20191427 Ver 1_Meeting Note_20180730

TIP .:
Division: 6
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FIELD SCOPING MEETING WORKSHEET
Design Build Process
WBS .: 17BP.6.PE.1
Route (US/NC/SR): SR 1159
Field Scoping Meeting Date: July 30, 2018
Location: On-site
County: Columbus
Project Description: Structure. 230313 over Boggy Branch on SR 1159 (Old Tram Road)
Tier: Subregional
Municipality: N/A
Funding: Federal
Attendees
Name Phone . E-mail
Division Bridge Program Manager Christy Huff, PE 910-364-0603 [e-mail]
Division Environmental Officer James Rerko 970-364-0834 [e-mail]
Division Environmental Specialist
Division Construction Engineer Rusty Marsh, PE 910-364-0600 [e-mail]
Division Bridge Maintenance Darren Pittman 910-364-0670 [e-mail]
Engineer
Division Utility Coordinator Randy Rogers 810-364-0841 [e-mail]
PP� PE ie Lancaster, g19-707-6620 [e-mail]
PPU Jess Earley, PE 919-707-6606 [e-mail]
Hydraulics Engineer Jon Moore 919-707-6711 [e-mail]
Hydraulics Engineer
USACE
NCDEQ-DWR
USFWS
NCWRC
Asst Div Bridge Program Manager
Region 3 Locating Engineer
Structure No: 230313 1 of5

Existinq Features
Feature Bridged: Structure 230313 over Boggy Branch on SR 1159
Ex. Bridge Clear Deck Width: 24 (Ft.) Roadway width: 20 (Ft.)
(Bridge / Culvert) Length: 73 (Ft.) Deck Width (Out To Out): 25.417 (Ft.)
Water Depth: 3(Ft.) Height Bed-To-Crown: 6(Ft.)
Year Built: 1955 Posted: SV Not Posted TTST: Not Posted
Superstructure: Reinforced Abutment:
Concrete floor on I-Beams —
Temp. Shored: _
Historic High Water (Elev. To The Existing Structure ):
PRI: 52.89 DP: 2.5 SR: 26.64
Pier Type: 1@ 18'3", 2@
18'4", 1 @ 18'5"
(Ft)
School Bussing crossings per day: Diyisioii
Posted Speed Limit Vicinity: 55 (mph)
Detour Off-Site � Stage Construction ❑ New Alignment ❑ On-site ❑
If Off-Site, Description Of Detour Route: SR 1158 - NC 905 - NC 130 - SR 1166 - SR 1157 - SR 1159
Approximate Length Of Detour? 8.2 Miles
Improvements Needed To Road(s) On Detour?
Div. Traffic Eng. Recommend Off-site detour signing? Trailblazing with StreeURoad names
Improvements Needed To Bridges On Detour? Division
Are future plans for upgrading this roadway either at or in the vicinity of this project?
Are Bridges On Detour Currently Programmed?
Are There EMS Or Business Access Issues? Division
Are There Any Railroad Crossings On Detour? No
Should Work Zone Pedestrian Access Be Maintained During Construction? No
Overhead Utility Lines
Power Transmission Lines
Telephone
Cable Lines
Fiber Optic
Water
Sewer
Natural Gas
Other
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
Is There Any Future Utility Construction Anticipated In The Project Area:
Is A FEMA Buy-Out Property Being Impacted:
Structure No: 230313 2 of 5

Environmental
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Wetlands At Site: Yes > Comments: � �
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Endangered Species In County: Red-Cockaded Woodpecker, Cooley's Meadowrue, Rough-Leaved
Loosestrife i.��: �`- �, �;�•, I ` l
T&E species effect: �
Trout County: No NA County: j'!:�
CAMA County: No Primary Nursery Area: ���
Moratoria: �,, �(� Which species: Duration:
Permits discussion: '�� � � } 1 =
Water Quality Classification: Class GSw 303d: ��ir —'" �^ i
Coast Guard Permit? ��,. �� ;. Drainage Basin: Lumber Riparian Buffer Rules: N/A
Is The Project Site In Or Near Any Of The Following:
National Forest: No Wildlife Refuge: No
State, County, Or Local Park: No
Airport: No
Water Supply Reservoir: No
Public Use Boat Ramp: No
Wild And Scenic River: No
Recreation or Power Generation: No
Nutrient Sensitive Waters: No
Cemeteries: No
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VAD/Farmland Protection: Game Lands: No
Kwn Or Potential Historic Properties In The Area: ( 1-(?P.�` ,�� r� ,�; � ��,; �"_ �;'-Jll��
Architecture: Archaeology: \- � �
Is The Bridge Structure Itself, Or Any Part Thereof, Considered Historic:
Impacts to a Church, Community Center, Or Other Public Facility? No
Is this a Statewide Bicycle Route or a Local n-Marked Bicycle Route: No
Camments:
Geotechnical
Are There Any Historical and/or Vibration Sensitive Structures Near By? --------
Comments:
Are There Any Kwn Landfills and/or Geo-environmental Hazard Sites at/or Within Close Proximity To The
Project Site? --------
Comments:
Are Any Impacts Anticipated To Natural Springs Or Artesian Wells? --------
Comments:
Possible Foundation Type:
End Bents: Interior Bents:
Structure No: 230313 3 of5

' Hvdraulics
FEMA Approval? (MOA )
�i
Is There Unusual Scour Potential? i
State Stormwater Permit?
Is Protection Needed? ' �
Are Banks Stable? Is Protection Needed?
Appreciable Amount Of Large Debris?
Placement Of Bents In The Water Be Allowed: Where: j: u
Structure Type: Bridge If Bridge: CS� or BB If girder; why?
Length Of Structure: , Min. Number Of Spans: Span Arrangement:
Waive offset: EB Cap: 2'-6" or 4'-0" Skewed: '
Items To Be Discussed / Resolved At FSM Bv Attendees
Off-Site ❑ Stage Construction ❑ New Alignment ❑ On-site ❑
Clear roadway width: Clear roadway width:
Temp. Signals: one lane w/ signals:
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or two lanes CRW:
Alignment: N, E, W, S Alignment: N, E, W, S Alignment: N, E, W, S
Environmental Document Prepared by DEO Or PEF:
CE (federal) ❑ Minimum Criteria Checklist (state) ❑
ADT: 740 per BIR NHS: 0 Tier: Subregional Func. Class: Minor Collector
Bridge Min. Clear Deck Width Recommended by Div.:,30 ftlOTO � ,
Roadway lane width: 11' with 3' shoulders, including 0' paved shoulders
Extension of Paved shoulders: end of construction limits or end of guardrail (Blunt end or taper 8:1)
Pave to face of guardrail and taper 8:1 to travel lane/paved shoulder?
Min. Pavement Surface Course: _" � Existing Roadway:
Pavement Marking: Thermoplastic or Paint Pavement Markers: RaisedlSwplowable/none
Will Railroad Involvement Be Required: No Method of Clearing: �
;. ; `
Truck Percentage: 6% per BIR Reasonable Safe Speed per SIR: mph (from
speed study) ,., �
Liquidated damages: will be imposed after '_days of dosure/construction. Amt: $_ per day
CEI by? NCDOT RIW by? DBT RM/ monuments? Conc.
Salvageable materials: '
Contact Personlnumber:
Deliver to:
Removal of previous structure remnant abutments/piers:
Sequencing priority in construction?
Comments: Not on an evacuation route
Structure No: 230313 4 of 5

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Structure No: 230313 5 of5