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HomeMy WebLinkAbout20111063 Ver 1_Application_20111207 R � � .�""° O�� a � � �. 0 /,�����/� � � �1 �'`�' � C • � �. ��� � �'�ao�yN�sT�Ra �p�, ,/ STATE OF NORTH CAROLINA o,p Uq�� �� DEPARTN�NT OF TRANSPORTATION ��TF'�a,�,,,� 3 y � � BEVERLY EAVES PERDUE EUGENE A CONTI 7R � GOVERNOR SECRETARY � � � November 17 2011 U S Army Corps of Engineers �� Regulatory Field Office � 151 Patton Avenue � � � � � v Asheville,NC 28801 ,� � � � � ATTN Mr Lori Beckwith � NCDOT Coordinator � Sub�ect Apphcation for Sechon 404 Nationwide Perrruts 23 and 33 for the � proposed replacement of Bndge No 107 over the Tuckasegee River on SR � 1797 in Jackson County Federal Aid Pro�ect No BRZ 1731(6), Division 14 TIP No B 3861, WBS 33308 1 1 � Dear Ms Beckwrth The North Carolma Department of Transportation (NCDOT) proposes to replace Bndge No 107, a 144 foot single span bndge over the Tuckasegee River on Wayehutta Road (SR 1731), with a 157 foot long three span bndge The new bndge will be located on the exishng alignment Traffic will use a temporary detour bndge dunng construchon There will be 60 ft2 of permanent stream impacts from bndge bents, 0 12 acre of temporary impacts from temporary work pads 20 ft2 of temporary impacts from a temporary on site detour bndge and 10 ft2 of temporary impacts from a temporary work bndge Comments from the North Carohna Wildlife Resources Commission (NCWRC) will be required pnor to authonzation by the Corps of Engineers By copy of this letter and attachment, NCDOT hereby requests NCWRC review NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT wrthm 30 calendar days of receipt of this apphcation Please see enclosed copies of the Pre Construction Notification (PCN) Form, stormwater management plan, permit drawmgs and design plans The Categoncal Exclusion (CE) was completed on May 11, 2011 Documents were distnbuted shortly thereafter Additional copies are available upon request MAILING ADDRESS TELEPHONE 919 707 5100 LOCATION NC DEPARTMENT OF TRANSPORTATION FAX J19 212 5785 'I OZO BIRCH RIDGE DRIVE PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS RALEIGH NC 27F)1 O 'I598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG R4�EIGH NC 27699 1598 This pro�ect calls for a letting date of July 17 2012 and a review date of May 29 2012, however the let date may advance as additional funding becomes available If you have any questions or need addrtional mformation, please call Brett Feulner at (919) 707 6116 A copy of tlus permrt application and distnbution list will be posted on the NCDOT Website at http //www ncdot org/doh/preconstructlpe/neu/permit html Smcerely �� �Gregory J Thorpe, Ph D , Branch Manager Pro�ect Development and Environmental Analysis Branch Cc NCDOT Permrt Application Standard Distnbution List 2 �OF wqTE9Q Office Use Only � � o � Corps act�on ID no � , , � > � DWQ pro�ect no ° �` Form Version 1 3 Dec 10 2008 Pre-Construction Notification (PCN) Form A Applicant Information 1 Processing 1 a Type(s)of approval sought from the Corps � Section 404 Permit ❑ Section 10 Permit 1 b Speafy Nationwide Permit(NWP) number 23&33 or General Permit(GP)number 1 c Has the NWP or GP number been venfied by the Corps� ❑Yes � No 1 d Type(s)of approval sought from the DWQ (check all that apply) � 401 Water Qualiry Certification—Regular ❑ Non-404 Junsdictionai General Permit ❑ 401 Water Quality Certification—Express ❑ Ripanan Buffer Authonzation 1 e Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit because wntten approval is not required� Certification � Yes ❑ No ❑Yes � No 1f Is payment into a m�tigation bank or in lieu fee program proposed for mitigation �Yes � No of impacts� If so attach the acceptance letter from mitigation bank or in lieu fee program 1 g Is the pro�ect located in any of NC s twenty coastal counties If yes answer 1 h ❑Yes � No below 1 h Is the pro�ect located withm a NC DCM Area of Environmental Concern (AEC)� ❑Yes � No 2 Pro�ect Information 2a Name of pro�ect Replacement of Bndge no 107 on SR 1731 over Tuckasegee River 2b Counry Jackson 2c Nearest municipality/town Cullowhee 2d Subdivision name not app/�cab/e 2e NCDOT only T I P or state g 3861 pro�ect no 3 Owner Information 3a Name(s)on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No not applicable 3c Responsible Party(for LLC if not applicable applicable) 3d Street address 1598 Mail Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919)707 6000 3g Fax no (919)212 5785 3h Email address bmfeulner@ncdot gov 1 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not app/icable 4c Business name (if applicable) 4d Street address 4e City state zip 4f Telephone no 4g Fax no 4h Email address 5 AgentlConsultant information (if applicable) 5a Name not appl�cable 5b Business name (if applicable) 5c Street address 5d City state zip 5e Telephone no 5f Fax no 5g Email address 2 B Pro�ect Information and Prior Pro�ect History 1 Property Identification 1 a Property identification no (tax PIN or parcel ID) not applicable 1 b Site coordinates(in decimal degrees) Latitude 35 31222 Longitude 81 165463 (DD DDDDDD) ( DD DDDDDD) 1 c Property size 2 acres 2 Surface Waters 2a Name of nearest body of water(stream nver etc )to proposed pro�ect Tuckasegee River 2b Water Quality Classification of nearest receiving water WS III B Tr 2c River basin Little Tennessee 3 Pro�ect Descript�on 3a Descnbe the existing conditions on the site and the general land use in the wcinity of the pro�ect at the time of this apphcation Traffic currently uses a steel truss fracture cntical two lane bndge with a roadway width of 20 feet The land use surrounding the proposed bndge replacement is rural in nature and consists of residential forestland and agncultural land 3b List the total estimated acreage of all existing wetlands on the property 0 3c List the total estimated linear feet of all existing streams(intermittent and perenniai)on the property 150 3d Explain the purpose of the proposed pro�ect To replace a structurally deficient and fracture cntical structure that is approaching the end of its useful life 3e Describe the overall pro�ect in detail including the type of equipment to be used The pro�ect involves replacing a single span 144 foot long 20 foot wide steel truss bndge with a three span 157 foot long 33 foot wide bndge Traffic will use an onsite detour dunng construction Construction will reqwre the use of work pads and a work bndge for construction of the new bndge and removal of the old bndge 4 Jur�sdictional Determinations 4a Have�unsdictional wetland or stream determinations by the Corps or State been requested or obtained fo�r this property/ �Yes � No ❑ Unknown pro�ect(including all prior phases)in the past Comments 4b If the Corps made the�unsdictional determination what type � Prelim�nary ❑ Final of determination was made� 4c If yes who delineated the�unsdictional areas� Agency/Consultant Company Name(if known) NCDOT Other 4d if yes list the dates of the Corps�unsdictional determinations or State determinations and attach documentation 5 Pro�ect History 5a Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this pro�ect(including all pnor phases) in the past� 5b if yes explain in detail according to help file instructions 6 Future Pro�ect Plans 6a Is this a phased pro�ect� ❑ Yes � No 6b If yes explain 3 C Proposed Impacts Inventory 1 impacts Summary 1 a Which sections were completed below for your pro�ect(check all that apply) ❑Wetlands � Streams tnbutanes ❑ Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of Junsdiction number- Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent(P)or (if known) DWQ-non-404 other) (acres) Tem ora T Site 1 ❑ P�T ❑Yes ❑ Corps ❑ No ❑ DWQ Site 2 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3 ❑ P ❑T ❑Yes ❑ Corps ❑ No ❑ DWQ Site 4 ❑ P ❑T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5 ❑ P�T ❑Yes ❑ Corps ❑ No ❑ DWQ Site 6 ❑ P ❑T ❑Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 0 Permanent 0 Temporary 2h Comments 3 Stream Impacts If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perenrnal Type of Average Impact length number (PER)or �urisdiction stream (linear feet} Permanent(P)or mtermittent (Corps 404 10 width Temporary(T) (INT)� DWQ-non-404 (feet) other) Site 1 ❑ P�T Temporary Fill Tuckasegee River � PER � Corps g� ❑ INT ❑ DWQ 0 12 acre Site 2 � P ❑T Fill Tuckasegee River � PER � Corps 90 60 square feet ❑ INT ❑ DWQ (0 001 acre) Site 3 ❑ P � T Fill Tuckasegee River � PER � Corps 90 20 square feet ❑ INT ❑ DWQ (0 0005 acre) Site 4 ❑ P �T Fill Tuckasegee River � PER � Corps 90 10 square feet ❑ INT ❑ DWQ (0 0002 acre) Site 5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts Perm o 001 acre Temp -0 12 acre 3i Comments Replacement bridge bents are composed of two intenor bents with 3 36 dnlled piers in the Tuckasegee River 4 4 Open Water Impacts If there are proposed impacts to lakes ponds estuanes tnbutanes sounds the Atlantic Ocean or any other open water of the U S then individuall list all o en water im acts below 4a 4b 4c 4d 4e Open water Name of impact number— waterbody Type of impact Waterbody type Area of impact(acres) Permanent(P)or (if applicable) Tem ora T 01 ❑ P❑T 02 ❑ P�T 03 ❑ P� T 04 ❑ PQT 4f Total open water impacts X Permanent X Temporary 4g Comments 5 Pond or Lake Construction If ond or lake construction ro osed then com lete the chart below 5a 5b 5c 5d 5e Wetland Impacts(acres) Stream Impacts(feet) Upland (acres) Pond ID Proposed use or number purpose of pond Flooded Filled Exeavat Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required� ❑ Yes ❑ No If yes permit ID no 5i Expected pond surface area(acres) 5� Size of pond watershed (acres) 5k Method of construction 5 i 6 Buffer Impacts (for DWQ) If pro�ect will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts below If any im acts re uire mitigation then ou MUST fdl out Section D of this form 6a ❑ Neuse ❑Tar Pamlico ❑ Other Pro�ect is in which protected basin� ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number— Reason for impact Buffer Zone 1 impact Zone 2 �mpact Permanent(P)or Stream name mitigation (square feet) (square feet) Tem ora T re wred� 61 ❑ P ❑ T ❑ Yes ❑ No B2 ❑ P�T ❑ Yes ❑ No B3 ❑ P ❑ T ❑Yes ❑ No 6h Total buffer impacts 6i Comments 6 D Impact Justification and Mitigation 1 Avoidance and Minimization 1 a Specifically descnbe measures taken to avoid or mmimize the proposed impacts in designing pro�ect No deck drains wdl discharge into the Tuckasegee River Design Standards for Sensitive Watersheds The new bndge elevation will be raised approximately 1 foot to prevent any changes to upstream flood potential 1 b Specifically descnbe measures taken to avoid or mirnmize the proposed impacts through construction techniques Best Management Practices will be followed dunng construction Construction will be phased such that no more than half of the channel will be blocked by the work pads A moratonum for in stream construction dunng the trout spawning penod of October 15 to Apnl 15 will be implemented 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the proJect require Compensatory Mitigation for ❑Yes � No impacts to Waters of the U S or Waters of the State� If no explain The only permanent impacts that occur are from bnd e bents All other im acts are tem ora 2b If yes mitigation is required by(check all that apply) ❑ DWQ ❑ Corps ❑ Mitigation bank 2c If yes which mitigation option wdl be used for this pro�ect� ❑ Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank not applicable 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments 4 Complete if Making a Payment to In lieu Fee Program 4a Approval letter from in lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation stream temperature ❑warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) 0 square feet 4e Ripanan wetland mitigation requested 0 acres 4f Non npanan wetland mitigation requested 0 acres 4g Coastal (tidal)wetland mitigation requested 0 acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan 7 � 6 Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ 6a Will the pro�ect result in an impact within a protected ripanan buffer that requires ❑Yes � No buffer mitigation� 6b If yes then identify the square feet of impact to each zone of the npanan buffer that reqwres mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to pnvate mitigation bank permittee responsible npanan buffer restoration payment into an approved in lieu fee fund) 6h Comments 8 E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1 a Does the pro�ect include or is it ad�acent to protected ripanan buffers identified ❑ Yes � No within one of the NC Ripanan Buffer Protection Rules? 1 b If yes then is a diffuse flow plan included� If no explain why ❑ Yes ❑ No Comments NA 2 Stormwater Mana ement Plan 2a What is the overall percent imperviousness of this pro�ect� N/A 2b Does this pro�ect reqwre a Stormwater Management Plan� �Yes ❑ No 2c If this pro�ect DOES NOT require a Stormwater Management Plan explain why 2d if this pro�ect DOES reqwre a Stormwater Management Plan then provide a bnef narrative description of the plan See attached ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan� ❑ DWQ Stormwater Program � DWQ 401 Unit 3 Certified Local Government Stormwater Rev�ew 3a In which local government s�unsdiction is this pro�ect� not applicable ❑ Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW apply(check all that apply) ❑ USMP ❑Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑ No attached� 4 DWQ Stormwater Program Review ❑ Coasta► counties 4a Which of the following state implemented stormwater management programs apply ❑ HQW (check all that apply) ❑ ORW ❑ Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been attached� ❑ Yes ❑ No 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropnate requirements� ❑ Yes ❑ No NA 5b Have all of the 401 Unit submittal requirements been met� ❑ Yes ❑ No NA 9 , F Supplementary Information 1 Environmental Documentation (DWQ Requirement) 1 a Does the pro�ect involve an expenditure of public(federal/state/local)funds or the � Yes ❑ No use of public(federal/state) land� 1 b If you answered yes to the above does the pro�ect require preparation of an environmental document pu suant to the requirements of the National or State �Yes ❑ No (North Carolina)Environmental Policy Act(NEPA/SEPA)� 1 c If you answered yes to the above has the document review been finalized by the State Cleanng House� (If so attach a copy of the NEPA or SEPA final approval letter) � Yes ❑ No Comments 2 Violations(DWQ Requirement) 2a Is the site m violation of DWQ Wetland Rules(15A NCAC 2H 0500) Isolated Wetland Rules(15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑Yes � No or Ripanan Buffer Rules(15A NCAC 2B 0200)� 2b Is this an after the fact permit application� ❑ Yes � No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative impacts(DWQ Requirement) 3a Will th�s pro�ect(based on past and reasonably antiapated future impacts) result in ❑ Yes addit�onal development which could impact nearby downstream water quality� � No 3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered no provide a short narrative descnption Due to the minimal transportation impacts resulting from this bndge replacement this pro�ect will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect and cumulative effects study will not be necessary 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge)of wastewater generated from the proposed pro�ect or available capacity of the sub�ect facility not applicable 10 5 Endangered Species and Designated Critical Habitat(Corps Requirement) 5a Will this pro�ect occur in or near an area with federally protected species or � Yes ❑ No habitat� 5b Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No impacts� ❑ Raleigh 5c If yes indicate the USFWS Field Office you have contacted � Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Cntical Habitat� USFWS web page of T&E species for Jackson County NHP database of elemental occurrences Surveys have been conducted for all species known to occur in Jackson County for the CE All species onginally received a Biological Conclusion of No Effect in the CE Following the completion of the CE the USFWS requested that the NCDOT change the biological conclusion for the Appalachian elktoe to May affect not likely to adversely affect A concurrence request (attached)has been sent to USFWS service and concurrence is pending 6 Essential Fish Habitat(Corps Requirement) 6a Wdl this pro�ect occur in or near an area designated as essential fish hab�tat� ❑ Yes � No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat� NMFS County Index 7 Historic or Prehistoric Cultural Resources(Corps Reqwrement) 7a Will this pro�ect occur in or near an area that the state federal or tnbal governments have designated as having histonc or cultural preservation �Yes ❑ No status(e g National Historic Trust designation or properties significant in North Carolina history and archaeology)� 7b What data sources did you use to determine whether your site would impact histonc or archeological resources� MOA between NCDOT and SHPO dated October 8 2001 8 Flood Zone Designation (Corps Requirement) 8a Wdl this pro�ect occur in a FEMA designated 100 year floodplain� � Yes ❑ No 8b If yes explain how pro�ect meets FEMA requirements By building the new bndge in the same location as the old bridge and raising the elevation no impacts are expected to occur to upstream flooding 8c What source(s)did you use to make the floodplain determination� NCDOT Hydraulics Unit Coordination w/ FEMA � !� Dr Gregory J Thorpe, Ph D � 11/�/2011 Applicant/Agents Pnnted Name Applicant/A nts Signature Date (Agent s signature is valid only if an authonzation letter from the applicant is prowded I 11 � � � �� N � m� � � � U t �� �� � v m � L o `o_ m ,� ,� e.� 3 � � � � � � � � w � rn � - O � � y L d m � U7 L � � � � � � � N �' ..� �� 0 Y O � C d � 7 � �� �� n O f- � 5 � � L C C1 N �- � Q � � p � ..�.. � � � �`� �1 m � a � �� �" C O L �YF � � a� � � � 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N }' � � p�j > O d � C C N °�' N fD -6 F'�� f9 �p N � � E �") C C d .a I6 3 � �' � � c9 N 01 f- (O y ~ � � � °� � N � �i N p� � � V t/l a0 Y d d f/� ��i. fD C in �` C U U p M U *+' Of 'O O O ��}��', � � X ��.' � � N � tq Ul (n � J Q' d C C x�-,� � N W � CO N � "a N � � d l0 E � �� � � v a W �.� ��� ,�`o o s� �� c � r '�a c �� � � `° .� Q �� � a � � :j m .J H � d L C �. C b��`°� GUf r �'�' O p C�i iE O � 1�' O w+ O � y ¢ ,...� d � � � (,) � +,,, w+ i+ C i+ a x `� .� � C C N c.t � � a� � '.,`' � p O C� +' � t4 � N � h C 01 �j � � � y a. E � a y d � N � U y a � d u > > � f. w. c c c � ��, e c d � y � � y � w K � N c � � � N a = � �✓f o i �a U c�' � a' ti c � `� ~ H -i E "- ~ O � m m w � 5''� a c y � c�a y � d � m � c m ° � o �� c c s U d F- F- � o ��� � � m H � N � ; m � � �'� c ❑ U .n V ��� 0 0 v c °' U ✓ ? 3 .� ce U, N y ..� � o � a d a� c � � Q m vmi i° .J,. � L _ v O [� ` fA � � � z� � � C � � � � � v q � c .-+,{ ¢ 0f � C � R � � `p d 'O d � �° C1 � +' O` Cf S. V � � 07 6> � p 7 d E 0 t M �"' � t0 � �,�''� N Of N � C >qw-z,«� N N � d � C � O � � V ++ p a�+ O C 7 C7 > X 7 07 Of > � w' C� aUC� � az Or� v� U Q m ❑ awrnc� o ¢ a � aC9 �S„^�°,�. �' '� � � � � e�� STATE OF NORTH CAROLINA DEPAR'T1V�NT OF TRANSPORTATTON BEVERLY EAVES PERDUE EUGENE A CONTI JR GOVERNOR SECRETARY November 18 2011 Mr Brian Cole Ecological Services Supervisor US Fish and Wildlife Service 160 Zillicoa Street Asheville NC 28801 SUBJECT Section 7 Concurrence Request for the proposed replacement of Bridge No 107 over Tuckasegee River on SR 1797 (Wayehutta Road) m Jackson County Federal Pro�ect No BRZ 1731(6) WBS Element 33308 1 1 Division 14 T I P No B 3861 Dear Mr Cole The purpose of this letter is to provide updated pro�ect design information and to request concurrence from the U S Fish and Wildlife Service (USFWS) pursuant to Section 7 of the Endangered Species Act as amended (16 U S C 1531 et seq ) (ESA) Please see the enclosed vicimty map Appalachian elktoe survey memo and permrt drawings The North Carolina Department of Transportahon (NCDOT) proposes tcs replace Bndge No 107 a 144-foot single span bridge over the Tuckasegee River on Wayehutta Road (SR 1731) with a 157 foot long three span bridge The new structure will be located on the existing alignment The replacement structure will require two interior bents in the Tuckasegee River that will be composed of 3 36 dnlled piers for a total of 60 ftz of permanent impacts Wayehutta Road is a dead end road therefore an offsite detour is not feasible Traffic will use a temporary detour structure downstream of the existing structure during construction Impacts from the temporary detour structure will total 20 ft2 of temporary impacts in the Tuckasegee River Temporary rock causeways and a temporary work bridge will be required for the removal of the existmg structure and the construction of the proposed structure The work bndge will total 10 ft2 of temporary impacts in the Tuckasegee Rtver The temporary work pads will total 0 12 acre of temporary impacts in the Tuckasegee River Plants and animals wrth 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 September 22 2010 the MAILING ADDRESS TELEPHONE 919 717 6100 LOCATION NC DEPARTMENT OF TRANSPORTATION FAX 919 212 5785 PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE 1598�/IAIL SERVICE CENTER RALEIGH NC 27610-4328 RnLEiGH NC 27699 1548 WEBSlTE WWW DOH DOT STATE NC US � 1 USFWS lists six federally protected species and one species listed as threatened due to similanty of appearance for Jackson County (Table 1) A biological conclusion for the bog turtle is not required because rt is listed as threatened due to similarrty of appearance However there is no suitable habrtat present wrthin the pro�ect area for the bog turtle Table 1 Federally Protected S ecies for Jackson County '� � ��� � `��.� �� "-� ���, � ` Habrtat Biological� ,��� r�"�Common Narne � Scientif c Name ��� Status E °��g � � ��, �� � ,�� � �&� �f ��Present Conclusion Bo turtle Clemm s muhlenber ii T(S/A) No Not Re uired Carolina northern flymg Glaucomys sabrinus coloratus E No No Effect s uirrel Indiana bat M otis sodalis E No No Effect A alachian elktoe Alasmidonta raveneliana E No MANLTAA Small whorled o oma Isotria medeoloides T No No Effect Swam ink Heloraas bullata T No No Effect Rock ome lichen G mnoderma Irneare E No No Effect T(S/A)—Threatened due to sun�lanty of appearance E Endangered T Threatened MANLTAA—May Affect Not Likely to Adversely Affect There is no habrtat present v�nthin the construction limrts of this pro�ect for Carolina northern flying squirrel, Indiana bat small whorled pogoma swamp pink or rock gnome lichen Therefore a Biological Conclusion of No Effect was rendered for these five species The Appalacluan elktoe occurs m two river basins m NC the Little Tennessee and French Broad River basms The Tuckasegee River is located wrtlun the Little Tennessee River Basm Appalacluan elktoe mussel populations typically occur in coarse sandy and gravelly substrates often mixed with cobble and boulders as well as in cracks of bedrock and in relatively silt free areas with moderate flow A review of the NC Natural Hentage Program database (December 2010) mdicated that there are no known occurrences of the federally protected Appalachian elktoe witlun the pro�ect study area Possible effects to the downstream cntical habitat for the Appalachian elktoe include construction runoff sedimentation fuel/ fluid spills and road runoff pollutants The pro�ect has been designed to mimmize possible effects to the downstream critical habrtat Design Standards for Sensrtive Watersheds will be implemented to reduce construction runoff from reachmg the occupied habrtat Addrtionally the NCDOT s Best Management Practices for the protection of surface waters will be followed to minimize impacts to the cntical habrtat Construction will be phased such that no more than half of the channel will be blocked by the work pads Construction equipment will be inspected daily to mirumize the risk of accidental contamination of the waterway due to leaks NCDOT Division 14 anticipates that the removal of the old bridge can be completed wrthout droppmg components mto the Tuckasegee River If deemed necessary by the Division measures to catch dropping debns including the use of netting or tarps to catch falling debris, will be implemented NCDOT believes that the above mentioned mirumization measures will reduce the possible effects to the Appalachian elktoe to a discountable level Therefore the NCDOT concludes that the proposed proJect will have a biological conclusion of May Affect, Not Likely to Adversely Affect for the Appalachian elktoe We believe that the requirements of Section 7(a)(2) of the ESA have been satisfied and hereby request your concurrence If you have any questions please contact Brett Feulner at bmfeulner(a�ncdot o�v or (919) 707 6116 Smcere � �< < �✓ Gregory J Thorpe, Ph D Manager Pro�ect Development and Environmental Analysis Cc w/out any attachments Ms Lori Beckwrth USACE Natalie Lockhart PDEA Pro�ect Development Engmeer Logan Williams NCDOT Natural Environment Umt File B 3861 � .���,�. �, -� � � e�� STATE OF NORTH CAROLINA DEPARTMENT OF'TRANSPORTATION BEVERLY EAVES PERDUE EUGENE A CONTI JR GOVERNOR SECRETARY August 8, 2011 Memorandum to Brett Feulner, Environmental Specialist Natural Environment Unit Pro�ect Management Group From J Michael Sanderson, Env�ronmental Speciahst Natural Env�ronment Umt Biological Surveys Group Sub�ect Protected species Biological Conclusion update for the Appalacluan elktoe(Alasmadonta ravenelaana) for the proposed replacement of Bndge 107 on SR 1731 over Tuckasegee River Jackson County, TIP Pro�ect#B 3861 Tlus letter is being submitted as a result of the request by Jason Mays of the U S Fish and Wildlife Service(USFWS)to change the Biological Conclusion for Appalacluan elktoe (Alasmadonta ravenelzana) for the referenced pro�ect from No Effect to May Affect,Not Likely To Adversely Affect The North Carolina Department of Transportation proposes to replace Bndge 107 on SR 1731 over the Tuckasegee River(subbasin 040402) m Jackson County The Tuckasegee River is located in the Little Tennessee River basm(HUC 0601020301) The federally endangered Appalacluan elktoe is listed by the U S Fish and Wildlife Service for Jackson County Appalacluan elktoe mussel populations typically occur m coarse sandy and gravelly substrates often mixed with cobble and boulders as well as m cracks of bedrock and in relatively silt free areas with moderate flow The Appalacluan elktoe occurs m two nver basins m NC the Little Tennessee and French Broad River basins A review of the NC Natural Hentage Program database(December 2010 and August 2011) indicated that there are no known occurrences of the federally protected Appalacluan elktoe witlun the pro�ect study area Furthermore,mussel surveys were conducted at the pro�ect site B 3861, on 8/17/04 and 1 6 miles upstream(5/22/02) and 2 miles upstream of the pro�ect srte(8/17/04) and no Appalachian elktoe were found In correspondence with Steve Fraley of the North Carolina Wildlife Resources Comrrussion he states Cold hypolimnetic releases and a flow regime that follows pealcing power production comprorruses habitat for Appalacluan elktoe in tlus stretch of the Tuckasegee Personal commurucation with Bryan Tompkuis USFWS to K M Lynch on December 14, 2010 indicated that the closest known population of Appalacluan elktoe to tlus pro�ect is appro�mately 4 6 nver rrules downstream m the Tuckasegee River The dam wluch creates a physical barner to movement is located 0 7 rrules downstream of the pro�ect Cntical Habitat for the Appalacluan elktoe starts below the dam at SR 1002 The pro�ect plaruung engineer has stated that the bndge will have dnlled piers Due to the fact that NCDWQ and NCWRC have classified the Tuckasegee R.iver as trout waters, the MAILIN AUDRESS TELEPHONE 919-431 ZOOO LOCATION NC DEPARTMENT OF TRANSPORTATION FAX 919-431 2001 PROJECT DEVELOPMEN7& NATURAL EM/IRONMENT UNIT ENVIRONMENTAL ANALYSIS BRANCH 15JB MAIL SERV CE CENTER WEBSITE WWW NCDOT ORG ENVIRON ENTAL RESOURCE CENTER Rr�EicH NC 27699-1598 4701 116 ATUrd7 c AvE uE RuEIGH NC 27604 sedimentation and erosion control measures shall adhere to the Design Standards in Sensitive Watersheds and there is a moratonum prolubrting in stream work and land disturbance witYun the 25 foot trout buffer from October 15 to Apnl 15 to protect the egg and fiy stages of trout Although there is s dam creating a physical bamer between downstream populations of Appalacluan elktoe the biological conclusion for Appalacluan elktoe is May Affect-Not Likely to Adversely Affect Tlus biological conclusion was requested by the US Fish and Wildlife Service because of the construction method of clnlled piers and the remote possibility of sedunentation which could be detnmental to downstream populations of mussels Design Standards m Sensitive Watersheds(descnbed below) will be implemented for tlus pro�ect m order to muumize the possibility of increased sedunentation caused by tlus pro�ect NCDOT DESIGN STANDARDS IN SENSITIVE WATERSHEDS The Department of Transportation will adhere to the following guidelines when operatmg wrtlun sensitive watersheds A Erosion and sedunentahon control measures structures and devices wrthui a sensrtive watershed shall be so planned designed and constructed to provide protection from the runoff of the 25 year storm wluch produces the maximum peak rate of runoff as calculated according to procedures in the Erosion and Sediment Control Planxung and Design Manual or accordmg to procedures adopted by the North Carolma Department of Transportation B Sedunent basins witlun sensrtive watershed shall be designed and constructed such that the basin will have a settling efficiency of at least 70 percent for the 40 micron(0 04mm) size soil particle transported mto the basin by the runoff of the two year storm wluch produces the maximum peak rate of runoff as calculated accordmg to procedures m the Erosion and Sedunent Control Planrung and Design Manual or accordmg to procedures adopted by the North Carolma Deparhnent of Transportation C Erosion and sedunentation control measures will include the use of flocculants in appropnate areas to improve the settling of sedunent particles and reduce turbidity levels in construction runoff The use of flocculants will conform to Division of Water Quality approved product list D Newly constructed open channels in sensitive watersheds shall be designed and constructed with side slopes no steeper than two honzontal to one vertical if a vegetative cover is used for stabilization unless soil condrtions pernut a steeper slope or where the slopes are stabihzed by usmg mecharucal devices structural devices or other acceptable ditch lmers In any event the angle for side slopes shall be sufficient to restrain accelerated erosion E Provide ground cover sufficient to restram erosion must be provided for any portion of a land disturbmg activity m a sensrtive watershed wrtlun 14 calendar days followmg complehon of construction or development cc Jason Mays USFWS Asheville Office Natalie Lockhart PDEA Bndge Group sedunentation and erosion control measures shall adhere to the Design Standards m Sensrtive Watersheds and there is a moratonum prolubrtmg m stream work and land disturbance witlun the 25 foot trout buffer from October 15 to Apnl 15 to protect the egg and fry stages of trout Although there is s dam creating a physical bamer between downstream populations of Appalacluan elktoe the biological conclusion for Appalacluan elktoe is May Affect-Not Likely to Adversely Affect Tlus biological conclusion was requested by the US Fish and Wildlife Service because of the construchon method of dnlled piers and the remote possibility of sedimentation which could be detnmental to downstream populations of mussels Design Standards m Sensrtive Watersheds(descnbed below)will be implemented for this pro�ect in order to mimmize the possibihty of increased sedunentation caused by tlus pro�ect NCDOT DESIGN STANDARDS IN SENSITIVE WATERSHEDS The Department of Transportation will adhere to the followmg guidelmes when operatmg witlun sensitive watersheds A Erosion and sedimentation control measures structures and devices witYun a sensrtive watershed shall be so planned, designed and constructed to provide protection from the runoff of the 25 year storm wluch produces the maxunum peak rate of runoff as calculated according to procedures m the Erosion and Sedunent Control Planrung and Design Manual or accorduig to procedures adopted by the North Carolma Deparhnent of Transportation B Sediment basins wrthin sensitive watershed shall be designed and constructed such that the basin will have a settlmg efficiency of at least 70 percent for the 40 xmcron(0 04mm) size soil particle transported mto the basm by the runoff of the two year storm wluch produces the maxunum peak rate of runoff as calculated according to procedures in the Erosion and Sedunent Control Plannmg and Design Manual or according to procedures adopted by the North Carolina Department of Transportation C Erosion and sedunentation control measures will�nclude the use of flocculants m appropriate areas to improve the settling of sedunent particles and reduce turbidity levels in construction runoff The use of flocculants will conform to Division of Water Quality approved product list D Newly constructed open channels in sensrtive watersheds shall be designed and constructed with side slopes no steeper than two honzontal to one vertical if a vegetative cover is used for stabilization unless soil condrtions pernut a steeper slope or where the slopes are stabilized by using mechamcal devices structural devices or other acceptable drtch lmers In any event the angle for side slopes shall be sufficient to restram accelerated erosion E Provide ground cover sufficient to restram erosion must be provided for any portion of a land disturbing activity in a sensitive watershed wrtYun 14 calendar days following completion of construction or development cc Jason Mays USFWS Asheville Office Natahe Lockhart PDEA Bndge Group D � � � Z � D ° m - r � W N � z (� O � � � � (D (D N -� � � � � � � � t O � � � O � O O � p � _ � � � r � � � � � � � U n n n � --w � d (D O 0 (D '6 N Cn � � � < � � O � � � � C �G � � � � � � � � Q N O � 6 � � �6 _-' Q � Q � (,� '�l � (�� � � 7 � (D f!1 � N 7 7 C � O f/� N (/i � C 9 C� n � -n ('�D .�-' C � n p7 = � (D � Q � � � N �1'� � O � v, m � � � � � Z � � c�i m � � � .� � m `� � D � � � n � nm � r � n� � w n�i Z � �' � � 5 `. a� m '� cn a ITI � � n � � � —� n m � � � Q � � �' a � � � � � � � � � c cn N ? � � � CD � � o o � � � � � � � T rt � N N " � �� D o `� � � d m 6 � � �d � � � � � � D C' w � � `� v � � > > � z z m �, m co � � o o p o � � '� m � " o �.x .� .� � SxD z �� � � o°DO � 3m � � � J � > > � � � � y b � N (D cL] � � � O � ,._. � � � C� d N /� 0 ��p � C O �' z � � � J � J APPROVED JURISDICTIONAL DETERMINATION FORM U S Army Corps of Engmeers This form should be completed by followmg the mstruct�ons prov�ded m Sect�on IV of the JD Form Instruchonal Gmdebook SECTION I BACKGROUND INFORMATION A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD) B DISTRICT OFFICE FILE NAME AND NUMBER C PROJECT LOCATION AND BACKGROUND WFORMATION TIP# NCDOT State NC County/pansh/borough Haywood City Cullowhee Center coordmates of site(ladlong in degree dec�mal format) Lat 35 53 N Long 82 80 W Umversal Transverse Mercator Name of nearest waterbody RPWs Tuckasegee Rrver Name of nearest Traditional Navigable Water('TNW)lnto which the aquatic resource flows Little Tennesee R�ver Name of watershed or Hydrolog�c Umt Code(HUC) 06010203 � Check if map/diagram of review area and/or potential�unsdictional areas is/are available upon request � Check if other s�tes(e g offsite mitigat�on srtes disposal sites etc )are associated with this action and are recorded on a different JD form D REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLI� � Office(Desk)Determmation Date � Field Determmation Date(s) SECTION II SUMMARY OF FINDINGS A RHA SECTION 10 DETERMINATION OF NRISDICTION There�e navigable waters of the U S v�nthm Rivers and Harbors Act(RHA)�unsdiction(as defined by 33 CFR part 329)in the review area [Required] � Waters sub�ect to the ebb and flow of the hde {$ Waters are presently used or have been used m the past or may be suscept�ble for use to transport mterstate or foreign commerce Explam B CWA SECTION 404 DETERMINATION OF JURISDICTION There�.,�,e waters of the U S wrthm Clean Water Act(CWA)�unsdichon(as defined by 33 CFR part 328)m the review area [Required] 1 Waters of the U S a Indicate presence of waters of U S m review area(check all that apply) � �[ TNWs mcludmg temtonal seas Q Wetlands ad�acent to TNWs QQ Relat�vely permanent waters2(RPWs)that flow directly or mdirectly mto TNWs [� Non RPWs that flow directly or mdirectly mto TNWs Q Wetlands directly abuttmg RPWs that flow directly or mdirectly mto TNWs Q Wetlands ad�acent to but not directly abutring RPWs that flow directly or mduectly mto TNWs ❑ Wetlands ad�acent to non RPWs that flow directly or tndirectly mto TNWs Q Impoundments of�unsd�ctional waters Q Isolated(mterstate or intrastate)waters mcluding�solated wetlands b Identify(est�mate)s�ze of waters of the U S in the rev�ew area Non wetland waters 1001mear feet 80 feet width(ft)and/or acres Wetlands 0 acres c Limrts(boundar�es)of�urisd�ct�on based on �19$7�Deluieat�on Mauaa Elevat�on of establ�shed OHWM(if known) 2 Non regulated waters/wetlands(check if appl�cable) 3 Q Potenhally�unsd�ctional waters and/or wetlands were assessed wrthm the review area and determmed to be not�unsdichonal Explam 'Boxes checked below shall be supported by completmg the appropnate sectrons m Sect�on III below z For purposes of tlus form an RPW is defined as a tnbutary that is not a TNW and that typically flows year mund or has contmuous flow at least seasonally (e g typically 3 months) 'Supporhng documentahon is presented m Section III F SECTION III CWA ANALYSIS A TNWs AND WETLANDS ADJACENT TO TNWs The agencies w►ll assert,ur�sdict►on over TNWs and wetlands ad1acent to TNWs If the aquat�c resource is a TNW complete Sect�on III A 1 and Sect►on III D 1 only �f the aquat►c resource►s a wetland ad�acent to a TNW complete Sect�ons III A 1 and 2 and Section III D 1 otherwise see Sect�on III B below 1 TNW Identify TNW Tuckasegee Rrver Summanze rahonale supporhng determmahon None needed 2 Wetland ad�acent to TNW Summanze rationale supportmg conclusion that wetland is ad�acent B CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNV�AND ITS AD3ACENT WETLANDS(IF ANI� Th�s sect�on summar►zes informat�on regardmg c6aracter�stics of the tr►butary and rts ad�acent wetlands if any and it helps determine whether or not the standards for�ur►sd►ct�on establ►shed under Rapanoshave been met The agenc�es will assert,urisdut�on over non navigable tnbutaries of TNWs where the tributanes are relatively permanent waters (RPWs) i e tr►butar�es that typically flow year round or have contmuous flow at least seasonally(e g typically 3 months) A wetland that d►rectly abuts an RPW is also�urisdict�onal If the aquahc resource�s not a TNW but has year round (perenn►aO flow skip to Sect�on III D 2 If the aquat►c resource is a wetland d►rectly abuttmg a tr►butary w►th perenmal flow slcip to Sect�on III D 4 A wetland that is ad,acent to but that does not d►rectly abut an RPW reqmres a significant nexus evaluat►on Corps districts and EPA regions will mclude in the record any available�nformahon that documents the existence of a sigmficant nexus between a relatrvely permanent tributary that►s not perenn�al(and rts ad�acent wetlands►f any)and a trad�tional navigable water even though a significant nexus find�ng is not requ►red as a matter of law If the waterbody°is not an RPW or a wetland directly abuttmg an RPW a JD will reqmre addrt�onal data to determme if the waterbody has a sign►ficant nexus wrth a TNW If the tnbutary has ad�acent wetlands the sign�ficant nexus evaluation must cons►der the tributary in comb�nat�on with all of�ts ad�acent wetlands This sigmf►cant nexus evaluat�on that combines for analyhcal purposes the tr�butary and all of its ad�acent wetlands is used whether the review area�dentified in the JD request�s the tnbutary or�ts ad�acent wetlands or both If the JD covers a tr�butary with ad�acent wetlands complete Section III B 1 for the tributary Section III B 2 for any onsite wetlands and Sect�on III B 3 for all wetlands ad�aceat to that tributary both ons�te and offsrte The determ►nahon whether a sigmficant nexus exists is determmed in Sect►on III C below 1 Characterist�cs of non TNWs that flow directly or mdirectly�nto TNW (►) General Area Cond�hons Watershed size �ek L�st Dramage area �P"�ck List Average annual ramfall 42 mches Average annual snowfall NA mches (u) Physical Character�stics (a) Relationship v�nth TNW ❑Tnbutary flows directly mto TNW ❑Tnbutary flows through�ckList tnbutanes before entenng TNW Pro�ect waters are �'ick L�st nver miles from TNW Pro�ect waters are P ek�Li�s�t nver miles from RPW Pro�ect waters are �ick�.ist aenal(straight)miles from 7'NW Pro�ect waters are P�c1c�T��st aenal(straight)miles from RPW Pro�ect waters cross or serve as state boundanes Explam Identify flow route to TNWS Tnbutary stream order if known °Note that the Instrucrional Guidebook contams addrt�onal mforenahon regazdmg swales ditches washes and eros�onal features generally and m the and W est 5 Flow route can be descnbed by�dentifymg e g tnbutary a wYuch flows through the review area to flow mto tnbutary b wluch then flows mto TNW (b) General Tnbutarv Charactenst�cs(check all that applvl Tr�butary�s ❑Natural ❑Artificial(man made) Explam ❑Manipulated (man altered) Explazn Tributary properties with respect to top of bank(esrimate) Average width feet Average depth feet Average side slopes P�ck List Pnmary mbutary substrate composihon(check all that apply) ❑ S�Its ❑ Sands ❑Concrete ❑ Cobbles ❑Gravel ❑Muck ❑ Bedrock ❑Vegetation Type/%cover ❑Other Explam Clay Tnbutary condrt�on/stabihty[e g highly erodmg sloughmg banks] Explam Moderate eros�on Presence of run/nffle/pool complexes Explam Weak Tnbutary geometry Y c��keL�st Tnbutary gradient(approximate average slope) 10% (c) Flow Tnbutary provides for Pick List Est�mate average number of flow events in review area/year �'ick Lisf Descnbe flow regime Other mformation on durarion and volume Surface flow is P�ick��ist Charactenshcs Subsurface flow �'ci k iL st Explam findmgs ❑Dye(or other)test performed Tnbutary has(check all that apply) ❑Bed and banks ❑OHWM6(check all md�cators that apply) ❑ clear natural line impressed on the bank ❑ the presence of litter and debns ❑ changes m the character of soil ❑ destruction of terrestnal vegetahon ❑ shelvmg ❑ the presence of wrack lme ❑ vegetation matted down bent or absent ❑ sedunent sortmg ❑ leaf htter disturbed or washed away ❑ scour ❑ sediment depos�tion ❑ multiple observed or predicted flow events ❑ water stammg ❑ abrupt change m plant community ❑ other(hst) ❑Discontinuous OHWM� Explain If factors other than the OHWM were used to determine latera]extent of CWA�unsdichon(check all that apply) Q High Tide Lme mdicated by ��,] Mean High Water Mark mdicated by ❑ oil or scum lme along shore ob�ects ❑survey to available datum ❑ fine shell or debns deposits(foreshore) ❑physical markings ❑ phys�cal markmgs/chazactenst�cs ❑vegetation hnes/changes m vegetat�on types ❑ hdal gauges ❑ other(list) (►i►) Chem�cal Character�st�cs Charactenze mbutary(e g water color is clear d�scolored oily film water quality general watershed charactenstics etc) Explam Identify specific pollutants if known 6A natuial or man made discont�nmty m the OHWM does not necessanly sever�unsdtct�on(e g where the stream tempoianly flows underground or where the OHWM has been removed by development or agncultuial piact�ces) Where there is a break m the OHWM that is unrelated to the waterbody s flow regime(e g flow over a mck outcmp or through a culvert) the agencies will look for mdicatois of flow above and below the break �Ib�d (rv) B�ological Charactenst�cs Channel supports(c6eck all t6at apply) ❑ Ripanan comdor Charactenstics(type average width) ❑ Wetland fnnge Charactenstics ❑ Hab�tat for ❑Federally Listed species Explam findmgs ❑Fish/spawn areas Explam findmgs ❑ Other envuonmentally sensitive species Explam findmgs ❑Aquat�c/wildhfe drversity Explam findmgs 2 Characterishcs of wetlands ad�acent to non TNW that flow directly or ind�rectly mto TNW (�) Physical Charactenst�cs (a) General Wetland Charactenstics Propert�es Wetland size acres Wetland type Explam Wetland qual�ty Explam Pro�ect wetlands cross or serve as state boundanes Explam (b) General Flow Relationship with Non T'NW Flow is �'ick Ltst Explain Surface flow is �ck,,I,''i,„�,�st Charactenstics Subsurface flow �'ick�L st Explam findmgs ❑Dye(or other)test performed (c) Wetland Ad�acency Determmation w�th Non TNW ❑Directly abuttmg ❑Not d�rectly abuthng ❑ D�screte wetland hydrologic connect�on Explam ❑ Ecological connection Explain ❑ Separated by berm/bamer Explam (d) Proximitv(Relahonshipl to TNW Pro�ect wetlands aze�'ickLtst nver miles from TNW Pro�ect waters are ickL st aenal(sh-azght)miles from TNW Flow is from �'ack E,�st Estimate approximate locahon of wetland as withm the P�ck L�t floodplam (u) Chemical Character�stus Charactenze wetland system(e g water colar is clear brown oil film on surface water qual�ty general watershed charactenstics etc) Explam Identify spec�fic pollutants if known (u►)B�ological Charactenst�cs Wetland supports(check all that apply) ❑ Ripanan buffer Charactenstics(type average width) ❑ Vegetahon type/percent cover Explam ❑ Habitat for ❑Federally Listed species Explam findmgs ❑Fish/spawn areas Explam findmgs ❑Other environmentally sensitive species Explam findmgs ❑Aquatic/wildl�fe diversity Explam finduigs 3 Character�st�cs of all wetlands ad�acent to the tnbutary(�f any) All wetland(s)bemg considered m the cumulative analysis PickL�s� Approx�mately( )acres m total are bemg considered m the cumulahve analysis For each wetland specify the followmg Directly abuts�(Y/Nl S�ze(m acresl Directiv abuts�(Y/N) Size(in acres) Summanze overall b�ological chem�cal and physical funct�ons bemg performed C SIGNIFICANT NEXUS DETERMINATION A sign►ficant nexus analysis will assess the flow charactenstics and funchons of the tributary itself and the funct�ons performed by any wetlands ad�acent to the tr►butary to determme�f they sign►ficantly affect the chemical phys�cal and biolog�cal mtegrity of a TNW For each of the followmg s�tuations a sigmficant nexus exists�f the tributary m combmat�on w►th all of�ts ad,acent wetlands has more than a speculat�ve or msubstanhal effect on the chem�cal phys►cal and/or biological►ntegr�ty of a TNW Considerat�ons when evaluat►ng sign►ficant nexus include but are not hmrted to the volume durahon and frequency of the flow of water►n the tributary and rts proxim►ty to a TNW and the functions performed by the tr►butary and all rts adJacent wetlands It is not appropr�ate to determ�ne s►gmficant nexus based solely on any specific threshold of distance(e g between a tributary and rts ad�acent wetland or between a tr�butary and the TNV� S�milarly the fact an ad�acent wetland hes w�thm or outs�de of a floodpla�n is not solely determmatrve of sigmficant nexus Draw connect�ous between the features documented and the effects on the TNW as ident►fied m the Rapanos Gwdance and discussed m the Instruct�onal Gmdebook Factors to consider►nclude far example • Does the mbutary m combmat�on with rts ad�acent wetlands(if any) have the capacrty to carry pollutants or flood waters to TNWs or to reduce the amount of pollutants or flood waters reachmg a TNW� • Does the tnbutary m combmation wrth rts ad�acent wetlands(�f any) provide habitat and hfecycle support functions for fish and other spec�es such as feeding nestmg spawmng or reanng young for species that are present in the TNW� • Does the tnbutary m combmation wrth its ad�acent wetlands(if any) have the capacity to transfer nutnents and organic carbon that support downstream foodwebs� • Does the tnbutary m combmahon with its ad�acent wetlands(if any) have other relat�onships to the physical chemical or biological mtegnty of the TNW� Note the above Lst of cons�derat�ons is not mclusive and other funct�ons observed or known to occur should be documented below 1 S�gntficant nexus findmgs for non RPW that has no ad�acent wetlands and flows directly or mdirectly mto TNWs Explam findmgs of presence or absence of sigmficant nexus below based on the mbutary itself then go to Section III D 2 Sign�ficant nexus findings for non RPW and rts adJacent wetlands where the non RPW flows directly or�ndirectly mto TNWs Explam findmgs of presence or absence of sigmficant nexus below based on the tnbutary m combmation wrth all of its ad�acent wetlands then go to Sechon III D 3 S�gn►ficant nexus findmgs for wetlands ad�acent to an RPW but that do not directly abut the RPW Explam findmgs of presence or absence of sigmficant nexus below based on the mbutary m combmat�on with all of its ad�acent wetlands then go to Section III D D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL THAT APPLl� 1 TNWs and Ad�acent Wetlands Check all that apply and provide size estimates m rev�ew area � TNWs lmear feet w�dth(ft) Or acres Q Wetlands ad�acent to TNWs acres 2 RPWs that flow d►rectly or�nd�rectly mto TNWs ❑ Tnbutanes of T'NWs where mbutanes typically flow year round are�unsdictional Provide data and rationale mdicatmg that tnbutary is perennia] Presence of base flow in all channels between 2 12 mches well defined channels � Tnbutanes of TNW where mbutanes have contmuous flow seasonally (e g typ�cally three months each year)are �unsdict�onal Data supportmg this conclus�on is prov�ded at Sechon III B Provide rationale uidicatmg that mbutary flows seasonally nnels natural valleyways present Prov�de eshmates for�unsdichonal waters m the review area(check all that apply) Q Tnbutary waters hnear feet width(ft) Q Other non wetland waters acres Identify type(s)of waters 3 Non RPWsB that flow directly or indirectly into TNWs [] Waterbody that is not a TNW or an RPW but flows d�rectly or mdirectly mto a TNW and it has a sigmficant nexus with a TNW is�unsdichonal Data supporhng this conclusion�s provided at Section III C Provide esrimates for�unsdictional waters withm the review area(check all that apply) Q Tnbutary waters lmear feet width(ft) ❑ Other non wetland waters acres Identify type(s)of waters 4 Wetlands directly abutting an RPW that flow directly or ind�rectly mto TNWs Q Wetlands directly abut RPW and thus are�unsdtchonal as ad�acent wetlands [� Wetlands directly abuttmg an RPW where tnbutanes typ�cally flow year round Provide data and rationale mdicahng that tnbutazy�s perenmal m Section III D 2 above Provide rarionale md�cahng that wetland is directly abuttmg an RPW 87 Corps Manuel Wetland cr�ter�a were met in areas ad�acent to RPWs ❑ Wetlands directly abuttmg an RPW where tnbutanes typically flow seasonally Prov�de data mdicating that tnbutary is seasonal m Section III B and rahonale m Section III D 2 above Provide rat�onale mdicatmg that wetland is directly abuttmg an RPW Provide acreage eshmates for�unsdichonal wetlands m the review area acres 5 Wetlands ad�acent to but not d�rectly abutting an RPW that flow directly or mdirectly mto TNWs � Wetlands that do not directly abut an RPW but when cons�dered ui combinahon with the tnbutary to wh�ch they are ad�acent and wrth similarly situated ad�acent wetlands have a sigmficant nexus with a TNW are�unsidichonal Data supporhng this conclusion is provided at Secnon III C Provide acreage estimates for�unsdictional wetlands m the review area acres 6 Wetlands ad�acent to non RPWs that flow directly or mdirectly mto TNWs � Wetlands ad�acent to such waters and have when cons�dered m combmahon w�th the tnbutary to which they are ad�acent and with similarly situated ad�acent wetlands have a sigmficant nexus wrth a TNW are�unsd�chonal Data supportmg this conclusion is prov�ded at Section III C Provide eshmates for�unsdictional wetlands in the review area acres 7 Impoundments of�urisd�chonal waters 9 As a general rule the impoundment of a�unsd�ctional tnbutary remams�unsdichonal � Demonstrate that�mpoundment was created from waters of the U S or �� Demonstrate that water meets the cntena for one of the categones presented above(1 6) or Q Demonsh-ate that water is isolated with a nexus to commerce(see E below) E ISOLATED[INTERSTATE OR INTRA STATE]WATERS INCLUDING ISOLATED WETLANDS THE USE DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE INCLUDING ANY SUCH WATERS(CHECK ALL THAT APPLI� Io [� which are or could be used by mterstate or foreign travelers for recreahonal or other purposes � from which fish or shellfish are or could be taken and sold m mterstate or foreign commerce �Q wh�ch are or could be used for mdustnal purposes by mdustnes m mterstate commerce ❑ Interstate isolated waters Explain � Other factors Explam Ident�fy water body and summarize rat►onale supporting determ►nation BSee Footnote#3 9 To complete the analysis refer to the key m Secrion III D 6 of the Instruchonal Gwdebook 'o pnor to asserhng or dechnmg CWA�unsdichon based solely on th►s category Corps Distncts w►11 elevate the achon to Corps and EPA HQ for rev�ew cons�stent with the process descr�bed�n the Corps/EPA Memorandum Regarding CWA Act Jur�sdichon Follow�ng Rapanos i� Provide estimates for�unsdictional waters m the review area(check all that apply) Q Tnbutary waters hnear feet w�dth(ft) � Other non wetland waters acres Idenrify type(s)of waters Q Wetlands acres F NON JURISDICTIONAL WATERS INCLUDING WETLANDS(CHECK ALL THAT APPLl� � If potenhal wetlands were assessed withm the review area these areas d�d not meet the cntena m the 1987 Corps of Engmeers Wetland Dehnearion Manual and/or appropnate Regional Supplements ❑ Rev�ew area mcluded�solated waters wrth no substanhal nexus to mterstate(or foreign)commerce J ❑ Pnor to the Jan 2001 Supreme Court decision in SWANCC the review area would have been regulated based solelv on the I Migratory Bird Rule (MBR) � � Waters do not meet the Significant Nexus standard where such a findmg is requ�red for�unsdiction Explam a Other (explam �f not covered above) Provide acreage estimates for non�unsdictional waters m the review area,where the sole potenhal basis of�unsd�ct�on is the MBR factors(i e presence of migratory birds presence of endangered species use of water for imgated agnculture) usmg best profess�onal �udgment(check all that apply) ❑ Non wetland waters(i e rners streams) lmear feet width(ft) ❑ Lakes/ponds acres � Other non wetland waters acres List type of aquaric resource � Wetlands acres Provide acreage eshmates for non�unsd�ctional waters m the review area that do not meet the Sigmficant Nexus standard where such a findmg is required for�unsdichon(check all that apply) II Non wetland waters(i e nvers streams) hnear feet width(ft) � Lakes/ponds acres � Other non wetland waters acres List type of aquahc resource � Wetlands acres SECTION IV DATA SOURCES A SUPPORTING DATA Data reviewed for JD(check all that apply checked rtems shall be mcluded m case file and where checked and requested appropnately reference sources below) � Maps plans plots or plat submitted by or on behalf of the apphcanticonsultant � Data sheets prepared/submitted by or on behalf of the apphcandconsultant ❑Office concurs with data sheets/delmeahon report ❑Office does not concur with data sheets/dehneahon report ❑ Data sheets prepared by the Corps ❑ Corps nav�gable waters study ❑ U S Geological Survey Hydrolog�c Atlas ❑USGS NHD data ❑USGS 8 and 12 digit HUC maps � U S Geological Survey map(s) Cite scale&quad name Culowhee 1 24 000 � USDA Natural Resources Conservation Sernce Soil Survey Citat�on [Q Nat�ona]wetlands inventory map(s) Cite name � State/Local wetland mventory map(s) ❑ FEMA/FIRM maps � 100 year Floodplam Elevarion is (National Geodect�c Verncal Datum of 1929) Q Photographs ❑Aenal(Name&Date) or� Other(Name&Date) Q Previous determmation(s) File no and date of response letter ❑ Apphcable/supportmg case law Q Apphcable/supporting sc�enhfic literature ❑ Other mformahon(please specify) B ADDITIONAL COMMENTS TO SUPPORT JD �'�v'���'� ��.�3,r�.��. ^�.�.�..��'� .:� "�"��""�' �a � �"�'���r I"r�..��s�e ti:F�,. ��x 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