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Home My WebLink AboutFSM worksheet_230271NORTH CAROLINA DEPARTMENT OF TRANSPORTATION FIELD SCOPING MEETING WORKSHEET Design Build Process TIP No.: N/A WBS No.: BP6.R008 Field Scoping Meeting Date: 2/17/2022 Division: 6 Location: Virtual with individual site visits prior to FSM Route (US/NC/SR): SR 1818 (Neils Eddy Rd) County: Columbus Project Description: Structure No. 230271 over Mill Creek on SR 1818 (Neils Eddy Rd) Tier: Sub-Regional Funding: TBD Municipality: N/A Attendees Name Phone No. Email Division Project Manager Christy Huff 910-364-0682 chuff@ncdot.gov Division Bridge Program Manager Adam Britt 910-364-0603 atbritt@ncdot.gov Assistant Division Bridge Program Manager Jason Hatfield 910-364-0603 jrhatfield@ncdot.gov Division Construction Engineer Rusty Marsh 910-364-0600 rmarsh@ncdot.gov Division Bridge Maintenance Mike Fisher 910-364-0670 mdfisher@ncdot.gov Bridge Maintenance Supervisor Gary Hilburn 910-642-4388 gdhilburn@ncdot.gov District Engineer Ken Clark 910-642-3760 klclark2@ncdot.gov Columbus County Maintenance Engineer Barry Gelezinsky 910-642-7597 bwgelezinsky@ncdot.gov Division Environmental Officer Greg Price 910-364-0683 gwprice2@ncdot.gov Division 6 Environmental Specialist II Chris Underwood 910-364-0603 csunderwood@ncdot.gov Water Resources Hannah Sprinkle 910-796-7306 Hannah.sprinkle@ncdener.gov Division Utility Coordinator Rick Bounds 910-639-7345 rbounds@ncdot.gov Hydraulics Engineer Craig Lee 919-707-6708 cjlee@ncdot.gov KCI Charlie Flowe 919-926-4126 Charlie.flowe@kci.com KCI Liz Phipps 919-278-2473 Liz.phipps@kci.com KCI Leah Young 919-278-2487 Leah.young@kci.com KCI Barry Smith 919-278-2503 Barry.smith@kci.com KCI Bryan Hough 919-278-2468 Bryan.hough@kci.com ECS Mohammed Mulla Existing Features Feature Bridged: Mill Creek Bridge Clear Deck Width: N/A (Ft.) Approach Roadway width: 20 (Ft.) Culvert Length: 63’ along CL of pipe (Ft.) Deck Width (Out To Out): N/A (Ft.) Water Depth: 3 (Ft.) fill depth 3.2 Ft Height Bed-To-Crown: 13 (Ft.) Year Built: 1985 Posted: SV - NP TTST - NP Superstructure: N/A Substructure: N/A Pier Type: N/A Type of Structure: 3 LINES OF 12' X 7.8' STEEL PLATE ARCH, 62'6" ALONG CENTERLINE OF PIPE Historic High Water (Elev. to the Existing Structure): PRI: DP: 0 SR: 99.82 School Bussing crossings per day: 2, Must leave county for detour Posted Speed Limit Vicinity: 45 mph Detour Off-Site Stage Construction New Alignment On-site If Off-Site, Description Of Detour Route: SR 1421 to SR 1422 to SR 1419 to SR 1820 Approximate Length Of Detour? 7.6 miles; (5.4 additional miles) Improvements Needed To Road(s) On Detour? Strengthening of SR 1818 to eliminate posting will be required. Div. Traffic Eng. Recommend Off-site detour signing? Trailblazing with Street/Road names Improvements Needed To Bridges On Detour? No Are future plans for upgrading this roadway either at or in the vicinity of this project? No Are Bridges On Detour Currently Programmed? No Are There EMS Or Business Access Issues? NO EMS issues. There are trucking companies at the end of SR 1818 Are There Any Railroad Crossings On Detour? Yes, Railroad Tracks 0.5 miles from culvert Should Work Zone Pedestrian Access Be Maintained During Construction? No Utilities Overhead Utility Lines In Conflict Power Transmission Lines In Conflict Telephone In Conflict Cable Lines In Conflict Fiber Optic In Conflict Water In Conflict Sewer In Conflict Natural Gas In Conflict Other In Conflict Based on the past history near this project site, what is the Estimated Time Required to complete Utility Adjustments? Months Is There Any Future Utility Construction Anticipated In The Project Area: Yes/No Is A FEMA Buy-Out Property Being Impacted: Environmental Wetlands At Site: Yes Comments: Endangered Species In County: Four listed fauna – Northern Long-eared Bat, RCW, Alligator, Wood Stork. One listed flora – Cooley’s Meadowrue T&E species effect: None likely Trout Watershed: No CAMA County: No Primary Nursery Area: No Moratoria: None Which species: Cape Fear Duration: No Permits discussion: Water Quality Classification: 303d: Coast Guard Permit? No Drainage Basin: Riparian Buffer Rules: Yes/No Is The Project Site In Or Near Any Of The Following: National Forest: No Wildlife Refuge: No State, County, Or Local Park: No Wild And Scenic River: No Airport: No Recreation or Power Generation: No Water Supply Reservoir: No Nutrient Sensitive Waters: No Public Use Boat Ramp: No Cemeteries: No VAD/Farmland Protection: No Game Lands: No Known Or Potential Historic Properties In The Area: No Architecture: No Survey Archaeology: No survey Is the Bridge Structure Itself, or any part thereof, considered Historic: No Impacts to a Church, Community Center, Or Other Public Facility? No Are there any potential Environmental Justice Issues? No Is this a Statewide Bicycle Route or a Local Non-Marked Bicycle Route: No Comments: Geotechnical Are There Any Historical and/or Vibration Sensitive Structures Near By? No Comments: Are There Any Known Landfills and/or Geo-environmental Hazard Sites at/or Within Close Proximity To The Project Site? No Comments: Are Any Impacts Anticipated To Natural Springs Or Artesian Wells? No Comments: Possible Foundation Type: H-piles End Bents: Galvanized H-Piles Interior Bents: Geotechnical firm will provide their own traffic control for field investigations. Hydraulics FEMA Approval? Yes. There is a Limited Detail Study. (FCS Needed) Is There Unusual Scour Potential? No Is Protection Needed? Standard Are Banks Stable? Yes Is Protection Needed? Standard Appreciable Amount Of Large Debris? No Placement Of Bents In The Water Be Allowed: N/A Where: N/A Structure Type: 60’ to 65’ Cored Slab Superstructure Type: 24” Cored Slab Culvert size: N/A Length Of Structure: 60’ to 65’ Min. Number of Barrels: N/A Span Arrangement: N/A Add’l Comments: Flumes are preferred over piping across road; Offsets waived; Do not skew – prefer 90 degree. For structure layout, use 5’ offsets and 1:5:1 slopes. Items To Be Discussed / Resolved At FSM By Attendees Off-Site Stage Construction New Alignment On-site Environmental Document Prepared by: KCI (Reviewed & Submitted by DEO) Federal CE Checklist State Minimum Criteria Checklist prepared by KCI ADT: 780 vpd (per SIR) NHS: No Tier: Sub-Regional Func. Class: Local Rural Bridge Min. Clear Deck Width Recommended by Div.: 30’-10” ft CRW (Out to Out dimension 33 ft) Roadway lane width: 10 ft lanes. 3’ Paved shoulders Pave to face of guardrail and taper 8:1 to travel lane/paved shoulder? Pave to the face of Guardrail Min. Pavement Surface Course: 3” S9.5B (2 lifts) 4” B25.0C Existing Roadway: 20’ Pavement Marking: Thermo Pavement Markers: Raised reflective Will Railroad Involvement Be Required: No Method of Clearing: II Modified Truck Percentage: 6% per BIR Reasonable Safe Speed per SIR: 55 mph Existing posting = 45 mph, Design speed 50 mph R/W by? NCDOT R/W monuments? Pin & Cap Salvageable materials: No Contact Person/number: Deliver to: Removal of previous structure remnant abutments/piers: None Sequencing priority in construction? N/A Let Date: 6/5/2024 Production schedule will be accelerated to allow for the possibility of earlier let. Data collection Comments: Data collection by NCDOT. Document preparation by KCI team. ORD will not be required on this project. To Do’s: Scope-Schedule Meeting to take place March 22, 2022.