20220932 Ver 1_BP1.R008.1_Permits_Wetland_11x17_20220712

(Version 3.00; Released August 2021)
BP1.R008.1 TIP/Proj No:BP1.R008.1 County(ies):Pasquotank Camden Page 1 of 9
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:2042 Existing: Year:
City/Town:
2.0
Typical Cross Section Description:
Surrounding Land Use:
Yes
Wetlands within Project Limits?
2.0
845 ft
Project Description
Proposed Project
PasquotankRiver Basin(s):
Ryan Shook
Suite 100
WBS Element:
Bridge ReplacementWBS Element:
Kisinger Campo & AssociatesNCDOT Contact:
[phone]
Suite 1500
Raleigh, NC 27601
Contractor / Designer:
[phone]
301 Fayetteville St.,
[e-mail]
PasquotankSouth Mills
Project Built-Upon Area (ac.)
2100
The proposed typical section on either side of the bridge will be normal crown with cross
slope of 0.025 consisting of (2) 11' lanes with 6' unpaved shoulder. The proposed bridge
typical is super elevated with a cross slope of 0.03 on the bridge, consisting of two 11'
lanes with 4'-5" paved shoulder and barrier rails for a total out-to-out width 33'-0". All side
slopes will be 3:1 or flatter side slopes to existing ground with the exception of station
range 14+25 to 14+57 RT, and 18+05 to 19+55 RT, which have a side slope of 2.5:1 to
avoid significant stream and wetland impacts. Side slopes are also steeper than 3:1
around the bridge opening
2022
[e-mail]
Camden
Yes
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
113 Airport Drive Address:
General Project Information
BP1.R008.1BP1.R008.1
Ednton, NC 27932
Address:
4/18/2022
Existing roadways consists of two 10' lanes, with 3' unpaved shoulders. An existing
Jurisdictional Stream flows parallel to the roadway in the Southeast quadrant of the
bridge. Existing drainage ditches on the other quadrants of the bridge outlet into the
Pasquotank River.
2350
Agricultural / Medium Density Residential
State project BP1.R008.1 will consist of replacing the structurally deficient NCDOT bridge #690015 on SR 1417 over Pasquotank River. The proposed replacement structure is a
3-span (1@50’;1@70';1@50') 24” PCCS with 4’ caps with an out-to-out deck width of 33’ which will replace the existing 3-span (1@38';1@37'-6";1@38'). Roadway fill slopes will
be 3:1 or flatter side slopes to existing ground with the exception of station range 14+25 to 14+57 RT, and 18+05 to 19+55 RT, which have a side slope of 2.5:1, side slopes are
also steeper than 3:1 around the bridge opening. All side slopes will be grassy to encourage a diffuse flow pattern and passive stormwater treatment. Stormwater runoff from the
bridge and approach slabs will be collected by inlets on the south-eastern and north eastern corner of the bridge, where water will discharge to rip rap dissipator pads at outlets.
The inlet in the southeastern quadrant will be piped to the southwest quadrant to avoid directly discharging to the jurisdictional stream running parallel to the roadway. All runoff
outlet areas will be armored with rip rap dissipator pads to remove erosive velocities.
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
(Version 3.00; Released August 2021)
BP1.R008.1 TIP/Proj No.:BP1.R008.1 County(ies):Pasquotank Camden Page 2 of 9
Aquatic T&E Species?No Comments:
Yes N/A
No
Aquatic T&E Species?Comments:
Aquatic T&E Species?Comments:
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element:
Supplemental Classification:
Surface Water Body (2):
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)
NRTR Stream ID:N/A
Surface Water Body (1): Pasquotank River NCDWR Stream Index No.:30-3-(1)
General Project Information
Supplemental Classification: Swamp Waters (Sw)
Waterbody Information
NCDWR Surface Water Classification for Water Body
NRTR Stream ID: Buffer Rules in Effect:
NRTR Stream ID:
Other Stream Classification:
Impairments:
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
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Impairments:
Primary Classification: Water Supply V (WS-V)
(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)
N/A Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
Impairments:None
Other Stream Classification:
Supplemental Classification: NCDWR Surface Water Classification for Water Body Primary Classification:
Other Stream Classification:
Surface Water Body (3): NCDWR Stream Index No.:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
(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)
Deck Drains Discharge Over Water Body?
BP1.R008.1
XS-14EN1
5/26/200 10 20
+3.0%+3.0%-3.0%-3.0%
GPGP
10.690.0010.690.00EOTEOT11.02-11.0011.02-11.00EOTEOT10.3611.0010.3611.00PSPSPSPS11.15-15.4211.15-15.4210.2215.4210.2215.42-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
0 0
10 10
20 20
30 30
BOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLANDBOUNDARYWETLAND3:1 +3.5%-2.0%
+3.5%-3.5%-3.5%-3.5%
GP
10.380.00EOT10.76-11.00EOT10.0011.00PSSBP11.19-19.08F
FSSSS9.9313.083.2033.818.03-28.569.2516.0810.18-11.009.4211.009.800.0010.1916.08-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
0 0
10 10
20 20
30 30
2:1
LL
17+75.00
8 9 SHEET OF
PERMIT DRAWING
L
16+00.00
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 14+97 / 16+23 Roadway Fill < 0.01 < 0.01
1 16+23 / 17+00 Bridge Crossing < 0.01 < 0.01 < 0.01 0.02 30 57
2 17+16 / 17+93 Bridge Crossing < 0.01 < 0.01 0.02
2 17+93 / 20+08 Roadway Fill < 0.01 < 0.01 0.08
2 17+94 / 20+04
Utility Impacts (Relocate
Existing Telephone) < 0.01

TOTALS*:< 0.01 < 0.01 < 0.01 0.10 < 0.01 0.05 30 57 0.00
*Rounded totals are sum of actual impacts
NOTES:
78
Revised 2018 Feb SHEET 9 OF 9
WETLAND AND SURACE WATER IMPACTS SUMMARY
13
DIVISION OF HIGHWAYS
WETLAND IMPACTS SURFACE WATER IMPACTS
SF-690015
BP1.R008.1
5/16/2022
Pasquotank
Site 2: Utility Impacts (sq. ft.)
Site 2: Excavation in Wetlands (sq. ft.)
Site 1: Hand Clearing in Wetlands (sq. ft.)
Site 2: Permenant Fill in Wetlands (sq. ft.)
Site 1: Excavation in Wetlands (sq. ft.)
Site 2: Temp. Fill in Wetlands (sq. ft.)
Site 2: Hand Clearing in Wetlands (Roadway and
Bridge Crossing) (sq. ft.)
200
Site 1: Permenant Fill in Wetlands (sq. ft.)
Site 1: Permanent SW Impacts (sq. ft.)
NC DEPARTMENT OF TRANSPORTATION
190
98
788
154
3400
6