20201196 Ver 1_R5737_Permit Drawings_20210720

Highway North Carolina Department of Transportation
Stormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 50195.1.2 TIP No.: R-5737 County(ies): Davidson Page 1 of 3
General Project Information
WBS Element: 50195.1.2 TIP Number: R-5737 Project Type: Roadway Widening Date: 4/21/2021
NCDOT Contact: GALEN CAIL,PE Contractor/Designer: STEVE BONDOR,PE-Dewberry
Address: Hydraulics Unit Address: 2610 Wycliff Road
1000 Birch Ridge Drive Suite 410
Raleigh NC 27610 Raleigh NC 27607
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: sbondor(a�dewberrv.com
City/Town: Davidson County(ies): Davidson
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 1.36 Surrounding Land Use: Urban
Proposed Project Existing Site
Project Built-Upon Area(ac.) 32.0 ac. 29.0 ac.
Typical Cross Section Description: R-5737 project is a conversion of the at grade intersection to an interchange at US-29- Existing 12'travel lanes with varying shoulders
70 and SR 1798(Old Greensboro Rd). Typical section is a three lanes with 12'widths
divided highway with varying shoulders and with 24'median.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 21400 Year: 2040 Existing: 19300 Year: 2019
General Project Narrative: Roadway runoff flows to grass shouders in fill sections. Pipe systems include riprap pads at outfalls.One outfall located at RPD 20+20 It uses a energy dissipator to reduce the
(Description of Minimization of Water velocity of the flow out of the pipe network. A 5'lateral base ditch at RPD Station 13+00 LT was added to replace the jurisdictional stream that is being filled by the roadway,
Quality Impacts) which also helped with realigning the existing outfall of the 60"pipe that is currently eroding the fill slope.
Waterbody Information
Surface Water Body(1): Rich Fork NCDWR Stream Index No.: 12-119-7
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments: mercury(Hg)
Aquatic T&E Species? No Comments:
NRTR Stream ID: SD 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)

Highway North Carolina Department of Transportation
gStorrnwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 50195.1.2 TIP No.: R-5737 County(ies): Davidson Page 2 of 3
Additional Waterbody Information
Surface Water Body(2): Abbotts Creek NCDWR Stream Index No.: 12-119-(6)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification:
Impairments: mercury(Hg)
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? 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)
Surface Water Body(3): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification: _
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (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): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (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)

Highway North Carolina Department of Transportation ���
StoYrz Highway Stormwater Program
= STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-5737 County(ies): Davidson Page 3 of 3
. 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?
RPD 20+20 LT Riprap Energy Class I 2.6 Pipe 30 37.4 2.0 N/A
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.

Cil / F SHTSr I` .a\_ I, / SF 0 !'. ' I` 1-1 (` ' ."•\ it 0I IN .c STATE STATE PROJECT REFERENCE NO. NO. SHEETS
See Sheet IA For Index ofSheets
. ,
N.C. R_5737 1
>_,),,,J 1 VISIS N • I '' I ( i I—I A ) " S
S rA C E PR®V.NO. F.A.PROD.NO. DESCRIPTION
CC F�dhs R 50195.1.1 PE
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M Tom-A-Lex College
0o Lake OHO Blvd 50195.3.1 CONST.
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,., 0 DAVIDSON COUNTY
fig) Water �`�� �d',���/`�
a) Davidson-Dave County
a Community allege ,,.,.
Bus
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124 I Lake Pilgrim
ngr h LOCATION: CONVERT A T GRADE INTERSECTION OF
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•
• 29 TYPE OF WORK: GRADING, DRAINAGE, PAVING
• a,•�y N o
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DOCUMENT NOT CONSIDERED FINAL
• • THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. NCDOT CONTACT: AL BLANTON, P.E. UNLESS ALL SIGNATURES COMPLETED
Li) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR NCDOT BY: HYDRAULICS ENGINEER
2610WYCLIFF ROAD
ADT 2019 = 19300 LENGTH ROADWAY TIP PROJECT R-5737 = 1 .320 MILESSUITE H,
IR Dewberry410
RALEIG: NC 27.99 0� pN
t R
50 25 0 50 100 ADT 2040 — 21400LENGTH STRUCTURE TIP PROJECT R-5737 = 0.042 MILES PHONE: [phone] No�?
itlitt
= = ��� NC COA No. F 0929
o
K 9 % TOTAL LENGTH TIP PROJECT R-5737 1 .362 MILES 2018 STANDARD SPECIFICATIONS �' 5 ��'oQo
PLANS �
2 D _ 60 % * STRUCTURE LENGTH BASED ON -L- NB STATIONING. SIGNATURE:
0
x.
50 5 0 50 100 T = 9 % RIGHT OF WAY DATE: DENNIS J. MORY, P.E.
o PROJECT ENGINEER ROADWAY DESIGN
y I . . . . V = 60 MPH AUGUST 30, 2018 ��' Q
3 PROFILE (HORIZONTAL) * TTST 5% DUAL 4% ENGINEER `e��' aoQ�
�}10 10 5 0 10 20 FUNC CLASS = LETTING DATE: BEN STORMER, P.E. o0
o m ' • ' ' 'cm) PROJECT DESIGN ENGINEER
1 i ARTERIAL OCTOBER 19 2021
Now PROFILE (VERTICAL) STATEWIDE TIER P.E.
J J� �\ �� SIGNATURE: J� �

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-L- STA. 72+05 TO STA. 73+52 RT 783 154 382
ENLARGED DETAILS

CO 0 5 10 PROJ. REFERENCE NO. I SHEET NO.CO
R-5737 X -66
1 0 1 0 1 0 120 1 0 1 0 8;0 70 60 50 40 30 0 lU 1U 20 30 40 50 60 70 8'0 1 0 1 0 120 1 0 1 0 I U c� 5 4 3 4 0 9'0 2 0 90 0 < 3 4 y
PERMIT DRAWING
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720 I.. 720
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0 5 10 PROJ. REFERENCE NO. SHEET NO.
co
co
N R -5737 X-70
150 140 130 120 1-0 100 9'0 80 70 60 50 40 30 20 10 0 13 20 30 - I '. :e S :'5 s l I I .I 140 15
PERMIT DRAWING
SHEET 6 OF 15
740 740
0.02
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cr
v, n:;'r PROJECT REFERENCE NO. SHEET NO.
'y�;' Dewberry DIEM,NC 27607
NC COW -9929 R-5737 8
.F
to
/
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS/
ENGINEER ENGINEER
/' 4 //
S 68°32'13'W �EiP
x 311.71'
Q
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DOCUMENT NOT CONSIDERED FINAL
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N co• o0
/ /
PERMIT DRAWING
STATE OF NORTH CAROLINA / / SHEET 7 OF 15
DB 2102 PG 2304
rp
o / * * } DENOTESLEARIN MECHANIZEDCO° OD G LO
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JOHN H. AND
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J KATHERINE H. DAVIS
/ --„II �� DB 600 PG 923
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RETAIN PA BA PA BST m BST DID�'@CE %�' Ew ss PV / / ,.SO''
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SERVICE _ttK-YFX G I RCP 'IA 1.40' EXISTING R/w
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RETAIN CONCRETE DITCH R/w NON BELOW 18"CSP V10=9.5FTOS 10 SY GEOTEXTIFE� ,* C'N 061K NCE-
OUTSIDE OF SLOPE STAKE CHAIN LINK FENCE 4, ,
-L-+38.38 �T 4 4- / 3 y EXISTING R/7/
130.23'RT yA / END FENCE o"'
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1r'I' JOHN H. AND d yA yA 4 �r 4- yG �//
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KATHERINE H. DAVIS 4 yA 4 4 �/DB 600 PG 923 / /
yC yL / / /
� � 4 /� SITE 4
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-4 -4,' / O°.:,,4
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1 . 4 .� � / / /
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!%4--Tir.---.._....'''''..:k 4-
CI y E \\ a '\ SEE SHEET 14 FOR-L-PROFILE
SEE SHEET 19 FOR-RPA-PROFILE
S g \ \ \ 4 4„2 SEE SHEET 22 FOR-RP0.PROFILE
\ . V- • SEE SHEET XX FOR DETAILS

6- filSUITE 410 PROJECT REFERENCE NO. SHEET NO.
2610 WYCLIFF ROAD
Dewberry HONER 919.881 9939
■ NC COA No.F-0929 R-5 73 7 8
R'W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
// t
/
S 68°323" W �E\Px
311,71' '/
O DOCUMENT NOT CONSIDERED FINAL
rr) UNLESS ALL SIGNATURES COMPLETED
N �° 00' 100'
Q�
//
•
�� � • ��
o�'
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LA N
STATE OF NORTH CAROLINA &)� SHEET 8 OF 15
DB 2102 PG 2304 =�
v DENOTES MECHANIZED
* ** * CLEARING
coco Ls)
/ /
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cn o �,� JOHN H. AND
W �_`�. KATHERINE H. DAVIS
N m ���� DB 600 PG 923
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� � �� ��_ • • ��� .:. 41ir
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o W �, � �� I SEE SHEET 19 FOR -RPA- PROFILE
M \ SEE SHEET 22 FOR -RPD- PROFILE
SEE SHEET XX FOR DETAILS

r
C9
0 5 10 PROJ. REFERENCE NO. SHEET NO.
co
N R -5737 X 45
150 140 120 120 110 100 90 80 70 60 50 40 30 20 10 0 13 20 30 40 50 60 70 90 90 100 1-0 110 120 I 140 150 i
PERMIT
RM DRAWING
SHEET 9 OF 15
680 �� r� L--__-_---=-1'--_ 680
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F 70 ?•I ..jam-- - 670
_
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81 + 50.00
EX. EL. 672 .44
F6n 66o
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F9n � 690
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--- _- --
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b60 „• 660
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29 + 05.42
.
EX. EL. 687.69 \
0.02 0.J2 0.02
�� ---- ---- 0.04 - --�,04 0.02 0_02 0.07
F70 671.56 - ,-L ` 670
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EX. EL. 673.76
. F6n 660
_ _ _
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f 100' 0' L: 3;: PROJECT REFERENCE NO. SHEET NO.
Dewberry aaAN° TIZ
■ ■ ■ ■ ■ R-5737 9
• •• •• •• •• j DENOTES IMPACTS IN KW SHEET NO.
SURFACE WATER ROADWAY DESIGN HYDRAULICS
PERMIT DRAWING ENGINEER ENGINEER
SHEET 10 OF 15 /�// DENOTE WETS LANDL IN
" e e C DENOTESLEAR MECINHANIZED
T G
,/g/
'/// M AOCTSS INE SURFACE WATER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Yl- STA°13+00°00
MATCH TO SHEET 7 - -
I
(--
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OMMUN\NGS,L� �y i-*ER �) 1
30 15a cpUNVj ON HpVO WEr pND \
SON �NpP y'- ��
OGO��GE f0 I \`LL©' ,
I
O �// ©© u\ ocn
SITE 5 O i \ CL a RIP RA
1�' \ \ OUTLET
PROTECTION
Br \v' DAVIDSON COUNTY COMMUNITY �'\ LL1 C8 • CB ;., 2 TONS
/`9 �/ COLLEGE FOUNDATION HOLDINGS, LLC I ay " 18"CSPI 7 SY GEOTEXTI E
r TD
k j a Lc)
i 1 E
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I III
TOE PROTECTION /1 1 I -`�-- �`
C CL a RIPAP 'I TOE PROTECTION _
+ DETAIL 9A ' ""1 {j �,,"' DETAIL 9A OW` �I� o� +D0.00 -
in .. ,�.e•14,6 . ,i,,,i ,i.�, R C 1 CI Sta. 12+63 89
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/ . ,,:e���� ��ii Sri F cR PT S
F �� N ��,������ -- T - -- - _ c GCB -YI- POT 10+42.00
N •_ CB �
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F CB l N 70 35'0/B"E 01 I ic) ,\:\\
w II -Y4SP- i�lca /,o�7
N CB
- —_---_F F F = RIPAP ON BANKS ONLY --0--
��-� C—_--- �� - // CL RIP RAP
F /, , SEE DETAIL 98 F c -
/ ^ c --F
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_ ,_/ ♦/ / III i T 49.
9 PROTECTIONO, OUTLET pt
OJ /L�I//, `°�! c I -c \ • - 18"CSP _ 8 SY GEOTEXTILE
_ TOE PROTECTION LBRIPAP /b/,,,, HW HW -Y4SP- PRC Sta.12+94.061 mil JB wMH
N 72°I4'02"E CLDETAIL 9A 0 //,�/'%808.0 "PA0�8' F 106.71'RT JB vrMH -_) \v TDE
V V F- _ _. 1666.43'
Q - W ®WI
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OUTLET -.�.i2a .0.
V/ r� I
- -'---- TOF._._.. PROTECTION PROTECTION�� r
2 TONS 13 TONS -Y4- POT Sta.21+42.96=
•
7$Y GEOTEXTILE 30 GEO x7LE -Y4SP- PT Sto.14+25.72
. .. _ .. \TDF� -Y4SP- PC Sto.10+00.00 -CI- POT Ste.10+99.97
TD O -YI- POT Ste.10+00.00 =
• -Y4- POT Ste.25+84.51
1SFD KEITH ALEXANDER AND
. MYRA JANE CANNON -C1- PCC Ste.11+31.95
-Y4SP- PRC Ste.l1+39.11
• 0
DETAIL 9A DETAIL 9B
TOE PROTECTION RIRPAP PAD AT JURISDICTIONAL STREAM
(Not to Scale) 1Nott°Scale)
•
F\ aS N°tuml
Natural ,L.1;\S\ Ground D ?./ '0
G Ground I.-13 .I Q
d Ge°te„tile D= Pipe Dia.
d= 1 Ft. Geotextile m� HU Exist Channel Length = 4D
6= 2 Ff. Wd
Type of Liner= CL B Rip-Rap Urc U'LL Type of Liner- CL II Rip-Rap •
LOCATION TON SY Y4 STA. RT
•
-Y4 STA.18+50 TO STA.19+30 LT 30 87
-Y4 STA.18+50 TO STA.19+68 RT 35 116
� -Y4 STA.19+65 TO STA.20+50 LT 32 92 CURVE DATA FOR -Y4SP- CURVE DATA FOR -CI-
Pl Ste 10+69.85 P1 Sto 12+18.54 P1 Sto /3+66.06 P1 Ste 10+00.00
A = 12°58'51.8"(RT) A = 3/'02'34.9"(LT) A = 57°34'58.4"(RT1 A = 360°00'00.0°(LT)
74 D = 9°/9'53.6" D = 20'02'00.6° D = 43`44'14J" D = 136'25'06.7°
L = 139J1' L = 154.96' L = /31.66' L = 263.90'
T = 69.85' T = 79.43' T = 71.99' T = 0.00'
R = 6/4.00' R = 286.00' R = 13/.00' R = 42.00'
Se = 0.02 Se = 0.02 Se = 0.02
0
}v SEE SHEET 15 FOR-Y1-PROFILE
S3^ . m SEE SHEET 17 FOR-Y4-PROFILE
t°` SEE SHEET XX FOR DETAILS
OFILE

100, 0' lc i;: Dewberry PROJECT REFERENCE NO. SHEET NO.
FAg
• • • • •
R-5737 9
• • • • • j DENOTES IMPACTS IN RAN SHEET NO.
// SURFACE WATER ROADWAY DESIGN HYDRAULICS
PERMIT DRAWING ENGINEER ENGINEER
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DENOTES MECHANIZED
T. . . . CLEARING
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DOCUMENT NOT CONSIDERED FINAL
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0 5 10 PROJ. REFERENCE NO. SHEET NO.X-89
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R-5737
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up
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100' 0' 100' Dewberry SUITE 410
RALEIGH,NC Mfg
R0aa0N'MT
PROJECT REFERENCE NO. SHEET NO.
DETAIL 6A DETAIL 6B DETAIL 6C a R-5737 6
to LATERAL'V'DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH ■ ■ ■ ■ ■ — RAN SHEET NO.
(Net to Scale) I Not b Scala) INot to Scale) PERMIT DRAWING ROADWAY DESIGN HYDRAULICS
b c ouch \ot Front SHEET 13 OF 15 ENGINEER ENGINEER
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Type of Liner= CL.B Rip-Rap b=5.0Ft. DDE LIE t2LL -Y4-STA.13+22 TO STA.14+50 RT LOCATION TON SY
LOCATION CY TON SY -L-STA.46+00 TO STA.47+00 LT 35 105 DETAIL 6D
RPG STA.12+90 TO 5TA.13+75 RT 29 30 89 STANDARD 'V'DITCH
(Nor to scale)
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o r IMPACTS IN SURFACE WATERS11P-4 LATERAL V DITCH
J OFo ._E E '•`o SEE DETAIL 6A -'
O / '
_ DAVIDSON COUNTY COMMUNITY /
SITE b O A COLLEGE FOUNDATION HOLDINGS, LLC
Bv. DB 1941 PG 1651 ../
MURIEL EVERHART •
O •
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RIRP BANK STABILIZATION ' 3 PROTECTION
AT 1 ISDICTIONAL STREAM • O
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s A`' P�3'' - 5 DB 21 PG 1716
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`.(o_ , '' , s // s�`, PB 61 P_ SEE SHEET 19 FOR—RPB=PROFILE
l oN SEE SHEET 20 FOR RPC PROFILE
io. �' ` �, f' „�a - � SEE SHEET 26 FOR-Y4-PROFILE

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 1 Impacts Impacts Stream
No. (From/To) Size /Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
I
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1A RPD 20+64 TO 21+25 LT ROADWAY FILL 0.003 0.019 0.052
1 B RPD 19+80 LT EASEMENT FOR SKIMMER BASIN 0.014
2 RPD 14+17 LT EASEMENT FOR SKIMMER BASIN 0.022
3 RPD 11+19 TO 13+43 LT ROADWAY FILL 0.037 243
3 L 80+88 TO 81+57 RT BANK STABILIZATION 0.004 11
4 L 80+88 TO 81+57 RT ROADWAY FILL 0.004
5 Y4 19+36 LT TO 19+80 RT 42" RCP-IV 0.067 0.013 0.006 111
5 Y4 19+80 RT BANK STABILIZATION 0.001 12
5 Y4 19+76 RT EASEMENT FOR SKIMMER BASIN 0.003
6 L 39+23 TO 40+50 RT BANK STABILIZATION 0.003 40
TOTALS*: 0.07 0.00 0.00 0.07 0.05 0.05 0.00 417 0 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7/21/2021
DAVIDSON COUNTY
R-5737
50195.1.1
Revised 2018 Feb SHEET 15 OF 15