20191547 Ver 1_BR-0113_Permit Drawings_20191029_20191107

1-11ghway North Carolina Department of Transportation
wk "I h Highway Stormwater Program
Ll
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 48822.1.1 TIP No.: BR-0113 County(ies): Halifax Page 1 of 1
General Project Information
WBS Element:
48822.1.1 ITIP Number: BR-0113 Project Type: Bridge Replacement Date: 10/9/2019
NCDOT Contact:
Chad Co ins
Contractor / Desi ner:
Wetherill Engineering, Inc. / Ana Passman, PE CFM
Address:
Highway Division 4
Address:
1223 Jones Franklin Rd.
509 Ward Blvd. PO Box 3165
Wilson, 27895
Raleigh, NC 27606
Phone:
252-640-6427
Phone:
919-851-8077
Email:
tcco ins ncdot. oy
Email:
a assman wetherillen .com
City/Town:
Brinkle ille, NC
Coun ies :
Halifax
River Basins :
Tar -Pamlico
CAMA Coun ?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.112 mi. Surrounding Land Use: IRural, Wooded, Agricultural
Pro osed Project
Existing Site
Project Built -Upon Area ac.
0.4 ac.
0.3 ac.
Typical Cross Section Description:
(2) 10' lanes with grassed shoulders and up to 6.42' shoulders with guardrail. 6.42'
(2) 10' lanes with grassed shoulders
shoulders are variable width paved.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 340 Year: 2019
Existing: Year:
General Project Narrative:
Replace Bridge No. 115 over Rocky Swamp on SR 1601(Sledge Road). Use 1 @35', 1 @55' of 21" Cored Slab with 4'-0" deep caps. A TB 2GI will outlet on the downstream
(Description of Minimization of Water
side of the bridge with 15" pipe with 2 elbows onto a Class B riprap pad. No deck drains will be required.
Quality Impacts)
Consider planning minimum measures:
• Maximizing shoulder section: Done to the maximum extent possible as allowed by roadway design standards.
• Minimizing roadway side slopes: Done to the maximum extent possible as allowed by roadway design standards.
• Assessing and minimizing the impacts of stormwater runoff to environmentally sensitive areas: The runoff from 2GI will bedissipated by the Class B riprap pad at the pipe
outlet.
• Promoting sensitive intersection of streams: Project contains a single stream without intersections.
Consider design minimum measures:
• Providing adequate ground cover: Done to the maximum extent possible.
• Stabilizing slopes: Provided Class II keyed in riprap for sloping abutment scour protection. Also Class II riprap under the bridge up to first existing bent for overbank
stabilization, as requested per Division DEO.
• Providing adequate energy dissipation: Done to the maximum extent possible.
• Preserving natural features: Impacts to stream are minimized to the maximum extent practicable.
• Maximizing vegetative conveyance: Done to the maximum extent possible.
• Encouraging diffuse flow: The stream receives minimal concentrated runoff. Class B riprap pad at theoutlet of TB 2GI.
• Minimizing direct discharge from bridges: No deck drains are used on the project. The runoff from TB 2GI does not directly discharge into stream.
1011111111fWaterbod Information
Surface Water Body (1): Rocky wamp
NCDWR Stream Index No.:
28-79-28- 0.3
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
None
Impairments:
None
Threatened/Endangered Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: Tar -Pamlico
Project Includes Bridge Spanning Water Body?
1yes
Deck Drains Discharge Over Buffer? INo
Dissipator 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) I

i
TI
See Sheet 1-A For Index of Sheets
See Sheet 1-8 For Conventional Symbols
See Sheet RW02C-1 TO RW02C-2 For Survey Control Sheets
48 1300 1607
PROJECT SITE
�0 1608
4a �a
1313
1601
1210
1601
4e nPT
61 1200
115
O
661
1200
�, 1zz1
ea hsvil1 1210
O1212 ^�
q Pu��Fw
1002 edoc
1200
OFF -SITE DETOUR
STATE OF NORTH A �j` O � w I N STATE STATE PRO BCT RPPRR6NC6 NO. SING T TOTAL
fL�/� d/�]\1 SHBET9
DIVISION OF HIGHWAYS BR-0113 �
SSATB PROLN0. P. A.PROl.N0. DESCRIPTION
48822.1.1 PE
48822.2.1 ROW, UTIL.
HALIFAX COUNTY
LOCATION: BRIDGE NO.410115 OVER ROCKY SWAMP
ON SR 1601 (SLEDGE RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
r
SITE 1 4
�� p� BEGIN BRIDGE / END BRIDGE
O 6 -L- STA. 15+63.80 L- STA.16+56.D)
ti ROCKY SWAMP l ► I
I
I�1 _
E SR 1601 (SLEDGE RD.) + ��
TO NC 48 Jr HST SV121 ILLE RD)
) \� \ 7ENDTR-0113
BEGIN NCDOT PROJECT BR-0113 I�..\ -L- POC STA. 19+30.00
-L- POT STA. M+38.00
IIIIIIIIN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2019 = 340
T 6 % "
V = 55 MPH
" (TTST = 3% +
DUAL =3%)
FUNC CLASS =
RURAL LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT BR-0113 =
LENGTH STRUCTURE PROJECT BR-0113 =
TOTAL LENGTH PROJECT BR-0113 =
NCDOT CONTACT. • DAVID STUTTS, PE
PROJECT ENGINEER - PERPROGRAM MGT.
DIVISION OF HIGHWAYS
STRUCTURES MANAGMENT UNIT
1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610
0.095 MILES
p,, STANDARD SPECIFICATIONS
0.017 MILES
EDWARD G. WETHERILL. PE
RIGHT OF WAY DATE:
JULY 24, 2019
0.112 MILES
PROJECT ENGINEER
GREG S. PURVIS, PE
LETTING DATE:
PROJECT DESIGN ENGINEER
JUNE 16, 2020
r� 1223 Jones Franklin Rd.
W(I Raleigh, N.C. 27606
A ETHERILL License No.F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN — BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN — GISIGPS — CONSTRUCTION OBSERVATION
BRIDGE #41011 S
PERMIT DRAWING
SHEET 1 OF 6
NO DECK DRAINS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.

30'
0' 30'
GRAPHIC SCALE
w
PERMIT DRAWING
SHEET 2A OF 6
•
DENOTES MECHANIZED
Co
z v
w0o�///,
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SITE 1
J O
- z
'� L`
DENOTES IMPACTS IN
SURFACE WATER
-Li
F F
DENOTES FILL IN
WETLAND ROCK PLATE
-1.5:1
ct
� RbCK
LAT-t .5:1
=� '
W///#/
DENOTES HAND FROM -L-
STA. 14 + 75.00 TO 15 + 52.9 LT
FROM
-L- S A. 16 + 67.06
CLEARING 65 SY
FLOODED TIMBER -
KY SWAMP �
� TO 1 +15. 0 LT -
35 SY
CN
/
WOODS
\
F N
m
%
F co
i¢
F
F
/
CLASS B P RAP
EST.1 TN RA
R I
CL II RIP RAP
WOODS
I
EST.5 SY EO XTILE
ISTI
TO 182.2'
II RIP'RAP
ND TS
ROPOSE�
-
182
STI. PAY ITEfi1) ��
cv ROCKY' SWAMP
�
EXCAVATION
TR. PAY ITEM)
HAND CLEARING
N
m
) w
IN WETLAND
\
LLJ
EioDEDhiT�fv�BER �I_ � o
�
L`'
�'
�c9 FLOODED
RETAI IN
TIMBER
PROPOSED 01-
I
\
EXCAVATI
(STR. PAY EM o
t
-�
L
w
ND
BELTS

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- 14+66 to 17+80
90' bridge
< 0.01
0.02
0.02
0.02
45
TOTALS*:
< 0.01
0.02
0.02
0.02
0
45
0
*Rounded totals are sum of actual impacts
NOTES: