20171274 Ver 1_Impact Information_20171009

(Version 2.07; Released October 2016)
45623.3.1 TIP No.:B-5668 County(ies):Nash Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2037 Existing:Year:
Aquatic T&E Species?Comments:
Yes No
No
N/A
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
General Project Narrative)(If yes, provide justification in the General Project Narrative)
ac.
THE EXISTING ROADWAY IS A TWO-WAY ALIGNMENT WITH 10' TRAVEL LAVES, 3'
GRASSED SHOULDER, AND 3:1 SLOPES. THE EXISTING BRIDGE HAS AN OUT TO OUT
OF 30'7".
n/a
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
Tar-PamlicoBuffer Rules in Effect:
None
460
THE PROPOSED ROADWAY WILL BE A TWO-WAY ALIGNMENT WITH 10' TRAVEL LANES 3'
GRASSED SHOULDER, AND 3:1 SLOPES. THE PROPOSED BRIDGE HAS AN OUT TO OUT
OF 33' AND CLEAR ROADWAY OF 30'10" THE BRIDGE WILL HAVE 10' TRAVEL LANES AND
5'-5" SHOULDERS.
Waterbody Information
2017
NCDWR Stream Index No.:
45623.3.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Project consists of the replacement of Bridge #630103 in Nash County. The existing bridges carries SR 1105 Old Middlesex Road over Haw Branch between SR 1108 Stone
Heritage Road and SR 1100 Camp Charles Road. The proposed structure for Bridge #630103 is a 2@56.3’ 21" cored slab with 2.5' caps. The proposed alignment is at the
same location as the existing alignment. There are wetlands located within the project limits.
STORMWATER CONTROLS: .
The proposed bridge does not utilize deck drains. Runoff from the bridge roadway and paved shoulders at the bridge approaches drains into inlets. The stormwater is then
diffused at a riprap pad outlet prior to discharging into Haw Branch. Shoulders will be grassed except on the proposed bridges and their approaches. Bank Stabilization is
planned to prevent erosion of the streambanks.
MOFFATT &NICHOL
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NCDOT CENTURY CENTER Address:
General Project Information
B-5668
WBS Element:
Bridge ReplacementWBS Element:
JEFF RECK,P.E.NCDOT Contact:
[phone]
4700 FALLS OF THE NEUSE RD, SUITE 300
RALEIGH, NC 27609
Contractor / Designer:
[phone]
[e-mail]
RALEIGH NC 27610
Address:
9/25/2017
NashBailey
Chad Coggins
1020 BIRCH RIDGE DR, BUILDING B
River Basin(s):
City/Town:
0.5
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
RURAL,AGRICULTURE, WOODS
HAW BRANCH 27-86-3-7
0.5
0.08 MILES
Project Description
Proposed Project
Tar-Pamlico
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Wetlands within Project Limits?
VICINITY MAP

T
V
=
=
=
=MPH
ADT
ADT

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_hyd_tsh.dgnjreckCONTRACT:TIP PROJECT:ART
MEN
N ASO
H
DEPTO
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPROFESSIONA
LE
NG INEERNORTHCAROLINA
SEAL
026696
KCER .L YERF
FEJ
PROFESSIONA
LE
NG INEER
N ORTH CARO
LINA
SEAL
DIER .R .T015869
1101
1108
1108
1107
1106 1100
1100
1105
1100
1175
1105
Bailey
4
NCDOT CONTACT: VIRGINIA MABRY
MANAGER - PRIORITY PROJECTS UNIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
PROJECT
BEGIN
DETOUR
264
AUGUST 28, 2017
AUGUST 28, 2017
TRENT E. HUFFMAN, P.E.
TIM R. REID. P.E.
PAVING, GRADING, GUARDRAIL, DRAINAGE,
PAVEMENT MARKINGS AND STRUCTURE
460
N/A
2017
2037
DUAL 3%
SUB-REGIONAL TIER
PROFILE (HORIZONTAL)
B-5668
B-5668See Sheet 1B for Conventional Symbols
See Sheet 1A For Index of Sheets
-L- POT STA. 11+20.00
BEGIN STATE TIP PROJECT B-5668
6%*
50
* TTST =3%
LOCAL
=0.080 mi.
=0.022 mi.
=0.058 mi.
NASH COUNTY
BRIDGE NO. 630103 OVER HAW BRANCH
ON SR 1105 (OLD MIDDLESEX ROAD)
45623.3.1
PE
R/W
UTIL
CONST
204047TO BAILEY
TO MIDDLESEX
HAW BRANCHHAW BRANCHA
264 A
264 581
581
264
PROJECT
END
LENGTH OF STATE PROJECT B-5668
LENGTH OF STRUCTURES TIP PROJECT B-5668
LENGTH ROADWAY TIP PROJECT B-5668

RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
-L- STA. 12+69 +/-
BEGIN BRIDGE
-L- STA. 13+84 +/-
END BRIDGE
(OLD MIDDLESEX ROAD)
-L- SR 1105
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
20
20
4
10
10
20
20
4 8
40
40
2
-L- POT STA. 15+40.00
END STATE TIP PROJECT B-5668
1110

45623.2.1
45623.2.1
SHEET 1 OF 7
PERMIT DRAWING
45623.3.1
WETLAND AND SURFACE WATER IMPACTS PERMIT
NAD 83/NA 2011
2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5668
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_hyd_psh_04_con.dgnjreck8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
025025BRIDGE 630103
SHEET 3 OF 7
PERMIT DRAWING
GRAPHIC SCALE
0'40'40'
T
BL-2 HAW BRANCHHAW BRANCH
EXISTING RW
EXISTING RW EXISTING RW
EXISTING RW
SR 1105 (OLD MIDDLESEX RD) 20' BST SR 1105 (OLD MIDDLESEX RD) 20' BST
BM#1
THE HISTORIC HIGH WATER MARK=167.96'-L- PC Sta. 14+10.20PI Sta 15+38.41
D
L = 256.42'
T = 128.21'
R = 45,000.00'
SE = NC
DS = 50 mph15BEGIN STATE PROJECT B-5668
STA 11+20.00
BEGIN CONSTRUCTION
END STATE PROJECT B-5668
STA 15+40.00
END CONSTRUCTION
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
MC
TS
MC
F
TS
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATERS
AND IMPACTS IN
TEMP CAUSEWAY
SITE 1
TB 2GI
TB 2GI15"15"160161.0
162.0
162.0162.0 163.0 163.0163.0164.0 164.0164.0164.0
164.0165165
165165165165165
165165166.0166.0166.0166.0166.0
166.0
16
7.0 167.01 6 7 .0 167.0167.01 6 7 .0
167.0
167.0168.0168.0
168.0 168.0168.0169.0169.0169.0 169.0169.0169.0170170170170170 170170170
170
171.0 171.0171.0171.0
172.0 172.0172.0172.0172.0
173.0 173.0173.0173.0174.0174.0174.0 175175175
1
7
5176.0176.0177.0F
F
F
F
F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5668
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_HYD_psh_04.dgnjreck8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
025025BRIDGE 630103
SHEET 3 OF 7
PERMIT DRAWING
GRAPHIC SCALE
0'40'40'
T
BL-2 HAW BRANCHHAW BRANCH
EXISTING RW
EXISTING RW EXISTING RW
EXISTING RW
SR 1105 (OLD MIDDLESEX RD) 20' BST SR 1105 (OLD MIDDLESEX RD) 20' BST
BM#1
THE HISTORIC HIGH WATER MARK=167.96'-L- PC Sta. 14+10.20PI Sta 15+38.41
D
L = 256.42'
T = 128.21'
R = 45,000.00'
SE = NC
DS = 50 mph15BEGIN STATE PROJECT B-5668
STA 11+20.00
BEGIN CONSTRUCTION
END STATE PROJECT B-5668
STA 15+40.00
END CONSTRUCTION
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
IN WETLANDS
FILL SLOPE AND IMPACTS
SITE 1
MC
TS
MC
F
TS
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATERS
AND IMPACTS IN
TEMP CAUSEWAY
SITE 1
TB 2GI
TB 2GI15"15"F
F
F
F
F
F
F
F
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_hyd_psh_pfl_05.dgnjreckDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HORIZONTAL
VERTICAL
FOR -L- PLAN SEE SHEET 4
12
180
B-5668 5
11 13 14 15
140
150
160
170
190
200
210
220
180
140
150
160
170
190
20 10
4 4 8
20 40
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2
SHEET 4 OF 7
PERMIT DRAWING
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
=
=
=
=
=
=
=
=
=
ELEV = 173.57'
-L- STA 11+20.00
BEGIN GRADE
ELEV = 176.77'
-L- STA 15+40.00
END GRADE
(-)0.3000%
(+)0.5109%(+)2.5385%
K = 99
PI = 11+60.00
EL = 173.45'
VC = 80'
DS = 51 mph
PI = 14+72.00
EL = 175.04'
VC = 130'
DS = 40 mph
K = 64
-L-
SR 1105 (OLD MIDDLESEX ROAD)
1300
25
1900
100
500+
>2600
173.5
07/26/2017
164.0
STA 12+69+/-BEGIN BRIDGE @ FILL FACESTA 13+84+/-END BRIDGE @ FILL FACE11+49.60LOW POINTEXISTING GROUND 56.3'-21" CSU
2'-6" CAP
2'-6" CAP
56.3'-21" CSU
EXISTING K = 47 (34 MPH)
PROPOSED GRADE
WS ELEV = 164.0' (07/26/2017)
BRIDGE 630103
168.8
169.5
25-YR WSEL = 168.8'
100-YR WSEL = 169.5'
(-)0.7212% (EX)
(+)3.0155% (EX)
ABUTMENT
RETAIN EX.
REMOVE EX. ABUTMENT
RR SPIKE IN BASE OF 15" TWIN SWEET GUM
L STA 14+69.23 30.11' LT
N : 738317 E : 2254053
TBM-1 ELEVATION = 170.81'
ELEV. = 167.0'
CAUSEWAY
TEMPORARY
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_xpl_L.dgnjreckPROJ. REFERENCE NO.SHEET NO.0
6/23/16170 170
10+50.00
170 170
11+00.00
170 170
175 175
11+20.00
170 170
175 175
11+50.00
170 170
175 175
12+00.00
X-1B-5668
2.5 5
BEGIN STATE PROJECT B-5668 STA 11+20.00
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
-L- (BRIDGE 630103)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 5 OF 7
PERMIT DRAWING
WETLAND WETLAND
WETLAND WETLAND3:13:1 0.0320.005
WETLAND WETLAND3:13:1 0.0250.018
WETLAND
3:13:1 0.0250.025
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
9/25/2017Q:\RA\9839\CADD\630103\Hydraulics\PERMITS_Environmental\Drawings\B5668_xpl_L.dgnjreckPROJ. REFERENCE NO.SHEET NO.0
6/23/16165 165
170 170
175 175
12+50.00
165 165
170 170
175 175
13+00.00
165 165
170 170
175 175
13+50.00
170 170
175 175
14+00.00
X-2B-5668
2.5 5
BEGIN BRIDGE STA 12+69 +/-
END BRIDGE STA 13+84 +/-
-L- (BRIDGE 630103)
SHEET 6 OF 7
PERMIT DRAWING
WETLAND
3:13:1
0.0250.025 173.49173.490.0250.025
0.0250.025
WETLAND 3:13:1 0.0250.025
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 Impacts Impacts Stream
No.(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 -L- 11+97 LT TO 12+73 LT FILL SLOPE < 0.01 0.01
1 -L- 12+89L TO 13+60 RT BANK STABILIZATION < 0.01 0.05 33 64
1 -L- 13+51 LT TO 13+87 LT FILL SLOPE 0.05

TOTALS*:< 0.01 0.06 < 0.01 0.05 33 64 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2016 09 09 SHEET 7 OF 7
34 SQ. FT. OF STREAM IMPACT FOR INTERIOR BENT

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NASH COUNTY
B-5668
45623.3.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/25/2017