20191658 Ver 1_BR0002_hyd_PERMIT DRAWINGS_20191014_20191206

H1ghWdy
StOCCY1jf
(Version 2.08; Released April 2018)
North Carolina Department of Transportation °� °t
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 67002.1.1 TIP No.: BR-0002 County(ies): Ashe Page 1 of 2
General Project Information
WBS Element:
TIP Number: BR-0002Project T pe: brid ere lacement Date: 9/15/2019
NCDOT Contact:
7§71.1
e Ber , PE
Contractor / Desi ner:
Michelle Ber , PE NCDOTAddreirch
Ridge Dr.
h,NC 27610
Address:
same
Phone:
919-707-6719
Phone:
same
Email:
mgber[y(@.ncdot.gov
Email:
same
City/Town:
Warrensville
Count ies :
Ashe
River Basin(s):
New
ICAMA County?
no
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.322 mi. I Surrounding Land Use: wooded/residential
Proposed Project
stin Site
Project Built -Upon Area ac.
1.6 ac.
1.2 ac.
Typical Cross Section Description:
The proposed cross-section is 2 lane undivided, 12' wide lanes with 8' shoulder (11' in
guardrail locations). The clear roadway width of the proposed bridge is 35'.
The clear roadway width is 23', while the existing bridge is 26'. The typical section is 2
lane undivided with grass shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 4100 Year: 2040
Existing: 4010 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Project will replace existing 6 span bridge with a 3 span 54" pre -stressed concrete girder bridge with 4' deep caps with 1.5:1 spill through abutments. The span arrangement will
be 1 @ 85', 1 @ 11 0'and 1 @ 85'. Proposed bents will be located outside of the stream and the existing bents will be removed from the stream. Deck drains will be placed on
the bridge where they do not discharge over water. One SR and one driveway will be realigned due to site distances of the proposed bridge. Construction will be staged to
maintain traffic on site. Existing drainage patterns will be maintained. 2:1 roadway fill slopes are used to minimize footprint of the overall project. Ditches will be vegetated
where possible. Riprap pads are used at pipe outlets to dissipate energy and prevent erosion. A retaining wall was included to prevent significant impacts to Buffalo Creek (10-
2-20) which is a NCDWQ Trout Stream. There will be an in -water moratorium for Hellbender from August 15 to Norember 15. No wetland impacts are anticipated.
Waterbody Information
Surface Water Body (1): North Fork New River
NCDWR Stream Index No.:
10-2-(12)b
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
(ORW)
Other Stream Classification:
None
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
1yes
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
INo
I (If yes, provide justification in the General Project Narrative)
I
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

HighwayNorth Carolina Department of Transportation
gSYOPri1WS1t0T Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 67002.1.1 TIP No.: BR-0002 Count ies : Ashe Page 2 of 2
Additional Waterbody Information
Surface Water Body (2): Buffalo Creek
NCDWR Stream Index No.:
10-2-20
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Trout Waters Jr)
(HQW)
Other Stream Classification:
None
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffalo Creek
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? I N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
INo
I (If yes, provide justification in the General Project Narrative)
I
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (3): 1 UT to Buffalo Creek
NCDWR Stream Index No.:
10-2-20
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Trout Waters Jr)
(HQW)
Other Stream Classification:
None
Impairments:
turbidity
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
SA, SB, 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?
No
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (4): UT/ North Fork New River
NCDWR Stream Index No.:
10-2-(12)b
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
(ORW)
Other Stream Classification:
None
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
SD
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? I N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

C
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2
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a
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01 C
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0 E M
I I
See Sheet IA For Index of Sheets
See Sheet tB For Conventional Symbols
1502
1351
504 1688
1351
1503
134]
1502
TIP PROJECT BR-0002
AMht
sent rt�dK 9 CDQnry
Elementary School Middle
School
164
$$ IS05
Warrensville 1506
194 50]
88 I
16]2
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HiGHWAYS
ASHE COUNTY
LOCATION: BRIDGE NO. 8 ON NC 194 OVER
NORTH FORK NEW RIVER
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN TIP PROJECT BR-0002 -L- STA. 15+25.00 A
RF
2
;IN CONSTRUCT
SITE 1
SITE 3
O / END BRIDGE
BEGIN BRIDGE /' —L— 25+20.00
—L— STA. 22 + 40.00—Y— _
111 2
—L— NC 194
N —�— STA. 15 + 15.00
N BUFFALO CREEK
d`
7 III"-
0
N DESIGN EXCEPTION FOR SAG VERTICAL CURVE
VTHIS PROJECT HAS NO CONTROLLED —ACCESS. SITE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
IV
'I
H�j
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL) 04
DESIGN DATA
PROJECT LENGTH
ADT 2020 = 4010
ADT 2040 = 4100
K = 12 %
LENGTH OF ROADWAY TIP PROJECT BR-0002 = 0.269 MI
D = 55 %
LENGTH OF STRUCTURE TIP PROJECT BR-0002 = 0.053 MI
T = 7 %
V = 60 MPH
TOTAL LENGTH OF TIP PROJECT BR-0002 = 0.322 MI
* TTST = 2% DUAL = 5%
FUNC CLASS =
MAJOR COLLECTOR
REGIONAL TIER
ACESTATE PROJECT REFERENCE NO. SHEET
BR-0002:�t
78 -.NO. . . R6CRIPTWN
67002.1.1 P.E.
67002.2.1 ROW
PERMIT DRAWING
SHEET 1 OF
' SITE 4
LANSING
END TIP PROJECT BR-0002 -L- STA. 32 +25.00
Prepored In the Office of:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
2018 STANDARD SPECIFICATIONS
TATIA L. WHITE, PE, PLS
RIGHT OF WAY DATE:
September 20.2019
PIOTR J. STOJDA
PROJECT TEAM LEAD
LETTING DATE:
MAY 19, 2020
HYDRA ULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
SIGNATURE:
P.E.
I
INCOMPL]E°Jl°]E PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

SITE 1
3X
\
MARY L. R. NARTSOE — — — — — — — — —
oG RRe�o T Fo
`o p°
R,PC Sta. I0TW
�p— —
EysT
%L— PT SIM 12
DETAIL A DETAIL G
SPECIAL CUT 4' BASE DITCH PIPE OUTLET CHANNEL STABILIZATION
(N. to Sc.I.) (NolN Smle) �'N
Pr� e��so e"B Min. D= 1 R.B=4 H.en lalaM\�
-L- FROM STA.I5+ZS TO STA. 18+84 LT I"eg*- S F' `11'en-A
TEMP. IMPACTS IN SURFACE WATER ""°�° "— Ce- STA. 8+99 Q
-L- STA. 18+9111
PROP. RAW
IMPACTS IN SURFACE WATER
hil
4'X'4 PApSTS ISMTLBUS
48, 4S µ \\ \ 0 0 0 0
NEST ENO„\W THS. L
VA—R GR _ 1,
\ l\\\ \ \ O 00040PGOO O OC
NtLIAM R.JOINSON
MIKE ELORETH
e �I DOW ELDRETH
WELLQD
S
3-
QO/
x 24 ST, FO
• \� \�. / //MIKE
E ELORET
\ U / DIAN ELDRETX
`r /
DENOTES TEMPORARY
IMPACTS IN SURFAC�WATER
BY2-15 /
_ DENOTES IMPA9�S IN
SURFACE WA R
h
/ ——P
•
SPECIAL CUT 4' BASE DITCH
SEE DETAIL
400 P
BELIE L. BARKER
,EARETTE J.BARKER
Q HW
TEMP. CAUSEWAY & TEMP.
IMPACTS IN SURFACE
WATER
C
—Y— PT
IT S/oe 20M 4 28zGl
8 ST,F
REMOVE HW E
BL
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IINCOMPLEP' E PLANS
W NOT USE MR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL 1
PERMIT DRAWING
SHEET 2 OF 7
E. RED CRAIG
KAY G. CRAIG
O. 10f00A0 RETAIN
SYSTEM]
Ta. Jv*oo. rn�j
E IN
m
� a
4 / U
h/ h
a
EI /
� a
I
PHYLLIS A.IHERLANC
WETLAND AND SURFACE WATER IMPACTS PERMIT
/ FOR -L- PROFILE, SEE SHEET 6
FOR -Y- PROFILE, SEE SHEET 7
r
SITE 2
3XL, -
.�/�. �S/\ RETAIN SYSTEM
PIPE OUTLET
STABILIZATION
SEE DETAIL
0 +
r-
—� CREEK
ITE 3
I
RETAINING WALL I I
IMPACTS IN SURFACE WATER
TEMP. IMPACTS IN SURFACE WATER —� ASHE COUNTY BOARD OF EDUCATION • •
T
H
LLI
LLI
N
LLI
W
N
0
Lo
CV
H
N
J
LLI
J
V
• DRIVE TURNOUT RADII ARE 10' UNLESS OTHERWISE Ndt D 1
aEc

4•X. ISMTLBUS
S75
m
;z -
_
tee,
yv
DENOTES TEMPORARY /
IMPACTS IN SURFArATER
BY2-15
a
DENOTES IMPA S IN
SURFACE WATER
/ / WETLAND AND
i
N,ST'ENDA
DETAIL A DETAIL G
SPECIAL CUT 4' BASE DITCH PIPE OUTLET CHANNEL STABILIZATION
IN. t. S.1.1 (N.Iro Style) N'
rcm D A'� ergs p Gr..n Bewn.�luBad
� �� P°a si.p.
B Min D= 1 F 1
B=4 F Gee,eMile —L— FROM STA. . IBM O1STA.15+25 TO STA. LT �N
TEMP. IMPACTS IN SURFACE WATER IA.,A.,_,re, In A
-L- STA. 18+9 0 RT �p--
PROP. RNV
IMPACTS IN SURFACE WATER
bl / JEAETTE JL. BARKER
BARKER
TEMP. CAUSEWAY & TEMP.
IMPACTS IN SURFACE
WATER
i
PROJECT REFERENCE NO. SHEET NO.
BR_ 4_
RW SHEET NO.
IOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC©MPd E FE PLANS
OO NOT CSe FOR / W ACOCISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 7
E. REID CRAIG
KAY G. CRAIG
t
LLI
LLI
co
LLI
LLI
ci
y. /� \ —.� ...� \ BL_ \
RETAIN
Lo
I -- J D E •e�
—
` ! �
z
TY
P
O
P
\ h C
\\\ `� \ \ �•—� fir, ,` (' RETAIN SYSTEM
PIPE OUTLET CH
--STAP.ILVATIeN- R
`SEE DETAIL �� / LI.J
KER
PHYLLIS M HERLAND
BASKETBALRLTTENNIS I yl��� \\ \\\\\ l \ \ \\
cou I I '��%�%AA�\\\
RETAIN I G AL
I4ACTS IM SU FAE WATER
TEMP. IMPACTS IN SURFE\NYXT It
SURFACE WATER IMPACTS PERMIT
FOR -L- PROFILE, SEE SHEET 6
FOR -Y- PROFILE, SEE SHEET 7 a
DRIVE TURNOUT RADII ARE 10' UNLESS OTHERWISE NOW

z
O
SITE 4 DENOTES TEMPORARY SHEET NO.
ROADWAY DES DESIGN HYDRAULICS
/ IMPACTS IN SURFACE WATER ENGINEER ENGINEER
3 X INC®A'IPLE ]E PLANS
DO NOT USE FOR / W ACQUISITION
I
O TEMP. IMPACTS IN SURFACE WATER DENOTES IMPACTS IN 105
SURFACE WATER �Po
/ \ PROP. CONST. EASEMENT DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
BLUE RIDGE
ELECTRIC 1 IMPACTS IN SURFACE WATER SHEET 5 OF _7
>>7 MEMBERSHIP �`-
CORPORATION
CH & 1 � ���� � ///////////// llllllllll�l I1,4 � j (hL. � %%�rr��'i�� •�`% _ _ _ __-��__� _ _ -
/
.�/j//\`_ a'� �� � 42�
' "Jjll%�
//�/�/�` f l�l ///% /� f fi I 1 l I I I I I I
W /
/ / l�f (/ / \
��I�;
W
_ ��- III llllllll \\ I�
Ur)i I- .11 IRS
W / IIIIII IIIII�I 11` ile\ a= 3•�� �i /� /� / \ _ _— — — ��
cLu
/// / I \ � � t��/� // �an.•� \ � � � 1 LAN R K //// /. I� \\ \ '1 O �� �+ � _ /i �� � % \ � \`
BRID E ASO
D FL
AIN _
CN
71
a
— _ _
T24 RCP 30 A
N LAS4
JA�A/ `� —�srMi
Lu
°Al—
J RETAIN
F— YL \'�T \N� A a Z�gst /m I S / / �\ \���r� _�_/�„`�,///��/ A°•��. r G
� —1
\, RETAIN \ ' 1 IM—
'� I
XATHRYN ASHLEy.. ��t, ,co R. +SrN S'� 3� �i %`�S—� i=i= ti-i--�✓^�✓ �����_ _ _ j� �/�j�//t-'j1/J w I -� /// /— _ �- \—
CHARLE L. RHODEs \ ARDEEN BAHODES
WETLAND AND SURFACE WATER IMPACTS PERMIT
�/ .ea, �,a�,a_.°�,a—�_.° .ems,°�..•_
FOR -L- PROFILE, SEE SHEET 6
FOR -Y1- PROFILE, SEE SHEET 7
\ FOR -DRI- PROFILE, SEE SHEET 7
DRIVE TURNOUT RADII ARE 10' UNLESS OTHERWISE NOTED

ff
11+
L- •DES/ N EXCEP /ON FOR SAG VER /CAL
B
G/N PRO
/LE
- STA /5
25.00
PIPE
YDRAU
/C DATA
_ 2f.0
P__ Sta.
18+8Q9Q
DES/G
FREOU
CY
= 5Q_
YRS
DES/G
D1SCH
E
= 17;6
CFS
DES/G
HW EL
NATION
= z66/;4_
FT
AR HW
EVATION
= 268/;4
FT
R
OPP/NG F
EOUEN
= 5QQ
YRS
l7ozY
R
OPP/NG
SCHARGE
= 26____
_CFSFT
P1 = 7+20.00
EL = 2.688.87'
Now
BM•
RR SP/K
/N BASE
TRIPLE
5' SYCAMO
E
-BL
STA. l7+
9.Op 65'
T.ELEV.2
6358'
-L-
STA 23+
9.98 /l1.78
RT.
BRILGE
HY
AULIC
)ATA
D
SIGN DISCHARGE
= /48
Cf
S
0
SIGN FR
OUENCY
= 5Q_
Y
S
D
7SIGN HW
ELEVAT/0
= 26_
1.9__ F
B
E DISCt
1ARGE
= 179
Cj
S
B
E FREC
VENCY
= lQQ
Y
S
BASE
HW i
LEVAT/ON
= 267
;2F
WERTOPPIA
G DISCHMGE
= 22
±__ cj
S
ERTOPP/
FREOU
NCY= +5
Y
S
D
TE OF
RVEY
= 02
12019
W
AT
.ELEVAT/
DATE Of
N
SURVEY
= 2
.35 f
a
24-
CSP
BRIDG
(STRU
T(
12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+00
20+00
21+00�
TEMP. CAUSEWAY
-L
EL. 2661.35" - 1 t ABOVE OWS
CLASS II RIPRAP WITH V OF CLASS I RIPRAP
ON
TOP
TEMP. CAUSEWAY SHOULD NOT BLOCK MORE
THAN
50% OF
STREAM AT ANY TIME
Pl= 3
+55A0
[�
ND PROF
L- STA
LEV = 2
LE
2+25DO
/2 5/
EL =
70826'
P1=26'75DO
OS =
5MPH
____
--
___
EL = 2
ELVC
926'
-
- -
=90
nS = X,
UP14
c n0002
.. j I j -.`4
2670 \ U NN U NN
m
i
2660
BR DGE EXC NATION
(S RUCTURE PAY ITEM
2650
24+00 25+00 26+00 27+00
PROJECT REFERENCE NO.
SHEET NO.
BR-0002
6
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
lE PLAINS
IIN(C©MPLE
DO NOT USE FOR
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PE IT RA 1NG
wil
R"1l .. 1
I���III�JJJJJJrr �
r�
mom
11 23f 11 11
immomme
fI0
N WETLAND AND SURFACE WATER IMPACTS PERMIT
II
41
BM•3
R SPIKE
/N BASE
8'WH/TE
PINE
-BL-
TA 24+16.
98 LT.
LEV.27/9.
0
-L- S
A 30+30.
0 114.30'
T.
+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
LEFT OITCH -
RIGHT bITCH - I - - - - -
K

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 15+24 LT to
Ditch Excavation
< 0.01
< 0.01
22
16
-L- 15+41 LT
2
-L- 18+77 RT to
Outlet Protection
< 0.01
< 0.01
18
11
-L- 19+05 RT
3
-L- 23+26 to
Temp Causeway
0.07
81
-L- 23+79
4
-L- 30+58 LT to
Replace pipe, add headwall
< 0.01
< 0.01
1
15
-L- 30+76 LT
TOTALS`:
< 0.01
0.07
41
123
0
"Rounded totals are sum of actual impacts
NOTES:
Temporary Causeway should not block more than 50% of stream at any time.