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Home My WebLink About20160357 Ver 1_Application_20160413Carpenter,Kristi From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: Ladies and Gentlemen, McHenry, David G Tuesday, April 12, 2016 10:52 AM Beckwith, Loretta A SAW; Barnett, Kevin; Chapman, Amy; Carpenter,Kristi; Andrew Henderson (andrew_henderson@fws.gov); Chambers, Marla J; DeWit, Benjamin J Davis, Mark S; Deyton, Joshua B; Shumsky, Michael J; Hill, Mark E Bridge No. 430314 - NW3 Permit Application - Haywood County NCDOT-Bridge 430314-Haywood-NWP 3 Permit Pkg.pdf; NCDOT_Bridge 430314 _Haywood_Permit Plans.pdf Follow up Completed Attached for your review and comments is the subject permit application. If you have any questions, please advise. Thanks, Mark Dave McHenry Environmental Specialist NC Department of Transportation/Division 14 828 586 2141 office 828 246 -7078 mobile dqmchenrv(cancdot.qov 253 Webster Road Sylva, NC 28779 �;�i ,,, � Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Corps Submittal Cover Sheet Please provide the following info: 1. Project Name Bridge 314 on SR 1355 (Panther Creek Road) 2. Name of Property Owner/Applicant NC Department of Transportation 3. Name of ConsultaudAgent: N/A sAgent anthoriTation needs to be attached. 4. Related/Previous Action ID number(s): N/A 5. Site Address: N/A 6. Subdivision Name: N/A 7. City: Panther Creek Community near Clyde 8. Counry: Haywood 9. Lat: 35.66087° N Long: -82.983064 ° W (Approx. Project Center) 10. Quadrangle Name: Fines Creek (35082-F8-TF-0241 11. Waterway: Atrington Branch (C� 12. Wateished: French Broad River (06010106) 13. Requested Action: X Nationwide Pertnit # 3 General Permit # _ Jurisdictional Determination Request _ Pre-Application Request The following information will be completed by Coips office: AID: Prepare File Folder Assign number in ORM Begin Date Authorization: Section 10 Section 404 Project Description/ Nature of Activity/ Project Putpose: Site/Waters Name: Keywords: Transportation April 12, 2016 Ms. Lori Beckwith, NCDOT Regul�tory Project Manager U. S. Army Corps of �ngineers I51 P�tton Avenue, Rooin 208 Asheville, NC 28801-2714 PAT McCRORY cocr,no, NICHOLAS J. TENNYSON SCffff(!I}' Su�ject: Natiom��ide 3 Permit Applic�tion Replace Bridge No. 314 o�i SR 1355 (P�nther Creek Rd.) over Arrington Brancli I Ilywood Count}, St�te Projcct No. 17I3P.14.R,128 (DI314A-430314) (DWQ Miuor Permit Fee $240.00) Dear Ms. Beck�vith: The Noith Caroliva Department of Transportation (NCDOT) is proposing to replace the subject bridge. The esistiug 24' W s 17' L timber bridge needs to be replaced due to deterioratiou. The proposed replacemeut structure �vill be � 16' W s d' H x 46.5' L bottomless concrete box cuh�ert. An off-site detour will be used during construction. The stream bed in the viciniq� of the bridge includes a series of steep bedrock cascades that likely prevent or impede most fish movements. Enclosed are a PCN �pplication, preliminaiy jurisdictioual detennination form, plan sheets showing the proposed �vork, a USGS quad map, phorographs, and other pertinent project information. The North Carolina Natural Heritage Program database was checked for records of thre�tened aud endangered species. There are 51 species listed for Haywood Counq� that have feder�l status. The bog twtle (GI��plemps mrJdenbergii) is Iisted as threatened due to similariq� of appearance to the listed northern bog turtle. Bald eagle (HnNcreeh�s leucocephalus) is listed under the Bald and Golden Eagle Protection Act (HGPA). Nine species, Carolina norlhern flying squirrel (Glauconi��.s snbrinus colorolus), gray bat (�tLyotis grise,scens), Indiaua bat (iLtpolis sodcdis), northern long-eared bat (�ll��otis seplerrh•ionnlis, NLEB), Appalachian elktoe (A(osmidon(�r rareuelinnn), spruce-fir moss spider (il9icrohesura nion�n�ngn), small who�ied pogonia (Isoh•ia ntetleoloides), spreTding avens (Gei�ni rndio/imt), and rock gnoiue lichen (G�mmodernur linern•e), �re known from current records �nd are listed as either threatened or endangered. According to the USP��I�S, FI��m�ood Couuty is now considered occupied summer range for Lidiana bats nnd NL�B. Appalachian elktoe are found in some �vell-osygenated streams with moder�te to f�st flowing water and stable, mi�ed subshates of silt, sand, gr�vel, and/or cobble. Streams (hat suppoit this mussel are typieTlly much larger than Arringtou Br�nch. The only records in Haywood Counq� are from the Pigcon River aud the Io�ver portions of the East Pork Pigeon and West Fork Pigeon rivers upstream of Canton; there are no records from any tributaries to these rivers. The bridge is �Nothing Compares`%.� Sm�eofNotlLCnrolina I Dxpatlmen[aCTmnspannlian�DiNyionlJ 25? We6slerRoad I S}�Iva,NonhCnmlino28979 Phone 828-s868141 I Fe� 838-586JOAJ Bridge # 430314 Page 2 Apri112, 2016 Haywood County 0.4 miles upstream of the Pigeon River and Ihis reach of the river is over 19 river miles do�vnstream of occupied mussel h�bitat. With rare exception, gray bats roost in caves year-round and Indiana bats and NLEB winter in caves or mines with stable, but not fi�eezing, cold temperah�res. This project only involves a small bridge replacement, so consh•uction �vork will not extend far fi•om the existing riglit-of-�vay into a��eas where caves wald occw•. There are no caves or mines visible uear the bridge and, according to USGS data, the nearest undergiround mine is over 23 miles away. Therefore, gray bats and hibernating Indiaua bats and NLEB will not be affected by the project. In summer, Indiana bats and NLEB generally roost on structures or imder the loose bark of trees, either dead �vith peeling bark or cavities, or live trees with shaggy bark sucli as �vhite oak, maples, sycamore and l�ickories. The bridge was swveyed on Juue 1, 2015 and there were no roosting bats or any evidence of bat nsage (i.e. staining or guano). The structure is only a few feet above the �vater surface and very cool imderneatli. There are no known NLGB hibernacula or maternity roost t��ees within 0.25 mile or 150 feet, respectively, of the bridge site. Therefore, the project should be consisteut with exceptions for incidental take outliued in the NLEB Fival 4(d) rule. The construction work may require the i�emoval of approsimately 3 trees (>3"dbh) uear N�e bridge. To protect Indiana bats, any obstructing trees will be removed from October 15 to April I S(winter clearing). W ith this measure, �ve recommend a"may affect, not lilcely to adverscly affect" determination for Indiana bat. Small whorled pagonia generally occurs in open, dry, deciduous �voods with acid soil, though habitats can inclnde slopes along streams and mesic forest witli �vhite pine and rhododendron. The nea��est record for tliis plaut is over 8 miles finm the project. Land nse adjacent to tlie bridge consists of maintained road sl�oulders, a farm road, driveway, and pasture. There is wooded habitat near the bridge, but this area is beyond where bridge consh•uction and gradiug work will occur. The Carolina northern flying squirrel, rock gnome lichen, spruce-fir moss spider and spreading avens are found in spn�ce-fir forests and otlier isolated high elevation locations in western No�th Carolina. However, rock gnome lichen is an exception because it can occasionally be found at lower elevations in deep river gorges with high humidity or on some ve��tical rock faces that are periodically wet. The bridge site has an elevation of only 2,480 feet and Iacks rock faces and other habitat conditions required by these species. The project is limited in scope. Erosion and sedimentation control measures �vill be implemented to minimize adverse effects of the �vork on aquatic habitats. Habitats for listed species appear lacking at the project site and noue of these species �vere observed during field visits. For these reasons and those discussed above, �ve recommend that a detennination of "no effect" ou Iisted species apply to this project, except for NLEB and Indiana bat as described above. This project was reviewed by NCDOT's Human Environment Unit in 2011. Surveys were not required for eitlier l�istoric architechu�e or archaeology �vith determinations of "no effecP' (see attached forms). NCDOT best management pr�ctices �vill be used to minimize and control sedimentation and erosiou on this project The constniction foreman �vill review all erosion control measw�s daily to ensure sedimentation and einsion controls are beiug effectively controlled. If the devices are not fimctioning as intended, they will be replaced immediately with better devices. Bridge # 430314 Page 3 April 12, 2016 Haywood County Impacts to Waters of the United States Arrington Branch (DWQ Class: C) is shown ou tlie USGS topographic map as a perenuiel stream. The channel is approximately 8 feet in width and well defined with � substrate of mostly bedrock tivith some sand, silt, and cobble. The sti�eam has sufficient flow to support fisl� and other aquatic life. Arrington Branch flows to the Pigeon River. The Pigeon River meets the definition of a Traditional Navigable Water (T'NW). For these reasons, we believe Arrington Branch is a Relatively Permanent Water (RPW) and is under the jw•isdictiou of the U.S. Army Corps of Engineers. In order to construct the project, it will be necessary to impact wate�s of the United States in the French Broad River Basin (CU 060101�6). Specifically, NCDOT is requesting to replace Bridge No. 314 with a bottomless concrete box culve�t. Listed belo�v is a sommary of the proposed impacts. Net Site No. Existing Conditim� Proposed Cmidition Impacts (feet) l 24' W s I T L Timber Bridge � 6' W x 4' H x d6.5' L Bottoniless p Concrete Box Culve�4 IA Free-Flowing Arrington Branch Impeivious Dike and Flow Diversion I 10 � g Timber Bridge Abutments and Rip Rap Bank Stabilization 70 Banks Along Arrington Branch 1C Banks Aloug Arrington Brauch Concrete Wingwall 10 Total Permanent Stream and TriUatary Lnp�cts for Culvert 0' Total Tempm•a�y Strcam Impacts for Impervions Dike and Flow Diversion ll0' Total Permanent Impact for Rip Rap StaUilization and Wingwall 80' Permits Reqnested NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed �vith the constructiou project outlined above. By copy of this letter, 1 am asking Ms. Marla Chambers, Western NCDOT Review Coordinator, of the No�th Carolina W ildlife Resom�ces Commissiou (NCWRC) to comment directly to you concerning the 404 Natiomvide Permit reqnest. I am also requesting aathorization under Section 401 of the Cleau Water Act from tl�e No�4h Carolina Depai4ment of Environmental Quality (DEQ), Division of Water Resources (DWR). Iu addition, I am asking Mrs. Chambers and Mr. Ben DeWit, PE, Roadside Eirvironmental Field Operations Engineer (NCDOT), to comment directly to me concerning this permit request. Bridge # 430314 Page 4 Apri112, 2016 Haywood County If you have any questions or need additional information, please contact Mr. Josh Deyton at (828) 488-2131 or me at (828) 586-214 L Your early review and consideration will be greatly appreciated. 1 Si� rely, ave McHemy �G� Division 14 Environmental Specialist Enclosures cc: Mr. Kevin Barnett, Division of Water Resources — DEQ, Asheville Ms. Amy Chapman, Division of Water Resources — DEQ, Raleigh Ms. Kristi Carpenter, Division of Water Resow�ces—DEQ, Raleigh Mr. Andrew Henderson, Biologist, US Fish &Wildlife Se�vice, Asheville Mrs. Marla Cl�ambers, Western NCDOT Review Coordinator, NCWRC, Albemarle Mr. Ben DeWit, PE, Roadside Environmeutal Field Operations Engineer, NCDOT Mr. Josh Deyton, PE, Division 14 Bridge Program Manager, NCDOT, Bryson City Mr. Michael Shumsky, PE, Desigu Build Engineer, NCDOT Office Use Only: Corps action ID no. DWQ proJect no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit tb. Specify Nationwide Permit (NWP) number. 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 407 Water Qualily Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Aufhorization 1e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because wrilten approval is not required? Certificafion: ❑ Yes � No ❑ Yes � No 1f. Is payment into a miligation bank or in-lieu fee program proposed for mitigation � Yes � No of impactsT If so, attach the acceptance letter from mitigation bank or in-lieu fee program. (NC Divislon of Mltigatfon Services) 1g. Is lhe project located in any of NC's twenly coastal couniies. If yes, answer 1h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. ProJect Information 2a. Name of projecl: Replace Bridge No. 430314 on SR 1355 (Panther Greek Raad) over Arrington Branch 2b. County: Haywood 2c. Nearest municipality / town: Panther Creek CommuNty near Clyde 2d. Subdivision name: NIA 2e. NCDOT only, T.I.P. or State 176P.14.R.128 (Design Build Contract) Project No: 3. Owner Informatlon 3a. Name(s) on Recorded Deed: North Carolina Department oT Transportation 3b. Deed Book and Page No. N/A 3c. Responsible Parly (for LLC if Dave McHenry, Divislon 14 Environmental Specialist applicable): 3d. Street address: 253 Webster Rd. 3e. Cily, state, zip: Sylva, NC 28779 3f. Telephone no.: 828-586-2141 3g. Fax no.: 828-586-4043 3h. Email address: dqmchenrvC�Dncdot.gov Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (ff different fram owner) 4a. Applicant is: ❑ Agent ❑ Other, specity: 4b. Name: N/A 4c. Business name ��A (if applicable): 4d. Street address: N/A 4e. City, state, zip: N/A 4f. Telephone no.: N/A 4g. Fax no.: N/A 4h. Email address: N/A 5. AgentlConsultant Informatlon (if applicahle) 5a. Name: N/A 5b. Business name N!A (if applicable): 5c. Sireet address: N/A 5d. Cily, state, zip: N/A 5e. Telephone no.: N/A 5f. Fax no.: N/A 5g. Email address: WA Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property Identification no. (tax PIN or parcel ID): N/A 1b. Site coordinates (in decimal degrees): Lalitude: 35.66087 Longitude: -82.983064 1 c. Property size: N/A acres 2. Surtace Waters 2a. Name of nearest body of water (slream, river, etc.) io Arrington Branch proposed project: 2b. Water Qualily Classification of nearest receiving water: C 2c. River basin: French Broad River Basin (HUC 06010106) 3. Project Description 3a. Describe the existing conditions on the site and lhe general land use in the vicinity of the project at the time of lhis application: The site is a bridge on a paved secondary road. Landscape is primarily pasture with some forest. 3b. Lis[ the total estimated acreage of all existing wetiands on the property: N/A 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 250 3d. Explain the purpose of the proposed project: To replace the existing substandard timber bridge no. 430314 wilh a 16' W x 4' H x 46.5' L boltomless concrete box culvert on existing location. 3e. Describe the overall project in detail, including the lype of equipment to be used: An off-site detour will be used during construction. Stream Flow will be diverted or isolated from disturbance while the bridge is removed and the new culveA constructed and rip rap placed lo protect ihe culvert walls/footers. Track hoes, dump trucks, bulldozers, paving equipment, water pumps, sandbags, diversion pipe and various hand tools will be used to accomplish the work. 4. Jurisdicttonal Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtafned for this properiy ! � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: NIA 4b. If the Corps made ihe jurisdictional determinalion, what type � Preliminary ❑ Final of determination was made? 4c. If yes, who delineated lhe jurisdictional areas? Agency/Consultant Company: N/A Name (if known): N/A Other: N!A 4d. If yes, list the dates of the Corps jurisdictional determinalions or State determinations and attach documen[ation. N/A 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to'help file° instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your projeci (check all fhat apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Consiructlon 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete ihis question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wefland impact Type of jurisdiclion number — Type af impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T W1 ❑ P❑ T N/A N/A � Yes ❑ Corps N/A ❑ No ❑ DWQ WZ � P� T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland fmpacts N/A 2h. Comments: N/A 3. Stream Impacts If there are perennial or intermittent slream impacls (including temporary Impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3 b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 slream length Pe�manent (P) or intermittent DWQ — non-404, widlh (linear Temporary (1) (INT)? other) (feet) feet) S1 � P❑ T Bottomless Box Arrington � PER � Corps $ � Culvert Branch ❑ INT � DWQ S1A ❑ P� T �mpervious Dike - Arrington � PER � Gorps g 110 Flow Diversion Branch ❑ INT � DWQ S16 � P❑ T Rip Rap Arrington � PER � Corps $ �� Stabilization Branch ❑ INT � DWQ S1C � P � T Concrete Wingwall Arrington � PER � Corps g 10 Branch ❑ INT � DWQ S2 ❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P❑ T ❑ PER ❑ Carps ❑ INT ❑ DWQ 3h. Total Permanent Stream and Trlbutary Impacts for Culvert �' Total Temporary Stream Impacts for Impervious Dike and Flow Diversion 110' Total Permanent Impact for Rip Rap Stabilization and Wingwall gp� 3i. Comments: rage v or iu PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, 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 waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora 01 ❑ P❑ T N/A N/A N/A N/A 02 ❑POT 03 ❑P❑T 04 ❑P�T 4f. Total open water impacts N/A 4g. Comments: N/A 5. Pond or Lake Construction If ond or lake construction ro osed, then com lele the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impac[s (feet) Upland Pond ID proposed use or purpose of (acres) number pond Fioode d Filled Excavated Flooded Filled Excavated Flooded P1 N/A NIA N/A N/A N/A N/A N/A N/A P2 5f. Total N/A N/A N/A N/A N/A N/A N/A 5g. Comments: N/A 5h. Is a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: N/A 5i. Expected pond surface area (acres): N/A 5j. Size of pond watershed (acres): N/A 5k. Method of construction: N/A 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? N/A ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer 2one 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora im act re uired? 61 ❑ P❑ T N/A N/A � Nos NIA NIA 62 ❑P�T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts N!A N/A 6i. Comments: N/A Page 5 of 10 D. Impact Justification and Mitigation 1. Avofdance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The bottomless culvert was designed to meet the hydraulic needs of the site. This culvert will function as a bridge and not impede or impair aquatic Ilfe passage (the scoured bedrock cascades in fhe stream channel at and downstream of the bridge likely already impede fish movements). An off-site detour will be used to, in paR, reduce site disturbance. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construclion techniques. All instream work will be performed in a dry work area using an impervious dike and diversion to divert lhe water around the project site. Appropriate BMPs according to lhe approved erosion and sedimentation control plan will be installed on the project prior to culvert installafion. 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 lhe State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ �Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for ihis � payment to in-lieu fee program (NCDMS) project? ❑ Permiltee Responsible Mitigation 3. Complete If Ustng a Mitigation Bank 3a. Name of Mitigation Bank: N!A 3b. Credits Purchased (altach receipt and letter) Type NlA Quantfly N/A 3c. Comments: 4. Complete if Making a Payment to In-ileu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Slream mitigation requested: linear feet 4c. If using sUeam mitigation, stream temperature: ❑ warm ❑ cool ❑ cold 4d. Buffer mitigation requested (DWQ only): NIA square feet 4e. Riparian wetland mitigation requested: NIA acres 4f. Non-riparian wetland mitigation requested: N/A acres 4g. Coaslal (tidal) wetland mitigation requested: N/A acres 4h. Comments: N!A 5. Complete if Using a Permittee Responsible Mftigatlon Plan 5a. If using a permiltee responsible miligation plan, provide a description of the proposed mitigation plan. N/A Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. WIII the project result in an impact wifhin a protected �iparian buffer that requires ❑ Yes � No buffer mitigalion? 6b. It yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of miligation required. 6c. 6d. 6e. Zone Reason for impact Total impact Mulfiplier Required mitigation (square feet) (square feet) Zone 1 N/A N/A 3(2 for Catawba) N/A Zone 2 1.5 6f. Total buffer mitigation required: N/A 6g. If buffer mitigation is required, discuss what lype of miligation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). N/A 6h. Comments: N/A Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identitied � Yes � No within one of the NC R(parian Buffer Protection Rules7 1b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No Comments: N!A 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explaln why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of lhe plan: Project is covered by NCDOT Individual NPDES Permit No. NCS000250. ❑ Certified Local Government 2e. Who will be responsible for the review of lhe Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenPs jurisdiction is this project7 N/A ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Waler Supply Watershed ❑ Other. 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached7 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all fhat apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proo( of approval been attached? ❑ Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submiltal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project 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 project require preparalio� of an environmental document pursuant to the requirements of the National or Slate ❑ Yes � No (North Carolina) Environmental Policy Act (NEPAlSEPA)? 1c. If you answered °yes° to ihe above, has lhe document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: N/A 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Welland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)7 2b. Is this an a(ter-lhe-Tact permit application7 ❑ Yes � No 2c. If you answered °yes' to one or both of fhe above questions, provide an explanafion of the vfolation(s): N/A 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � yes � No additional development, which could impact nearby downstream water quality? 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 description. This is a rural secondary road. The bridge is being upgraded to standard load limits and width to improve safety for the traveling public. The bridge (culvert) upgrade is not anticipated to have any significant impact on future development. 4. Sewage Dlsposal (DWQ Requlrement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacily of the subject facility. N/A b. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with ihe USFWS concerning Endangered Species Act � yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicaie the USFWS Field Office you have contacted. � Asheville 5d. What data sources did you use to determine whefher your site would impact Endangered Species or Designated Critical Habitat? North Carolina Natural Heritage Database and site specific surveys conducted during the bridge scoping process. Page 9 of 10 6. Essential Fish Habitat (Corps Requirement) 6a. Will fhis project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? N/A—There are no marine or estuarine communities within lhe Blue Ridge Physiographic Province. 7. Hfstoric or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cullural preservation � yes � No stalus (e.g., National Historic Trust designation or properties signiflcant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources7 The bridge project was reviewed by NCDOT's Human Environment Unit in 2011 and there will be "no effecY on historic architecture or archaeological resources. These findings have been approved by the State Historical Preservation Office (SHPO) through MOA with NCDOT (see attached forms). 8. Flood Zone Designation (Corps Requirement) 8a. Will lhis project occur in a FEMA-designated 100-year floodplain7 ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: FEMA requirements were taken into consideration by the NCDOT Hydraulics Unit during the design of lhe bridge (see attached Hydraulic Report in lhe plan sheets) 8c. What source(s) did you use to make lhe floodplain determination? NC Floodplain Mapping Program Dave McHemy i�� Division 14 Environmental Specialist � � /Z /� pplicanUAgent's Si ture Date AppflCanUAgenYs Pflnted Name (AgenYs signature is valid only if an au orization letter from the applican[ is provided.) Page 10 of 10 t i• ti d J �J"�f � �. � ; � «,�/' �_i.. � +' a � � - �y, �s, �r �..,�; ,: y� y .I �,, i , �,,,` � �.r � � ; �'� _. �i �'�l, . -��i ` �'��/ ��' j . ��v�'�•.Y.e., .. / � . �� •4. . � .�, ��i ":� � & d� �� , � f'�•e, �°�- � 'Y • ' � Ybt . 'i � � .. � ' ��. "�� ` '�.'� ' �. � . �,;� k .. �� • ��..: R Y. .r . , ,�..,'. H� ��1� � .. � %�� k f � � � Ir E� � :; � `�a�ii'y . '�, ��; 95�, � ��T � fS � Bridge Number 314 r,�:�l� , " �' � Y � Jt' k T L � .19 1 r S='�� (� � �� , .:. Il � � � 1.�1'�^ l� _ �r ' �� .�. � � / ! . � n._, ��F� I�', . .r_ ; � ,. t .y �.!-�r;•?�. � -- � "'i�'� _�.`�'7�,�tiiri:.. '.`A -��:, .;� `� . .r l h .-- �r� 1 ' � � 'Y.. t , �. 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TA � c n a a rn o o, o � m m u_ LL'> `n u�..= s ° �� 3 _ �C c°ii' t?o° �o o" o �YHao 3o m��" e °o Aom - L�� ]> �X X N d O O t N� A > c._ Z. (/1 0 l/1 U Q m W 6 0. W d (� O �. G1 6 J �' N 9 f%1 � 01 Z 1 W Q 3 ATTACHMENTA PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD):4-$-Zois B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: NC Depadment of TranspoAation, Dave McHenry, DWision 74 Environmenlal Specialist 253 Webster Road, Sylva, NC 28779 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Replace brtdge 314 on SR 1355 (Panlher Creek Road) in Haywood County (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC Countylparish/borough: HarW�a City: c�yde Center coordinates of site (lat/long in degree decimal format): Lat. 35.ssoa� °N; Long. -az.sssosa °W. UniversalTransverseMercator: axoas�.s,asaa�as.azo�e�� Name of nearest waterbody: ��s�o� eran� Identify (estimate) amount of waters in the review area: Non-wetland waters: zeo linear feet: a width (ft) and/or acres. Cowardin Class: R3Rg� Stream Flow: r�fe��a� Wetlands: Na acres. Cowardin Class: �✓a Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: �a Non-Tidal: Na 1 E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): � Office (Desk) Determination. Date: a-a-zo�s � Field Determination. Date(s): +-9-Zo�S SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): � Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Ncoor ❑ Data sheets prepared/submitted by or on behalf of the appli❑canUconsu Itant. Office concurs with data sheets/delineation report. � Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: � USGS NHD data � USGS 8 and 12 digit HUC maps Q✓ U.S. Geological Survey map(s). Cite scale & quad name: �_z4k Fmes c�eek ❑ USDA Natural Resources Conservation Service Soil Survey. ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/FIRM maps: � 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑✓ Photographs: ❑ Aerial (Name & Date): or Q Other (Name & Date): s�ie i-s-zoi5 � Previous determination(s). File no. and date of response letter: � Other information (please specify): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicanfs acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for later iurisdictional determinations. ��—� Signature and date of Regulatory Project Manager (REQUIRED) 4 C/o'�` ii "`�!� �j�—// /� Signature and date person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Estimated amount of aquatic Class of resource in aquatic Site Number Latitude Longitude Cowardin Class review area resource 1 35.66087 -82.983064 R3R81 250 linear feet Non Section 10 — non-wetland NO SURV�X �QUIR�D FORM PROJECT INTORMATION Project No.• {YBS No: F.A. No.• STR.#430314 17BP.14.R.43 n!a Pedernf (USACE) Permi! Re9ttrred? P�ajetf Tmcking No. (/nlernpl UseJ 11-OS-0109 County: Haywood Doct�n+e�d: Minimum Criteria Sheet F�mcling: � State ❑ Federal � Yes ❑ No PerniirType: iVationwide Projec[ Description:Lo�v impnc� bridge replacemene ofBridge No. 319 over Arring�on Brmich a� SR1355 (Pmr/her Creek Rd) in Ha}nvood Connty, Na7h Carofina. The strttc(ure ivill be replacerl in p(ace utilizing an oJf-sile deloar �luring eoirstrerelrar aetivi(ies. Mi�ior �Irleh-line irrrpnets are schederled to oeeur. The archaeo/ogicnlAPE j'w• Ihe project measttres I SOf[ iu widlh (75f! !alerally fi•om each side oJd�e SR1355 center-lrne) and 600j1 in length (300j(fi'om each bridge end poinlJ. SUMMARY OI' CULTURAL RESOURC�S REVIEW Briejdescripliwl ojreview aclivities, resu!!s of review, nnd cardr�siais: A map review and site file search was performed at the O�ce of State Archaeology (OSA) on Tuesday, September 6, 201 ]. No previousfy recorded archaeological sites were contained within the presently defined APE, immediately adjacent to the APE, or within a ten or more mile radius of the project locale. Moreover, no existing National Register of Historic Places (NRHP), State Study Listed (SL), Locally DesignTted (LD), Determined Eligible (DE), or Surveyed Site (SS) properties are located within or adjacent to the defined APE and project study area. Topographic maps, USDA soil survey maps (CxA), historic maps, archaeological/historical reference materials and aerial photographs were inspected/utilized by the cultural resource specialist to evaluate factors that may have led to prehistoric or historic settlementloccupation within the APE and to assess the Ievel of erosive impacts and disturbances that may have affected any potential resources contained within the project construction footprint. BriejExplmintion of ivhy the mnilnble injornrnrion provides a re/iable basis jor rensorrably prediclirrg lhn! Ihere nre no unidentrfred hisloric properlies nr B�e APL•: The lack of existing archaeological resources in Hie area, the diminutive and restricted nature of the APE and consh•uction effort (in-place replacement with no new location and an off-site detour), and the poorly drained, frequently flooded, and largely hydic floodplain soils within the immediate replacement area make it highly unlikely that any significant cultural resources would be contained within the construction footprint of the proposed bridge replacement project. No further archaeological work is recommended for this state-funded construction effort. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Survey Info ❑ Photos ❑Correspondence ❑ Photocopy of County Survey Notes FINDING BY NCDOT CULTURAL RESOURCES PROI'ESSIONAL NO SURVBY REOUIRED� "No Sm•eyRrquinA"Jorm forA/inoiTmnsporlo�ion Projecrs asQuolified in U�e 1007 Programmo�icAgnemenl. 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No: N/A Ftarding: � State ❑ Federal Federal (USACE) Perntit Reqirired? � Yes ❑ No Permil Type: NWP 3 and NWP 14 Project Description: Replace Bridge No. 314 over Arrington Branch on SR 1355. SUMMARY OF CULTiJRAL R�SOURCES R�VIEW Brief description of i•eview ac(ivilies, resrdts of revietiv, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indeYes was undertaken on September 6, 2011. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 75' from the centerline either way and 300' from eacl� end of the bridge. Current Ha}nvood County GIS/I'ax infonnation there is a property constructed in 1918 within the APE. One outbuilding, a pole slied, associated with the complex is within the acmal APE and will not be affected by the bridge replacement. The 1918 house and related outbuildings will not be affected by this project. There are no other structures within the APE. No Survey is required. In addition, Bridge NO. 314 is not NR eligible based on the NCDOT Historic Bridge Inventory. BriefEzpla�:a�ion of why dte trvailable i�:fornrntlon provides a relinble bnsis for reasonably predicti�tg fJtnt there are no tn:identified kislw•ic prope�•ties in the APE: HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the Haywood CounTy survey, Haywood County GIS and tax information, and Google Maps, and Bing Maps "Birds Eye" view are considered valid for the pttrposes of determining the likelihood of historic resources being present. There are no historic resources present and no sorvey is required. SUPPORT DOCUMENTATION See attached: Maps, tax card. IPINDING BY NCDOT CULTURAI. R�SOURC � �� SSIONAL NO SURVEY REOUIRED ARCHAEOLOGY ISTORIC ARCHITECTURE (CIRCLE ONE) '"No SLrvey Requimd"fonn/oMAinor bmupoHnlion ProjcU� asOnn(IfieAin ihe 1001 Piogmnmmiic Agrremrnr. NCl�TArchaeology & Hisforlc Archiledurc Grovp� Piinted: 05 SEP 2�11 - by 0 Hayrv.'ood COVnCy L'C Pmpeity Reroid Caid PdgE: 1 CARo 1 OF 2 Tax Year : 2011 oescription Tau oiscmiccs Parcel : Bill-86-6620 190� WC GRAHAN RO F14 FINES CRfEK FIRE DISiRICT 6939 PAtRHER CREEK R� -------------- 0"dtlER ItiFOWNTI0:1 ---------------- I""-"" PROP[RPY FACiORS -------" I-----" SALES It]FORMATION ------ ACCP: 166893 PARRIt]S, GEARL�Il1F. Fl � Topo9raphy � Oate Sales Price Vld 0k/Pg 140� �OC GFtAHAFI RD I A ROLLIP,G � a6/13/09 0 I �69/661 CLYOE, t!C 28)21 I � � Land Idkt Atlj SCreeGs/Roads � � P PAVEO � N.ISCfLL4PE0U5 IllFOW�WTION --- TanTshlp : 09 FIIIES CREEft Atldress : 1409 DOC GRAHNI R� Land Ose : A AGRICULiI1RAL ❑brhaod : 09H041 �OC GRANNI RD Rap eni Class : A1 RESI�EIITIAL 1 ReTarks: %011.0/S LOG 21X2] %011.0/5 LOG 19%26, %012.0/5 FR 24%42 %391.0/5 FR 5%26, %391.0/S FR ll%12 %]91.0/5 FR 12%66 !N Ot1 AilY OF ]-9 CNTERE� --- LA[!O �ATA --- $ FIPH TYPS SIZF. 1 A HP H�YESITE PRIIfhRY 2.00 2 A OP OPEflWOO 56.13 3 A W� I:OOOLAtID 21.95 Total Acies ; 99.SB --- OUiBUIL�ICGS -- BLOGk TYPE IdYH OESCRIPTIO`i 2 SPL P SHED� POLE 3 BRI] P BARI! 9 STG P STORAGE 5 SPL P SNE�, POLE 6 SPL P SH��, POLE 9 SLC P SILO, COt1CRETE 8 BRt] P BAAP 9 SLC P SI[A, COACRETE 10 BR[] P BAlRI 11 BR11 P BARt1 ---- I ------- Cl1iRA[:CE IIlFORHATIO`1 ------ � Oate Type Source Appraiser � OP/�1/11 0 HTG [RIIT ---- PRICE GRA�E iA�S ]0,000 9,595 9,5IS Land Totals ------- V A L U E S-- APPA pEFER 60,000 0 256,600 229,016 98, S00 99, ll2 119,900 32],348 RFHAftKS kCCAP STORIES 140 1.0 1:0 �OOR 100 1.0 SHOP 100 1,0 FEE� SHEO 100 1.0 F¢E� SHEO-IftR 10� 1.0 ioo o.o IµA 100 1.0 300 0.� IRA 300 1.0 MILR BARII 300 1.0 '--------- VALOE SU!!1hRY —"------ Assessed Nrmen[ Land . 419,900 919,90[ Bldg . 251,900 251,90( To[ Appr . 666,800 666,80[ �eEer . 313,148 ]23�19E ❑e[ Taxable : 393�652 ]43,65". TA% 60,000 2!� l64 J.968 91.152 YEAR EFF YR ARCA GRD 6UILT BUILT COLO PHYS FIR]C ECO1� 1,600 520 204 1,960 2�901 2,632 ],102 2,BB0 999 1,260 ❑ Printed: OS SEP 2011 - by 0 Hayvood Comty NC Pmperty Remrd Card cAao i oe z Parcel : evll-ee-66ao inoa ooc cwunf ao P+nei : 166843 PARRIIIS� GEARLOIt1E FI -- 00ILUIGG OESCftIPPI0:1 VAL METI{0� : k USE LI�DE : D �iIELLING OCCOPAPCY : SF SIi:GLE FAHILY STYLE : COINELPIONAL trea sroaxes : i.so IIALL NEIGHT . FOUtlOATI011 E%TERIOR HALL o VIIIYL YR BIIILT / EPF COI�ITIOt1 VERY GOO� GFA➢E C �FSIG:1 FFCTOR BqSHt5EI1T AREA : 59J N:FIt1I51{E� A'[TIC AReA : t:0 A'II'IC Fltl UPPER STORY : 599 Sq Ft IRlFItI UPPER STORY : PO ROO:�15 / B�RIS / ] FIILL / HALF BATtlS : 1/ 0 A��L FI%: 2 FIREPLACE TYPE/C[R: FIREPLACE/YliO STORY/1 FIREPLACE OPEl1I[lGS: 1 CIIIHIIEY�S�: 1 AIR COtm PCT . SPRINW.ER PCP 11EATIt:G TYPE : F FORCEO NOT AIR lIARKET FACroR i COHPLETE : 140 �ESC0.IPPI011 : 15/S/A REI WRKS xeated Sq Ft : 2,091 CP.RO 1 Of1i6UIL�IRC VALOE y________E32----_� EB EB wo 256 r i +--- �---Al6-E] P - t--�-020--+ A6 a A1J O1J Ij 013 AA 260 . MA +-A9��20C13♦ 1181 I A28 A13 I C21 C21 CP ' -P30A]0 -a ]�J AB 98 H0 OP 250 i i t -A15i -B]0 -♦ -C1J+ TA% VALUE 600 600 600 �00 1,200 200 9,000 200 1,500 1,000 16,600 Page: 2 SCALE IS 3:168 http:/hnaps.liaywoodnc.net/prc/87 1 1 8 86620_l .tst 9/6/2011 NO 5URVEY R�QUIRED FORM PROJECT INTORMATION Project No: Str. 430314 WBSNo.• 17BP.14.R.43 County: Doctn�te�tt. ProjeclTrackingNo. (Infenml Use) 11-08-0109 Haywood PCE or Minimum Criteria Checklist F.A. No: N/A Ftn�ding: � State ❑ Federal Federal (USAC�) Perniit Reguired? � Yes ❑ No Permit Type: NWP 3 and NWP 14 Project Descr•i�tion: Replace Bridge No. 314 over Arrington Branch on SR 1355. Atlu_;_. _� l: : t � 1: __ t 1, Briefdescrrplron ofrevieiv activities, resu/!s oJrevie�v, m�d conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes �vas undertaken on September 6, 201 l. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 75' from the center]ine either way and 300' from each end of the bridge. Current Haywood County GIS/Tax information there is a property constructed in 1918 �vithin the APE, One outbuilding, a pole shed, associated with the complex is within the acmal APE and will not be affected by the bridge replacement. The 1918 house and related outbuildings will not be affected by this project. There are no other struchires rvithin the APE. No Survey is required. In addition, Bridge NO. 314 is not NR eligible based on the NCDOT Historic Bridge Inventory. BriejExplmin(ion of ii�/ry the m�nila�le i� fornrario�z provides a reliable basis for rensonably predicting �hallhere are no imidentified hisloric properlies in dre APE: HPO quad maps and GIS information recording NR, SL, LD, DE, and SS propeities for the Haywood County survey, Haywood County GIS and tax information, and Google Maps, and Bing Maps "Birds Eye" view are considered valid for the purposes of determining the likelihood of historic resources being present. There ere no historic resources present and no survey is required. SUPPORT DOCUMENTATION See attached: Maps, tax card. FINDING BY NCDOT CULTURAL RESOURC � �ESSIONAL NO SURVEY REOUIRED ARCHAEOLOGY ISTORIC ARCH[TECTURE (CIRCLE ONE) "No Servcy Rrqvired"fonn forMinorTrmupoilalim� Projmtr asQuali%ted iMhe 1007Yrogromma0c Ag,ren¢n(. NCUOTArrhneo/agyh NlnoricArchilern�reGrm�pi Prin[etl: OS SEP �011 - hy 0 Haywood CounCy 11C P[opeiCy Re[ord Card CARo 1 OF 2 oescripcion Tax �is[rices Pasel : 8011-88-662a 140� OOC GRA}INA RD F14 FII]FS CREER FIRE OISiRICP 69]4 PAtIIH2R CREER R� O aaqe: 1 i� Year : 2011 - 08t]ER ItlFORMAT2011 - I - PROPEFTY FAtTORS - I - SALES ZIIFOW�IATIO:I ACCP: 16689J PARKItIS, GeARL�IIIE I-0 � TOpO9iaphy I �a[e SaleS P[Sce Vld Bk/Pg 1909 OOC CRAHAM RO � R ROLLIFG � OB/1]/09 0 Z �6]/661 CLY�E, NC 20921 � � � Land Nkt Adj SL[eets/Roads � � P PAVE� � --------- HISCfLLAt]¢OUS It1E02.iTTIOA ------------ �"----- Et]SRAt10E INPORIIATI0;1 -------- �------- VALIIE SUYSfARY --------- Totmship : 09 PIOES CREER � Oate '1}�pe Source Appraiser � Assessed Nrrent Address : 1409 COC GFANNi Ro � 02/O1/11 B MiG � Land . 414,900 919,900 Land []se : A AGRICULTORhL � � Bldg . 251,900 251,904 0behood : 09R041 �OC GRAHN{ R� � � To[ App[ . 666,900 666,B04 Map : B]11 � � �efez . J23.149 ]23,148 Class : Rl ftE5IDEt11'IAL 1 � �[!et Taxable : ]4],652 ]43,652 Renazks: XO11.0/s LOG 31X29 %011.0/S LOG 19%26� %012.0/5 FA 24%92 %391.0/S FR SXi6, %391.0/S FR 13X12 X391,0/5 PR 12X66 tN 0:] NIY OF 1-4 E21iERE0 --- LA11Il �ATA --- OIlIT - V A L ll E 5 q L1iH TYPE SI2E PRICE GRA�2 iAUS APPR �EFF.R TA% 1 A HP HOIAESITE PRIFIARY 2.00 ]0,0�0 6p,000 0 60,�00 2 A OP OPEOWM[� 56.13 9,5]5 256,800 229,016 3],"/94 ] A VID FOODLAl10 ]lA5 4,595 98�1�0 99,132 3,968 To[a] Acres : 99.SB -- OUTBOIL�ILGS --- BLOGN TYPE HTH DCSCRIPTI011 2 SPL P SHE�� POLE 3 ew+ P 9ARI! 9 STG P STORAGE 5 SPL P 51{EU, POLE 6 SPL P SHEU, POLE "i SLC P SILO, CO:ICRETE B BRII P BA4t] 9 SLC P SILO. C0.^.CREPE 10 BRII P 9ARt! 11 BR:1 P BARtI Land Totals 419,900 323,149 91�952 REIIARKS no oaoa SHOP FEE� SHEO FEEO SNE�-IRR IRR IRIi lIIL% BARO $COSIP STORIES S00 1.0 iao i.a 100 1.0 100 1.4 100 1.0 100 0.0 ioo i.o ioo o.o ioo i.o 100 1.0 YEAR EFP YH AREA GR� �OILT 90ILT CO➢� PHYS FN1C ECON 1�600 520 209 1,960 2,901 3,632 �,ioz z.aeo B99 1,200 ❑ Printed: OS SEP 2011 - by 0 Hay:00d Comty tIC Pmpeity Recoitl Caid CARO 1 OP 2 Parcel : B]11-88-6630 1409 DOC GFNIAFI AO 0'dnez : 1668?3 PAR%II:S, GeARL�ItlE IA ----------- BIIILOII:G �ESCRIF'1I0:] ------- VAL f16TA0O : A USE CODE : D �'AELLIIIG OCNPALCY : SF SIt:CLE FAlIILY srrLe : cotrvc�+rxonw i1BR SSORIES : 1.50 51ALL HEIGHT . FJ@IOATI011 EXTEAIOR NALL : VItNL YR B[]ILT � EFF CatNITI011 VERY GOOD GRAOE C �ESI00 FACiOF 9ASEM1IEt1T AREA : 593 NlFIIIISH¢� AYPIC AREA : GO ATTIC FIN IIPPER STORY : 599 Sq Ft NIFII! UPPER S�ORY : E� R0045 / 9�N15 / ] FI1LL / HALF BATMS : 1/ 0 A[lUL FIX: 2 FIR6PLACE TYPE/CIIC: FIREPWCE/'In'O SiORY/1 FIREPLACE OPElIICGS: 1 CHIMIlEYISI: 1 AIR C0:]O PCP . SPRINALER PCT NEPTII:G TYPE : F FORCEO !!OT AIR t1ARKEi FACTOR 's COIAPLETE : 100 �ESCRIPTI011 : 1.5/S/B RElWRKS Heated Sq Ft : 2,091 CHA� 1 WTBOILOICG VALOE `________e�z__"_' es ea uo i 356 i i i - - —+— - -A ] 6 - E ] 2 -+— - r -02 0 —+ A6 I A13 �13 oi3 u. 260 I.IA ♦-A"IfU30C13i llfl 1 A2B A13 I I C21 C21 CP . ! + -630A]0 -+ 20] ! AB 09 00 OP 240 i � i i ♦---AIS «--------B30---a--C13 t TA% VALl1E 600 600 600 i00 1,200 200 9,0�0 340 i,soo ],000 16,600 Pa9e: 2 SCALE IS 1:168 http://maps.haywoodnc.net/prc/871 I 886620_1.tYt 9/6/20l I