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Home My WebLink About20140560 Ver 1_Application_20140710 (2)5fA STATE (.)l.' NORTI I CA R01.1 NA DEPARTMENTOF TRANSPORTATION Patrick Lloyd McCrory Anthony J. Tata G0VF,'.RN0R S ECR � A R Y July 8, 2014 U,S. Army Corps of Engineers Regulatory Field Office 2407 W. 5'r St. Washington, N.C. 27889 Attention: Tom Steffens Subject: Request for a NW 14 permit lot- the replacement of Bridge #255 over Broad Creek Canal on "Cerra Ceia Road (SR 161.2) in Beaufort County with a culvert. WB,S # 17BP.2.R.,47 The North Carolina Department of, 'r l"ransportation is replacing bridge 4255 in Beaufort County with a culvert. The current bridge is located on Terra Ceia Road (SR 1612) over Broad Creek Canal. Broad Creek 1� Canal is in the Tar-Pamhco Basin, but NCDWR does not claim jurisdiction; therefore the buffer rules do not apply, Broad Creek Canal is classified by NCDWR as class C; Sw; NSW waters. Bridge 4255 is currently a 5-span steel plank floor bridge oil steel 1-beams, 120 ft long'. This structure will be rernoved I using NCDOT's guidelines for bridge removal. The proposed culvert will be placed on the existing bridge I alignment. The proposed structure will be a 3-cell 9'x 13' reinforced concrete box Culvert with 25' skew, Culvert cells will be buried I -foot. There are no jurisdictional wetlands located on site. USACE does claim jurisdiction of Broad Creek Canal and a Nationwide Permit will be required for the bridge to culvert modification and related impacts. The placement of the proposed culvert and riprap associated with the downstream channel improvement will result in 210 linear feet of permanent strearn impacts. Temporary impervious dikes and a diversion channel will be installed during construction to dewater the site. Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. if you have (JUCStiOnS please call me at (252) 439-2800 Sincerely, Jay B Jo risoll Division Two Environmental Officer Cc: Garcy Ward, DWQ Sonia Carrillo, DWQ A Yxm' lia NCDENR NOrthCaroWa Department of Environment and Natural Resources Divis�onof Water0(�ahty P��LkydMcCrory ChookVok||d John E, Skvndu.U| Governor Director Seo/e�ury Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: SF-060255 County BEAUFORT Bridge No. 0255 over BROAD CREEK CANAL WBS Element Number 17BP.2.R.) This project iasubject to the Low Impact Bridge Process as agreed to on October G,200Q. This project meats the documentation requirements and approval procedures under NEPA.amdefinsdbyFHW\,for Low Impact Bridge Replacements, This project meets the standards ofNCDOT'm Minimum Criteria Rules. �Date: Applicant Name-, DEPARTMENT OF TRANSPORTATION_ Applicant Address: 105 PACTOLUS HWY (NC 33) PO BOX 1587 GREENVILLE,,,NC 27835 Primary Contact for Project: Phone No.: |n this enafter-the'factapp|ioabon: es x LNo River Basin: Stream Classification:- C� Sw NSW Regulatory Authorization options for this Activity Federa|:USACE Nationwide General Permit 14- Linear Transportation Projects State: None Local: None Project Description - NCODT is replacing bridge #255 in Beaufort County with a culvert. The current bridge Is located on TemsCeia Road (SR 1612) over Broad Creek Canal. Broad Creek Canal is in the Tar-Pamlico Basin. but NCDEWR does not ciaimn jurisdiction; therefore the buffer rules do not apply, Broad Creek Cana/ is classified by WCDENR as class C; Sw; NSW waters. Bridge #255 is currently a 5- span steel plank floor bridge on steel i-beama^120 ft long. This structure will be removed using NCDOTs guidelines for bridge removal. The proposed culvert vx0be placed on the existing bridge alignment. The pmopooeduhuoturem/i|!boa3'oeU@'x13`meinforoedoononatebcmoo|vortwith25°akem/, Culvert cells will be buried 1-foot. There are nm/uhadictionml wetlands located onsite. USACE does claim jurisdiction of Broad Creek Canal and a Nationwide Permit will be required for the bridge to culvert modification and na|m1ed impacts. The placement of the proposed culvert and hpmep associated with the downstream channel Improvement will pmmub in 210 linear feet of permanent stream impacts, Temporary impervious dikes and a diversion channel will be instaHed during construction to dewater the site, Construction ofthe temporary channel and dik i8 result in ad stream impacts Signature: - Print Wamo: Title: QIVSIQN 2 ENVIRONMENTAL OFFICER N(vtli('arol 111,11 Locatw� 2321 Crabtree Eflvd , Raleigh Naith Cardina 276N Attachment G: Low/Minimal Impact Brid Data Sheet NAMES AND AI)DRESSES PAR(.".','El, NO NAINIES ADDRESSES (7/0 VrRNON HOWELL 45 FRED THOMAS HO WELL, ET AL PO BOX 410 IDINETOWN, NC 27885 [IFI!FK I", I I r �"ARTFHEAT_O]F_T]R�ft� FIELD S,COPI�NG MEETING WORKSHEET Design Build Process WBS No.- 17BP.2.R.33 Field Scoping Meeting Date- 9/2712011 Division, 2 Location: On-site Route (US /NC /SR): SR1612 County: Beaufort �Project Description- Bridge #255 over Broad Creek Canal on SR 1612 Tier: SUBREGIONAL Municipality: ......................... Attendees Name Phone No. E-mail ----------- ............. ......... . . ............. .. . Division Bridge Maria Rogerson 252-830-3490 marogerson@ncdot.gov Manager Division Environmental Jay Johnson 252-830-3490 jajohnson@ncdot.gov Officer Hydraulics Engineer Randy Boyd 919-707-6710 rboyd@ncdot.gov Hydraulics Engineer Andy Jordan 919-707-6729 pajordan@ncdot.gov Geotechnicall Dean Argenbright ..... . 252-355-9055 ----- - --- - - ---------------- dargenbright@ncdot.gov - TPMUI Pam Williams, 91,9 707-6608 prwilliams@ncdot.glov TP,M U Tom Bacon 919 707-6607 tabacon@ncdot.gov Bridge Management Paul Garrett 919 835-8491 pgarrett@ncdot.gov NCDWQ G:arcy Ward 252 948-3922 --d-'a-rc—y.w,ard@ncdenr.gov NCDWQ . . . . ........ ..... . . .... David Wainwright . . . . ........ 919 807-6405 .... .. ..... David. Wainwright@ncdenr.gov . ... . ....... Structure No:060255 1 f4 Existina Features Feature Bridged: 060255 Bridge #255 over Sroadl Creek Canal on SIR 1612 Ex. Bridge Clear Deck Width: 2�8 (Ft.) Existing Shoulders; (F't.) (Bridge/ Culvert) Length-, 120 (Ft.), Deck Width (Out To Out), 28.3 (Ft.) Water Depth: (Ft.) Height Bed'-To-Crown: 16 (Ft.,) Prior Survey Date: Posted- SV 40 TTST: 43 Superstructure Type-, ST M-BM ; Substructure Type- TIM 60 skew, flared struc. Span Type- 2 - 20', 1 - 40', 2 - 20' Historic High Water (Elev. To The Existing Structure (F't) Sufficiency Rating: 53.2 ; DP: 4.5 School Bus crossings per day: Posted Speed (Limit IIn Project Vicinity- Statutory 55 mph Detour: Off -Site Stage Construction: On-site, If Detour is Off-Site, Description Of Detour Route, SR1616 - SR1613 Approximate Length Of Detour? 1.1 Miles Improvements Needed To Road(s) On Detour? No Div. Traffic Eng.. Recommend Off-site detour signing? By Division Improvements Needed To Bridges On Detour? No Are Bridges On Detour Currently Programmed? No Are There EMS Or Business Access Issues? EMS - None Are There Any Railroad Crossings On Detour? Yes Should Work Zone Pedestrian Access Be Maintained During Construction? N Overhead Utility Lines In Conflict Plower Transmission Lines In Conflict Probably @ 14,+00 transverse lines Telephone In Conflict Possibly — pedestal at approx 11 + 00 Cable Lines In Conflict Fiber Optic In Conflict Water In Conflict Possible 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 3, Months Is There Any Future Utility Construction Anticipated In The Project Area N Is A FEMA Buy-Out Property Being Impacted No Structure No-.060255l 2 o1`4 Hydraulics Will This Project Require FEMAApprovaI? IN (MOA) N Will This Project Require A State Stormwater Permit? N Is There Unusual Scour Potential? No Is Protection Needed? Standard end bent Are Banks Stable? Yes Is Protection Needed? No Does Stream Carry Appreciable Amount Of Large Debris? No Will The Placement Of Bents In The Water Be Allowed: at water's edge Drop Inlets, Flumes or Funnels? Inlets Geote,chnicall Are There Any Historical And /Cdr Vibration Sensitive Structures Near By No Comments: Are There Any Known Landfills And / Or Geo-environmental Hazard! Sites At Cr Within Close Proximity To The Project Site NI Comments:: Are Any Impacts Anticipated To Natural Springs Or Artesian Wells: No Comments: Possibte Foundation Type, Piles, 5' offset from existing., Environmental Wetlands At Site No Comments: Known Endangered Species Populations In Area No Comments: Trout County : N TVA County- IN CAMA County; Y ; no CAMA permit required Primary Nursery Area- N Moratoria- N If Yes-Duration : Permits Required: No CAMW A Permit Water Quality Classification: C,Sw,NSW; Buffer:No, DWQ does not claim jurisdiction on the stream. So no buffer impacts. Will A Coast Guard Permit Be Required No Drainage Basin- Tar-Pamlico Is The Project Site In Cr Near Any Of The Following: National Forest No Wildlife Refuge No State, County, Or Local Park No ; Wi[d And Scenic River No Airport No A Lake For Recreation Of Power Generation No Water Supply Reservoir No Nutrient Sensitive Waters Y Public Use Boat Ramp No Cemeteries No ; Known Or Potential Historic Properties In The Area: Historic Archit. Suirvey required N ; Archaeology Survey required N . Is The Bridge Structure Itself, Jr Any part Thereof, Considered Historic, No Will The Project Impact A Church, Community Center, Or Other Public Facility No Structure No:1060255 3 of 4 Is This Project On A Statewide Bicycle Route Or A Local Non-Marked Bicycle Route: N Any Clarification Cr Comments On Items Above: Items To Be Discussed / Resolved At FSM By Attendees Off -Site Detour x Stage: El New Location El Type Of Environmental Document, Low Impact Data Spreadsheet x Minimum Criteria Rule /M'C Checklist E] Other- new bridge should not capture additional debris,, bridge length, would' be less if skew is less than the existing Superstructure Type, cored slab Number Of Spans: 3 1 @ 45'; 1 @ 65'; 1 @ 45' Length Of Spans,,, 155' minimum ADT: 650 I)SR NHI& 0 Tier-SUBREGIONAL Func, Class: MIN. COLL Bridge Min, Clear Deck width Recommended by Div.- 33'0-T-0 Per SRTG Minimum Deck Width: Roadway lane width 11 'with 3' shoulders Will Railroad Involvement Be Required: No R/W by NCDOT DBT'doing coordination of utility issues., Permits: NCDOT will submit permits as prepared by DB Team. Method of Clearing: III Truck (Percentage; : <3 %; Reasonable Safe Speed- 55 mph Liquidated damages- will be imposed after 150 days of closure. Amt- $500 per day CEI to be done by NCDOT Saivageable materials: Rails and posts Removal of remenant abutments/piers- No Additional Comments: Any priority in bridge construction sequencing? No Approach slab on skew or perpendicular? Per desigln manual Should piles be non- corrosive material? Yes, galvanize H-piles on interior bents and end bents in areas exposed' up to 40' length. Sheet piles protection preference in Beaufort county shall be galvanized. Sheet piling in Pitt county can be vinyl clad or galvanized. Change skew angle to lessen debris catching. (-Hold upstream side of bridge — widen to down stream. Sheet pile not to extend past existing bulkhead and' keep to natural bank. Structure No-,060256 4 ot'4