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Home My WebLink About20130886 Ver 1_Application_20130812Attachment L: Low Impact Bridge Replacement Process Lowy Impact Bridge Project No.: 17BP.2.R.51 County Greene Bridge No.34 over Middle Swamp WBS Element Number 171312.2.11.51 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: Auqust 7, 2013 Applicant Name: North Carolina Department of Transportation Applicant Address: P.O. Box 1587 Greenville, NC 27835 Primary Contact for Project: Jay B. Johnson Phone No.: 252 - 439 -2800 Is this an after - the -fact application: Yes X No River Basin: Neuse Stream Classification: Middle Swamp C: Sw: NSW Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3 — Maintenance State: General Water Quality Certification #3687 and /or Buffer Authorization Local: None Project Description — 17BP.2.R.51 Greene 34 involves the replacement of an existing 1 @ 17' -10 ", @ 17' -1 ", 1 @ 16-10 ", 1 @ 17' -1 ", and 1 @ 17' -9" spans with a reinforced concrete deck on timber joists with timber caps and timber piles and an existing 1 @ 17' -8 ", 1 @ 16' -9 ", 1 @ 16' -5 ", and 1 @ 18'-4" spans with a reinforced concrete deck on timber joists with timber caps and timber piles over Middle Swamp and Middle Swamp Overflow. They are to be replaced with a 1 @ 35' -0 ", 1 @ 35' -0," and 1 @ 30' -0 ", 21" prestressed concrete cored slab bridge and 1 @ 50' -0" and 1 @ 35' -0 ", 21" prestressed concrete cored slab'bridge at the same locations. The projects also includes 0.10 miles of approach roadway improvements. Signature: Print Name: Jfy Llson Title: Division 2 Environmental Officer Love /Minimal Impact Bridge Project Data Sheet TIP NO 17BP.2.R.51 WBS 17BP.2.R.51 County Greene Bridge Number 390034 Description SR 1349 Middle Swam Basin Classification Stream SIN Type Sias width & depth) Neuse C;Sw;NSW 27-86 -26-5 perennialfinland 50'x 6.5' Type Existing Structure Size Suff. Rating RC loor On Timber.BMD 10 86'x 29.3' 29.8 Proposed Structure Type Size m aw Bridge 100' x 30' Stream USACE Impacts (LF) Non 404 Impacts 0 0 USACE Impacts (AC) Wetlands Non 404 Impacts (AC) CAMA Impacts AC 0.04 637 SF N/A NC DWQ Buffers Impacts (SF) Zone 1 =2038 SF, Zone 2 = 635 SF Total =2673 SF Buffer Application Required > 4011 YIN Y NC DWQ StornWater Permit Required /N No, Habitat (y /n) T &E Skies Present Bio Conclusion No Habitat N/A No Effect Moratorium Type (per WRC) Dates No N/A Nativell-latchery Trout Waters Trout Species Present Trout Conditions IN WRC Reviewer No No No N/A CAMA AECs No Essential Fish Habitat In No Nay. Opening No USCG Permit No Historic Properties No Effect Archaeol2gical Resources No Effect Tribal Lands No 4(_f) Resources No 6 WC Resources No Wild and Scenic River No Forest Service Lands No TVA Area No FEMA Buyout No FEMA Flood Study No USTs Haz Mats No Relocatees No Location LAT LONG 35.532194 - 77.545306 FEMA CLOMR Project Comments by: NOTE: Bk1BaIFEag&' WIM -West Indian Manatee, TRSM -Tar River Spinymussel 802013 CL u , �� ° � a ?.. (tom _ Ll ti Com- C13 E P bb w o Cr O NO SURVEY REQUIRED FORM PROJECT INFORMATION Project No: WBS No: 17BP.2.R.51 F.A. No: Federal (USACE) Permit Required? Project Tracking No. (Internal Use) (HA)12 -11 -0009 County: Greene Document: Funding: X State Federal X Yes ❑ No Permit Type: NWP 3 Project Description: Replace Bridge No. 34 on SR 1344 (Darden Farm Road) over Middle Swamp with off -site detour (presumed no improvements planned). Adjacent to Pitt County Bridge No. 69 on SR 1139 (Moye- Turnage Road) over Middle Swamp (BD- 5102U, WBS No. 45348.1.21, Tracking No. 12 -11 -0007. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: HPOWeb reviewed on 13 November 2012 and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE). Greene County current GIS mapping, aerial photography, and tax information indicated a predominantly wooded APE with a late- twentieth - century resource to the southwest of the existing bridge (viewed 13 November 2012). Constructed in 1975, Bridge No. 34 is neither included in the NCDOT Historic Bridge Survey, nor representative of any distinctive engineering or aesthetic type. Google Maps "Street View" confirmed the absence of critical historic structures /landscapes in the APE (viewed 13 November 2012). No architectural survey is required for the project as currently defined. Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE. APE extends 600 feet from each end of the existing bridge (S -N) and 100 feet to either side of the existing SR 1344 (Darden Faun Road) center line (E -W) to encompass proposed construction. The county architectural survey and related publication do not record any significant structural or landscape resources in the APE (Penn Smith Sandbeck, Greene Along Contentnea: TheAtrrhitetlural History of Greene County, North Carollna, Snow Hill: Greene County Arts and Historical Society, 2009). County GIS /tax materials and other visuals support the absence of significant architectural resources. No National Register - listed or — eligible properties are located within the APE, including the Federal permit area. Should any design elements, including detour improvements, of the project change, please notify NCDOT Historic Architecture as additional review may be necessary. SUPPORT DOCUMENTATION See attached: location map FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED — Historic Structures NCDOT Cultural Resources Specialist UdM "No Survey Required "form for Minor 1'ra1sportatton Projects as Qualified in the 1007 Programmatic Agreement. NCDO7' Archaeology h Historic Architecture Groups ® North Carolina Wildlife Resources Commission Gordon Myers, Executive Director MEMORANDUM TO: Maria Rogerson, P.E. Division Bridge Program Manager, NCDOT FROM: Travis Wilson, Highway Project Coordinator Habitat Conservation Program DATE: August 17, 2012 SUBJECT: Division 2 Bridge Replacements Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the information provided and have the following preliminary comments on the subject project. Our comments are provided in accordance with provisions of the National Environmental Policy Act (42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661- 667d). Our standard recommendations for bridge replacement projects of this scope are as follows: 1. We generally prefer spanning structures. Spanning structures usually do not require work within the stream and do not require stream channel realignment. The horizontal and vertical clearances provided by bridges allows for human and wildlife passage beneath the structure, does not block fish passage, and does not block navigation by canoeists and boaters. 2. Bridge deck drains should not discharge directly into the stream. 3. Live concrete should not be allowed to contact the water in or entering into the stream. 4. If possible, bridge supports (bents) should not be placed in the stream. 5. If temporary access roads or detours are constructed, they should be removed back to original ground elevations immediately upon the completion of the project. Disturbed areas should be seeded or mulched to stabilize the soil and native tree species should be planted with a spacing of not more than 10'x10'. If possible, when using temporary Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721 Telephone: (919) 707 -0220 • Fax: (919) 707 -0028 Bridge Memo Page 2 August 17, 2012 structures the area should be cleared but not grubbed. Clearing the area with chain saws, mowers, bush -hogs, or other mechanized equipment and leaving the stumps and root mat intact, allows the area to revegetate naturally and minimizes disturbed soil. 6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the steam underneath the bridge. 7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army Corps of Engineers nationwide and general `404' permits. We have the option of requesting additional measures to protect trout and trout habitat and we can recommend that the project require an individual `404' permit. 8. In streams that contain threatened or endangered species, NCDOT biologist Mr. Logan Williams should be notified. Special measures to protect these sensitive species may be required. NCDOT should also contact the U.S. Fish and Wildlife Service for information on requirements of the Endangered Species Act as it relates to the project. 9. In streams that are used by anadromous fish, the NCDOT official policy entitled "Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should be followed. 10. Sedimentation and erosion control measures sufficient to protect aquatic resources must be implemented prior to any ground disturbing activities. Structures should be maintained regularly, especially following rainfall events. 11. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 15 days of ground disturbing activities to provide long -term erosion control. 12. All work in or adjacent to stream waters should be conducted in a dry work area. Sandbags, rock berms, cofferdams, or other diversion structures should be used where possible to prevent excavation in flowing water. 13. Heavy equipment should be operated from the bank rather than in stream channels in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into streams. 14. Only clean, sediment -free rock should be used as temporary fill (causeways), and should be removed without excessive disturbance of the natural stream bottom when construction is completed. 15. During subsurface investigations, equipment should be inspected daily and maintained to prevent contamination of surface waters from leaking fuels, lubricants, hydraulic fluids, or other toxic materials. If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are used: The culvert must be designed to allow for aquatic life and fish passage. Generally, the culvert or pipe invert should be buried at least l foot below the natural streambed (measured from the natural thalweg depth). If multiple barrels are required, barrels other than the base flow barrel(s) should be placed on or near stream bankfull or floodplain bench elevation (similar to Lyonsfield design). These should be Bridge Memo Page 3 August 17, 2012 reconnected to floodplain benches as appropriate. This may be accomplished by utilizing sills on the upstream and downstream ends to restrict or divert flow to the base flow barrel(s). Silled barrels should be filled with sediment so as not to cause noxious or mosquito breeding conditions. Sufficient water depth should be provided in the base flow barrel(s) during low flows to accommodate fish movement. If culverts are longer than 40 -50 linear feet, alternating or notched baffles should be installed in a manner that mimics existing stream pattern. This should enhance aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining channel depth and flow regimes, and 3) by providing resting places for fish and other aquatic organisms. In essence, base flow barrel(s) should provide a continuum of water depth and channel width without substantial modifications of velocity. 2. If multiple pipes or cells are used, at least one pipe or box should be designed to remain dry during normal flows to allow for wildlife passage. 3. Culverts or pipes should be situated along the existing channel alignment whenever possible to avoid channel realignment. Widening the stream channel must be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage. 4. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes aquatic life passage. Bioengineering boulders or structures should be professionally designed, sized, and installed. In most cases, we prefer the replacement of the existing structure at the same location with road closure. If road closure is not feasible, a temporary detour should be designed and located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing stream banks. If the structure will be on a new alignment, the old structure should be removed and the approach fills removed from the 100 -year floodplain. Approach fills should be removed down to the natural ground elevation. The area should be stabilized with grass and planted with native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the area to wetlands. If successful, the site may be utilized as mitigation for the subject project or other projects in the watershed. Project specific comments: • Beaufort County Bridge No. 297 over Broad Creek on SR 1520: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Beaufort County Bridge No. 316 over Unnamed Canal on SR 1627: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Greene County Bridge No. 8 over Sandy Run on SR 1301: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Greene County Bridge No. 9 over Sandy Run on SR 1324: We recommend replacing this bridge with a bridge. Standard recommendations apply. Bridge Memo Page 4 August 17, 2012 • Greene County Bridge No. 93 over Beaman Run on SR 1240: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Pitt County Bridge No. 142 over Cross Swamp on SR 1777: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Pitt County Bridge No. 69 over Cross Swamp on SR 1139: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Pitt County Bridge No. 431 over Cross Swamp on SR 1591: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Pitt County Bridge No. 415 over Cross Swamp on SR 1108: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Pitt County Bridge No. 20 over Cross Swamp on SR 1941: We recommend replacing this bridge with a bridge. Standard recommendations apply. • Lenoir County Bridge No. 142 over Bearwell Branch on SR 1922: We recommend replacing this bridge with a bridge. Standard recommendations apply. If you need further assistance or information on NCWRC concerns regarding bridge replacements, please contact me at (919) 528 -9886. Thank you for the opportunity to review and comment on this project. I Greene 34 .� ' ' GREENF -3 SR 1344 (D RD-9N FARM ROAD) I QVER MIDDLE SWAMP MVILLE USGS QUAD MAP AND SHEET 3 OF THE SOIL SURVEY OF GREENE COUNTY FIRM PANEL 4635 MAP NUMBER 3720463500) CONTENTNEA 03020203 MIDDLE SWAMP C; Sw, NSW NEUSE RIVER BASIN WBS ELEMENT NUMBER 17BP.2°R.51 NOVEMBER 7, 2012 N r• 1 fla 1f. �. JIB:• ! ° , -/ Greene 34 N 652096.4555 E 2432757.5024 I N 35 -31 -59 W 77 -32-43 N 35.533033,�iy� yc%. W 77.545358 ' 3,0001,500 0 3,000 Feet •1 /a - / /-- 0 00 1 1 t G r� r a � c • �p d i t cc Sri 000, •• a t_. 1 y 1 M as 1 y a ca a t v v Q a b 0 n 0 0 N r a a v o. t 0 � O o " 4 w0 O � (r O E a h C J a y u� h M xo�, 3,0001,500 0 m 3,000 Feet 0 M v M r w S. 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