20200306 Ver 1_910216_Permit Drawings_BUFFER_20200225_20200225

I Ijush,vav North Carolina Department of Transportation
�itt)11114f
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN""'`fir
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 1713P.5.R.79 TIP No.: 17BP.5.R.79 County(ies): Wake Page 1 of 1
General Project Information
WBS Element:
17BP.S.R.79 TIP Number: 17BP.5.R.79 Project Type: Bridge Replace Date: 2/25/2020
NCDOT Contact:
Galen Cail
Contractor / Desi ner:
Reid B. Robol - VHB
Address:
1000 Birch Ridge Drive
Address:
940 Main Campus Drive
Raleigh, NC 27610
Suite 500
Raleigh, NC 27606
Phone:
919-707-6711
Phone:
919-754-5005
Email:
cail ncdot. ov
Email:
rrobol vhb.com
City/Town:
Wendell
Count ies :
Wake
River Basin(s):
Neuse I
ICAMACounty?
I No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.11 T Surrounding Land Use: IForest, agricultural, and rural residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
1.6 ac.
1.1 ac.
Typical Cross Section Description:
Bridge: 1 @10', 2@11' lanes with 4'-3" paved shoulders and 8' sidewalk (proposed multi-
2@9.4' lanes with 2.0' shoulders. Dead end road at bridge.
use path). Road (-L-):
1 @VAR (10'4), 2@11' lanes with 2' paved shoulders (4.25' w/ guardrail/8' sidewalk) and
4' grass shoulders. Road (-Y1-/-Y2-):
2@9.5' lanes with 2' paved shoulders and 4' grass shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 3200 Year: 2025
1 Existing: 0 Year: 2019
General Project Narrative:
State project 17BP.5.R.79 involves the replacement of the existing NCDOT Bridge #910216 on SR 2366 over Buffalo Creek. Bridge #910216 consists of 2@25.3' timber floor on
(Description of Minimization of Water
salvaged 1-beams with timber caps on timber piles and abutments. The proposed bridge consists of 1@50' 1@35' 21" cored slab with 2'-6" caps. The proposed crossing is
Quality Impacts)
located in Zone AE of FIRM Map number 3720177400J and was studied by Detailed methods. A stormwater ouffall is proposed inside of buffer zone 2 and a Rip Rap pad will be
utilized to dissipate the energy. The standard V ditches at 11+26 L RT and 12+81 L LT meet non -erosive velocity requirement for 10YR discharge. No deck drains are required
for the proposed bridge.
Waterbody Information
Surface Water Body 1 : Buffalo Creek NCDWR Stream Index No.:
27-57-16- 2
NCDWR Surface Water Classification for Water Body
P imary Classification:
Class B
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? INo
Dissi ator Pads Provided in Buffer? IYes
Deck Drains Discharge Over Water Body?
INo
(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)

C
o_
0
N
O
U)
0)
C
.3
0
L
0
0
C
C
E
C
0
L
w
w
0
0
Q
5�-)
Q 0 U)
L�
00
(0 1
64
264
2300
PULLEY
TOWN
ke
RD.
h
97 aa'
264
END
PROJECT
Oto T
R� gOR0
eus
64
1003
ROLESVILLE
Z\S
2364
LILES-DEAN
\
2366
OLD
RD.
BATTLE
7
BRIDGE
cow Pr
RD.
O
2501
le Rock
EAGLE
ROCK
RD.
2503
BEGIN
Ozo
�
1003
Fla
EAGLE
PROJECT
ROCK
RD.
VICINITY MAP
OFF —SITE DETOUR
See Sheet I A For Index of Sheets
See Sheet I For Conventional Symbols
NOTE:
SR 2366 IS CURRENTLY
CLOSED TO TRAFFIC.
STATE OF NORTH CAROILINA
DIVISION OF HIGHWAYS
S
WAKE COUNTY
LOCATION: BRIDGE NO.216 OVER BUFFALO CREEK
ON SR 2366 (OLD BATTLE BRIDGE RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
'K �kkKk�nk Kl
BUFFER IMPACTS PERMIT
SITE I
k kK M�
k
.k Kk KK kKKkK k��4
�K k Kk Kk Kk Kk k!
kK K KK KK KK K� ��
K`KkKK KkKK �k �kktk kk klKl�
kk k K kK kK kK kK kK K+��
k,��Kkk 4k V KkK Y�kkKkV KkK �k�k�
lk Kk Kk K k kk kk kK kk✓
kkkkkk Kk KKkk k K K kKKK
K
kk kK KK
k K kk kk k�
'kKKVKµKK KK K KK\)
k k
K KK KK K k k
k �k �kKkk K Kk k
K kK kK ,kK 'k KkK kV
kk y:k kk kKKK�
K,kK KK Kk Kk \
KK KK
\kk k kk
SITE 2
STAIR
9TAT6 PRQIRCP RRPRRRNCB NQAL
N.Cj
17BP.5.R.79
BTATB PRQl.N0.
P.A.PRQl.N0.
De6CRDT10N
17BP.5.R.79
WA
PE
17BP.5.R.79
WA
ROW
17BP.5.R.79
WA
UTILITIES
17BP.5.R.79
WA
CONSTRUCTION
BUFFER DRAWING
SHEET 1 OF 3
_L_
SR 2366 (OLD BATTLE BRIDGE RD.)
TO
BUSINESS 64 —
DOCUMENT NOT CONSIDERED FINAL
CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. UNLESS ALL SIGNATURES COMPLETED
THIS PROJECT IS WITHIN MUNICIPAL BOUNDARIES.
Prepared in the Offices of.
HYDRAULICS ENGINEER
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
77AS
LENGTH ROADWAY STATE PROJECT 17BP.5.R.79 = 0.078 mi.
T E WA R T
Vhb
50 25 0 50 100
ADT = 2,000 + VPD
LENGTH STRUCTURES STATE PROJECT 17BP.5.R.79 = 0.017 mi.
°° �=
> o `°�11 =�•.a=�==
VHB Engineering NC, P.C. (C-3705)
940M,i,C,RMe!
®� �®��� ge
V = 40 MPH
PNc2,,6 buice11,
PLANS
=
CLASS RURAL
TOTAL LENGTH STATE PROJECT 17BP.5.R.79 = 0.095 mi.
2018 STANDARD SPECIFICATIONS
PE
e�
RIGHT OF WAY DATE:
50 25 0 50
100
LOCAL
ANDY YOUNG, PE
SIGNATURE:
RJR
PROJECT ENGINEER
ROBERT WILLIAMS, PE
ROADWAY DESIGN
ENGINEER
SUBREGIONAL TIER
OCTOBER 11. 2019
�A
RIGHT OF WAY
PROFILE (HORIZONTAL)
COMPLETE:
PROJECT DESIGN ENGINEER
10 5 0 10 20
LETTING DATE:
JULY 21, 2020
LISA GILCHRIST, El
P.E.
SIGNATURE:
NCDOT CONTACT
PROFILE (VERTICAL)

PROJECT REFERENCE NO. I SHEET NO.
z
O
w
ELIZABETH ANDOERSON BECKL„
N 12.24'400W-
BEGIN STATE PROJECT
SPECIAL CUT
SEE DETAIL 1
��N k
0
m
`.T
v
\\ \\m ELRABBECKERTERSON
Sta. 11+94.00 \ 6 ��
\\ STANDARD BASE DITCH
`F EST DDE= 150 CY
SEE DETAIL 2
END PAVING \«
—Y2— Sta. 10+70.68 \Nw
F h
STANDARD BASE
DITCH
EST DDE=85 CY
SLOPE -3.3% s,
SEE DETAIL 2 \ , \ _ .00
iZ
O
ELIZABETH ANDERSON
BECKERT
:A,*
CONC
'6 SPECIAL CUT DIT H
SEE DETAIL 1
7N �Y4 TIDN
SITE..21k
^
STANDARD V DITCH
StO. lO
\t \k \k
7- iOO.00 EST DDE=2 CY
SLOPE=0.7%
\t
/ SEE DETAIL 3
DETAIL 7
TEMPORARY CAUSEWAY
(NOT TO SCALE)
MIN ELEV-2T2.1'
CLASS A RIP RAP
NG_
N G
GEOTEXTILE CLASS II RIP RAP
4�
2 aQ
y0? CLASS 6 RIP RAP
er,� OJ EST 2 TONS
0 EST 7 SY GEOTEXTILE
C+
� E
Z0 '47
10+60.04
�P
CLASS B RIP RAP
EST 5 TONS
q i
e O.i,�r'OJO/
EST 14 SY GEOTEXTILE
¢�G
-STANDARD BASE
DITCH
0ol y,�0
EST DDE-55 CY
'T
SLOPETOIL%
SEE DETAIL 2
CLASS II
RIP RAP
CLASS I RIP RAP
r15"
RCP -IV/
EST 11 TONS
I
EST 22 SY
:
EI
h
CONTRACTOR WILL LIMIT TREE
CLEARING ACTIVITY IN HPB AREA AS
DIRECTED BY ENGINEER
UPON REMOVAL OF TEMPORARY
CAUSEWAY, CONTRACTOR WILL RETAIN
CLASS II RIP RAP BANK STABILIZATION
PER DETAIL 5
CONTRACTOR MUST COMPLETELY
REMOVE ALL EXISTING AND OLDER
BRIDGE COMPONENTS, USING
APPROVED NCDOT BMP METHODS
WHEN APPLICABLE
� CLASS B RIP RAP
EST 3 TONS
EST 10 SY GEOTEXTILE
DER BASE DITCH EST O
EST DE CY
� � • \3 OP�EE-1 I5 4 — —
\e
BW & G GROUP, LLC
\E `k R
µ�
CLASSIIk�RpP
ES 2 TO
ST 7 SY GEI'JfiE� IL`�
^ END SB'6\\
\ �\ 98
TB 2
TOE PROTECTION
SEE DETAIL 6
EST 121-SYQUEq�EXTILE
\ SEE DETAIL 5"` J
`BANK STABILIZATION
CLASS II RIP RAP
EST 162 TONS
EST 173 SY GEOTEXTILE WILLIAM M WOMBLE, AIR
SEE DETAIL 5
II RIP RAP
DETAIL 1
SPECIAL CUT DITCH
Nol to ScPle)
Ditch
SI.PIoPe
Ground ?;/ D
Min. D= 1.5 Ft.
FROM STA. 10+50 TO STA. 12+18 —Yl— LT
FROM STA. 10+50 TO STA. 12+18.5 -Yl- RT
FROM STA. 10+30.6 TO STA. 11+00 -L- RT
PUE
PUE
24 —
ROADWAY DESIGN HYDRAULIC
,\ ENGINEER ENGINEER
WA
*'vhb
...nn•
S T E WA R T
YHB Epymeermy NC, PC. eC-370
9 o Main campus Drive, SURE S.
Ralei q NC n6C6
BUFFER DRAWING
SHEET 2
OF 3
® ALLOWABLE IMPACTS ZONE 1
\\\\\\\ ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
N
—E
EXISTING RM E I
T --- — — — — — GR
�� — ---- --- — SR 2365 VAR BST N 32 /7' 4
_---
�� _----—c----—_-- LOWOF
A— —rr— — IP — —r— — — _
• —rv— —
EIP EIP EXIST p-T L r— — _ .RISER �=
PROJECT
DETAIL 2
STANDARD BASE DITCH
I Not 1a Style)
Nulurol NPlurPl
Groond z,� D ,�.\ Groun
Min. 0-1.5 Ft.
B=3.0 Ft.
FROM STA. 12+18 TO STA. 12+30 -Yl- LT
FROM STA. 10+00 TO STA. 11+94 -Y2- LT
FROM STA. 10+15 TO STA. 11+27 -L- LT
DETAIL 3 DETAIL 4
STANDARD 'V' DITCH STANDARD BASE DITCH
I Not to Seale) (Nol to Style)
NPlurol Nroun
Nalurol 1 Naluml Groun ?/ D ,L.,
Ground Z.� ,�.\ Ground
D
Min. D= 1.5 Ff.
Min. D=1.5 FB . =2.0 Ft.
FROM STA.11+00 TO STA.11+26 —L— RT AT STA. 12+93 —L— LT
NELSON KEITH AYSCUE
,n
ECTu ECMV
DETAIL 5 DETAIL 6 \
BANK STABILIZATION TOE PROTECTION
( Not to Smle) (Nol to Scole)
3.0'roin.
2.0' Nateral �G­il.
NWS GroondGEOTEXTLE b- 1.2. Ff.6= 20,Ft.
Type of Liner— CUSS II RIPMP TYPO
of Liner— Class B Rip —Rap
FROM STA.11+53 TO STA. 11+68 —L— FROM STA, 12+43 TO STA.13+10 —L— RT
FROM STA.12+02 TO STA. 12+28 —L-
HEPHZIBAH BAPTIST CHURCH
5 0' 0' 100,
GRAPHIC SCALE
FOR\—L— PROFILE,SEE SHEET 5
FOR STRUCTURE PLANS,SEE SHEETS S—ITHRU S—l8

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
11 +26/12+79 -L- LT
1 @50' 1 @35' 21' CS W/ 2'-6" CAPS
X
2011
478
2489
1
11 +26/12+79 -L- LT
1 @50' 1 @35' 21' CS W/ 2'-6" CAPS
X
746
1330
2076
2
11 +18/13+09 -L- RT
1 @50' 1 @35' 21' CS W/ 2'-6" CAPS
X
1647
1647
2
11 +18/13+09 -L- RT
1 @50' 1 @35' 21' CS W/ 2'-6" CAPS
X
1206
1733
2939
TOTALS*:
5610
1 3541
9151
0
0
0
0
0
NOTES
2018 Feb