-t, rr 'Jlxs. / i' ..� �V 8�� d ..n '��_= u � \ =w \ m =v/
L` / vy �-�C• `�I m r— oo ,R ,_„� '•e4. 47- _°� . i \.1.` '.` wv-* ..\ et.J � s/ �-- � /� v °� C P RA `� �j �_ �� °� � "\\g �� � R v /v-r�.°_/� � °&"�- � � d � �5 1, Ck V v � t' v � � � � W R � ��\ � :74-
" �' R i�' �e ~�a�g _Y ) 1 � � v \ oD _ v "-: )-- �: -- ion �/�C\ s� 1 v' ^NOYRLr sIl� �L -'�.f e' ` \ r, •� V\ '� •f �� „`° U4trs• _ �, ;' �J ,�
r J �C ' eNE°ROr��ecAE" �` r -`1% l \ , �" ,z,. a-'''
\ ve � �F ��` e /�
= .r^a"`3�S ,�: '---__A
1 1 � " � I ,.. � I �J � s '/ �, ! , .�, -_ p M � y.� I
l c5 c c
J � 9
l ^
�� � t v _�� v--- 1 r° r \e==1 m �°� Pili =��V .y '� .. ��� v °ssP \y`hs
l •'4 �/2- "`" Sy \,.,� / I�' -r.0-j i7� �= A_,_,''''
\ � FORWERLr �� 3
,2�� A,\v �`) Z
Idw �. PIPHAPI�C� 'I.. `r ,r• °<��//�"� �• v`u, �rl��l4l , �,'" <u \� \ ��EIIJ✓��17M�S v J�o \� `O \ O \n M ��aN. ,/ 17 , J!r'f l/�� I��\ ` I \,., 'yI v. v� .i I\ �� "Jr-= , � .o_ ,,x,__i�`e ,`,. t.Fv �;1 yvS ��� v -\�V� �'I, r� /WOIDO S �� _`' / >� \ . e q \ �° iu ' 1 er --_, -....r. v 'i . '`s� \`�IZ N \%. •, I\
�l _y'��4 J \ v L �/� -o{ i 1�1AP ( \ v '/ v/ / v b P i _ ` / e �� -�`�` /� 1 STo 2 �a�\N; ( ��\ �\
\\ \' I -Lg"\ \\. c''')1' 'II kN\ \''---'''/ ,k.\--TO
S----- ,) N------'e'::1 N.•"\ -_ ".----- A-______-__ <___zi."--,-- ---"---77-- ----.4--,--/\ , / il \ ---""'\ /1
\ WOOL: 1 I �I� w�/ 'y -:,� ✓—J�v b•�j- f ,°`u ` I I I' v�v" ' / \�
4 e grl v �L \� \ , \ �� � v v \i
~ �, T a /^ v \ L� \g � 1 I '� # K m ~; 4 ,_., ( —� Wn �= \-
> % �\% i °<� \ ��Pr„ k I �� l v v \ v' .�a y �/ r Z,4 �v �;_2 V 1— --�v /`
\�"'\�f�' \��_ ���- �� t �� J,� 1 If v� v V �. /v\�CZ\—��� ` � � ye--\/ ,,, \m f e�� l v� \
� fi \� ^ : Z \^ I i ' / e, a ��vv= pr ice/ j�///, /j� , D 1 \f 1 T✓ C °
��._ v IL_T 4 /I V • x'� Leggy `\ �� ��aa�/nmv� a�sa �V "I ` RIP RqP A / T. E
v� ) TsL,:- .„
� r\ > �\ v S%� •4 � Th I i ^ &� °.l y� �-- `�- �,�� 3 RAND k 2� ` nd b 1 ;L,E;S,n`
l / t, -\ z� �L� � �� I J -. , �I 1 \ S III II_�\I • m�
b r ` 7:::
v ° _/4' I = \ " v e� ��° m v �? s� � �� GEOTEXTI� _ #11 ! ( Sv _�`�k L r e 3 6= pZ� Gdolenl ib3 0 \` ^\ v v Its 1 `� //� _/ ) \ g > Type�'n< 'SEE BELO y `t. \ �'2111)
' V'''4 :
i r` \ dam-- r" •� i (/ > �_/� p •M.,.`16+20 T)�•O 16�sTd,J '�.n� ~\ 2 a''�� ��r �. ' 6=_ �ill
/ �. �\ 1� >� Jv�v \,OLJ� 60 NS ClAIY R c Y �4..,�; 'O=�STA„)4 58 TO 1• 7 LTI I r»pL�� f r !•, L G7 "I ;� STA16+781L' . 1 11R� ` I�7/
«� \ ^ 7 � � •Tile
..- •- • �'���� 1 a cJ \ �e,== �� � 55 cos,@LAss ii 3s,1no¢Y GE l � Z1 f� u v ��v�� \ jJ �" n ( r�-- �!/ �� q,\ r J \ � �� P os lLE;y SEE SH E 5` ��rc= (Al /— �% —� 11 v
���� � °�_ � 1 awvvv�>1�����,� �r _ ' / nv ����� v �� \� a vim —� v ��� v �� /"w / ��r :\'' j.:16-71:11-
� �� ,,

ENLARGEMENT SITE 1 PERMIT DRAWING
SHEET 5 OF 11
m WOOS \�
co
.4
GAT- �'�O \ .a��
WOODS q I \
i( BANK
8
�mv. STABILIZATION)
i ! 30� 0' 30'
1 _ TOE PROTECTION FILL SCOUR HOLE
i W/CLASS II RIP RAP
E \ 0 ,
Wr _ _ ' GRAPHIC SCALE
��� 0 E _ FSS I _ - -4 • ,40": 1i - i
�
11 �����I�•1/'�'1111•��� MOI� de..„.„,
l'��._O l ._'a_� t t���. \ \
74, isp, • "ererr,141-f IN_ ith-,.vd, -
-ifI-: `..wmat Wil lrildWb-AmmlM►il,\1\E-vYd_ — \\\ F
N O • N r1 /~► I �� �� lily , Ii►t� N
OME
Q � �C\I � TB � � lillIPIE _
04 C 04 5 �1'+ ��� rII'g�1ARA
TB 2G1
ir-te#, _ Aplinptatea"7# 1 ifsk( ,,NVaittEue_ _iliffii-iiiiMINEm--------------- 01-414:
ilir --ivr ma kr,--Ttittumwmvergiv/Weallillik .' - -..•,
, -__ Ammummmw_____ ....„, :,,,,,, Ar, „1.,
i , .1 /— 15" '1?-4-',ti: - irk
ro
� PU CLASS B RIP RAP W4, � 15" ` ' '
WI _1 1., „, _,, 7,:-----------1-,1,-*- -----nrThfir ----- --------...---.--- - -
J1:" RC -Iv ,q PU , �Q' P -ain. C-Cji! 1A
CLASS II RIP RAP C
V\
SSBRIPRAPC
SURFACE WATER �Lj �� �.
C II R P RAP MECHANIZED
�� IMPACTS �� tS` `��UPRAF � WATER �( CLEARING
° s`" TB________
B- TB TB �� T� vv
T" TB TB Tg T: TEMPORARY IMP CTS I�l
S B RIP RAP B� '< 03
SURFACE WATER /F F DENOTES FILL IN
O � � W O O�S � � SEEUDETAIL � � � � WETLAND
O� TEMPORARY IMPACTS IN
SURFACE WATER i�� j y
� Te �I�' DENOTES MECHANIZED
j * * * * CLEARING
I
�� vAtI �Q, lB DENOTES IMPACTS IN
i / it ,
'0 \?? � � SURFACE WATER
I �� 1S '/�� 0 \ W IMPACTS INE SURFACE WATER

ENLARG EM ENT SITE 1 PERMIT DRAWING
SHEET 6 OF 11
lli
\ \--,, ' \\ 1, ___
m
, .4 ,, 0,, _, ,,, ,a_\c,,,,,i,\ -,-„, \,,,--__ _,,,,\ o/0) , . \,,,,\\ \,\\ \ \ \ 1\,,,,\N- _+_ -N
\ \\,...„ Ne. -„. ,,_
,,-\ , ,,,,N,
L� 2 I \ \ \ A \ N \\ / CV \ \\\ .0.9 NJ� N'e
\\ &\�\ goy
GAT_ , qO .� / I \\ @l \\ \/ ,\ \ -1 \\1\\\ \ , -- \ '�
i J L .� G \ ' )1 \ l \ 1 I BANK--m•L \ ',?,,\\�\e \ \ \
1 � //)
� \ \ \/� � � � � �� �, i
ry
TABILIZATIO� \ �\\ \\ � _ �6£,.
i L i
/� ( •�ZZ� I �22 I " I \33e\\\ \�3 U' 30
/ i E PROTECTI N �FILC�SCOUR 1110Lz� / _ ` m ��_ \ \ _\\_� ` r C
• -` \ 23 � �1 \ r
.�,11 /E I 23 0 CLA \w _ /2��� Z��� \ ti�� IV \ \ I I \ \\ \ \22 4••R�RI-1C- et'''
\ /
'W ( --- 6i4/1(1 \ Z
kills \
•
\ — �_ �\ - \ ` �23@ �O /
1 �/ /, .•N�— L-2 ���@ A
28FBL� �\ \ \\23 2
1\\ �\ 22 a ` �\ \_ 2\� \ .
a CLAS�B- RIP \ F \ — �- — \ \ \ \ 33°
,..,..,„
..,.____
��� _ sue�R-, I .. N I ?\ ,# — ;&
► __ — - _ `f�-+[m/I;; /�e\��+ i�l�� � �� v�V ���
0 fib
C ' ' 6\1 Liralligriariellialt"61k Mein CsC\I ME ' i- ---------------
ohilnit` ,' \ N TB N _ 11t �el 11,A1111M/ AW6�=fg NM
_MN ----Ti33\291 — --------, ______•-2_3 .0-`•-__
/ /�^ ■ -a„ X 4pl, . Is.;sz- �� i i\tag' i ig of r_
. W.:‘,14 It.tttaX_I &_.*740. AL.?",_ ,..Aill,). ' 6.4"111"rig., irde.„: _ '
/ qii / 7- - — -- -- — -- ---7-
3 z2�.m 15 's. • �. vi _i _71. 1.. p.)1110,--. 1o/�° CLASS B RIP .�e Pw A
�!��. ., 7_ � ` g� , �� a = �..i �'
1. RC IV //
"wmrdzi.:A. _ .
'' ''P' r► `r- --‘ 4' E � tr•��_ ��
02 � � / ti r p6
m°azz \ 6t1,�' \ \ 1 ,� SS B, RIP�2A' \ \
tii - N �+ ti ti / \ at ��II R
„..._ . _ -
N / �� \ SURFACE WATE�� \ / �22 \ \ ;-
\--/ MECHANIZ��er �\ \ \ \ IMfjACT\ /\ //P7\ A (,?, I U�FA�E�� •\� 23e 1 CLEARING
0,-: '
fr• _.‘ zz\
-N \ \
TB �•LZZ \� ' \\ 4)/
` \ e 2[EI®1PORARY IMPACTS IN \_
I / S B #P RAP \ m°Lzz `,.•� \ \ / Pi;\\ \ c".tk\
\ SURFAC WATER ) \ / F DENOTES FILL IN
�/ �W\O\S�/ \\ \ \\\ z- — t\ CAUSEWAY ` �� -` L � � / WETLAND
00 0� / ' \ TEMP RY IMPACT I�I SEE DETAIL \\@ �, \ z/ \�%
SURF TER I ijc// \ \ \ \\ \ —S/\I1
C3 � ti � 1 \� �� ;,,, � � � DENOTES MECHANIZED
',,
'0
� ,\ \ '� ,p) IN \1\ N ��, TBN �\ � . CLEARINGo/
(-) I 1 1 d '<<
Li \,,;
j I I/ N � ,� ,-�0•17zz / \\� 1yi:Sj1)\
�� ` \ \ c� \\ DENOTES IMPACTS IN
m ���� _ I \ ) \\ c
ti,c.,:` / SURFACE WATER
i / I I 226 c� \mj \ I \ �� ) \ DENOTES TEMPORARY
.�/ 22 --\\ e. / \ ( S\ IMPACTS IN SURFACE WATER

WO II'� KP D DETAIL
(NOT TO SCALE)
EXISTING BRIDGE DECK
INTERIOR BENTS
WORKPAD
(TYPICALLY I'-CLASS B RIP RAP)
(25 tons)
2'
N,WoS. ELEV=219.4' \o T 0 0 0001
h00000 0
0, FLOW
00 aOo Doc 00 •
ROCK CAUSEWAY
(CLASS II RIP RAP)
STREAM BED
NCDOT
QUANTITIES OF ESTIMATES DIVISION OF HIGHWAYS
VOLUME OF CLASS II RIP RAP- 1875 cy ®NTG® E'Y ®UNTY
AREA OF CLASS II RIP RAP- 595 SF (0.0I cc) P]'OJECT: .135 (SF-61®190)
ESTIMATE 2915 TONS CLASS II RIP RAP
h I'G. 190 ON SR1110
OVEI' CLAI',KS C['E]EK
7//11

ENLARGEMENT SITE 2 PERMIT DRAWING
SHEET 8 OF 11
SURFACE WATER \�
IMPACTS 41 FILL IN WETLANDS \ F
8,4,,-4120
is -r-- 1 _± v
WI IMil.Mitipl 1 N f\ -_ F--
r--) .1710711111111111111111M111111111/ ' ' - -- ' .
yL 1�1 1INPrreINEW--L--—WIrTAB-2I-GM1- \ /i \30'eleee60' 30'
3i111 t -- ®dd GRAP CALE
0
-.1111111111
re F 15" jc F = o ,�
T 044
` r TEMPO RY IMPACTS IN S MECHANIZED ���� •��
SURFA ER CLEARING
(\/ 0\iikii
''`) N..„..s...
�e�
\\\ 12e? / il -
� N ( WOODS STY \ \��
\33\ r B J\ 6 \�\ JS ���TB X
ra C rB )is---------..„,*_Ay----( __
co\ i
TB
m \Te JS—
z m m NOW OR FORMERLY
En
DUKE ENERGY PROGRESS INC
0 7000 '
o 126, / F DENOTES FILL IN DENOTES IMPACTS IN
/ WETLAND SURFACE WATER
: * * DENOTES MECHANIZED 741
DENOTES TEMPORARY
m * * CLEARING IMPACTS IN SURFACE WATER
(---,-- ,
D

ENLARGEMENT SITE 2 PERMIT DRAWING
SHEET 9 OF 11
SU FRFR A 4 .A\�; ° ate\ \� \ ,„....„,_
„,„......,......,_,.. ________ \� \\ \ \\\„_=.. ...„,_______,„ \\ I �\\\,\�.
PAC ty \ \ \ �FNTD \\ \\\ \� \6 czz\
�m I . t Ile' �z- - - ------4-iez- — ---- 2,35- 36 ----- A,, '---,,, „_22-----__
\ \ 3 \ 3
1 d'?� ` tzz — ,�z _ _� 23�\ \ ° \ 8�_\�\ m1�z . � \ 4� f E. lrGi� e6z v v V AA \\ Sag 4VAii,: vv
IR ✓``ems■:■-.�i mffrAriEl �� \ �Z9 \ 231 \ ��� \
Aar
mumminnienr
liOlingala C\I N--) N.-
-14
�L �MI - � ���1WIIWilr-
. 3 m �231°�\ \ �IBZ���� \ \ \\\\ \3 B \ \\ s �_
'\ V.. .A°). \ Ilakrx,451607,41,-: arst'''''Ilivki!vir•Lah71-4.T4P.I_v_rtrAwaltar=,,,rft---.'- 111-, ,-----ang iggincian, ii------ _,. ._____: - litill"
It
_ perms ��1.9
�� O `!
• W),‘
�L.', AD C e. 9_ ! •: ram - F4 \ \" \ n _ �ti ` \ \�� �2 g
mon
m TEMPO RknAkRRAC --.II CA%
TD�4 \ 22--1° \ \ \ \\ \ MECHANI -- /4 C\ \� _ O
N SURFACE ER \ \ ��e �9 J CLEARING :+� r 11 i O �` �
\ \ - - ---- ...,.._ .6) 84104--
\ /\ �� \ f�\ \� zzz 22�•;: -C 2, .e°e,?0 `1 O`Vkt„lb \��
, 219.0
- IA* <
\ c' -j: ------- -----, ,--, ----' '
ti
V le!\.e
------- * * \i"
\1
•bzz c 4 i (74 sik -''' '
/ V\i\ A ,-))\ „....._,N. ...., ‘-'\, ,/i ,,,,
r53 t .:', ..7, '' '------ \'- i --_'----\, - - / 1/ N \ \* __.----"N,
',9 \ \
/-----\ \''4, \ D\
\ \, (\- 1\) 0 j : ti \ \ ` \\\m \� 22
I 1� e \ J \� ) \ / .--- / )
\ \
/ N
' (\ \\ ?\ ( S------C , .-;-e;zi.. 4,.`\;\ \ z--- -- ,_._.
c\*
8 zp , .,
,ti \ \ �� \
ZZ / ( ) \ S6 \\ /Y \')')
. --,
-,-,------ .4.5-__
N e. ° .rii rn V.,',,, l ( , /\ i\ '- \V ��y\ \ NOW- OR FOROERLY \2z9°
\ I `�\ l �\ < N---_, \ DUKE ENERGY PROGRESS IN��
/\ \ \ff
\ Y� N F F DENOTES FILL IN DENOTES IMPACTS IN \ _� e�
o \� \ / WETLAND SURFACE WATER 7 N\ m
�\ NI
I / \ N °',
�J / N\CNN �J I\ \e°` N N� * * * * DENOTES MECHANIZED DENOTES TEMPORARY \ 29 \
\ 7
m �c\\ titi� \�°ems CLEARING7/// IMPACTS IN SURFACE WATER —��� m��/m N
m �� \\ goy\\ \ \� m

P
m _ I I I I I I1 I I I I I I I I PROJECT REFERENCE NO. SHEET NO.
ENGINEERING /7BP.8.R.135 5
,.... CIWETLAND AND SURFACE WATER IMPACTS PERMIT ROAENGINEERDWAY DESIGN HYDRAULICS
3220 GLEN ROYAL RD.RALEIGH,NC 27617
TELE 919.788.0224 FAX [phone] I INCOMPLE E PLA\NS
NC LICENSE#P-0189 ISO NOT USE FOR /W ACQUISITION
_y_
,...
..i. ,,vd,
Nrs
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
u P1= 101-35.00 PERMIT DRAWING
$ C = 30'
K = /3 SHEET 10 OF 11
VQ(NJ QN
I I I 1 II II
END GR
•
' ' W -Y- ST +OOAD
EL = 23/
PI= 11+30.00
N EL = 231J2'
VC = 120'
240 _ K = 21
- -- � � _
2�0 � (+109714C -
Li
220 _
210 _
10 11 12 13 14
BEG/N
, I1 , i 1 I 1
BRIDGE HYDRAULIC DATA
-L' ST ll*1 .00
—DESIGN DISCHARGE = 4300 CFS
EL = 2 .90 DESIGN FREQUENCY = 25 YRS
' L.
FT
DESIGN HW ELEVATION = 231.7
BASE E
—BASE FREQUENCY = 6000
= 00 CFS
YRS
PI= 11+75.00 BASE I-1W ELEVATION = 233.3 FT
EL = 257.70' OVERTOPPING DISCHARGE= 4600(+/-1 CFS
VC = 100' OVERTOPPING FREQUENCY= 25+ YRS
270 K 125 mph —OVERTOPPING ELEVATION = 231.5 FT 270
DS 11
` 1 $„'�! END G"ADE DATE OF SURVEY = 7/24/18
260 (-•.4ocb4' P1= 14+0500 ;fig to
EL = 23455' -L- STA 2/�6OD0
E[ - 23420' WS.ELEVAT ION 260
/. VC = 360' .-I.-o N"� M AT DATE OF SURVEY = 2/9.4 FT
/ice"CIS K OS-330 mpn 8 W W ch 5_ PI= 20+30.00
•250 did
inW% EL = 230.40 2SO
co a 8 VC = 230'
1... ct K = 64 �.
x OS = 40 mph
240 B m W
,\ 240
�� EL=221.4
/' (MIN.)
230 I I r T�r ' (-/phi (4 29231x 230
Iiiiiiii
220 „li �,:a i. 1 220
FILL SC OUR HOLE I
W/CLA IS II RR I I 1 BANK STABILIZATI JN
. f II RIP RAP
�CD 3ANK 1..:1 SLOPE
y,�4 LIZATION
210 — BM I ELEV = 236J2' STAB I I I P NWS =219.4 210
U+,� N 532.581 E I.689104
ti —L— STA 13+38 30'RIGHT TEMP.CAU:EWAY FOR PLAN, SEE SHEET 4
,n3Aa BM TIE NAIL IN 8"OAK IN TEMP
EACTS WATER
��(1 200 I I I I I I 200
SS-
4 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

WETLAND PERMIT IMPACT 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- STA 16+55 BRIDGE < 0.01 0.02 85.8 126.1
**TEMP. CAUSEWAY 30.2
2 -L- STA 17+19 TO ROADWAY < 0.01 0.08
-L- STA 21+22
TOTALS*: I < 0.01 0.08 < 0.01 0.02 86 156 0
*Rounded totals are sum of actual impacts
NOTES:
Bridge: Permanent SW impacts due to bents locations on channels banks and bank stabilization utilized for protection. NC DEPARTMENT OF TRANSPORTATION
**Temp. Causeway: Temp. impacts due to causeway are included w/the Temp. impacts reported for the bridge. DIVISION OF HIGHWAYS
Roadway: Permanent Wetland impacts due to the proposed grass shoulder widening. 4/7/2021
MONTGOMERY COUNTY
SF-610190
WBS: 17BP.8.R.135
Revised September 2014 SHEET 11 OF 11