20200362 Ver 2_401 Request Attachment_20210727

„.STATE w”
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
July 27,2021
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue,Room 208
Asheville,North Carolina 28801
ATTN: Ms. Lori Beckwith
NCDOT Coordinator
Subject: Request for Modification to Section 404 Individual Permit and 401 Water Quality
Certification for the proposed Rutherfordton Bypass,US 221 south of US 74 Business to
North of SR 1366(Roper Loop Road),Federal Aid Project No. STBG-0024(083),Division
13, TIP Nos. R-2233BB &BA. Debit$570 from WBS 34400.1.S5.
Reference: Section 404 Individual Permit,Action ID: SAW-2008-02857,issued December 4,2020
401 Water Quality Certification,NCDWR Project No.20200362,issued June 10,2020
Dear Madam:
The purpose of the request for modification of the above project is a change in project section boundaries
between R-2233BB and R-2233BA which will result in significant cost savings in fill material.The designs
of Project R-2233BB are being extended 1,335 LF onto project R-2233BA to take advantage of over
400,000 cubic yards of earthwork in the BA section(that currently does not let to construction until 2027)
that otherwise would have been wasted.
R-2233BB is a borrow fill (fill needed) project and R-2233BA is a waste (excess material) project - this
extension would allow for a more balanced fill budget for R-2233BB and the reduction of tax dollar
expenditure with an estimated savings of$1.4 million.
Grading will be the primary construction activity occurring in the extension. This action will not violate
NCDOT's compliance with any Section 106 commitments nor impact any cultural resources sites. In
addition,the extension will not affect any residential or business relocations.
This section boundary shift does not result in additional impacts for the overall project. However, it does
shift Permit Sites 15 and 16 from the BA section, and places them in the BB section to be included with
current construction activities. As such,they have been re-numbered to Sites 19 and 20 to match the BB
site number scheme.
Revised permit drawings have been provided to include these new sites, as well as revised preliminary
permit drawings for R-2233BA which now no longer include BA Sites 15 and 16, though a phased permit
modification for that section will not be pursued until it reaches final design.
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 1000 BIRCH RIDGE DRIVE
ENVIRONMENT ANALYSIS UNIT RALEIGH NC 27610
1598 MAIL SERVICE CENTER Websit¢:www.ncdot.gov
W.nCdOt.gOV
RALEIGH NC 27699-1598

Permit Stream Name/ Status/ Perm. Bank Temp. ACOE DWR
Site NRTR ID Class Channel Stabili Channel Required Required Impacts Description
Impacts zation Impacts Mitigation Mitigation
UT to Stonecutter Perennial Stream SP will be relocated into a 105( 8' RCBC with
19 Creek/SP C 879 -- 30 879 879 impacts from roadway fill to the original streambed.
Permanent
Permit NRTR NC WAM Classification Wetland Fill in Excavation Mechanized Hand Impact Description
Site Site Size Wetlands in Wetlands Clearing Clearing
20 WB Bottomland Hardwood Forest <0.01 -- <0.01 -- -- Roadway fill
This modification increases the permanent stream impacts in R-2233BB from 4,736 lf to 5,615 lf.
The preliminary stream impacts in R-2233BA reduced from 5,413 lf to 4,5341f.
There will be no Utility impacts in the extension for R-2233BB.
Mitigation has already been secured for R-2233BB and R-2233BA from NCDMS. Since there are no new impacts in the extension,no new mitigation
will be requested for this modification.
R-2233BB &BA Individual Phased Permit Application Modification July 2021 Page 2 of 3

Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Jeff Hemphill at jhemphill(a,ncdot.gov or [phone]. A copy of this application and
distribution list will also be posted on the NCDOT website at:
https://xfer.services.ncdot.gov/pdea/PeirApps/.
Sincerely,
Philip S. Harris,P.E., C.P.M.
nit Environmental Analysis U Head
cc:
NCDOT Permit Application Standard Distribution List.
R-2233BB &BA Individual Phased Permit Application Modification July 2021
Page 3 of 3

Highway hwa North Carolina Department of Transportation
gStorrnWatF-Y. Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34400.1.S5 TIP No.: R-2233BB County(ies): Rutherford Page 1 of 4
General Project Information
WBS Element: 34400.1.S5 TIP Number: R-2233BB Project Type: New Location Date: 5/27/2021
NCDOT Contact: Matthew York,PE Hydraulics Unit Contractor/Designer: Steven Bondor,PE Dewberry Engineers Inc
Address: NCDOT Hydraulics Unit Address: Dewberry Engineers Inc.
1020 Birch Ridge Road 2610 Wycliff Road,Suite 410
Raleigh,NC 27610 Raleigh,NC 27607
Phone: [phone] Phone: [phone]
Email: mivork(cjncdot.gov Email: sbondor(a�degwberry.com
City/Town: Rutherfordton County(ies): Rutherford
River Basin(s): Broad CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 5.01 miles Surrounding Land Use: Residential,light industrial,rural undeveloped
Proposed Project Existing Site
Project Built-Upon Area(ac.) 139(proposed pavement) ac. 60.0 ac.
Typical Cross Section Description: The R-2233BB project is new alignment approximately 5 miles long and includes two Two lane shoulder section along existing alignment that will be widened.
interchanges. Typical section is four lane divided highway with 46'grass median,paved
shoulders and median ditches.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 13,300/14,500 Year: 2020/2040 Existing: 7000 Year: 2016
General Project Narrative: Roadway runoff flows to grass shouders in fill sections and is collected in median and grass side ditches in cut sections to pipe systems.Pipe systems include riprap pads or
(Description of Minimization of Water energy dissipator basins at outfalls.Two locations include dry detention ponds to reduce post construction runoff to the preconstruction discharge.Ditches include riprap lining
Quality Impacts) where sheat stress exceeds allowable for grass.
Waterbody Information
Surface Water Body(1): Cleghorn Creek Trib 11 NCDWR Stream Index No.: n/a
Primary Classification: Class C
NCDWR Surface Water Classification for Water Body -
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: 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)
WBS Element: 34400.1.S5 TIP No.: R-2233BB County(ies): Rutherford Page 2 of 4
Additional Waterbody Information
Surface Water Body(2): Cleghorn Creek Trib 12 NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments: _
NRTR Stream ID: 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)

ati ,a,
1-ljghwav North Carolina Department of Transportation
Stoetinvater Highway Stormwater Program
STORMWATER MANAGEMENT PLAN 0Ik4)
�
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34400.1.S5 TIP No.: R-2233BB County(ies): Rutherford Page 2 of 4
Additional Waterbody Information
Surface Water Body(2): Cleghorn Creek Trib 12 NCDWR Stream Index No.: n/a
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: 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): Cleghorn Creek _ NCDWR Stream Index No.: 9-26-(0.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: _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(4): Hollands Creek NCDWR Stream Index No.: 9-41-13-7-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V)
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: 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)

l \ See Sheet 9A For Index of Sheets — — sTwTR T TR PRa,RCT RPPEREN E No SHEET
2 See Sheet 18 For Conventional Symbols STA Tl OF NORTH CAROLINA PERMIT DRAWING NO
SHEETS
C.
/ 1 SHEET 1 OF 37 N.C. R-2233BB i
END STATE _ - DI VISION OF HIGHWAYS sT�'Ie PROl.N0. P.6PRW.NO. DR9CRIPTIO
PROJECT R-2233BB � �,
_AI i 34400.1.55 PE
` 34400.2.5 RiW
M 34400.2.7 RN/
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W m 34400.3.4 CONST.
�, � _NI at - . ,),
R UTHERFORD COUNTY
N Albat - r LOCATION: US 221 SOUTH OF US 74 BUSINESS (CHARLOTTE ROAD)
TO NORTH OF SR 1366 (ROPER LOOP ROAD) Nq
i D 8
• • TYPE OF WORK: GRADING,DRAINAGE,PAVING,RETAININ 2p''
ANDSTRUCTURES
Ca) ...,a.��. -IIpr4114111&. Okrill,
�
iimi'_` BE IN STATE ,; ' WETLAND AND SURFACE WATER IMPACTS PERMIT
W ,--k 4 2 R— �I
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SITE 13
04.4 SITE 20
1' 1 SITE 19 SITE 1
L -SITE 5 SITE 11
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SITE 17 `i- j%�� •
26 _ OWNS
SITE 4 --�
END TIP PROJECT R-2233BB
SITE 7 SITE 14 —L3— POT Sta. 1004+00.00
ON END TIP PROJECT R-2233BA SITE 8
MBEGIN TIP PROJECT R-2233BB
V BEGIN CONSTRUCTION REVISED SIGNAL
O —L3— POT Sta. 731+35.44 PROPOSED SIGNAL
SITE 18
V
THIS IS A CONTROLLED—ACCESS PROJECT WITH ACCESS DOCUMENT NOT CONSIDERED FINAL
BEING LIMITED TO INTERCHANGES. UNLESS ALL SIGNATURES COMPLETED
THIS IS A PARTIAL CONTROLLED—ACCESS PROJECT WITH
E' • ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. NCDOT CONTACT: NATHAN ADIMA, P.E.
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR NCDOT BY: HYDRAULICS ENGINEER
SUIT WYCLIFF ROAD
ADT 2020 = 13300 LENGTH ROADWAY TIP PROJECT R-2233BB = 5.140 MILES , �:'� RALEIGHSUITE 0NC 27607
50 25 0 50 100 VP Dewberry PHONE:[phone] �10I�T
I
'I',_ ADT 2040 = 14500 ��! NC COA No.F-0929 ®�
LENGTH STRUCTURE TIP PROJECT R-2233BB= 0.026 MILES 14
PLANS K = 9 TAT TOTAL LENGTH TIP PROJECT R-2233BB = 5.166 MILES 2018 STANDARD SPECIFICATIONS �4 1�%,
% P.E.
50 25 0 50 100 T = 90 % RIGHT OF WAY DATE: DENNIS J.MORY, P.E. SIGNATURE: Z
N �'�"� STRUCTURE LENGTH BASED ON —L3— NB STATIONING. g
PROJECT ENGINEER ROADWAY DESIGN
vilillilli V = 70 MPH DULY 28, 2017
PROFILE (HORIZONTAL) 5% 4% ENGINEER
TTST DUAL ���� @®*
FUNC CLASS = LETTING DATE: BRYAN LAMBETH,P.E. °P TRX0
r=il€ 10 5 0 10 20
i,I„� ARTERIAL DECEMBER 21,2021 PROJECT DESIGN ENGINEER
srg- `� PROFILE (VERTICAL) REGIONAL TIER P.E.
Q rc J` J\ SIGNATURE: /\ JJ

6 2' BOPO PROJECT REFERENCE NO. SHEET NO.
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Ia PM S SHEET NO.
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��0000// DENOTES EXCAVATION
IN SITE 20 ELEVBMA e4 9L SITE 19
�s�// DENOTES TEMPORARY
356'LEFT /�° IMPACTS IN SURFACE WATER
DOCUMENT NOT CONSIDERED FINAL
BM UNLESS ALL SIGNATURES COMPLETED
WB
2 HASLOPECHANGE Is../ 5``��k 50 0\0 O ` J.W.LSO9GAN 8
BASE DITCH SP
33 O OB BpEPGLI o""
SEE DETAIL 37 p CN ,1 P,26 SY DALLAS JERRY OWNBY h.
-I o Mp.S V� S \�1� : MARY ELLEN OWNB EIF
CHANNEL CHANGE .^u��,,,, NAD 63 fD V ; 456 PG III,TRAC TWO �'
_ �� 'DE � GEORCOO AND& `l-_�_ �• . ...�„_ r � .. � � __ j,`\I LATERAL BASE�1'ITCHO ^"'
REMOVE 60"PIPE SEE DETAIL 38 � . � SEE DETAIL 2 ^?, P.
urAir, n _ ,, PDE LOUISE A.,.LLANG ��� -L3- POT 743+46 4=
�. $ann�� ��I>� .,( ` �sr E a WIC DRL3 POta.743+ 6.24=-a . s "^ PD / OB 860.PG I16.P0"ON OF TRACT FIVE SEE DETAIL E DITCH S O i°Sfl4 E \1,1`� ; ;a
37. 744 75.00
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SEEBASE
DETAIL 36 ,'\ \\ l3\x ,\\ LEE VA' ER
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"`''G err` o C _ --- A. sG e - Q�� ��
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LOUISE A.HOLLAND ,, �I -- 36 -
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,; . \ �' •TCB OTC
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QQ LL,,
4�
j EDGE OF FUTURE SHOULDER _� _ ; I__
IIa\ �''' GRADING ONLY // FUTURE LANES / o SL-i5a
FUTRE BRI B �\ �1 Ln
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EDGE OF FUTURE SHOULDER £ '` Y25REV PC
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-L3- POT Sta.731+35.44 � 2 sEFTIc Q ae �'�
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END TIP PROJECT R-22338A a ,1�fi �� ---__ * O SEE DETAIL zaPe _
BEGIN TIP PROJECT R-2233BB O` O 0 \ `,, vi . \ \ ; 0 5� V
e� HORTON-AMEERICAN PROPERTIES,LLC - - . / F-
F \ a`t \� ` GEORGE E.HOLLAND 8 �/ F� D 745 PG HTR HTR F- b \ QC
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—RETAINQAOY¢a�`O c� \\ _ — =r 4�5_is._s— _——�a�� —— ,_ — _�v 5 rc R \�
BEGIN CONSTRUCTION MTLL- _��___ _
sv _ _
m �GPI� -Y74- POT Sta.10+00,00 t_ __ .o - \\ �� — F
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Lo A6 � / N '" N ,,e, \O„ SEE SHEETS 2D-1 THRU 2D-7 FOR DRAINAGE DETAILS

p6'/ nc con rvo.F Daze PROJECT REFERENCE NO. SHEET NO.
Lm- I. a \�,' �99 C. :' Dewberry R-2233BB 4
/� �� \?9no� \ op>��Po9\\�`lol\\,5, '• \\( \` \\o'er • 2W SHEET NO.
C g39)5 D loll)OZ 1013 )4 O)a[0» \ \ 1040
\ ROADWAY DESIGN HYDRAULICS
0 �> PERMIT DRAWING
RR) a 993 "9s o°s z\�p2z� ozs a \\ ENGINEER ENGINEER
SHEET 56 OF 37
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59 966 D9.9 9) 9 9gJ 984 1420 10g 0\ \ 10
96p bb 9J6 80 981 > \ \ /
95 95J 9612 963 964 9a5 JQ 97J , DJ 9 /> 'OHO\ \6,. / / SURFAACE WA ERTS IN
960� ` \ 95 >Po �� 1009 O \ /lllJ/
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955 IN WETLAND
-411----- ---7.: 9
5 996_ E , DENOTES TEMPORARY
ii -
,�8g 94]9a9 955 95> }`�� ��R �q` 9 E- S I �\I° // IMPACTS IN SURFACE WATER
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\ a UNLESS ALL SIGNATURES COMPLETED
T \''''''''''
93 �� D SP
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-9Y�sq d..._ ra , AC�p,A' 1 so _-I_ a 01 __ 6�- �__- A \V `- .9 o... o .Y /" io t0 • �N aYk P \Ris(qa '"La ♦ \ �s> \\ lbw \ a SEE DET L ..95•96 - 471,37 N 1 • �ULVlL \ ��b n$ . ti,' ♦b _ '�' 3 iATE O,9.�C' a \r o` .. P d. _ �.' \� > '2.:�5 566 X�' �y�X966_i T A`�\...\ O,e t 1 - tD-- �/ 0�
.,. \ tkg.�� /gyp/' �• '� _ D O0;7'�. j \ `J lid r I9)6 �'\n ?! n \` \-4 % `• \` _ '3)�8e - HORTON-AMERICAN PROPEflTIES,LLC y L F. N F \1ps6 ��� � �� 5.�r tta . V� '\\ `� \ n ] 2 U,ARIAL BASE. D8746.PD622r \ p3 g/a� 1e?22S\' �� 9b \\\ \\�OTCB' �w L� \P'• ._J4 SEE DETAIL s, I 9a6 �• RIP RAP ENERGY ,U? "11 `s �\ \ I) DISSIPATOR BASIN3'LATERAL BASE DITCH \ C ) / i 1. F�i;to \ . \� \ SEE DETAIL 1 SEE DETAIL 36 \ \1�, . ,,. 1L6 �, � � D92v� *\` �s1m� ., �`6.
/1�- /A �� I _ � '`�� °j sv•
+ ='t �j�'%y' •Mz \ Pi\ �\ ° 'u �: 9 r A.��B$•+ w Rai
� 6 I < ', a� s, ��� q, �., e \ .Q> � � rcn'hi 37i'r _ - -- � ;.eea_ \*�Pe n6r - . k,,4 , p \ \s 9 i Z.,. .c m ,f - - -- ------ a_- O<b_� r . _ xe�aEeSp 3^_moo"_ w y, \ TO c- ,;fig ` .. - 9a'TCC.�RH'-R 1POs'/' - : \\S' 3k-� '• s °� ••4 ----- EST.7 TONS' r-G1kro - +, 9 _-- i,, EST.22 SY GFD �A �•a.�
\\\ P ° ZI, '�\:;\ Dn\ 6 �.b" JB wMF� I; la°� OEPROTECI - Try-- Ln
\ s rra ., � \ i; \ O +�'j� na,� y6-\�I J 491. SEE DETAIL 241. '.P i{ �p +
•a6 > sty @11 N 9 /i 996
�_-� v ''• •s�\ v -At,‘,t e �a V� - ����� %�;� 2GIF��
, �j��sbs6 �It `� EDGE OFF FUTURE SHOUL ER hi
_
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t. 1
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fUTURE LANES q L96 . GRADING ONLYItit; =
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FUTURE LANES a / - I� �4 �� _y - -_- ve <:A'sue_, 2GIFG N
� >_- r EDGE OF FUTURE SHOULDER ) - f �`/ J 5 h REV PC
.p'is,', q_:=1/q/ 0,7°-\ ,_;,;\It.
END TIP PROJECT R 22 9 e e Sta.30
L3 POT Sta 73/+35 44 \ \ ��• c a 35
\.\ \ �•40 u w' I -: \ \ 995-�RE AP la FIELD ,/ \
`\\ 1 h f"'�1 (�\ + /TOE PRdTECTION D
kN,
338rhe �' * sEE DErAl�rasb Q Z
BEGIN TIP PROJECT R-2233Da. `Cfb c5 ,'s,1•°p. � �� •\:�®, i,A E, HORTON-AMERICAN PROPER Q C ---�- -- - `~11' 1\ \ O `sP T,
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3
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uuuasuuuc4Tell Q
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i'
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// \zsa -- - _ - - �i: e er6 a'�.`a:g,2�as.- _ /Ss .� \`\ \�\, 9 -`�- s. •;.:fx� o' 1 ,-
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- al eS� - ..__� _ TOE PROTECTIO 6 \ `"y.`. 6. � v� ��9 �� -tea sae r •,ems--y�Yt _ NI _ /+88.43`.: \\ >56 ssb�� 'I!c I�ITEFI-- EE DETAIL 34 \os����p� ��r� �: ':L,. Ny'-i11 `Y . 6 AIL 3 z4o .�+ . �� r 1flB966s _sc L115-,p.4)
\ ` \ 6 b `- � k ,' Le56 -�' r. _ �\R NI �
dab\. Y . l96 096 996�Z9.5=`6\\O ,,,\\ by5h •'\A\' t� . 656 -/ �r. 96 g96 r �fON' .-0\E%ISTIN,uy•._41 r:. as air
S96 D9 .\ 5�/ -- ♦•t ' y L 096 ` OL6- ' ;� �. . �X'�-.
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:_ -�_ ''d,. `i" OTCB, END CONSTRUCTION
� ���� FILL E%ISTING CHANNEL '.-.. - s Svc •�� =- R
96 1 e ota/ TO EL 935.0 Pr�- u. sT _� a4' y
°ppr \. ! ®' t •�--�s >° 7:::::‘,...7"....,:s..61.5.7
' c�. _ _ • d:a�Kr.� i ' 11 -Y74- POC,' to.17+8'
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oN ��� BEGIN CONSTRUCTION - _m Eool i / 7 -Y74 poT Sto 10+0,0.00 L_ `,, 99T 996- o _`i
d 1 � _i. -o _ - .� - i�? - -.c' �.�J --ti`-' { �7- --2GI-.4 n995 99, [ 99>
UI op �7,06 Og6 6�� .- - J \\ 5 \_
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CC 4 m '-_r0` °6. -066 B�- ,O°3 \O°a '• s + * iP �=ate. +xa _ y_.�.:,., _ i''- • .w ......
�°c' *FtF - --
m 500I i.6.6,
6a LL66 �/� / / _- 995 RtMUVE +/-�"'• -
�N 466E66a ' ij/// r - T __ _ ___-_ ___
(V / / / `��\\ 9 U5 Tq_�6: 995 -9.
\ L66 g6666 NO"
100� //Oo _//� �- .7 _ - - \\ _ •
r
N NT \�gbb MI ° i�� 'a p AF''*f -4*
5.}.` w. \p00 �. :ST .x.Cn' _ _
N DIC yam_ ,4 .�
_ ,�{j� EXIST 24 CMP
o i� cool /% _ ia•:. -'ry}':�- :•s:;..�_a Sx-r.._v.. �_
0
�/�y m.�, _Loo\ ��i �/ op\�/ / _ wool ;�_%� ��� 927!•.._�~e'P - 'F '- -9T SEE SHEET 33 FOR-L3-PROFILE
r s 9F �\\ -Y74-i'OC Sto-17+22.67 SEE SHEET 85 FOR-Y25REV-PROFILE
Ag Ste' /SPN '• _,-,T,ALfl e�,Fi\.- „°'\ \\ SEE SHEETS 2D-1 THRU 2D-7 FOR DRAINAGE DETAILS

IT PROJECT REFERENCE NO. SHEET NO.
T
v R-2233BB
in PERMIT DRAWING RO DWAY DE
ENGINEERSIGN HYDRAULIC
ENGINEERS
SHEET 5C OF 37
SITE 1 • SP
100 e 100_
CENTERLINE 'A-L3-735+;9 NOTE:
1 @ 10'X B'RCBCEL._ BACKFILL KITH NATIVE MATERIAL.NATIVE MATERIAL
PROPOSED GRADESSKERADWE POI5, DEG 1005.1
CONSISTS OF MATERIAL THAT IS EXCAVATED FROM
THE STREAM BED AT TN: PROJECT SITE DURING
1000 f .02_NO• . L __ CIRVERT -ONSTRUCTION_ NATIVE .AERIAL IS
SUBJECT TO APPROVAL BY THE ENGINEER AND
//
-L3-GRADE IINE
MAY BE SUBJECT TO PERMIT CONDITIONS.
/ POINT -DRL3-
2:1 NORMAL GRADING ON Y
980
2
2:1 NORMAL PROP 100 YR
9:6.7 /.
PROP 50 YR I
I
- 935.3 I
I
960
L —TOP OF BANK RT .t`/
TOi OF BANK LT/ `EXIST ROADWAY
EXISTING GRADE— N I EMBANKMENT
ALONG GL �JWSELI7M .1(4G119)
940 —TOP OF BANK RT /
TOP OF BANK LT _- - `
920 _ / a cSP STREAM BED —EXIST 5 X 5 RCBC
n
_- -- -- '--- �� INV.=931.• CHANNEL CHANGE
�� 1 @ 10', 8'RCBC
-- CA.EL= 922.2
CHANNEL CHANGE— —36"CSP SLOPE= 3.07%
INV.=916.5
900

0 5 10 I PRO!.REFERENCE NO. SHEET NO.
■ . ■TTI R-2233BB X-4B
260 250 240 230 220 2 0 200 190 180 170 160 150 140 170 110 100 90 E10 70 60 r 50 40 30 20 10 0 1D 20 30 40
I
PERMIT DRAWIN=+
SHEET 5D OF 37
-
1111 I _II 11
1010 1010
1000 1000
GRADING ONLY GR
0.020 0.020
j
996.10
990 990
980 % 980
j
970 / 970
/
960 / - -
WETLAND 733+50.00
950 / EX. EL. 961.38 950
940 940
930 r I r ' 930.
-I r-I---r
/.-
'3• 920 920
N''m 910 910
T -L3-
N.0 260 250 240 230 220 2 0 200 190 180 I 170 160 150 140 1:10 120 1'0 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40

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 JD Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. ID (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 SN L3 778+97 TO 779+40 LT ROADWAY FILL <0.01 <0.01 43 34
1 SN Y2 22+05 LT 48"Pipe <0.01 <0.01 24 14
4 SL L3 797+64 TO 798+03 LT CHANNEL REALIGNMENT 0.01 <0.01 96 18
4 SL/SM L3 797+66 10'X 7'RCBC 0.09 766
4 SL L 797+63 TO 798+0 RT CHANNEL REALIGNMENT <0.01 43
4 SL L3 797+63 TO 797+70 RT V DITCH <0.01 <0.01 10 7
5 SK L3 814+76 LT TO 814+87 LT BANK STABILIZATION <0.01 <0.01 10 17
5 SK L3 814+76 LT TO 815+43 RT ROADWAY FILL/30"CSP 0.02 112
5 SJ L3 815+11 TO 815+46LT ROADWAY FILL <0.01 <0.01 28 21
6 SI L3 828+19 TO 828+28 LT BANK STABILIZATION <0.01 <0.01 11 9
6 SI L3 830+00 8'X 6'RCBC 0.06 670
6 SI L3 832+25 TO 832+56 RT CL.II RIPRAP ON BANKS <0.01 <0.01 34 18
7 SH L3 831+35 TO 836+42 RT ROADWAY FILL 0.11 832
8 SG RPD 22+04 RT TO 18+22 LT ROADWAY FILL 0.05 445
8 WA RPD 17+38 TO 22+04 LT ROADWAY FILL 0.11
8 SG RPD 18+26 TO 18+08 LT 36"PIPE <0.01 32
8 SG RPD 18+08 TO 17+76 LT CL.II RIPRAP ON BANKS <0.01 <0.01 25 20
9 SF L3 864+92 LT BANK STABILIZATION <0.01 <0.01 14 8
9 SF L3 866+00 54"RCP-V 0.01 140
RIIP RAP ENERGY
DISSIPATOR BASIN/CL.I RIP
9 SF L3 867+00 TO 867+28 RT RAP IN CHANNEL <0.01 <0.01 55 7
10 SE L3 875+24 LT FLOODPLAIN BENCH 0.01 <0.01 72 19
10 SE L3 874+42 3-10'X 10'RCBC 0.05 217
10 SE L3 874+16 RT FLOODPLAIN BENCH 0.01 45
REMOVAL OF EXISTING
10 SE L3 873+90 RT CULVERT 0.01 51
11 SB L3 968+69 TO 968+88 LT BANK STABILIZATION <0.01 <0.01 10 27
11 SB L3 968+64 36"STEEL PIPE <0.01 151
13 SO Y2 15+24 RT CL.II RIPRAP 0.02 <0.01 35 19
14 SG Y6 10+23 RT BANK STABILIZATION <0.01 <0.01 10 24
15 SC Y11 22+50 LT BANK STABILIZATION <0.01 <0.01 22 14
15 SC Y11 22+80 42"CSP 0.05 506
15 SC Y11 19+88 RT LATERAL V DITCH <0.01 <0.01 14 19
RIP RAP ENEGY
DISSIPATOR/CL.B RIPRAP
16 SD Y8 17+18 LT LINING CHANNEL <0.01 <0.01 52 10
16 SD Y8 18+04 60"PIPE <0.01 38
16 SD Y10 15+63 RT LATERAL V DITCH <0.01 <0.01 18 12
17 SO Y2 33+41 TO 34+50 RT ROADWAY FILL 0.01 143
18 N/A Y6 32+02 TO 32+09 LT BANK STABILIZATION <0.01 <0.01 13 12
19 SP L3 733+34 LT TO 736+81 RT 10'X 8'RCBC 0.14 605
19 SP L3 731+47 TO 732+16 LT CHANNEL REALIGNMENT 0.02 92
19 SP L3 732+16 TO 732+71 LT ROADWAY FILL 0.01 60
19 SP L3 732+71 TO 733+34 LT CHANNEL REALIGNMENT 0.02 76
19 SP L3 731+22 TO 731+47 LT CHANNEL REALIGNMENT <0.01 12.0
19 SP L3 736+81 TO 737+26 RT CHANNEL REALIGNMENT 0.01 46
19 SP L3 737+26 TO 737+36 RT CHANNEL REALIGNMENT <0.01 18.0
20 WB L3 733+46 LT TO 733+80 LT CHANNEL REALIGNMENT <0.01
TOTALS*: 0.11 <0.01 0.77 0.06 5615 411 0
"Rounded totals are sum of actual impacts
NOTES:
Site 4 SUSM is comprised of both the main jurisdictional stream and a trib to the left of the main stem. NC DEPARTMENT OF TRANSPORTATION
Site 7 begin on sheet 16 of 37. The stream is completely covered by roadway. The drainage that would have gone to the stream is being picked up in the proposed lateral V
ditch to the right of L3. DIVISION OF HIGHWAYS
Site 17 is a small area between piped streams that has been covered up by the roadway. 6/25/2021
Site 2,3,and 12 have been removed due to those sites not being jurisdictional. RUTHERFORD
Site 18 was not in the original JD file,therefore it never received a JD ID. During the 4C meeting,it was agreed upon to keep the impact site. R-2233BB
Revised win 09 09 SHEET 37 OF 37

Hi hWa North Carolina Department of Transportation
gStorn r vate1'::
Highway Stormwater Program
::410.
STORMWATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34400.1.S5 TIP No.: R-2233BA County(ies): Rutherford Page 1 of 4
General Project Information
WBS Element: 34400.1.S5 TIP Number: R-2233BA Project Type: New Location Date: 6/14/2021
NCDOT Contact: Michelle Berry,PE Hydraulics Unit Contractor/Designer: Steven Bondor,PE Dewberry Engineers Inc
Address: NCDOT Hydraulics Unit Address: Dewberry Engineers Inc.
1000 Birch Ridge Road 2610 Wycliff Road,Suite 410
Raleigh,NC 27610 Raleigh,NC 27607
Phone: [phone] Phone: [phone]
Email: mgberry(8 ncdot.gov Email: sbondor(cildewberry.com
City/Town: Rutherfordton County(ies): Rutherford
River Basin(s): Broad CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 3.8 miles Surrounding Land Use: Residential,light industrial,rural undeveloped
Proposed Project Existing Site
Project Built-Upon Area(ac.) 40(proposed pavement) ac. 12.0 ac.
Typical Cross Section Description: The R-2233BA project is new alignment approximately 3.8 miles long and includes one Existing alignment to be widened includes four lane divided and two lane shoulder
interchange. Typical section is four lane divided highway with grass median,paved sections.Existing Y lines crossing the project corridor are shoulder sections.
shoulders,and median ditches.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 10,400/12,900 Year:2022/2040 Existing: 7000 Year: 2016
General Project Narrative: Roadway runoff flows to grass shouders in fill sections and is collected in median and grass side ditches in cut sections to pipe systems.Pipe systems include riprap pads at
(Description of Minimization of Water outfalls.Two locations include dry detention ponds to reduce post construction runoff to the preconstruction discharge.Ditches include riprap lining where shear stress exceeds
Quality Impacts) allowable for grass. The project inlcudes four box culverts and one bridge that cross jurisdictional streams.Pipe systems were minimized in length and riprap ditches were
utilized to maximum extent possible t oavoide direct discharge from pipe systems.Fill slopes 2:1 used to minimize wetland impact.
Waterbody Information
Surface Water Body(1): LONG BRANCH NCDWR Stream Index No.: 9-37-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: 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)

ati a
1-ljghwav North Carolina Department of Transportation
inv Stoetater Highway Stormwater Program i
STORMWATER MANAGEMENT PLAN \
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34400.1.S5 TIP No.: R-2233BA County(ies): Rutherford Page 2 of 4
Additional Waterbody Information
Surface Water Body(2): Cleghorn Creek NCDWR Stream Index No.: 9-26-(0.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: 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): STONECUTTER CREEK _ NCDWR Stream Index No.: N/A
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: _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(4): STONECUTTER CREEK NCDWR Stream Index No.: 9-26-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: 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)

I-IlghWav North Carolina Department of Transportation !rM'` '' `
Stornrwater la y/1
Highway Stormwater Program ,,
STORMWATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-2233BA County(ies): Rutherford Page 3 of 4
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules?
L3 555+70 RT (1)UT to
5 LONG Riprap Energy Class I 9.7 Ditch 3' BASE LAT DITCH 28.0 2.2 No
35.312211/-81.925566 BRANCH Dissipator Basin
L3 688+50 LT
14 (4)STONECU Riprap Energy Class I 9.0 Pipe 30" RCP 23.0 2.0 No
35.3411112/-81.945020 TTER CREEK Dissipator Basin
L3 688+50 LT
15 (4)STONECU Riprap Energy Class I 10.4 Pipe 30" RCP 36.0 2.4 No
35.345175/-81.944245 TTER CREEK Dissipator Basin
Additional Comments
Refer to the NCDOT Best Management Practices Toolbox(2014), NCDOT Standards, the Federal Highway Administration(FHWA) Hydraulic Engineering Circular No. 14(HEC-14),Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels(July 2006), as applicable,for design guidance and criteria.

1 lighw<lV North Carolina Department of Transportation t
/ 4a
Stt)Ytllv1'�11C'Y Highway Stormwater Program 41 T^
STORM WATER MANAGEMENT PLAN
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34400.1.S5 TIP No.: R-2233BA County(ies): Rutherford Page 4 of 4
Other Best Management Practices
New Built-Upon Precipitation Depth
Station&Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated
Sheet No. (Road and Non Road Projects) Water Body BMP Type (ac) (ac) (ac-ft) (in) w/Buffer Rules?
10 L 622+35 RT (2)UT to Dry Detention Basin 12.5 3.6 0.3 1.05 No
35.323142/-81.942072 Cleghorn Creek
12 SR1 17+80 RT (3)UT to Dry Detention Basin 8.7 1.8 0.17 1.19 No
35.335175/-81.944949 STONECUTTE
Additional Comments

See Sheet 1A For Index of Sheets i r T� ��Y q NEE
See Sheet 1 B For Conventional Symbols STATE OF IN O V'.T 11 JL C A I''O L I I �' d il PERMIT D RAW I N G STATE SPATE PROJECT REFERENCE NO. NO SHEETS
����►�- '� — DIVISION OF HIGHWAYS SHEET 1 OF 26STA N.C. PRW.NO R-2233BA P DESCRIPTION
34 00 .S5
Zik a 34400.2.S5 RNJ & UTIL
�, E:-:0 ND STATE -� Ar. R UTHERFORD COUNTY
PROJECT R-2233B _`�
NI
2L-41111"-
N O
LOCATION: RUTHERFORDTON BYPASS FROM US 74 BYPASS
I RL IFVI TO US 221 SOUTH OF US 74 BUSINESS (CHARLOTTE ROAD)
1:4 *
• 14 ' 1 14
' f kNt TYPE OF WORK: GRADING,DRAINAGE,PAVING
�1 AND STRUCTURES
V BEGIN ATE J O
PROJECT R-2233BA . -
�rLirall — CAMw� PRELIMINARY WETLAND AND SURFACE WATER PERMIT DRAWINGS
Q VICINITY MAP SITE 4 SX SITE 7 WD
SITE 8 SV Hqo
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MI BEGIN TIP PROJECT R-2233BA SITE 1 SZ SITE 12 SS o,
-L3- POT Sta. 543+00.00 AH "
SITE 5 WE o`' �,�
�,
A PORTION OF THIS PROJECT IS FULL CONTROLLED-ACCESS WITH ,G -L3- POT Sta. 731+35.44
ACCESS BEING LIMITED TO INTERCHANGES. SITE 13 SXJ INCOMPLETE PLANS
END TIP PROJECT R-2233BA DO Nor IMB FOR I✓• �+a+
A PORTION OF THIS PROJECT IS PARTIAL CONTROLLED-ACCESS WITH SITE 14 SXI BEGIN TIP PROJECT R-2233BB DOCUMENT NOT CONSIDERED FINAL
ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. UNLESS ALL SIGNATURES COMPLETED
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
�' • `A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF SPINDALE. NCDOT CONTACT: NATHAN ADIMA, P.E.
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR NCDOT BY: HYDRAULICS ENGINEER
2610 WYCLIFF ROAD
ADT 2022 = 10400 LENGTH ROADWAY TIP PROJECT R-2233BA = 3.616 MILES RALEIGH,SUITE 410
NC 27607
50 25 0 50 100lib, Dewberry PHONE:[phone] ®i
ADT 2040 = 12900 NC COA No.F-0929 ®F C
" " ,__ LENGTH STRUCTURE TIP PROJECT R-2233BA = 0.205 MILES �� 4
K = 8 % 2018 STANDARD SPECIFICATIONSIR
TOTAL LENGTH TIP PROJECT R-2233BA = 3.821 MILES ®o
PLANS % P.E. •
50 25 0 50 100 D = 55 * SIGNATURE: 0 ',
T 7 % STRUCTURE LENGTH BASED ON -L3- NB STATIONING. RIGHT OF WAY DATE: DENNIS J.MORY, P.E. I. at
1 1 1 1 1__ V = 70 MPH DECEMBER 18. 2020 PROJECT ENGINEER ROADWAY DESIGN
PROFILE (HORIZONTAL) * UST 2% DUAL 5% ENGINEER m��*A ®@,e
O10 5 0 10 20 FUNC CLASS = LETTING DATE: BRYAN LAMBETH, P.E. ®R 8wae►9
o" V i i i i i__ ARTERIAL JUNE 21,2022 PROJECT DESIGN ENGINEER
s3 PROFILE (VERTICAL) REGIONAL TIER P.E.
Sop SIGNATURE:

DewberrySURE PROJECT REFERENCE NO. SHEET NO.
L. vC
I / 100'T I 0' 100' i rvc can Ne ma, R-2233BA 5
it • • • • • RW SHEET NO.
I / • • eel ROADWAY DESIGN HYDRAULICS
I / 1•i100 PERMIT DRAWING ENGINEER ENGINEER
1
/ / SHEET 2 O F 2 6 INCOMPLETE PLANS
/ TM NOT USE FOR Rite ACQUISITION
I / A'
'V
/
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I ' 83
4'-6 BASE,1s1-2L1 SIDES -
•
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0.5'FLOW,GRAVEL BOTTOM I
BARE SOIL SIDES ' DOCUMENT NOT CONSIDERED FINAL
/
ACTIVE EROSION / -L3- POC Sto.563+91J6=
i / UNLESS ALL SIGNATURES COMPLETED
3 -DRW3- POT Sto.10+00.00
,L\f,i
DENOTES IMPACTS IN
WRDAREi R //
WXR� � /
pB 344 PG 434 i -DRW5- POT Sto.10+00.00 if �yy ;//f371fA
// URFACEWATERl"' `�' DENOTESTEMPORARYI IMPACTS IN SURFACE WATEF
to -DRW4- P0C Sto.10+00.00 / O + ' .
In Ln BEGIN CONSTRUCTION �"
l CONSTRUCTION /
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EST.154 TONS XT, CH NNEL CHANGE ��
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-- / TDE I- /� '7 TDE i • ""I SEE p�rAIL E LINE
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+09.80 +46.94 TDE 13.5 R
180.00' $ 108.73 RT 1 158.56'RT -TDE
+09.314'RT O TDE + 7.0� a 1�
118.9 t:+
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WITH GEOTEXTILE ITYP.) CLASS II RIP RAP= 13 TONS CL� tt+' •A,(/M•V(
CL II RIP RAP GEOTEXTILE= 20 SY {`� ,(`'� D t�
WITH GEOTEXTILE /1 `W y� CI 1 I
ON BENCH
DETAIL A DETAIL C - DETAIL D
LATERAL BASE DITCH LATERAL BASE DITCH O4'j ��� LATERAL BASE DITCH -
-4-2)
Not toS<ple INorroSrolel EXISTING �� 46- ERMING INoftoScale) DETAIL E _
6 b GRADE Imo, ,�� GRADE • LATERAL'V'DITCH 16,37•
lorol I+- NFilloturol I-.- LP , N turol I Not Ip Swle) 5 1-
Slope Groun� l,.dt Fill Ground 1"ht. Fill
d d D Slope OUTLET,T AT CULVERT d D Slope
OUTLET.TRANSITION TO 1 HII
f GEOTEXTILE GEOTFATIIE I' •I EXISTING CHANNEL AT END GEOTEMILE Groun 1'lEt. Slope
D Min.D=1.5 Ft. Min.D=1.5 H. Min.D=1.5 Ft. '7 p
Moe.d=1.0 H. Max.d=To Ft. Max.d=1.0 Ft. Min.D=1.5 H. SEE SHEET 26 FOR-L3-PROFILE
I when a ie< e.G' a=z.o H. wl,ee B I:< 4D' 8=3.0 H. CHANNEL CHANGE DETAIL B •wnee e i, e.o- a=3.a Ft. b=5.o Ft_ SEE SHEET 51 FOR-DRW3-PROFILE
N Li; Type of Liner= CL I Rip-Rap 6=5.0 Ft. iof Liner= CL II Ri-Ra b=5.0 Ft_ (LOOKING DOWNSTREAM) b=5.0 N.
Type p p Type of Liner= CL Rip-Rap SEE SHEET 52 FOR-DRW4-PROFILE
FROM L3 STA.553+50 RT TO 554+60 RT FROM L3 STA.554+60 RT TO 555+60 RT FROM L3 STA.561+30 RT TO 563+50 RT FROM DRW3 STA.10+80 LT TO 11+50 LT SEE SHEET 52 FOR-DRWS-PROFILE
S � SFE SHFFT 7B-2 FOR INTERSECTION DETAILS

X nl 1 N/+rn1 i;; -,.. PROJECT REFERENCE NO. SHEET NO.
v,P: Dewberry
$ �100' 0' 100' f.... Eii"„He roezB R-2233BA 5
; av
LL \ \\\ \ ........1.1.11
■ . ■ ■ eei`� R/W SHEET NO.
\\1 'j -� 1 ROADWAY DESIGN HYDRAULICS
/ I:100 ENGINEER ENGINEER
1
PERMIT DRAWING
- INCOMPLETE PLANS
1 SHEET 3 OF 26
f
1M NOT USE FOR R/W ACOWBITION
N 1 /(4j
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'< ' 11 ACTIVE ROSION / o -L3- POC Sto.563+9/J6-
z UNLESS ALL SIGNATURES COMPLETED
0°0 /E -DRW3- POT Sto.10+00.00
3� j� r � '{"y/.� 1DENOTES IMPACTS IN
i -ORW5- POT Sto.10+0000 4" J w SURFACEWATERi �/ m/ E + j, , ¢' % 1 13 `rs or DENOTES TEMPORARY
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WITH GEOTEXTILE y
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( ' ___- e5
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� DETAIL C � � DETAIL D
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Not to Scale EXISTING �I *�
\-\.._ INor to Scale) S G � TXISTING INot to Scale) DETAIL E
b b GRADE Imo, ILA,, GRADE LATERAL'V'DITCH 16.37'
N I r i► \ 1 Not to Sealel 5 19.4.
I.
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Fill 6'E
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I \N GEOTE%TILE et GEOTEATILE I' I EXISTING CHANNEL.AT END GEOTEXT LE Group 1",H. Slope
Min.D=1.5 Ft. Min.D=1.5 H. Min.D=1.5 Ft. '7 p
Max.d=1.0 H. Max.d=1.0 H. Max.a=1.0 H. SEE SHEET 26 FOR-L3-PROFILE
Min..0 Ft H.
E •When B iz< 6.0' 8=2.0 H. When B is< 6.0' 8=3.0 H.
CHANNEL CHANGE DETAIL B •when a�. s.o' B=3.a H. b=s.o Ft- SEE SHEET 51 FOR-DRW3-PROFILE
N < Type of Liner= CL Rip-Rap 6=5.0 H. iof Liner= CL II Rip-Rap b=5.0 Ft (LOOKING DOWNSTREAM) 6=5.0 Ft.
Type p p Type of Liner= CL I Rip-Rap SEE SHEET 52 FOR-DRW4-PROFILE
FROM L3 STA.553+50 RT TO 554+60 RT FROM L3 STA.554+60 RT TO 555+60 RT FROM L3 STA.561+30 RT TO 563+50 RT FROM DRW3 STA.10+80 LT TO 11+50 LT SEE SHEET 52 FOR-DRWS-PROFILE
Sow SEE SHEET 2B-2 FOR INTERSECTION DETAILS

PROJECT REFERENCE NO. SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PERMIT DRA IN
SITE 1 SZ SHEET 4 O 26
,
150 100 50 CL 50 100 150
CENTERLINE ST-.-L3- 56.+17
EXTEND 2 @ X 6'RC3C
GRADE POINT : . = 991.6
SKEW - 88 I ECREES -
990
PROP 100 YR.
= 971.8 GRADE
TOP OF BANK RT — —
PROP 50 YR POINT 2:1
qga TOP OF SANK LT. \ \
, \
I
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\ • N 966.9 \ EXISTING GRADE '
. •
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(do 9) \ AT C'L
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OUTLET CHANNEL — — — —
EXISTING INV ————_
EL.=966.1
960 .
EXISTING INV 'ED CHANNEL CHANGE
EL.=965.8 EXTEND 2 @ 5' X 6' RCBC
CA_ EL. = 964.8'
1 --
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o-
6.. I ROOD. FERENCE NO. SHEET NO.
I Dewberry NC gi
Ln 1 ,r�,1 -um pS Faoa a R-2233BA _7
2 0 I �'"I I Sg��,F,d !VW SHEET NO.
Q r old'III © •0'■ ■ ■ PERMIT DRAWING RO DWAY ENGINEER HYDRAULICS
ENGINEERS
I 1 • SHEET 5 OF 26
`� � �� n �t© �-9O INCOMPLETE NOT USE PLANS
SMON
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• I +29.00 I t4 ��/�/ SURFACE WATER
438'LT m A I I m ' ''Qiit ///
\\ 3 E .off E \%�397LLT Ok DENOTES TEMPORARY
// / IMPACTS IN SURFACE WATER
� * \I p/7'BEGIN CONSTRUCTION /y/j'� DE NOTES FILL IN
�� \ / o +15.00 , -DRWI- POT St0.lO+OOAO - /
•
` _____...\ III
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/0RIRPAP PAD AT 1UR1501CTIONAL STREAM ��, "�b \\ _ UNLESS ALL SIGNATURES COMPLETED
k IHmro s�I.l s •;.y \\ \+31.54 ia( IT ; ✓ '
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- PROJECT REFERENCE NO. SHEET NO.
E RMI DRAWING ROADWAY DESIGN ENGINEER HYDRAULICS
ENGINEER
HEET 13 OF 26
SITE 6 SW
200 100 CL 100 200
I CENTERLINE S-A. -L3- 617+72
NCTE:
RPB 8' x 8' RCBC BACKFILL ITH NATIVE MATERIAL. NATIVE MATERIAL
= MATERIAL MINI EL. 1022.87 CONSISTS OF I�MTE AL THAT IS EXCAVATED FROM
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1020 SUBJECT TIP APPROVAL BY THE ENGINEER AND
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GRADE PO NT
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PROP 100 YR
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TOP OF BANK RT EXISTING GRADE -
960 - --- N ••�- - -------- -
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D. / / yet"1, PROJECT REFERENCE NO. SHEET NO.
Dewberry
DETAIL A DETAIL B
v / /k 100' 0' 100' oin R-2233BA 11
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W PERMIT D RAW I N G ROADWAY DESIGN HYDRAULICS
b ENGINEER
/ / round Flu Gram z:/ � .. .. o ENGINEER
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-
/' Min.D= 1.5 H. Georenda a Dia. DO NOT USE FOR R/W ACOVIBITION
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Type of Liner= CL I Rip-Rap 6= .0 Ft. Type of Liner- CL II Rip-Rap / SURFACE WATER
FROM L3 STA.640+90 LT TO 643+95 LT FROM STA.L3 645+00 LT %fie///� DENOTES TEMPORARY
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SEE DETAIL B EST 1•IP At1;J55 EXISTING[ SxE rCN
SITE 7 W D TOE ROTECTION EST, r S GfiD \ �� 10E p
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o FROM L3 STA.641+00 RT TO 643+00 RT FROM L3 STA.643+75 RT TO 646+25 RT FROM L3 STA.646+25 RT TO 647+25 RT Min.0=1 H.
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FROM L3 STA.649+60 LT TO 652+00 LT -j \ ; S ]
.• \ \ ltij (] I FROM -L3-STA.653+00 TO STA.654+50 RT
FROM -L3-STA.654+50 TO STA.656+50 RT SEE SHEET 33 FOR-L3-PROFILE
..F

IT 2610 WYCLIFF ROAD
Dewberry PROJECT REFERENCE NO. SHEET NO.
/ / i .-" © J In 1 .. t it rvccanaa_27607 R-22335A U
C ��'�� � —ta,� � �. A Y r A 100' , 0' wW SHEET No.
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LO
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N Cr. J 6 C u Max.d=1 F1. �
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_� ((( FROM -L3-STA.654+50 TO STA.656+50 RT SEE SHEET 33 FOR-L3-PROFILE

0 5 10 PROJ.REFERENCE NO. SHEET NO.
ICIA [Id R 2233BA X 63A
40 30 20 10 0 10 20 30 40 50 60 7D 80 90 100 up 130 140-- I150 160 170 160 150_ 200 2 0 260 230 2%0 250 260
_
_ PERMIT DRAWING
kkl -
SHEET 16 OF 26
j
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-L3-
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b 40 3p 20 10 1� 2.3 33 4.3 5.0 60 70 83 90 100 110 120 130 140 150 140 170 150 190 200 2"0 220 230 240 250 260

IT
o.
PERMIT DRAWING "` Dewberry PROJECT REFERENCE NO. SHEET NO.
a N 6 MA V MI:A" R-2233BA 13
tn
SHEET 17 OF 26 RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACOUISITION
i / Y pQ
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_ DOCUMENT NOT CONSIDERED FINAL
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/ 0, .� ,.E _.
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BEGIN CONSTRUCTION 4-
4 / - 0� j DENOTES IMPACTS IN
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PERMIT DRAWING Dewberry OP° R-22338A 13
L SHEET 18 OF 26 RNJ SHEET NO.
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o 707 708 709 710 711 712 713 714 715 716 717 718 719

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 JD Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. ID (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 SZ L3 561+11 TO 561+24 RT 2-5'x 6'RCBC 0.02 136
1 SZ L3 561+24 RT CHANNEL REALIGNMENT <0.01 <0.01 24 18
2 SY L3 584+19 TO 585+04 54"RCP 0.03 <0.01 323 60
3 WF L3 584+16 TO 585+35 ROADWAY FILL 0.47 0.02
3 WF L3 584+16 TO 585+35 TEMPORARY BYPASS CHANNEL 0.01
4 SX L3 606+50 TO 617+50 54"RCP/LAT BASE DITCH 0.21 0.01 1509 88
_ 5 WE L3 607+66 TO 608+22 LT ROADWAY FILL 0.02
6 SW L3 616+76 LT TO 618+60 RT 8'X 8'RCBC 0.09 583
6 SW L3 617+00 RT CHANNEL REALIGNMENT <0.01 <0.01 21 48
6 SW L3 618+58 LT CHANNEL REALIGNMENT 0.01 <0.01 75 18
7 WD L3 643+23 RT TO 643+80 RT ROADWAY FILL 0.02
8 SV L3 643+38 RT TO 643+91 LT ROADWAY FILL <0.01 102
9 SU L3 643+13 RT TO 645+10 LT 66"RCP 0.10 0.02 702 136
9 SU L3 645+10 LT CL II RIPRAP ON BANKS <0.01 <0.01 20 10
10 L3 649+55 LT TO 651+18 RT 30"RCP 0.02 <0.01 369 29
10 L3 649+55 LT CL II RIPRAP ON BANKS <0.01 <0.01 8 91
11 ST L3 671+97 LT TO 672+82 RT 2 @ 8'x 8'RCBC 0.10 582
11 ST L3 672+08 RT CHANNEL REALIGNMENT <0.01 0.01 44 66
11 ST L3 672+34 LT CHANNEL REALIGNMENT <0.01 0.01 36 70
12 SS L3 703+45 RT TO 705+77 LT TEMPORARY WORK BRIDGE 0.04 457
13 SXJ L3 705+79 RT TO 707+66 RT TEMPORARY WORK BRIDGE 0.11 410
14 SXI L3 706+90 RT TO 707+54 RT TEMPORARY STREAM CROSSING <0.01 67
•
TOTALS*: 0.51 0.01 0.02 0.60 0.23 4534 1568 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
6/14/2021
RUTHERFORD
R-2233BA
34400.1.S5
(Revised 2016 09 09 SHEET 26 OF 26