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HomeMy WebLinkAbout20010961 Ver 1_Complete File_20010530 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 October 30, 1997 MEMORANDUM TO: FROM: SUBJECT: Ms. Cyndi Bell DWQ - DENR H. Franklin Vick, P. E., Manager Planning and Environmental Branch RECEIVED aci, 199,7 ENVIRONNENT& SCIENCES GARLAND B. GARRETT J R. SECRETARY Review of Scoping Sheets for the following projects: Project T.I.P. County Bridge No. State Route Planning Engineer B-3226 Robeson No. 34 SR 1001 Jeff Ingh cO,?;, B-3229 Robeson No. 132 SR 2455 Jeff Ingham,/ r B-3374 Stokes No. 61 SR 1973 Dennis Pipkin? B-3379 Wayne No. 16 US 117 Alt. Bill Goodwin Attached for your review and comments are the scoping sheets and location maps for the subject projects. The purpose of this information and the related review procedure is to have an early "meeting of the minds" as to the scope of work that should be performed and thereby enable us to better implement the projects. Scoping meetings for these projects are scheduled for December 3, 1997 in the Planning and Environmental Branch Conference Room (Room 470). These scoping meetings will be held back to back beginning at 9:00 A. M. in the order shown above. These meetings typically last 10 to 15 minutes per project, so all attendees should plan to arrive at the beginning of the 9:00 A. M. session as applicable. You may provide us with your comments at the meeting, mail them to us prior to the meeting, or e-mail them to bgoodwin@dot.state.nc.us prior to the meeting. Thank you for your assistance in this part of our planning process. If there are any questions about the meetings or the scoping sheets, please call the indicated Project Planning Engineer, at 733-3141. HFV/bg Attachments STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GovFRNOR May 23, 2001 Washington Regulatory Field Office US Army Corps of Engineers Post Office Box 1000 Washington, North Carolina 27889-1000 ATTENTION: Mr. Mike Bell Dear Sir: C I 1 LYNDo TIPPETT SF('RETARY SUBJECT: Revision to the permit application for the proposed replacement of Bridge No. 16 over Brooks Swamp on US I I7A in Wayne County. Federal Aid Project No. BRSTP-117A(1), State Project No. 8.1331401, TIP No. B-3379. N35°14.583' W78° 03.274' The original permit application dated May 11, 2001 for this project contained several errors. The information below provides corrections to those errors. The existing bridge will be replaced by a new bridge 75.0 ft in length in approximately the same location. The project length is approximately 740.0 ft. Traffic will be detoured offsite along existing roads during construction. Impacts to Waters of the U.S. provided in the original application were correct. If you have any questions or need any additional information, please contact Mr. Chris Rivenbark at (919) 733-9513. Sincerely, 1 William Gilmore, P.E., Branch Manager Project Development and Environmental Analysis MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-733-9794 TRANSPORTATION BUILDING 1548 MAIL SERVICE CENTER 1 SOUTH WILMINGTON STREET RALEIGH NC 27699-1548 WEBSITE: WWWDORDOT.STATE.NC.US RALEIGH, NC -.9001 WDG/mcr cc: Mr. David Franklin, COE Mr. John Dorney, NCDWQ Mr. David Cox, NCWRC Mr. Garland Pardue, USFWS Mrs. Debbie Barbour, P.E., Design Services Mr. Calvin Leggett, P.E., Program Design Mr. John Alford, P.E., Roadway Design Mr. D.R. Henderson, P.E., Hydraulics Mr. Tim Rountree, P.E., Structure Design Mr. Byron Moore, P.E., Roadside Environmental Mr. Jim Trogdon , P.E., Division 4 Engineer Ms. Robin Young, PD & EA ?eM%wwATEo f STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL. F. EASLEY GOVERNOR May 23, 2001 Washington Regulatory Field Office US Army Corps of Engineers Post Office Box 1000 Washington, North Carolina 27889-1000 ATTENTION: Mr. Mike Bell Dear Sir: LYNDo Tipn' " f SECRETARY SUBJECT: Revision to the permit application for the proposed replacement of Bridge No. 16 over Brooks Swamp on US I I7A in Wayne County. Federal Aid Project No. BRSTP-117A(1), State Project No. 8.1331401, TIP No. B-3379. N35°14.583' W78° 03.274' The original permit application dated May 11, 2001 for this project contained several errors. The information below provides corrections to those errors. The existing bridge will be replaced by a new bridge 75.0 ft in length in approximately the same location. The project length is approximately 740.0 ft. Traffic will be detoured offsite along existing roads during construction. Impacts to Waters of the U.S. provided in the original application were correct. If you have any questions or need any additional information, please contact Mr. Chris Rivenbark at (919) 733-9513. Sincerely, /, C& z -/" -=4 William Gilmore, P.E., Branch Manager Project Development and Environmental Analysis MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-733-9794 TRANSPORTATION BUILDING 1548 MAIL SERVICE CENTER 1 SOUTH WILMINGTON STREET RALEIGH NC 27699-1548 WEBSITE: WWW.DOH. DOT. STATE. NC. US RALEIGH, NC -.990001 WDG/mcr cc: Mr. David Franklin, COE Mr. John Dorney, NCDWQ Mr. David Cox, NCWRC Mr. Garland Pardue, USFWS Mrs. Debbie Barbour, P.E., Design Services Mr. Calvin Leggett, P.E., Program Design Mr. John Alford, P.E., Roadway Design Mr. D.R. Henderson, P.E., Hydraulics Mr. Tim Rountree, P.E., Structure Design Mr. Byron Moore, P.E., Roadside Environmental Mr. Jim Trogdon , P.E., Division 4 Engineer Ms. Robin Young, PD & EA State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor Bill Ross, Secretary Kerr T. Stevens, Director Mr. William D. Gilmore, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina, 27699-1548 IN U W, A 1 0 • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES July 30, 2001 DWQ No. 010961 Wayne County Re: Wayne County, Replacement of Bridge No. 16 over Brooks Swamp on US 117A, Federal Aid Project No. BRSTP-I17A(1), State Project No. 8.1331401; TIP B-3379. Brooks Swamp [27-54-5-2; WS IV NSW] APPROVAL of Neuse Buffer Rules AUTHORIZATION CERTIFICATE with ADDITIONAL CONDITIONS Dear Mr. Gilmore, You have our approval, in accordance with the attached conditions, to impact 0.02 acres of protected riparian buffers (0.015 acres in Zone 1 and 0.005 acres in Zone 2) for the purpose of replacing Bridge Number 16 over ` Brooks Swamp on US 117A. The project shall be constructed according to your application dated May 11, 2001, and any conditions listed below. This approval shall act as your Authorization Certificate as required within the Neuse River Riparian Area Protection Rules (15A NCAC 2B .0233). In addition, you should get any other required federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control. This approval is only valid for the purpose and design that you described in your application dated May 11, 2001. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this authorization and approval letter and is thereby responsible for complying with all conditions. For this approval to be valid, you must follow the conditions listed below. If you do not accept any of the conditions of this authorization, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This authorization and its conditions are final and binding unless you ask for a hearing. Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper .- r. Page 2 of 2 This letter completes the review of the Division of Water Quality under the "No Practical Alternatives" determination required in 15A NCAC 2B .0233(8). If you have any questions, please contact John Hennessy at 919-733-5694. incerely, Stevens Cc: Eric Alsmeyer, US Army Corps of Engineers a gh Field Office Deborah Sawyer, DWQ Washington Regional Office File Copy Central Files C:\ncdot\B-3379\wgc\buffer authorization.doc ..? 010961 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL. F. EASLEY GOVERNOR May 11, 2001 Washington Regulatory Field Office US Army Corps of Engineers Post Office Box 1000 Washington, North Carolina 27889-1000 ATTENTION: Mr. Mike Bell Dear Sir: LYNDO TIPPETT SECRETARY SUBJECT: Proposed replacement of Bridge No. 16 over Brooks Swamp on US I I7A in Wayne County. Federal Aid Project No. BRSTP-117A(1), State Project No. 8.1331401, TIP No. B-3379. N35°14.583' W78° 03.274' Attached for your information is a copy of the Categorical Exclusion Action Classification Form and the Natural Resources Technical Report for the subject project. The project is being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). Therefore, we propose to proceed under a Nationwide Permit in accordance with 33 CFR 330 Federal Register: March 9, 2000 (Volume 65, Number 47, Pages 12817-12899, by the Corps of Engineers. The provisions of Section 330.4 and appendix A (C) of these regulations will be followed during construction of the project. The existing bridge will be replaced by a new bridge 150.0 ft in length in approximately the same location. Project length is approximately 1,480.0 ft. Traffic will be detoured offsite along NC 210 and NC 11 during construction. Jurisdictional Surface Waters. One perennial stream in the Neuse River Basin, Brooks Swamp [DWQ Index No. 27-54-5-2, (8/3/92)] is crossed by NC 53. This stream carries a Best Usage Classification of WS-IV NSW. Class WS-IV waters are protected as water supplies which are generally in moderately to highly developed watersheds and are suitable for all Class C uses. Class C refers to waters suitable for aquatic life propagation and survival, fishing, wildlife, MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-733-9794 TRANSPORTATION BUILDING 1548 MAIL SERVICE CENTER 1 SOUTH WILMINGTON STREET RALEIGH NC 27699-1548 WEBSITE: WWWDOH.DOT.STATE. NC.US RALEIGH, NC secondary recreation, and agriculture. The bridge has an asphalt overlay surface on a reinforced concrete deck, with steel I- beams. The bridge has timber caps on timber piles for the bents and for the end bents. There is potential for components of the deck to be dropped into Waters of the United States during construction. The resulting temporary fill associated with the concrete deck and timber caps is approximately 27.0 yd'. All temporary fill material will be removed from the creek as soon as possible as part of the bridge removal process. Jurisdictional Wetlands. Jurisdictional wetlands will be impacted due to project construction. The project will result in 0.06 ac of permanent fill in wetlands and 0.16 ac of mechanized clearing. One row of driven piles, will be used to support the new bridge. Permit drawings depicting this proposed work are attached. Neuse Riparian Buffers. Impacts to Neuse Riparian Buffers associated with this project total 0.02 ac (0.015 ac Zone 1, 0.005 Zone 2). No new stormwater ditches or sedimentation control devices are proposed within Neuse Riparian Buffers. Bridge deck scuppers will not be used for this project therefore there will be no direct discharge into Brooks Swamp. Deck drainage will be directed outside the buffer zone. Threatened And Endangered Species. The red-cockaded woodpecker (Picoides borealis) is listed as Endangered for Wayne County. A Biological Conclusion of No Effect has been reached for this species. Cultural Resources. Bridge No. 16 though more than 50 years old, was found not eligible for the National Register and no other evaluation was required. There are no known archaeological sites within the proposed project area and SHPO State Historic Preservation Office (SHPO) recommended no archaeological investigations be conducted (October 15, 1998). It is anticipated that these activities will be authorized via a NWP 23 (Categorical Exclusion). By copy of this application, we are also requesting a 401 General Water Quality Certification as well as an Authorization Certificate for Neuse Riparian Buffer impacts from the NC Division of Water Quality. If you have any questions or need any additional information, please contact Mr. Chris Rivenbark at (919) 733-9513. Sincerely, Af C4, L4044-- /07 William Gilmore, P.E., Branch Manager Project Development and Environmental Analysis WDG/mcr cc: Mr. David Franklin, COE Mr. John Dorney, NCDWQ Mr. David Cox, NCWRC Mr. Garland Pardue, USFWS Mrs. Debbie Barbour, P.E., Design Services Mr. Calvin Leggett, P.E., Program Design Mr. John Alford, P.E., Roadway Design Mr. D.R. Henderson, P.E., Hydraulics Mr. Tim Rountree, P.E., Structure Design Mr. Byron Moore, P.E., Roadside Environmental Mr. Jim Trogdon , P.E., Division 4 Engineer Ms. Robin Young, PD & EA ?f J 9 PROJECT NOT TO SCALE NEUSE RIVER BUFFER VICINITY MAP ai t 8 R N. CD. 0. T. DIVISION OF HIGHT1,7A YS WAYNE COUNTY PROPOSED REPIACE.`ViEA7 BRG. NO. 16 ALONG US 117A OVER BROOKS SW:-LMP STATE PROJECT# 3.1331101 (B-3379) SfiF1sT I OF 'i It r JI I I SCALE I" = 1500' NE-USE RAVER BUFFER LOCATION lac: C.D. 0. T. DIVISION OF HIGHWA YS WAYNE CO UN7T PROPOSED REPLACE,?MNT MAP BRG. NO. 16 ALONG US 117 A O f R BROOKS S I V IWP STA1'E PROV CT#Y_1331401 (B-33"7) SILEET 1 OF 7 r?1 of ? II ( '"? j CO) 31 w?x? , I I y?i O S z ?I 31- r m 11 PuN °` ? ? e ? U z A t z Z z ? a wz I W w ? c7 4 z Nc G e?? o I* I I o NAB I I J F I ? II ?'' I s L? 12 Z O ~? d rn 03 wm w a. Z F Z= o 4 U Vd ? LL LL W M O O p a. j w 3 w w 0 o U N Z CL U) ° LZ (D N C? CD 2 (/), O LL o ° c t v ? U o ° rnd?8i Q 'u5U E a ? E c ?°- 3 ?- W C1 ° o N N o m O ° l0 : d Q LL Z c O t0 H ?, Q H ? > ? o W a p z w O o Z LL o. N C ? O p O C) - ?p U 7 N M r ? C 2 (/), S S t r r t O r U Z O F- O w H L cn w Y w Y 3 = I- `_ :rr'T`??1 ?r oz z N a I I ` I N O !? 1- o J ?- d o J ?N ?- 4 N 0 ? ^'1 Q U f-a3: z tin L X w a Z N a x Q `'' _ '?I WNY U Z) o O m h z O L, a V) I O CL LLI a H W O ^i ; Ti a O O a p CO lr F,? Fq cq W I I N Q ?jri\! ? Q a O ~ ? x ``I I J -? "`?~ Y?'1 O W W O > a 3 NNP? g ?y I 0 M?? 0 a -V I 1 ?!' Iw y H O a: ? OF ? UJ z o CO .J II LLJ JQ IZ z i- U iw X W W FFl - y- Ld o L.Li p IZ 8 '? N N Q LL Z 1 F w ?? 00+N I ?: -- -- -- - a. n. s d N I Q W W d 0 W la ,4 N i N 1..L JINN \ F- HMV LL.LLLL Sx W LL W .4 W co N . I -L,-~1- M ? 3 I ! I ` W ?O?MOOO 0 GS. C Er M ?,, o+oo°oo rv', T . V7?7 W I Q O'I N 3 \ + 0 `tao>o0 Q Q i? ?O? QO N z h- a 1 ?L W VVV IYYYI IL z 0 Q N vl h O J J J 1 ?I O N z J N T W LL. a0 71'`x' W i l a w 1 z W N 2 ZU w oa U N J a w W Z U a LL o LL N m C14 LO 04 O w 8 LL lL N w U O O O - Co N _z p o z O O g Lit V Oz Q W N Q w? z L C J ^ N N N V) O O O O H U a Q CL a a W 0 LO W Q N o a U- Z a LL p - M w m a o s 0 0 Z U Q O N O U) _ z O + O ? `D O O ? U ? o v ww n m CL } cn o w Z) 0 U) .- _ N O z J ? Q N H H NEUSE RIVER BUFFER ZONE IMPACT MINIMIZATIONS B-3379 1. THERE WILL NOT BE BRIDGE DECK SCUPPERS. THEREFORE NO DIRECT DISCHARGE INTO BROOKS SWAMP. 2. DECK DRAINAGE IS TO BE DIRECTED AWAY FROM THE BUFFER ZONE TO THE TWO 2GI AT STA.13+93 -L- LEFT AND RIGHT. THEY WILL OUTLET OUTSIDE THE BUFFER ZONE AS SHEET FLOW. 03-15-01 SKe T I OF 010961 ?4 CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM TIP Project No.: 13-3379 State Project No.: 8.1331401 f. i Federal-Aid Project No.: BRSTP-I 17AM A. Project Description: NCDOT will replace Bridge No. 16 on US 117A over Brooks Swamp in Wayne County. The bridge will be replaced with a double barreled reinforced concrete box culvert. Each barrel of the culvert will be 12 feet by 7 feet. The approach roadway will have a 24-foot travelway and 4 foot paved shoulders for a total pavement width of 32 feet. The total shoulder width will be at least 8 feet wide including the paved portion. Shoulder widths will be increased to at least 11 feet where guardrail is warranted. Traffic will be detoured along existing roads during construction. B. Purpose and Need: Bridge No. 16 has a sufficiency rating of 33.0 out of 100. The bridge is currently posted at 17 tons for single vehicles and at 20 tons for truck-tractor semi-trailers. For these reasons Bridge No. 29 needs to be replaced. C: Proposed Improvements: Circle one or more of the following Type II improvements which apply to the project: Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R and 4R improvements) b. Widening roadway and shoulders without adding through lanes c. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn lanes) e. Adding shoulder drains f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveways pipes h. Performing minor bridge widening (less than one through lane) 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights C. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/ or realignment h. Making minor roadway realignment i. Channelizing traffic j. Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting ( no red lead paint), scour repair, fender systems, and minor structural improvements ® Replacing a bridge (structure and/ or fill) 4. Transportation corridor fringe parking facilities. Construction of new truck weigh stations or rest areas. Approvals for disposal of excess right-of-way or for joint or limited use of right- of-way, where the proposed use does not have significant adverse impacts. Approvals for changes in access control. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and located on or near a street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 10. Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements ) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 3 D 1 1. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such constriction is not inconsistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3 (b) of the UNIT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. Special Project Information Environmental Commitments: High Quality Waters Soil and Erosion Control Measures for Protection of Sensitive Watersheds should be implemented on this project to protect Brooks Swamp, a water body classified as WS-4 NSW by the Division of Water Quality. Bridge Demolition: NCDOT built Bridge No. 16 in 1921. The bridge has an asphalt overlay surface on a reinforced concrete deck, with steel I-beams. The bridge has timber caps on timber piles for the bents and for the end bents. The bridge is 42 feet long and 34 feet wide. There is the potential for parts of both spans of the bridge deck to be dropped into Brooks Swamp at the project site during removal of this bridge. The resulting temporary fill into waters of the US will amount to no more than 27 cubic yards of material. All temporary fill material will be removed from the creek as soon as possible as part of the bridge removal process. Estimated Costs: Construction Right of Way Total Estimated Traffic: Current Year 2020 $ 350,000 $ 25,000 $ 375,000 6200 VPD 8800 VPD 3 r? Proposed Typical Roadway Section: The approach roadway will have a 24-foot travelway and 4 foot paved shoulders for a total pavement width of 32 feet. The total shoulder width will be at least 8 feet wide including the paved portion. Shoulder widths will be increased to at least 1 1 feet where guardrail is warranted. Design Speed: 60 mph Functional Classification: US 117A is classified as a Rural Major Collector Route in the Statewide Functional Classification system. Division Office Comments: The Division Engineer supports the chosen alternate and proposed method for detouring traffic during construction. E. Threshold Criteria The following evaluation of threshold criteria must be completed for Type II actions. ECOLOGICAL YES NO (1) Will the project have a substantial impact on any unique or ? X important natural resource? - (2) Does the project involve any habitat where federally listed X F-1 endangered or threatened species may occur? (3) Will the project affect anadromous fish? x (4) If the project involves wetlands, is the amount of permanent and/or temporary wetland taking less than one-third (1/3) acre and have all practicable measures to avoid and minimize ? x takings been evaluated? (5) Will the project require use of U. S. Forest Service lands ? F7 X (6) Will the quality of adjacent water resources be adversely impacted by proposed construction activities? ? X 4 (7) Does the project involve waters classified as Outstanding Water X Resources (OWR) and/or High Quality Waters (HQW) ? - (8) Will the project require fill in waters of the United States in any of the designated mountain trout counties? ? X (9) Does the project involve any known underground storage tanks (UST's) or hazardous materials sites? X 71 PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the project significantly affect the coastal zone and/or any "Area of ? X Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier Resources Act resources? F-1 X (12) Will a U. S. Coast Guard permit be required? X (13) Will the project result in the modification of any existing regulatory floodway? X (14) Will the project require any stream relocations or channel changes? X SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO (15) Will the project induce substantial impacts to planned growth or ? X land use for the area? (16) Will the project require the relocation of any family or business? C X (17) Will the project have a disproportionately high and adverse human health and environmental effect on any minority or low-income population? X (18) If the project involves the acquisition of right of way, is the F1 amount of right of way acquisition considered minor? X (19) Will the project involve any changes in access control? X (20) Will the project substantially alter the usefulness and/or land use of any adjacent property? X (21) Will the project have an adverse effect on permanent local F-1 traffic patterns or community cohesiveness? X 5 (22) Is the project included in an approved thoroughfare plan and/or Transportation Improvement Program (and is, therefore, in X conformance with the.Clean Air Act of 1990)? (23) Is the project anticipated to cause an increase in traffic volumes? El X F (24) Will traffic be maintained during construction using existing X roads, staged construction, or on-site detours? 17 (25) If the project is a bridge replacement project, will the bridge be replaced at its existing location (along the existing facility) and will all construction proposed in association with the bridge X ? replacement project be contained on the existing facility? (26) Is there substantial controversy on social, economic, or environmental grounds concerning the project? E X (27) Is the project consistent with all Federal, State, and local laws ? relating to the environmental aspects of the action? X (28) Will the project have an "effect" on properties eligible for or ? X listed on the National Register of Historic Places? (29) Will the project affect any archaeological remains which are ? X important to history or pre-history ? (30) Will the project require the use of Section 4(f) resources (public parks, recreation lands, wildlife and waterfowl refuges , ? historic sites or historic bridges, as defined in Section 4(f) of the X U. S. Department of Transportation Act of 1966)? (31) Will the project result in any conversion of assisted public recreation sites or facilities to non-recreation uses, as defined ? X by Section 6(f) of the Land and Water Conservation Act of 1966, as amended? (32) Will the project involve construction in, across, or adjacent to a river designated as a component of or proposed for inclusion in ? the natural Wild and Scenic Rivers? Additional Documentation Required for Unfavorable Responses in Part E None. X 6 G. CE Approval TIP Project No.: .13-3379 State Project No.: 8.1331401 Federal-Aid Project No.: BRSTP-117AM Project Description: NCDOT will replace Bridge No. 16 on US 117A over Brooks Swamp in Wayne County. The bridge will be replaced with a double barreled reinforced concrete box culvert. Each barrel of the culvert will be 12 feet by 7 feet. The approach roadway will have a 24-foot travelway and 4 foot paved shoulders for a total pavement width of 32 feet. The total shoulder width will be at least 8 feet wide including the paved portion. Shoulder widths will be increased to at least 1 I feet where guardrail is warranted. Traffic will be detoured along existing roads during construction. Categorical Exclusion Action Classification: (Check one) X TYPE II (A) TYPE II (B) Approved: Date Assistant Manager, Project Development & Environmental Analysis Branch 7 8-9 9 W Q y H e ??' ??` Date Project Planning Unit Head q-1 iq b) h?rL_?? I Date Project Planning Engineer For Type II (B) projects only: Not Required Date Division Administrator, Federal Highway Administration 7 N ? Studied Detour Route 10 ???}=. • ?CGoldsboro / dMCWT"c4 North Carolina Department of 4t Transportation `?i 7 Division of Highways Plannin & Environmental Branch A ?OF TPA g Wayne County Replac e Bridge No. 16 on US 117 Alt. Over Brooks Swamp B-3379 Figure One CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE :` ATIONAL REGISTER OF. HISTORIC PLACES Brie: Prcjcc: Dcsc ^eticn On i 15 Iqq , rcpresc:ICacivcs of chc Norte Carolina Dcpartmcnt of Transportaticn (NICDO T ) .?FCdCral Higmwav Adminiscrlion (FH%% worth Carolina Statc Historic Prescrvacicn OFicC (SrP0) Ochcr rcviCv.-C-4 :hc suoicc[ pralcct ac /a scoptnc :nCC::nc ? RISCOCIC CiCal(C"11C"l rC501+'CC::S ;.'•IlC[C`_r:Ull rC'•Il:'•?' SCSS??? -JllSllliC;:Cn O(:... ?..... .. _r_ no CrccC.I:CS Jt..?. ... ?:..a r) VtL. '.?Ill.l.. .t:.. _. _ ._. .._ \. .. r._.... _. ....__.. TIC 7rocc:lics ICS TI :11c: CCnS:CCra::Cn G t ahi n t!IC -"C I= 5 - CC CC(C...._. / •?C?^ 'ICS 0' .., C: CS OIC (Ilse a[:._nC l .t;i:I:n iLC.JCCILC: S .-- C: CC:?....:. on availaoic rc :Ctocr. c _=_. =rc= rival :n:cr :-[: C.7: Jl t7asC cn chC litts[C CCn `i iuat:cn oC :r:C...:S ?C CS i_ rcr a(:crlai Rc^stci ... n? . ;mac ^ . _..__a. `acion_ 2 s: .. . :is:. r„ ^pcrics %%ainn :i: :roicc: s arCa cr _._ c:a. -cr arc ?o -i R_?res.::r c. NCDOT ?- -(cr or oc;:cr Fcacial Agcnc'• F c.wA, lar chc Divisicn .•?CCitinisc - Rcprc,cat ti':c. SMPO Stncc His:orlc PresCr,aclon O..ic. /c7/zo/?cp •t _ Jlri' Jl :,a? :Uf:a _.:C .:C 11:.:?::C'? ?fal '•?l;I .` ..:?::. f". 57Ar North Carolina Department of Cultural Resources James B. Hunt Jr., Govemor Betty Ray McCain, Secretary December 12, 1997 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Bridge 16 on US 117 Alt. over Brooks Swamp, Wayne County, 83379, Federal Aid Project BRSTP-1 17A(1), State Project 8.1331401, ER 98-7862 Dear Mr. Graf: Division of Archives and History kf' rey 1. Crow, Director C E ?i • r 1 6 1591 s & On December 3, 1997, Debbie Bevin of our staff met with North Carolina Department of Transportation (NCDOT) staff for a meeting of the minds concerning the above project. We reported our available information on historic architectural and archaeological surveys and resources along with our recommendations. NCDOT provided project area photographs and aerial photographs at the meeting. Based upon our review of the photographs and the information discussed at the meeting, we offer our preliminary comments regarding this project. In terms of historic architectural resources, the only structure over fifty years old is Bridge #16. We recommend that an architectural historian with NCDOT evaluate the bridge for National Register eligibility and report the findings to us. No additional historic architectural survey is recommended for this project. There are no known archaeological sites within the proposed project area. Based on our present knowledge of the area, it is unlikely that any archaeological resources which may be eligible for inclusion in the National Register of Historic Places will be affected by the project construction. We, therefore, recommend that no archaeological investigation be conducted in connection with this project. Having provided this information, we look forward to receipt of either a Categorical Exclusion or Environmental Assessment which indicates how NCDOT addressed our comments. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. 109 East Jones Street • Raleigh, North Carolina 27601•'_807 1 & V Thank you for your cooperation and consideration. If concerning the above comment, please contact Renee review coordinator, at 919/733-4763. Sincerely, David Brook Deputy State Historic Preservation Officer DB:slw cc: H. F. Vick B. Church T. Padgett you have questions Gledhill-Earley, environmental 11 May 3, 1999 MEMORANDUM TO: Wayne Elliot, P.E., Unit Head Bridge Replacement Unit FROM: Tanner Holland, Natural Systems Specialist Natural Systems Unit SUBJECT: Natural Resources Technical Report for the proposed replacement of Bridge No. 16 on US 117A over Brooks Swamp in Wayne County, Federal Aid Project No. BRSTP-117A(1), State Project No. 8.1331401, TIP No. B-3379 ATTENTION: Bill Goodwin, P.E., Project Planning Engineer Bridge Replacement Unit The attached Natural Resources Technical Report (NRTR) provides inventories and descriptions of natural resources within the project area to assist in preparation of a Categorical Exclusion. Estimations of impacts likely to occur to these resources as a result of project construction are provided as well. If you have any questions, please contact me at 733-1200. cc: Phil Harris, P.E., Unit Head, Natural Systems Unit File: B-3379 Replacement of Bridge No. 16 on US 117A over Brooks Swamp in Wayne County. Natural Resources Technical Report T.I.P. No. B-3379 State Project No. 8.1331401 F.A. Project No. BRSTP-117A(1) North Carolina Department of Transportat:cn Division of Highways Project Development and Environmental Analysis Branch Natural Systems Unit Tanner Holland, Natural Systems Specialist April 30, 1999 TABLE OF CONTENTS 1.0 INTRODUCTION ......................................................................................................1 1.1 PROJECT DESCRIPTION ............................................................................................ 1 1.2 PURPOSE .................................................................:............................................. 1 1.3 METHODOLOGY ....................................................................................................... 1 1.4 QUALIFICATIONS OF PRINCIPAL INVESTIGATOR ............................................................2 1.5 TERMINOLOGY .........................................................................................................2 2.0 PHYSICAL RESOURCES ........................................................................................2 2.1 SOILS AND TOPOGRAPHY ...................................................... ...................................2 2.2 WATER RESOURCES .............................................................. ...................................3 2.2.1 Waters Impacted and Characteristics ........................... ...................................3 2.2.2 Best Usage Classification ............................................. ...................................3 2.2.3 Water Quality ................................................................ ................................... 4 3.0 BIOTIC RESOURCES ........................................................... ...................................5 3.1 BIOTIC COMMUNITIES ............................................................. ...................................5 3.1.1 Maintained Roadside .................................................... ...................................5 3.1.2 Coastal Plain Small Stream Swamp ............................. ................................... 6 3.2 WILDLIFE ............................................................................. ...................................6 3.2.1 Terrestrial Species ...................................................... ................................... 6 3.2.2 Aquatic Species ............................................................ ................................... 6 3.3 SUMMARY OF ANTICIPATED IMPACTS ...................................... ...................................7 3.3.1 Anticipated Impacts to Terrestrial Communities ........... ...................................7 3.3.2 Anticipated Impacts to Water Resources .................... ................................... 7 4.0 JURISDICTIONAL TOPICS .....................................................................................8 4.1 WATERS OF THE UNITED STATES ..............................................................................8 4. 1.1 Characteristics of Wetlands and Surface Waters ............................................ 9 4.1.1 Summary of Anticipated Impacts ................................................................... 9 4.1.2 Permits .......................................................................................................... 9 4.1.3 Mitigation .....................................................................................................10 4.1.4 Avoidance .....................................................................................................11 4.2 RARE AND PROTECTED SPECIES ............................................................................ 12 4.2.1 Federally Protected Species ........................................................................12 4.2.2 Federal Species of Concern and State Listed Species ................................13 5.0 REFERENCES .......................................................................................................15 LIST OF TABLES TABLE 1. SOILS OCCURRING IN THE PROJECT STUDY AREA ................................................... 3 TABLE 2. ESTIMATED IMPACTS TO TERRESTRIAL COMMUNITIES ............................................. 7 TABLE 3. FEDERAL SPECIES OF CONCERN FOR WAYNE COUNTY ........................................ 14 1.0 INTRODUCTION The following Natural Resources Technical Report is submitted to assist in preparation of a Categorical Exclusion. 1.1 Project Description The proposed project (see Figure 1) calls for the replacement of Bridge No. 16 on US 117A over Brooks Swamp in Wayne County. A reinforced ccncrete culvert wi!l be used to cross the swamp. The proposed right-cf-way is 18.2 m 2-0.0 ft). Project length is approximately 274.3 m (900.0 ft). Traffic',vill either be detcured during construction using other existing local roads or tra is will be maintained onsite on a temporary detour structure located east of the existing bridge during construction. 1.2 Purpose The purpose of this document is to describe and inventory the natural resources identified within the project vicinity and estimate potential impacts to these resources. Recommendations are made for measures which will minimize resource impacts. These descriptions and estimates are relevant only in the context of existing design concepts. If preliminary design parameters change, additional field investigation may be necessary. 1.3 Methodology Prior to the site visit, published resource information pertainirg to the project vicinity was gathered and reviewed. Information sources include; U.S. Geological Survey (USGS) quadrangle maps (Mount Olive), NRCS Soil Survey (Wayne County) NCDOT aerial photographs of project study area (1:1200), Fish and Wildlife Service (USFWS) list of protected species and N.C. Natural Heritage Program (NCNHP) database of uncommon and protected species and unique habitats. A field survey for the project was conducted on March 5, 1999 by NCDOT Natural Systems Specialist Chris Rivenbark. Plant communities were identified and recorded. Wildlife was identified using a number of observation techniques, including habitat evaluation, active searching and recording identifying signs of wildlife (sounds. tracks and burrows). 1 I ? ?,omp _ l ?I C) 1 ?? _ -- _ ?? DUFLEY - 6 POr. . 199 1 19 G % ?? `'?+'cZ 1937 1 Airport t C MOUNT OLJVE I ^ t POP. 4,569 \ I 1 / ?' > a 5 3 s'. ;- 111 ? \ - 1117 1935 5 193' 11 ao, cd; - 1147 North Carolina Department of t Transportation Division of Highways ?4 0* Planning & Environmental Branch Wavne County Replace Bridge No. 16 on US 117 Alt Over Brooks Swamp B-3379 Fi pure One 4W 1.4 Qualifications of Principal Investigator Investigator: Chris Rivenbark Education: BS Natural Resources-Ecosystem Assessment . North Carolina State University Experience: NCDOT Environmental Biologist, 1997-current Expertise: Natural resources investigations; wetland delineation; protected species surveys; NEPA documentation. 1.5 Terminology For the purposes of this document, the following terms are used concerning the limits of natural resources investigated. Project study area denotes the area bounded by the proposed right-of-way limits. Project vicinity describes an area extending 0.8 km (0.5 mi) on all sides of the project study area. Project region is equivalent to an area represented by a 7.5 minute USGS quadrangle map [163.3 sq km (61.8 sq mi)], with the project as the center point. 2.0 PHYSICAL RESOURCES Water and soil resources, which occur in the study area, are discussed below. Soils and the availability of water directly influence composition and distribution of flora and fauna in any biotic community. Wayne County is located in the Coastal Plain physiographic province. The elevation at the project study area ranges from approximately 33.5 m-38.1 m (110.0- 125.0 ft) above mean sea level. The land surface of the project study area is smooth with sloping breaks occurring along the flood plain of Brooks Swamp. 2.1 Soils and Topography Three soil phases occur within project boundaries (see Table 1). The Johnston soil phase is present throughout most of the project. All soils located within the project area have a seasonal high water table at the surface. 2 Table 1. Soils occurring in the project study area. Map Unit Mapping Unit Permeability Slope (%) Drainage Svmbol Js Johnston To Torhunta Bb Bibb Slowly permeable Slowly permeable Moderately Permeable 0-2 Very Poorly Drained 0-2 Verly Poorly Drained 0-2 Poorly Drained 2.2 Water Resources Hydric Class Hydric Hydric Hydric This section contains information concerning those water resources likely to be impacted by the project. Water resource information encompasses physical aspects of the resource, its relationship to major water systems, Best Usage Standards and water quality of the resources. Probable impacts to these water bodies are also discussed, as are means to minimize those impacts. 2.2.1 Waters Impacted and Characteristics Water resources within the project area are located in subbasin 03-04-12 of the Neuse River basin. The Neuse River basin encompasses 6192 square miles in 19 counties and is the third largest river basin in North Carolina. The Neuse River basin originates northwest of Durham in the northern Piedmont region of North Carolina and then flows southeasterly for over 200 miles. One surface water is located within the project study area. The Division of Water Quality (DWQ) has assigned index numbers for streams and tributaries in North Carolina. One perennial stream in the Neuse River Basin, Brooks Swamp [DWQ Index No. 27-54-5-2, (8/3/92)] is crossed by Bridge No. 16. The average width of Brooks Swamp is 8.5 m (28.0 ft) with an average depth of 1.2 m (4.0 ft.). The substrate material consisted of sand and silt. 2.2.2 Best Usage Classification Streams have been assigned a best usage classification by the DWQ. The Best Usage Classification of the project area surface water is WS-IV NSW. Class WS- IV refers to waters protected as water supplies which are generally in moderately to highly developed watersheds and is suitable for all Class C uses. Class C refers to waters suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation, and agriculture. The supplemental classification NSW refers to waters 3 .11 subject to growths of microscopic or macroscopic vegetation requiring limitations on nutrient inputs, at the discretion of the Director of DWQ. Neither High Quality Waters (HQW), Water Supplies (WS-I: undeveloped watersheds, or WS-II: predominately undeveloped watersheds) nor Outstanding Resource Waters (ORW) occur within 1.6 km (1.0 mile) of project study area. 2.2.3 Water Quality The DWQ has initiated a whole basin approach to water quality management for the 17 river basins within the state. To accomplish this goal the DWQ collects biological, chemical and physical data that can be used in basinwide assessment and planning. All basins are reassessed every five years. Prior to the implementation of the basinwide approach to water quality management, the Benthic Macroinverteb rate Ambient Network (managed by the DEM) assessed water quality by sampling for benthic macroinverteb rate organisms at fixed monitoring sites throughout the state. Biological monitoring is now performed as part of the basinwide assessment program. Many benthic macroinvertebrates have stages in their life cycle that can last from six months to a year, therefore, the adverse effects of a toxic spill will not be overcome until the next generation. Different taxa of macro invertebrates have different tolerances to pollution, thereby, long term changes in water quality conditions can be identified by population shifts from pollution sensitive to pollution tolerant organisms (and vice versa). Overall, the species present, the population diversity and the biomass are reflections of long term water quality conditions. There are no biological sampling stations located on project area surface waters, or within 5 km (3 mi) of the project corridor. Point source dischargers located throughout North Carolina are permitted through the National Pollutant Discharge Elimination System (NPDES) Program. Any discharger is required to register for a permit. There are no permitted dischargers within the project vicinity. Nonpoint source discharge refers to runoff that enters surface waters through stormwater. Agricultural activities may serve as a source for various forms of nonpoint source pollutants. Land clearing and plowing disturb soils to a degree where they are susceptible to erosion, which can lead to sedimentation in streams. Sediment is the most widespread cause of nonpoint source pollution in North Carolina. Pesticides, chemical fertilizers, and land application of animal wastes can be transported via runoff to receiving streams and potentially elevate concentrations of toxic compounds and nutrients. Animal wastes can be source of bacterial contamination and elevate biochemical oxygen demand (BOD). Drainage ditches on poorly drained soils 4 enhances the transportation of stormwater into surface waters (Division of ' Environmental Management, 1993). ` 3.0 BIOTIC RESOURCES Biotic resources include aquatic and terrestrial communities. This section describes those communities encountered in the study area as well as the relationships between fauna and flora within these communities. Composition and distribution of biotic communities throughout the project area are reflective of topography, hydrologic influences and past and present land uses in the study area. Descriptions of the terrestrial systems are presented in the context of plant community classifications and follow descriptions presented by Schafale and Weakley (1990) where possible. Dominant flora and fauna observed, or likely to occur, in each community are described and discussed. Scientific nomenclature and common names (when applicable) are provided for each animal and plant species described. Plant taxonomy generally follows Radford, et al. (1968). Animal taxonomy follows Martof, et al. (1980), Potter, et al. (1980), and Webster, et al. (1.985). Subsequent references to the same organism will include the common name only. Fauna observed during the site visit are denoted with an asterisk ('`). Spoor evidence equates to observation of the species. Published range distributions and habitat analysis are used in estimating fauna expected to be present within the project area. 3.1 Biotic Communities Two biotic communities are identified in the project study area: maintained roadside and coastal plain small stream swamp (blackwater subtype). Community boundaries within the study area are generally well defined without a significant transition zone between them. 3.1.1 Maintained Roadside The roadside community consists of several disturbed/maintained habitats exhibiting similar characteristics. The disturbed/maintained habitat in this description consists of roadside road shoulders. Road shoulders are irregularly maintained, receiving only periodic mowing and herbicide applications. Road shoulders act as buffers between the roadway and the surrounding communities by filtering storm water run-off and reducing run-off velocities. The maintained roadside community consists of fescue (Festuca sp.), lespedeza (Lespedeza sp.), and plantain (Plantago sp.). In the areas which receive lower levels of maintenance, more diverse communities can develop. This community was populated 5 Y by dandelion (Taraxacum officinale), Carolina geranium (Geranium carolinianum), Japanese honeysuckle (Lonicera japanica), Japanese knotweed (Polygcnum cuspidatum), and vetch (Vicia sp.). 3.1.2 Coastal Plain Small Stream Swamp The coastal plain small stream swamp (blackwater subtype) community included herb and vine species such as southern lady fern (Athyrium aspleniodes), royal fern (Osmunda regalis), southern blue flag (Iris virginica), common cattail (Typha latifolia), and Japanese honeysuckle. Shrubs found in this area included Chinese privet (Ligustrum sinense) and elderberry (Sambucus canadensis). Trees found in this area included American elm (Ulmus americana), Carolina ash (Fraxinus caroliniana), river birch (Betula nigra), red maple (Acer rubrum), bald cypress (Taxodium distichum), and swamp blackgum (Nyssa sylvatica var. biflora). 3.2 Wildlife Wildlife found in these communities are limited and consists primarily of wide-ranging, adaptable species which are well suited to coexistence with human development. Mammals common to disturbed edge areas, such as eastern cottontail rabbit (Sylvilagus floridanus), raccoon (Procyon lotor), white-tailed deer (Odocoileus virginianus), and gray squirrel (Sciurus carolinensis) may inhabit forested fringes. The most common reptiles found in such habitats are eastern box turtle (Terrapene caroling), predators such as black racer (Coluber constrictor), and eastern garter snake (Thamnophis sirtalis). 3.2.1 Terrestrial Species Birds likely to frequent such habitats include common crow (Corvus brachyrhnynchos), prothonotary warbler (Protonotaria citrea), and barred owl (Strix varia). Barred owls are common, permanent residents of this community type. This owl preys on rodents, insects, frogs and small birds. The prothonotary warbler are insectivorous avian species with thin straight bills. Other birds potentially found here include yellow-throated warbler and Carolina wren (Thryothorus ludovicianus). American robin, European starling (Sturnus vulgaris) and rusty blackbird often flock and roost in this habitat after breeding season during their migration. 3.2.2 Aquatic Species Coastal Plain Swamps provide habitat for a variety of organisms adapted to moist environments, such as the southern dusky salamander (Desmognathus 6 auriculatus), dwarf salamander (Eurycea quadridigitata), spring peeper (Hyla crucifer), and pickerel frog (Rana oalustris). The southern dusky salamander and dwarf salamander live beneath leaf litter or rotten logs. 3.3 Summary of Anticipated Impacts Construction of the proposed project will have various impacts on the biotic resources described. This section quantifies and qualifies potential impacts to the natural communities within the project study area in terms of the area impacted and the organisms affected. 3.3.1 Anticipated Impacts to Terrestrial Communities Impacts to terrestrial communities will result from project construction due to the clearing and paving of portions of the project study area, and thus the loss of community area. Calculated quantitative impacts reflect the relative abundance of each community present in the study area (Table 2). Estimated impacts are derived based on the project length of 274.3 m (900.0 ft.) and the entire right-of-way of 18.3 m (60.0 ft). The entire right-of-way will probably not be impacted; therefore actual impacts to the communities may be considerably less. Table 2. Fstimntpd imnn CtC to tcrrcc+rinl ---- ...;11.... Community type ^Estimated impacts ha(ac) Maintained roadside 0.09 (0.24) Coastal Plain Small Stream Swamp 0.40 (1.0) Total 0.49(l.24) Flora and fauna occurring in these communities are generally common throughout North Carolina because of their adaptability to wide ranging environmental factors. Moreover, a similar roadside shoulder community will be re-established after construction. Animals temporarily displaced by construction activities should repopulate areas suitable for the species following project completion. As a result, it is unlikely that existing species will be displaced significantly from the project study area following construction. However, to minimize the temporary effects of project construction, all cleared areas along the roadways should be revegetated promptly after project completion to minimize erosion and the loss of wildlife habitat. 3.3.2 Anticipated Impacts to Water Resources Estimated impacts to Brooks Swamp will be approximately 0.01 ha (0.03 ac). Impacts are calculated by using the width of the stream channel 8.5 m (28.0 ft) and the entire right-of-way 18.3 m (60.0 ft). The entire right-of-way will probably not be impacted, therefore actual impacts to the stream may be considerably less. 7 Aquatic communities are sensitive to any changes in the environment. Any action that affects water quality can have an adverse impact on aquatic organisms. Although most of the disturbance caused by project construction will be temporary. some environmental impacts caused by the proposed prcject will `ve long term or irreversible. Installation or modification of instream structures, such as repiacemerz or extension of culverts, can permanently affect many physical stream parameters. Project construction may result in the following impacts to surface waters: • Increased silt loading and sedimentation from erosion of disturted soils. • Changes in light incidence, water clarity and water temperature due to increased sediment load and riparian vegetation removal. • Alteration of stream discharge due to silt loading and changes in surface or ground water drainage patterns. • Increased potential for release of toxic compounds such as fuel and oil from construction equipment and other vehicles. . Precautions must be taken to minimize these and other impacts to water resources. in the study area. NCDOT's Best Management Practices (BMP) for the Protection of Surface Waters must be strictly enforced throughout the construction stage of the project. 4.0 JURISDICTIONAL TOPICS This section provides descriptions, inventories and impact analysis pertinent to two important issues-waters of the United States, and rare and protected species. 4.1 Waters of the United States The U.S. Army Corps of Engineers (USACE) promulgated the definition of "waters of the United States" under 33 CFR §328.3(a). Waters of the United States include most interstate and intrastate surface waters, tributaries, and wetlands. Areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions are considered "wetlands" under 33 CFR §328.3(b). Wetlands generally include swamps, marshes, bogs, and similar areas. Any action that proposes to place dredged or fill materials into waters of the United states falls under the jurisdiction of the USACE, and must follow the statutory provisions under Section 404 of the Clean Water Act (CWA) (33 U.S.C. 1344). 8 4.1.1 Characteristics of Wetlands and Surface Waters Potential wetland communities were investigated pursuant to the 1987 "Corps of Engineers Wetland Delineation Manual". The three parameter approach is used where hydric soils, hydrophytic vegetation and prescribed rdrologic characteristics must all be present for an area to be considered a wetland. Only one jurisdictional wetland was observed within the project area. This wetland is dominated by swamp blackgum with soft rush (Juncus effusus), elderberry (Sambucus canadense), and red maple (Acer rubrum) growing along the fringe of the fill slope adjacent to the bridge. Hydrologic indicators are saturated soils and inundation. The estimated area of impact is approximately 0.40 ha (1.0 ac). Soils at the wetland had a hue of 10YR, a value of 2, and a chroma of 1. The Cowardin classification for this site is Palustrine Forested Broad-Leaved Deciduous (PFO1 C). Only one jurisdictional surface water was present within the project area, Brooks Swamp. The average width of Brooks Swamp is 8.5 m (28.0 ft) with an average depth of 1.2 m (4.0 ft.). The substrate material consisted of sand and silt. 4.1.1 Summary of Anticipated Impacts Estimated impacts to the wetland and surface water was derived based on the length of Bridge Number 16 [18.3 m (60.0 ft.)] and the entire width of the proposed right-of-way [274.3 m (900.0 ft)]. The wetland impact has been estimated at 0.4 ha (1.0 ac) and the surface water impact at 0.01 ha (0.03 ac). Usually, the entire right-of- way will not be impacted, therefore actual impacts may be considerably less. 4.1.2 Permits Clean Water Act §404 establishes a permit program to regulate the discharge of dredged or fill materials into waters of the United States. The USACE, which administers the permit program under CWA §404, established nationwide permits for minor activities, specialized activities, and activities regulated by other authorities. A nationwide permit (NWP) is a permit by rule. In other words, compliance with the NWP rules satisfies the statutory provisions under Section 404 of the Clean Water Act. Forty NWPs referenced by a number currently exist (Strand, 1997). Nationwide 23, entitled Approved Categorical Exclusions, covers certain activities undertaken, assisted, authorized, regulated, funded, or financed, in whole or in part, by another Federal agency or department. Nationwide Permit 23 applies when another Federal agency or department determines that their activity, work, or discharge is categorically excluded from an environmental impact statement (EIS) under the National Environmental Policy Act (NEPA). The activity, work, or discharge becomes categorically excluded when its actions neither individually nor cumulatively have a significant effect on the human 9 environment. Also, the Office of the Chief of Engineers must receive notice of the agency's or department's application for the categorical exclusion and concur with the categorical exclusion determination (61 FR 65874, 65916; December 13, 1996). Clean Water Act §401 authorizes states to determine whether activities permitted by the federal government comply with state water quality standards. The DWQ may require a Section 401 Water Quality Certification if a project fills or substantially modifies waters or wetlands. North Carolina developed General Certifications (GCs) that satisfy CWA §401 and correspond to the Corps of Engineers' NWPs (NCDENR, DWQ, Water Quality Section, Wetlands Water Quality Certification; undated Internet site). Water Quality Certification No. 3107, which corresponds to NWP 23, will likely be required for this project's impacts to wetlands and waters. A Nationwide Permit 23 CFR 330 Appendix A (B) (23) is likely to be applicable for the crossing of Brooks Swamp. This permit authorizes construction provided the following conditions are met: • the width of the fill is limited to the minimum necessary for the actual crossing; • the fill place in Waters of the United States is limited to a filled area of no more than 0.45.ha (1.0 ac); • no more than a total of 45.7 m (150.0 linear ft) of the fill for the roadway can occur in special aquatic sites, including wetlands; • the crossing is culverted, bridged or otherwise designed to prevent the restriction of, and to withstand, expected high flows and tidal flows and movement of aquatic organisms, and; • the crossing, including all attendant features, both temporary and permanent, is part of a single and complete project for crossing of Waters of the United States. This project will also require a 401 Water Quality Certification from the DWQ prior to the issuance of the Nationwide Permit. Section 401 of the Clean Water Act requires that the state issue or deny water certification for any federally permitted or licensed activity that may result in a discharge to Waters of the United States. Section 401 Certification allows surface waters to be temporarily impacted for the duration of the construction or other land manipulation. The issuance of a 401 permit from the DWQ is a prerequisite to issuance of a Section 404 permit. 4.1.3 Mitigation The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy which embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical, biological and physical integrity of Waters of the United States, specifically wetlands. Mitigation of wetland impacts has been defined by the CEQ to include: avoiding impacts 10 (to wetlands), minimizing impacts, rectifying impacts, reducing impacts over time and compensating for impacts (40 CFR 1508.20). Each of these three aspects (avoidance. minimization and compensatory mitigation) must be considered sequentially. 4.1.4 Avoidance Avoidance mitigation examines all appropriate and practicable possibilities of averting impacts to Waters of the United States. According to a 1990 Memorandum of Agreement (MOA) between the Environmental Protection Agency (EPA) and the COE, in determining "appropriate and practicable" measures to offset unavoidable impacts, such measures should be appropriate to the scope and degree of those impacts and practicable in terms of cost, existing technology and logistics in light of overall project purposes. 4.1.5 Minimization Minimization includes the examination of appropriate and practicable steps to reduce the adverse impacts to Waters of the United States. Implementation of these steps will be required through project modifications and permit conditions. Minimization typically focuses on decreasing the.footprint of the proposed project through the reduction of median widths, ROW widths, fill slopes and/or road shoulder widths. Other practical mechanisms to minimize impacts to Waters of the United States crossed by the proposed project include: strict enforcement of sedimentation control BMP's for the protection of surface waters during the entire life of the project; reduction of clearing and grubbing activity; reduction/elimination of direct discharge into streams; reduction of runoff velocity; re-establishment of vegetation on exposed areas, judicious pesticide and herbicide usage; minimization of "in-stream" activity; and litter/debris control. 4.1.6 Compensatory Mitigation Compensatory mitigation is not normally considered until anticipated impacts to Waters of the United States have been avoided and minimized to the maximum extent possible. It is recognized that "no net loss of wetlands" functions and values may not be achieved in each and every permit action. Appropriate and practicable compensatory mitigation is required for unavoidable adverse impacts which remain after all appropriate and practicable minimization has been required. Compensatory actions often include restoration, creation and enhancement of Water of the United States, specifically wetlands. Such actions should be undertaken in areas adjacent to or contiguous to the discharge site. Compensatory mitigation is required for those projects authorized under Nationwide Permits that result in the fill or alteration of: 11 • Mcre than 0.45 ha (1.0 ac) of wetlands; • And/or more than 45.7 m (150.0 linear ft) of streams. If a temporary onsite detour is used, compensatory mitigation may be required as a result of impacts to Brooks Swamp. Therefore, it is recommended that an offsite detour be used during project construction. Written approval of the final mitigation plan is required from the DWQ prior to the issuance of a 401 Certification. Final permit/mitigation decisions rest with the COE and DWQ. Impacts to both jurisdictional surface waters and jurisdictional wetlands are anticipated from the proposed project. As a result, construction activities will require permits and certifications from various regulatory agencies in charge of protecting tf,e water quality of public waters resources. 4.2 Rare and Protected Species Some populations of fauna and flora have been in, or are in, the process of decline either due to natural forces or their inability to coexist with human activities. Federal law (under the provisions of the Endangered Species Act of 1973, as amended) requires that any action, likely to adversely affect a species classified as federally-protected, be subject to review by the Fish and Wildlife Service(FWS). Other species may receive additional protection under separate state laws. 4.2.1 Federally Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of January 15, 1999, the U.S. Fish and Wildlife Service (FWS) lists one federally protected species for Wayne County; the red-cockaded woodpecker (Picoides borealis), which is listed as Endangered. The Endangered status means that a species is in danger of extinction throughout all or significant portion of its range. Picoides borealis (red-cockaded woodpecker) Endangered Animal Family: Picidae Date Listed: 10/13/70 The adult red-cockaded woodpecker (RCW) has a plumage that is entirely black and white except for small red streaks on the sides of the nape in the male. The back of the RCW is black and white with horizontal stripes. The breast and underside of -his 12 woodpecker are white with streaked flanks. The RCW has a large white cheek patch surrounded by the black cap, nape, and trroat. The RCW uses open old growth stands of southern pines, particularly longleaf pine (Pinus palustris), for foraging and nesting habitat. A forested stand must contain at least 50 percent pine, lack a thick understory, and be contiguous with other stands to be appropriate habitat for the RCW. These birds nest exclusively in trees that are greater than 60 years old and are contiguous with pine stands at least 30 years of age. The foraging range of the RCW is up to 200 hectares (500 acres). This acreage must be contiguous with suitable nesting sites. These woodpeckers nest exclusively in living pine trees and usually in trees that are infected with the fungus that causes red-heart disease. Cavities are located in colonies from 3.6-30.3 m (12.0-100.0 ft) above the ground and average 9.1- 15.7 m (30.0-50.0 ft) high. They can be identified by a large incrustation of running sap that surrounds the tree. The RCW lays its eggs in April, May, and June; the eggs hatch approximately 38 days later. BIOLOGICAL CONCLUSION NO EFFECT Suitable habitat in the form of trees that are ?6D years old and are contiguous with pine stands at least 30 years of age was not observed during the field survey. In addition, a review of NCNHP database on 31 March 1999 indicated that there is no known occurrence of the red-cockaded woodpecker within the project study area. Therefore, this project will not affect this species. 4.2.2 Federal Species of Concern and State Listed Species There are four Federal Species of Concern (FSC) listed for Wayne County. Federal Species of Concern are not afforded federal protection under the ESA and are not subject to any of its provisions, including Section 7, until they are formally proposed or listed as Threatened or Endangered. Federal Species of Concern are defined as those species which may or may not be listed in the future. These species were formally candidate species, or species under consideration for listing for which there was insufficient information to support a listing of Endangered, Threatened, Proposed Endangered and Proposed Threatened. Organisms which are listed as Endangered (E), Threatened (T), Significantly Rare (SR) or Special Concern (SC) by the North Carolina Natural Heritage Program (NCNHP) list of rare plant and animal species are afforded state protection under the State Endangered Species Act and the North Carolina Plant Protection and Conservation Act of 1979. However the level of protection given to state listed species does not apply to NCDOT activities. 13 f1 Table 3 lists Federal Species of Concern and State listed species as of 15 January 1999, the species state status and the existence of suitable habitat for each species in the study area. This species list is provided for information purposes as the status of these species may be upgraded in the future. Table 3. Federal Species of Concern for Wavne Countv. Scientific Name Common Name Habitat Status Corynorhinus rafinesquii Rafinesque's big-eared bat N SC* Heterodon simus Southern hognose snake N SR* Fusconaia masoni Atlantic pigtoe Y T Litsea aestivalis Pondspice Y C Note: 'T" denotes Threatened (a species that is likely to become endangered within the foreseeable future throughout all or a significant portion of its range, or one that is designated as a threatened species pursuant to the Endangered Species Act). "C" denotes Candidate (a species which is very rare in North Carolina, generally with 1-20 populations in the state, generally substantially reduced in numbers by habitat destruction. If these species are relocated in the state, or if present land use trends continue, they are likely to be listed as Endangered or Threatened). "SR" denotes Significantly Rare (a species which has not been listed by the N.C. Wildlife Resources Commission as an Endangered, Threatened, or Special Concern species, but which exists in the state in small numbers and has been determined by the N.C. Natural Heritage Program to need monitoring). "SC" denotes Special Concern (a species that requires monitoring but which may be taken under regulations). The listing for this county is an obscure record because the date and / or location of observation is uncertain. Surveys for these species were not conducted during the site visit. A review of the N.C. Natural Heritage Program database of the rare species and unique habitats on March 31, 1999 did not reveal any records of North Carolina rare and/or protected species in or near the project study area. 14 5.0 REFERENCES Amoroso, J.L. 1997. Natural Heritage Program list of the rare plant species of North Carolina. North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDEHNR. Fish, F.F. 1969. A Catalog of the Inland Fishing Waters of North Carolina. North Carolina Wildlife Resources Commission. The Graphic Press, Inc. LeGrand, Jr., H.E. and S.P, Hall. 1997. Natural Heritage Program list of the rare animal species of North Carolina. North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDEHNR. Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison III. 1980. Amphibians and Reptiles of the Carolinas and Virginia. Chapel Hill, The University of North Carolina Press. NCDEHNR-DEM. 1988. Benthic Macroinvertebrate Ambient Network (BMAN) Water Quality Review 1983-1986. North Carolina Department of Environment and Natural Resources, The Division of Water Quality, Water Quality Section, Wetlands Water Quality Certification; undated Internet site; (http://h2o.enr.state.nc.us/wetlandc html). NRCS. 1974. Soil Survey of Wayne County, North Carolina. Natural Resources Conservation Service, US Department of Agriculture. Pennak, R.W. 1989. Fresh-water Invertebrates of the United States, 3rd ed. John Wiley and Sons, Inc. Potter, E.F., J.F. Parnell and R.P. Teulings. 1980. Birds of the Carolinas. Chapel Hill, The University of North Carolina Press. Radford, A.E., H.E. Ahles and G.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. Chapel Hill, The University of North Carolina Press. Rohde, F.C., R.G. Arndt, D.G. Lindquist, and J.F. Parnell. 1994. Freshwater Fishes of the Carolinas, Virginia, Maryland, and Delaware. The University of North Carolina Press, Chapel Hill and London. 15 Schafale, M.P. and A.S. Weakley. 1990. Classification cf the Nat,-7-al Cor- unities of North Carolina. Third Approximation. Nortl- Carolina Natural Heritalge Prog,-am, Division of Parks and Recreation. NCDEHNR. U.S. Fish and Wildlife Service. 1997. Endangered, Threatened, and Candidate Species and Federal Species of Concern in North Carolina Webster, W.D., J.F. Parnell and W.C. Biggs, Jr. 1985. Mammals cf the Carolinas, Virginia, and Maryland. Chapel Hill, The University of North Carolina Press. Chapel Hill and London. 16