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Home My WebLink About20160311 Ver 1_Application_20160330, �„-t 3— .?v — /6 Corps Submittal Cover Sheet Ple�se provide the followiug info: 1. Project Name Bridge 310 ou SR 1348 (Laurel Br�ucli Road) 2. Name of Property Owner/Applicaut: NC Department of Trausportatiou 3. Name of Consultaut/Agent: N/A *Agen[ nuthorizntion needs ro be a�ltached. 4. Related/Previous Action ID number(s): N/A 5. Site Address: N/A 6. Subdivision Name: N/A 7. City: White Oak Community near Maggie V�Ilev 8. County: Haywood 9. Lat: 35.63524° N Long: -82.99932 ° W (Appros. Project Center) 10. Quadrangle Name: Cove Creek Ga�� (35083-F1-TF-024) 1 1. Waterway: Laurel Branch (Cl 12. Wateisl�ed: Prench Broad River (06010106) 13. Requested Action: X Nationwide Permit # 3 Genei•al Permit # Jurisdictional Determinatiou Request Pre-Application Request Tl�e following informatio�� will be cauipleted by Corps office: AID: Prepare File Folder Assigu number iu ORM Begin Date Autliocization: Section 10 Section 404 Project Descriptia�/ Nature of Activity/ Project Purpose: Site/Waters N1me: Keywords: Transportntion Ntarch 29,2016 Ms. Lori Beck�vith, NCDOT Regulatoiy Project M�nager U. S. Army Caps of �ngineers I51 P�tton Avenue, Room 208 Asheville, NC 28801-2714 PAT McCRORY corenior NICHOLASJ.TENNYSON Sraemry Subject: Nationwide3PermitApplication Replace Bridge No. 310 on SR 1348 (Laurel Branch Road) over L�w•el Braiich Haywood Counq� State Projcct No. 17BP14.R128 (I3D14A-430310) (DWQ Miuor Permit Fee $240.00) Dear Ms. Beckwith: Tlie North Carolin� Department of Transport�tion (NCDOT) is proposing to replace the su�ject bridge. The e�isting 20' W s 20.5' L timber bridge needs to be replaced due to deterioration and structural deficiency. The proposed replacement structure �vill be a 14' W s 2.5' H x 74' L bottomless reinforced concrete box culvert on the esisting location and 145° skew. SR 1348 is a dead-end road, so st�ge construction will be used to route h�affic during consh�uction. A short chTnnel relocation is proposed upstream of the bridge to eliminate a sh�rp bend in the stream chTnnel that is near the road shonlder aud to align the culvert inlet with the streTiu. Enclosed are a PCN �pplicatiou, Preliminary Jurisdictional Form, SHI'O forms, plan sheets showing the proposed work, a USGS quad mep, photographs, and other pertinent project informntion. The North C�rolina Natw al I Ierit�ge Program database was checked for records of threateued and en<iangered species. There are 51 species listed for Haywood County that have federal status. The bog turtle (Gl}premys inrihlenbergir) is listed as threateued due to siinilarity of �ppearance to the listed uorthern bog turtle. Bald eTgle (Ilnlrneetris leucocephalus) is Iisted under the BTId and Golden Eagle Protection Act (HGPA). Nine species, Carolina northeru flying squirrel (Glctticoii��s sabrinus colorolus), gray bat (Al��otrs grisescens), Indiana bat (d�I��otis sodrdis), nortl�ern Iong-eared bat (�Ltyolis seplenh•ionnlis, NLEB), Appalachian elktoe (dlnsmidonla rm�eneliann), spruce-fir moss spider (1llicrohesrn•n nionliv��gn), small whorled pogonia (I.solria merleoloirles), spreTding avens (Gemn rndinhm�), and rock gnome licheu (G��nnrorlerurn linern•e), are known from current records aud are listed as either threatened or endangered. According to the USFWS, Haywood County is now considered occupied sununer range for Indiana bats aud NL�F3. Appalachian e(ktoe are found in some well-osygenated streTms with moderate to f�st flowiug �vater and stable, mised substrates of silt, sand, gravel, and/or cobble. Streams th�t suppoit this mussel are typically much larger than L�urel Br�nch. 'Che ouly records in Haywood Counq� are from the Pigeon River and the lower po� tious of the East Fork Pigeou and West Fork Pigeon �Nothing Compares�.� Sla�e o[ Notlh Carolina I DepatlmeN o(Tmnspotlniion � Di�ision 14 p Si rycbsier Road � S}�Icq Notlh Comlinn 28779 Phone828-S8G2141 � Fm328S3fi-0OAi E3ridge No. 310, Haywood Page 2 March 29, 2016 rivers upstreaw of Canton; there are no records fi om any tributaries ro these rivers. The bridge is 035 miles upsh�eam of the Pigeon River aud this reach of the river is over 17 river miles do�vnstreaiu of occupied mussel habitat. With rare exception, gr�y bnts roost in c�ves year-round and Indi�na bats ancl NLEB wiuter in caves or mines with stable, but not freezing, cold temperatures. This project only involves a small bridge replecement, so construction �vork will not extend far from the e�isting right-of-way into areas where caves could occur. Therc �re no caves or mines visible near the bridge Tnd, accading to USGS data, the nearest imderground mine is over 3.2 miles eway. Therefore, gray bats and liibernating [ndiana bats and NL�B will not be affected by the project. In summer, IndiTna bets and NLEB generally roost on structures or under the loose bark of trees, either dead with peeling bark or cavities, or live trees with shaggy bark such as white oak, maples, sycamore and hickories. The bridge �vas surveyed on June 1, 201 S and there were uo roosting bats or any evidence of bat us�ge (i.e. staining or guano). The sh ucture is only 2-3 feet above the water surface and veiy cool uuderueath. There are uo kuown NLEB hibernacula or m�ternity roosl trees �vitliin 0.25 mile or I SO feet, respectively, of the bridge site. Therefare, the project should be consisteut with e�ceptions for iucidental tAke outliued in the NLEB Final 4(d) rule which went into effect February 16, 2016. The consh uction work m�y require the removal of 6 I�rge bradford pear h ees near the bridge. To protect Indiana bats, any obstructing trees will be removed from October 15 to April IS (�vinter clearing). With this measure, we recommend a "mny �ffect, �mt lilcely to adverselV affecY' determination for Indiana bat. Small whorled pagonia generally occurs in open, dry, deciduous woods with acid soil, tliough habitats can include slopes along streams and mesic forest with white piue and rhododendron. Land use adjacent to the bridge consists of maintained road shoulders, a lawn, a driveway, �nd a goat pasture. There is a narro�v fringe of wooded habitat �long the stream do«mstream of the bridge, but this are� is damp �nd heavily shaded with rhododendron. No small �vhorled pagonia were seen on site visits. And, the nearest record for this plant is over 8 miles fi'om the project. The Carolina northeru flying squirrel, rock gnome lichen, spruce-fir moss spider and spreading avens are found in spruce-fir forests and other isolated high elevation loc�tions in western North Carolina. However, rock gnome lichen is an e�ception because it can occasionally be found at lower elevations in deep river gorges �vith high humidity or on some vertical rock faces that are periodically wet The bridge site has an elevation of only 2,440 feet �nd lacks rock faces �nd other habitat couditions required by these speeies. The project is limited in scope. �rosion and sedimeutation control measures will be implemented to minimize adverse effects of the work on aquatic habitats. Habitats for listed species appear lacking at the project site and none of these species were obseived dw�ing field visits. For these reasons and those discussed above, we recommend that a determivation of"no effect" on listed species apply to this project, escept for NLEB and IudiTna bat as described above. Tl�is praject �vas reviewed by NCDO'I"s Human Environmeut Unit in 201 1. Swveys were not required for historic erchitecture or archaeology �vith determinations of "no effecY' (see attached forms). NCDOT best management practices �vill be used to minimize and coutrol sedimentation �nd erosion on this project Tlie construction foreman will review all erosion control �ueasures daily to ensure sedimentation aud erosion ca�trols are being effectively controlled. If the devices are not functioning as intended, they will be replaced inunediately with better devices. Bridge No. 310, Haywood Pagc 3 March 29, 2016 Impacts to Waters of tl�e United States Laurel Branch (DWQ Cl�ss: C) is shown ou the USGS topographic map as a perennial stream. The channel is well defined �viUi a subsh�ate of sand, silt, cobble and bedrock aud is approsimately 8 feet in width. The sh•eam has sufficient flow to support fish and other aquatic life. Laurel Branch flows to the Pigeon River. The Yigeon River meets the definition of a Traditional NavigeUle Water ('I`NW). For these reasons, we believe Lat�rel Branch is a Relatively Permanent Water (RPW) and is under the jurisdiction of the U.S. Army Corps of Engineers. In order to consh'uct the projeet, it will be necess�iy to impact waters of the United States in the Frencl� Broed River Basiu (CU 06010106). Specifically, NCDOT is requesting to repl�ce Bridge No. 310 with a boltomless concrete culvert Listed below is � sunuua�� of the proposed impacts. Net Site No, �sistiug Conditimi P�roposed Cmiditim� Lnp�cts (feet) l 20' W s 20.5' L Timber Bridge 14' R� x 2.5' H s 74' L Bottmuless p Reinforced Concrete Bos Culvert 1 A i'ree Flowiug Stream Impervious Dikes end Flow 200 Diversions � B Free P'lowing Stream Channel Change/Relocation 30 (Esistiug 40') (Ne�v 30') IC Free Flowing Stream Floodplain Bencli and Riprap Bank �8, Stabilization (Iulet �nd) 1D Free Flowing Stream Floodplain Beueh Riprap Bank 65' Stabilization (Outlet Gnd) Totnl Permanent Stre�m aud Tributau;V Impacts fm• Bottomless C�dvert 0' Total Temporn�y Sh•eam Lupacts for Impei��ious Dike aud Rlow Diversion 200' Totnl Permanent Stream �nd Tributaiy Imp�ct Por CLannel Chauge 30' Total Permnneut Impact for I3auk Stabilizrtiou nud Floodpl�iu Benches 113' Permits Requested NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed with the construction project outlined above. By copy of this letter, I am asking Ms. Marla Ch�mbers, Western NCDOT Review Coordinator, of the North Carolin� Wildlife Resources Conunissiou (NCWRC) to comment directly to you concerning the 404 Nationwide Permit request. I am also requesting authorization under Section 40 L of the Clean Water Act from the North Caroli��a Depeiiment of Euvironmental Quality (DEQ), Division of W�ter Resow•ces (DWR). In addition, I am asking Ms. Chambers and Mr. Ben DeWit, E[, Roadside Environmental Field Operations Engineer (NCDOT), to eomment directly to me concerning this permit request. Bridge No. 310, Haywood Page 4 Marcli 29, 2016 If you have any questions or need additional information, please contact Mr. Josh Deyton at (828) 488-2131 or me at (828) 586-2141. Your early review and consideration will be greatly appreciated. � � '� Sineere y, / %� �� i `� D� cHenry Division 14 Environmental Specialist Euclosures cc: Ms. Anry Chapman, Division of W�ter Resowces —D�Q Raleigh Ms. I<risti Carpenter, Division of Water Resow•ces — DEQ, Raleigh Mr. Kevin Baruett, Division of Water Resowces — DEQ, Asheville Mr. Andrew llenderson, Biologist, US Pish &Wildlife Service, Asheville Ms. Marla Chambers, Western NCDOT Review Coordinator, NCWRC, Albemacle Mr. Josli Deyton, PE, Division 14 Bridge Program Manager, NCDOT, Bryson City Mr. Ben DeR�it, P�, Ro�dside Environment�l Pield Operations Engineer, NCDOT Mr. Michael J. Shumsky, PE, Design-Build Engineer, NCDOT, Raleigli o�o� W aT F9�G 9 �-'� r � � -i O _ _ -�"G :.� ` Offce Use Only: Corps aclion ID no. DWQ projecl no. Fonn Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from lhe Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1 c. Has lhe NWP or GP number been veri(ied by lhe Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Waler Qualily Certification — Regular ❑ Non-404 Jurisdiclional General Permit ❑ 401 Water Qualily Cerfification — Express ❑ Riparian Buffer Authorization 1 e. Is lhis nolificafion solely for lhe record For the record only for DWQ 401 For lhe record only for Corps Permit: because wrilten approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1 f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigalion � yes � No of impacts? If so, atlach the acceptance lelter from mifigalion bank or in-lieu fee program. (NC Division of Mitigation Services) 1 g. Is lhe project located in any of NC's twenly coaslal counties. If yes, answer 1 h ❑ 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 project: Replace Bridge No. 310 on SR 1348 (Laurel Branch Road) over Laurel Branch 2b. County: Haywood 2c. Nearest municipalily / town: White Oak Communily near Maggie Valley 2d. Subdivision name: NIA 2e. NCDOT only, T.I.P. or State 176P.14.R.128 (Design Build Contract) Project No: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportalion 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if Dave McHenry, Division 14 Environmental Specialist applicable): 3d. SUeet 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: dgmchenry(a�ncdot.qov Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Olher, specify: 4b. Name: N/A 4c. Business name N/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. AgenUConsultant Information (if applicable) 5a. Name: N/A 5b. Business name N/A (if applicable): 5c. Street address: N/A 5d. City, state, zip: N/A 5e. Telephone no.: N/A 5f. Fax no.: N/A 5g. Email address: NIA Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property idenlification no. (tax PIN or parcel ID): N/A 1b. Site coordinates (in decimal degrees): Latilude: 35.63524 LongiWde: -82.99932 1 c. Property size: N/A acres 2. Surface Waters 2a. Name of nearest body of waler (stream, river, etc.) to Laurel Branch proposed project: 2b. Water Quality 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 sile and the general land use in lhe vicinity of the project at the time of this application: The site includes a limber bridge on a paved secondary road. Landscape is primarily forest, small farms, and single- family residenlial. 3b. List the total estimated acreage of all existing wetlands on fhe properly: N/A 3c. List lhe total estimated linear feet of all exisling streams (interrniltent and perennial) on the property: 200 3d. Explain lhe purpose of the proposed project: To replace the exisling structurally deficient timber bridge no. 430310 with a 14' W x 2.5' H x 74' L bottomless box culvert on exisfing location. 3e. Describe the overall project in detail, including the lype of equipment to be used: The culvert will be slage constructed to lhe upstream side of the old bridge in order to maintain traffic during conslruction. Erosion and sedimenlation measures will be installed. A shorl channel reach will be changed to protect lhe road shoulder and betler align with the culvert inlet. Once complete, lraffic will be placed on part of lhe new culvert and the old bridge will be removed. The new culvert will then be completed downstream. Track hoes, heavy equipmenl, sandbags, diversion pipe and various hand tools will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream delerrninations by the Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown project (including all prior phases) in the past? Comments: N/A 4b. If lhe Corps made the jurisdictional determination, what lype � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdiclional areas? Agency/Consultant Company: N/A Name (if known): N/A Other: N/A 4d. If yes, list lhe dates of the Corps jurisdictional determinations or State determinations and altach documentalion. 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 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tribularies ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on lhe site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, olher) (acres) Tem ora T W1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps N/A ❑ No ❑ DWQ W2 ❑ P 0 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 impacts N/A 2h. Comments: N/A 3. Stream Impacts If lhere are perennial or intermiltenl stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream siles impacted. 3a. 3b. 3c. 3d. 3e. 3f. 39 Stream impact Type of impact Stream name Perennial (PER) Type of jurisdiction Average Impact number - or intermittent (Corps - 404, 10 stream width length Permanent (P) or (INT)? DWQ — non-404, (feet) (linear Temporary (T) other) feet) S1 � P � T Bottomless Culvert Laurel Branch � NT � DWQ $ � S1A ❑ P� T Impervious Dikes Laurel Branch � PER � Corps g 200 and Flow Diversions ❑ INT � DWQ S1 B� P❑ T Channel Relocation Laurel Branch � PER � Corps g 30 (Culvert) ❑ INT � DWQ Floodplain S1C � P❑ T Benches/Rip Rap Laurel Branch � NT � DWQ $ 48 (Inlet) Floodplain S1 D� P❑ T Benches/Rip Rap Laurel Branch O W R � pWQ 8 65 (Outlet) 311. Total Perm�nent Sh•enm eud Tributnry Impacts f'm• Bottomless Culvert �� Total Tempm•�r}' Strenm Impncts fm• Impervious Dike nnd Plow Diversion 200' Total Permanent Stream and Tributar}� Impact fm• Ch�nnel Change 30' Tot�l Permnnmrt Int act fm• B�nlc Sf�bilization and rlood I�in Benches 113' 3i. Commenls: Page 4 of 10 4. Open Water Impacts If lhere are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Allantic Ocean, or any other open water of the U.S. lhen 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 lype Area of impact (acres) Permanent(P) or Tem ora T 01 ❑ P❑ T N/A N/A N/A N/A 02 ❑P❑T 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 conslruction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacls (feet) Upland Pond ID Proposed use or purpose of (acres) number pand Flooded Filled Excavated Flooded Filled Excavated Flooded P1 N/A N/A N/A N/A N/A N/A N/A N/A P2 5f. Total N/A N/A N/A N/A NlA 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 surtace 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 impacl a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acls re uire mifi 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. Bufferimpact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) for Stream name mitigation (square feet) (square feet) or Tem ora T im act re uired? B1 ❑ P❑ T N/A N/A � Nos N/A N/A B2 ❑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. Avoidance and Minimization 1a. Specifcally describe measures taken to avoid or minimize lhe proposed impacts in designing project. The boltomless culvert was designed to meet the hydraulic needs of the site. This culvert should not impede or impair aquatic life passage because a roughened channel will remain. 1 b. Specifically describe measures taken to avoid or minimize lhe proposed impacts lhrough construction techniques. All inslream work will be performed in a dry work area using impervious dikes and diversions 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 inslallation. 2. Compensatory Mitic�ation 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? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑Corps ❑ Mitigalion bank 2c. If yes, which mitigation option will be used for this � Payment to in-lieu fee program (NCDMS) project? ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: N/A 3b. Credits Purchased (attach receipt and letter) Type N/A Quanlity N/A 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval lelter from in-lieu fee program is attached. ❑ Yes 4b. Slream mitigation requested: linear feet 4c. If using stream mitigalion, stream temperature: ❑ warm ❑ cool ❑ cold 4d. Buffer mitigalion requested (DWQ only): N/A square feet 4e. Riparian wetland mitigalion requested: N/A acres 4f. Non-riparian wetland miligation requested: N/A acres 4g. Coastal (lidal) wetland miligation requested: N/A acres 4h. Comments: N/A 5. Complete if Usinc� a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation 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. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify lhe square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate lhe amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Mulliplier 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 mitigation is proposed (e.g., payment to private miligation bank, permiltee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). N/A 6h. Commenls: 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 identified � Yes � No wilhin one of the NC Riparian Buffer Prolection Rules? 1 b. If yes, then is a diffuse (low plan included? If no, explain why. ❑ Yes ❑ No Comments: N/A 2. Stormwater Mana ement Plan 2a. What is lhe overall percent imperviousness of this project? N/A 2b. Does lhis project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If lhis project DOES require a Stormwater Management Plan, lhen provide a brief, narrative description of the plan: Project is covered by NCDOT Individual NPDES Permit No. NCS000250. ❑ Certified Local Government 2e. Who will be responsible for lhe review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? N/A ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Walershed ❑ Other: 3c. Has the approved Slormwater Management Plan with proof of approval been ❑ Yes ❑ No altached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counlies ❑ HQW 4a. Which of lhe following state-implemented stormwater management programs apply � ORW (check all thal apply): ❑ Session Law 2006-246 ❑ Olher: 4b. Has lhe approved Slormwater Management Plan with proof of approval been altached7 ❑ 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 submittal 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 expendilure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/slate) land? 1 b. If you answered "yes" to the above, does the project require preparalion of an environmental document pursuant 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 lhe State Clearing House? (If so, altach a copy of the NEPA or SEPA final approval lelter.) ❑ Yes ❑ No Commenls: 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 Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-lhe-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violalion(s): N/A 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on pasl 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 lhe traveling public. The bridge (culvert) upgrade is not anticipated to have any significant impact on future development. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail lhe ullimate treatment methods and disposilion (norndischarge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will lhis project occur in or near an area with federally protecled species or � Yes ❑ No habitat? 5b. Have you checked wilh 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 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 this project occur in or near an area designated as essenlial fsh habital? ❑ Yes � No 6b. What data sources did you use to determine whelher your sile would impact Essential Fish Habitat? N/A—There are no marine or estuarine communities wilhin lhe Blue Ridge Physiographic Province. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area lhat the state, federal or tribal governments have designated as having historic or cultural preservation � yes � No stalus (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 historic or archeological resources? The bridge project was reviewed by NCDOT's Human Environment Unit in 2011 and lhere will be "no effect" on historic architecture or archaeological resources. These findings have been approved by the Stale Historical Preservation O(fice (SHPO) through MOA with NCDOT (see allached forms). 8. Flood Zone Desic�nation (Corps Requirement) 8a. Will lhis project occur in a FEMA-designated 100-year Floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requiremenls: FEMA requirements were taken into consideration by the NCDOT Hydraulics Unit during lhe design of the bridge (see altached Hydraulic Report in the plan sheets) 8c. What source(s) did you use to make ihe floodplain determinalion? NC Floodplain Mapping Program Dave McHenry Divisiai 14 Euviro�miental Specialist �� _ 3—Zi—/L ApplicanUAgenYs Signa e Date Applicanf/Ag011PS Pfinted Natl'18 (AgenCs signature is valid only if an authorization letter from �he applicanl is pwvided.) Page 10 of 10 \ 1d� . �O .. . S� �\! � iS� `. � • . N \ r . \ � � < W � �\� �� s \�w " �� \\ w o � .�`---.'�`" a � � (7 I- j- �j�� a� � �:_ p 1- � / a\\% \ � � o � � m W � `T(��u \�� N \\ � � _ � � f' �� O z U � � �=� � u u / ��ti / , ��.` `� ` ; � o i � C� �\ �� osr l� �� (n � r o 1^, � .,� . . � :, t p c. z � �� , O':. . . � /_ � .06 � � � \ '�'� �\� � � _ �: Q ., < < �l � � �� O. �,� � `��,A�i�� ;u ; C, C -�- N. . `�.:�F�\ ��-��'� : � 4 D d �� . '. 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' . � ' . �. � °. .'�'y�!_:!�..� . p7'.' - _� Y 0 N w�E s S• i '� � y '1 � � � �r � /� .� I ;�"�;:,_<,r ' . 'T Ty ��• ' � ,� �,,:,,�,, �;�\\ Bridge Number 310 � � � , :w . �� ' L �� ,� . - , iiT,., ` "� � '/ _ , j . � 7 - . � � _, . "r ; ; ;�3� �„� °, �' ^ � ,. . �' _ . : � �cC�ei; 't ��':15iY:�2rit-�i .C��Ei:, r i��.,�"ii�r � i�,u�V," �I, �ift��Cj � (Fi11{1i�LiCt'$f�� ., - .. � Bridge Number 310 over Laurel Branch on SR 1348 Haywood County, NC 0 25 50 100 � Feet ,'�1��<�11 Y�[�� 11-�:�� r�� .�Ili �wt J�� 1� ♦� Haywood County Bridge #310 on SR 1348 over Laurel Branch March 5, 2013 and June 1, 2015 Photographs Looking southeast towards bridge. •�.-� � , - , �, » . � ,, .'•, � � , ` '', � .. � � � ,u � r,�1�.' . i .� `7." r. � k :!' 4, . .. �� . .i �.. . �4 _ ". ;�{. .'...'t-� aJ. < �Sii?,_ .^_r ��'��,` "� �;' : . . i .. '�n� � A � � �' g.' }� �- yr.'Nsqlt�.,'y '7.�''S-' ". � •�� '!s' p ' ,r . ,,, .a:: � ; t>;,. ,s_ ' - Looking northwest towards bridge. Haywood County Bridge #310 on SR 1348 over Laurel Branch March 5, 2013 and June 1, 2015 Photographs ( � , a ,,i � , � ��; - �.i` . i � �. � . i � �i , i Y' �1 � ,�' ! � �, � , i ; i., ti} ' / i . , � ,�� R� � �� , � �,1� �,,,��,. ;-� :�, .,, f ,,, ; ; , � � � u1 ' n � , ++ �> > � : � � r , :.I ,�;II � � l�" 5 � r �i; � �� ,� I ; II ♦ j �1 / � .' � i , / � I I � , . . 1. � . 4 1 . ' �1:.� � .. .i '� � li i 1 '• l � '-� �..'�1 � . � ,�;n � i:li " . \ l / � � {� i� � � � ..�,y i /� � '. i t L} 4 ,.y�� . i:_ y � � i j � i �,�1 � i; i �1 l .� 1J Y �'. ` � �� ): � � . ,, , ;, �„ ,, : �1; . , ,, t, r , , ;, t r, `, . �,. .1; . '� � � .v�i �) / ,��A� . -.i { ti I � �� j. � '-� �� i. � k r. �.p� p ti, S� 'r �. �'i }� �.�� . �� '�� ` � � .'t � ��. .��. �: .i J n�, tii'?� � `,y � i , �a��A;' � , ��_ � , , '�� I, -� 1 r�° r�, ��7 ��'� � ,l �4t � �_'Y,�1�� _v��1\� .� Looking downstream from bridge. � � 1� �I �i I. I ' � � , I .. '� � �� V ,. ; � . � 1 1� (ti/-' 1 ( "�� . i . �M1. I�,�� i��F �� ,�r.. �' � , ^� k- . . . ,. . �.� ' , . . . �', . , � .' .. � .. � � f. . �� 9��' � i. P 'i., �� , _. - , . w . I�,.��' �I.¢�r li � .�. � ��' . i A, i . , r , _., , � } ' , „ I Y' `�.y �1• „ 1�'Q�+i 5 'a�. . ; , � , , l. � �; i . . � +- �� e � � �' � i �.. . � .h�,r!' . . , i i .' � i � . ' � ' : �l / ! � . � , � I ��_��c" }y%J's �' y, � „ / �1 q,y ,}�(��/ P`� �� . 1 / � . ��/ (� ` f i'. 1�.�, ..�'��'y�. f 'J��.�i � �'.I1��. . ,. _ if � I , l��i . . . � #�a�� p c �� ' . l/ �.� . / ! ' y�. �'. i �t . a y� . , i�yF;. � i �.��..'� �« . � i � � . . i t /�` � �^'r �.{ {!„'f ' .' , W � .s. / ��" _ ° �.�`.—.>11� ��-�. Looking upstream from bridge. This is the location of stage 1 of the bottomless culvert construction and the stream channel change. Haywood County Bridge H310 on SR 1348 over Laurel Branch March 5, 2013 and Jwie 1, 2015 Photographs �I � � � �+ ,N � S � ,� F. r , - . � �f • .i. �, , ." . � -, tij� . i � • r�,y ' i;!i�+,. : , . i�� A +! , . -� _. > ' , � ., : , , �� ; � j�;{ {� � =i � ... ' ' "� s" •� +� � � � t�� .3 � r 14a��y1�. , �'i � -�. .� , � • � . a�. .Y—�. �,i " 4 �. ..') � . „�.-� ' ; .. .,.f _ . .� . k: - �i ' L(I �r. .;,� � �. �• � � j �� .�� t ��._' I I ( � !+ � �t' - s ' - I ` `4 � q � � , � � �' , ib,S4{� � r� ; . " I �,.;�� v •i,. �� !•4 � , , ��.�. . � y' �Y � s-• � � �'!t p �: �t � � � i� �� ..iq y' � � � . r � :�, y� s � ��'S�( ``f �y t� � i4 4�.�'., . i' � Y... ._ o� ' 1 . i� R;\, J � •� ,. t� �, ' �J ,, c c ' i� � '��rj � 1 ;�r� F` '' '$) r �S �'. . 4 i t; ,,:j " 3 ., � � tb +._�, ` ,� , \ �,._. � 1 � v j ; � ' [ � � � < � , �. ),/y i '7�V,: >>� �, ��1 :: �� 41 e 11 �•"t'1�4Y N Fj. .. , ` I � ..q Y ; 1�� 'I ..� 7 > ._ �� . , � l , �I �.es.� ` h�ea '7:� � �� 1.,�� i.�� _ �..� � ��Ij'�.f�`Y i J � r' L� . �-r. � �. �i � .� ( �� _ �� +��' '! t� t l ' Y� � � � �� y ",�fYi��'..� i . � i T.�F �� It�'`,I , v. � (�y �.�1 - lf ,7 � �� i l � ( �: � �.1�� I� � �'A � .�n� ' ��' �! �1 ��i/ 4V � � .��i�1� � t��7 �:',a� � 1 �.% Looking downstream towards bridge. ATTACHMENTA PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUNDINFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD):3-2�-2ois B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: NC Department of Transporta�ion, Mark Davis, Division 14 Environmental Officer 253 Webster Road, Sylva, NC 28779 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Replace bridge 310 on SR 1348 (Laurel Branch Road) in Haywood Counry (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Hav��ood Clty: MaggieValley Center coordinates of site (IaUlong in degree decimal format): Lat. 35.63524 °N; Long. -az.sssaz °1/�/, UI11V2fS8� Tf211SV2fS2 M2fCafOf: 318968,3945333.1 Zone 17 Name of nearest waterbody: �a��ei e�a��n Identify (estimate) amount of waters in the review area: Non-wetland waters: zoo linear feet: e width (ft) and/or acres. Cowardin Class: Raue� Sff2aft'1 F�OW: Perrenial Wetlands: ��a acres. Cowardin Class: ��a Name of any water bodies on the site that have been identified as Section 10 waters: TIdaC nla NOn-Tidal: ��a 1 E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): � Office (Desk) Determination. Date: a-2s-2ois � Field Determination. Date(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 applicanUconsultant: Ncoor ❑ Data sheets prepared/submitted by or on behalf of the appJLc�nUconsultant. u 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 ✓❑ U.S. Geological Survey map(s). Cite scale & quad name: � ZQkco�ec�eekcaP ❑ USDA Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite ❑ State/Local wetland inventory map(s):_ ❑ FEMA/FIRM � 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) � Photographs: ❑ Aerial (Name & Date): or Q Other (Name & Date): BSRs-s-zo�s , 6-/- zais� � Previous determination(s). File no. and date of response letter: � Other information (please s 2 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 applicant's 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 CWAjurisdiction 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 "maybe"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) / �: � �' "'�/ 3 -2 y /6 C gnature and date of 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 35.63524 -82.99932 R3U61 200 linear feet Non Section 10 — non-wetland Praject Tincking iVo. Qnlernnl Use) �11-Og-�1�g� NO SURV�Y R�QUII2�D I�'ORM PRO.T�CT INTORMATION Project Na: Str.430310 Coimry: Hlywood IYBSNo: 17BP.14.R.81 Doctrmenl: PCE or Minimum Criteria Checklist RA. No: N/A Funding: � State ❑ Federal Ferlernl (USACL) Perntit Reg�iire�l? � Yes ❑ No Per�nit Type: NWP 3 or NWP 14 Projec( Descriplrorr: Repince Bridge NO. 310 across Latn•el Branch on SR 1348. SUMMARY OF CULTLil2AL R�SOURC�S I2�VI�W Briejdescriytion ofrevietiv nctivilies, res�dls ofreview, nnd coilchrsio�is: Review of HPO quad maps, HPO GIS infonnation, historic designations roster, and indexes was undeitaken on Septem�er 6, 201 l. Based on this review, there are no esisting NR, SL, LD, DE, or SS properties in the Area of Potential L,ffects. Current Hay�vood County GIS/Tas Lifonnation indicate there is only one structure over fifty years of nge �vithin the APE, a house built in 1961 no�th of the bridge (PIN S7I 1-20-1599). Bing Maps "Birdseye View" confirms that the house is iiot liistoric and not NR eligible. There nre no historic structures present and no suivey is required. �,��',Jc 3�� nGk N R E�;�;{iz, �l BriefLz��la�iation ofu�/p, dre nvnrlaGle i� fornralion provides n relrable bnsis fa� renso�tnbly predicting thn[ tlrere are no uriidentifred l�istoric yroyerNes in Ihe APL� HPO quad maps and GIS inform�tion recording NR, SL, LD, DE, and SS properties for the H:�}nvood County survey, Haywood County GIS and tas infonn�tion, and Google Maps, �nd Bing vtaps "Birds Eye" view are cousidered valid for the purposes of determining the likelihood of historic resources being preseuL There are no historic resources present and no swvey is required. SUPPORT DOCUM�NTATIOA' See attached: Maps, tas card. FINDING BY NCDOT CULTiTRAL R�SO � S PROr�SSIONAL NO SURVEY REOUIRED ARCHAEOLOGY ( HISTORIC ARCHITBCTU � (CIRCLE ONB� _e.�---- NCDOT Cultural Resources Specialist \ Date "No 9m'e), RequireJ"�m�m fur Alinar 7)'nnspnrinlion Prql�'�Is nr Ounlified iu tlie 700] l'r'ngmrruuali[ AgreJmenl. NCOOT ibdmeulogv R f[i�mric Ar[Lileuiaa Grvups Page 1 of 2 Prin[ed: OS SEP 2011 - by 0 Hayaootl County CC Pmperty Reco[d Card Page: 1 CAR� 1 OF 1 - 3� Yeae : 2011 Oesczip[ian T3. �istii[ts Paicel : 9911-20-1599 65 RIOOLF. BRA[:CH OR F11 S0:lATiW! CREOK FSRE �IST -- OII:IER IPFOR:.IATION --------------- I---"---- PROPERTY FACi0R5 -------- I------ SALES ItlFOR4ATI0:] ------ � � ACCT: J9299 RIODLE, XATHLEEI] A I Topograohy � patQ Sales Price Vltl Bk/Pg kIODLE, KATHRYt! LOU i R ROLLIKG i 0"i/O1/Bl 0 342/299 65 AIUpLE HPA�:CH RO HAYPESVSLLE, i!C 26]95 � Land �4kt Adj S[ceets/Roads � I P PAVE� � IdISCELLAt1E0[IS ItIFOIU1ATI0N ------"----- i------ EtTTRAtlCE IPFOIUTATIOt! ---"-- �-------- VAL�E SU.4IARY ------ To•+nship : 19 HHITE OAtt � pate 'type Source Appraiser � Assessed Nrzen[ Atld[ess : 65 RIDOLE 9RAIICH OR � 11/23/10 8 �ffG � Land . ]2,900 02,9D0 Land Use : � I Bldg . 6],90p 6J,900 Ilbrhoatl : 19R001 FNITE OAX HORAL i'ap : 8]ll I � TOC Appr , 136,80� ll6,800 � � oeEer . 0 0 Class : R1 RESI�EtIPiAL 1 � � C'e[ Taxable : 1J6,800 SJ6,800 Remarks: I:o Reaarks on file --- 4AI1[t �ATA --- N IATN TYPE 1 A HP HOlIESITE PRINARV 2 A OP OP£t]LAt9 3 A Wp Ii00DLAi10 Total Acres : 1a.21 -- ouTeux�,oxr.cs -- oL➢Gq TYPE !4SH OESCRIFStO`! @]IP -------- V A L O E 5--------- SIZE PRICE GRA�E 'sAOJ APPR DEFER TA% 1.00 2"J,500 2'1,500 4 2]�500 111 6,8�5 T-50 ],904 0 3,9�0 12.30 6,9]5 T-50 91,600 0 41,600 Land Totals ]2,900 0 �2,900 r�,a eee xn RE'AARKS iC0:1P STORIFS AREA CR� 90ILT BUII�T CO:IO PHYS FlP.lC ECOP TA% VALOE CARO 1 OUt'6UIL�2[:G VA106 p End of Page 1 Ll P[in[ed: 05 SEP 2p11 - by 0 Hdy�:oOd Caunty HC Piapeity Ae<OYd Cdrd CAFO 1 OF 1 Parcel : 8'll1-204599 65 RIO�LE BRA[:CH �R O+mei : ]92"i] RIOp6E, KATHLEE!! A ------------ BUIL�IHG UFSCRIFSI0:1 VAL MEiHOo : R USE C00£ : D �'dELLIL'G OCCOPARCY : SF SIL'CLE FhFiILY STYLE : W:NEHTIO:IAI. HBR STORIES : 1.00 GALL HESGHT . FOUNDATIO:! EXTERIOR WALL � 9, RICg-VE:�E¢R YR BOILT / EFP �—�vrTT carroxTxot� �AVEItAGE GR�OE C- �ESIG:1 FACTOR . 9ASEIfEIn AR6A : 1;0 BASE/.fCT ATTIC AREA : C� ATTIC FII! UPPER SiOAY ; 1;0 IRVFIt1 UPPER STORY : LO ROO:dS / 9�W15 / 2 EUL1. / HALF BATHS : 1/ 0 AOpL FI%: 2 FIREPLACE TYpE/ClIP: FIREPLACE OPOIIIPGS: 0 CHIt@lEY(S1: 1 AIR CO:IO PCP . SPAI[iKLER PCT 41EATII:G TYVB : F FORCEO klOY FIR L�ARKET FACSOR 4 CO'1PLETE : 1p0 �ESCRIFTIOtI : 1.0/S RFN,AAI(5 , a-CBa-__"______.__A96____.____� A20 1 A24 NA C30 C24 960 . I i i ' ! t -�25-Alt -a A90P 96 . --A10t 150 . i ♦ i ! fY� t -025 -i 300 C6 ♦----C18-+ Page: 2 SCALE IS 1:120 http://maps.haywoodnc.net/prc/871 1 20 1 5 99_Ltst 9/6/2011 Page l of 2 Piincedr o5 Sep 2011 - �� o xayvaoa Counb/ IIC Pxoperty Recora Card eage: 1 CAN� 1 OF 1 Ta¢ Yedi : 2011 oescription Taz oisericcs Parcel : B"l10-19-5981 1�1 SWIiOLINA Ltl F11 dOtlATHAN CREEK FIRE �IST -- - 08[lER ItIFOW.fATIOP --------------- I-------- PROPERTY FACTORS -------- I------ SALES ItlFORIATI0:1 "------- � I ACCT: 9662] CHITEA, GEOPFREY CHASE � Topcgraphy � Pate Sales Pxice Vltl Bk/Pg CHITCA, NLIA A � N qIGH � 06/21/96 30,000 Y 453/1439 1�1 SAIPOLII�A LI! � HAYl1HSVILLE, NC 2BPB6 � Land IAk[ Adj SCeee[s/Roads � I P PAVP� I --------- MISCELWI]EOUS INFOW.tATI@i -------------- I------ Ct]iRAtlCE IIIFORRATID:1 ------- �------- ioxmship : la uniie oaX � pate Type sovrce xppraiser � Address : lA SAtlTOLIIIA Lt! � 11/b/10 B MPG � Land Land Ose : � � 91dg Pbihood : 19ROp1 HHITE QA% RURAL � � To[ Appr Fiap : Btl� � � Oefei Class : R1 RfSIDEtIPIAL 1 � � pe[ Taxable xenarks: t]o RenarXs on file -- LANO pATA ""- N HTH TYPE 1 A HP H04ESITE PRSI-0ARY z p wo r�000�.uio To[dl Acres : 10.00 -- OUI6UILOICGS --- BL�Ck TYPE MiH oFSCRIPT}Ot] 2 STG P STORAGE @]IT ---------- V A L L£ S-------- SIZE PRICE GRA�E 'cA�S APPR �EFER SAX �.00 zzsm n,soo o n,soo 9.00 6,895 T-6o H9,90� 0 29�900 Land Totals 52,900 0 52,404 erin[ed: os see 2011 - by o CARD 1 OF 1 Paicel : 8]3049-5901 1'!1 SN]iOLItlh LII 0'.mei : 9662] CHI4EA, GEOFFREY CHAfiE VALIIE 5lP..^.ViRY -_________ ASSCSSEd NYZen[ � 52,900 52,400 . 325,500 325,540 . 3J�,900 J�9,940 0 0 , 3�9�900 3]1,900 YEAR EPF YR REFIARKS iC0'1P STORI¢5 AR£A GR➢ B�IbT OOILT C0:1� PHYS F[R1C ECOG 100 1.0 1 End of Page 1 Hayaood County t:C Pioperty Recoid CdYd ----------- BOILD211G �CSCRIFTI0:1 VIW HEiH00 : R OSE CVOE : p OiIELLl!]G OCCUPAL'CY : SF SIftGLE FAHILY STnE : CO:lTEHFORARY IIBR SiO4IE5 : 2.00 WALL �{EIGHS . FONIDATI0:1 : G CO`lP.VALL;CO3C➢LOCR EXTERIOR tlALL � LAP SIDIl.G �waao�/ NAR�Y PLN�K VR HUILT / EFF 9] C01lDIT20:1 GE GRAOE B �ESIG:! FACiOR . BASEHEt11' AREA : 850 �100 PCT FIl1) ATTIC AREA : t:0 ATTIC FIt! UPPER STOAY : I:0 @lFIt! OPPER STORY : t]O R00:15 / 60RFi5 / 3 £ULL / tW.F BATHS : 2/ 1 A�pL FIX: 2 FIREPLACE TYPE/CiP: FIRePLACE/P�O SiORY/2 FIAEPLACE OPEtlI1:G5: 1 CHINtlEY(S�: 2 AIR CON[] pCT . 9PRIt]KLOR PCP IIEATIt]G PYPE : P HF.AT P[P.dP IAARKET FACTOR ; m:iene�e : iao oescnzeTiori : z.a/s/e AHt1AR1:5 : SQUAREO AI]OITIO:I CARD 1 WIBOILOILG VAId1E �____"__F]6___� F6 ! + -F]OE28 -♦ -022a ! E11 D11 �11 F1! AA : OP ! F11 ]OB ! 242 -t----E28A36-�--�-C14a A8 CB �B12+: H91A1B i-A1•+ ! G19 FIA A30 i-+G14 96B IS ---I2a+--A50-S3a--� II1nD I6 I 210 S6 dl] a-----I30i-♦ S11 AA 540 iTt♦ Jq ! -aK29d29—� L12 Lll R12 K12 PGO ♦- zee ..nii+za-. H12 1�12 ti12 1 1112 I TA% VALOE eaa 800 Page: 2 SCAL6 IS 1:304 http://maps.haywooduc.uedprc/8710195781_Ltat 9/6/20l 1 NO SURV�Y Ii�QUIRED rORM PROJLCT INTORMATION Projec� No: STR. #430310 6i�BS No: r•.a. No. 17BP.14.R.81 Fedei•nl (USACE) Per�nil Rer�uired? Projecl7}ockiugNn, (lnlenrnlUaeJ IL 11-�g-�1�g .� I Cotauy.• Haywood Docuwenl: Minimum Criteria Sheet F+rndrng: � State ❑ Federal � Yes ❑ No Perun( Type: Natiomvide P�•oject Descriplimr: Low impnc� bridge replacemen! oJ Bridge No. 310 over Larire/ I3rancl: on SR1398 (Lnure! Brnncli Rd) u� Hrry�vood Co�n�ry, Nor�lli Carolinn. Tiie sh•uchu•e ivill be repinced in-pince ulilizing nn ofJ=site rlelom• d�u•irrg cortslruclion aclivrties. h9rnor drtch-lrrre rurpacrs m•e sc{reduled to occnr. The nrchneologicnl APLjor the projec! nrensm•es ISOJ! irt �vid[h (75f( lnlern//y fi•wn ench sitle oflhe SR1348 cenler-line) mrd 600j1 in leirglh (300J! fi�ou: ench brirlge enrf-pon�t). Tiiis projec( coirs[r[nles a stnle funded constrr+c[ion eJjorl. SUMMARY OT CULTUI2AL ]2�SOURC�S I2�VICW 6riejdesc�•ip[ion ojrevrew aclivities, resrdls oJrevietiv, nnrl co»clr�sions: A mnp review nnd site file search �vas conducted at the Office of Stnte Archaeology (OSA) on Tuesday, September 6, 2011. This work disclosed the location of no previously recorded archaeological sites sih�ated within the projecPs APE, directly ndjTcent to the APE, or within a roughly 10 mile radius of the project nrea. The majority of archaeological sites mapped on the Pines Creek topographic tnap maintained at ihe OSA o�ere loc�ted within the Hannon's Den Wildlife Managemen[ Area and recorded by the USPS in association �vith the survey of timbedlogging stnnds. Additionally, no existing National Register of Historic Pfaces (NItIIP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), or Swveyed Site (SS) properties are positioned within or proximal ro the defined archaeological APE. Topogr�phic maps, historic maps (NC Maps �vebsite), USDA soil survey maps (WoC, BsE), �rchaeologicaVhistorical reference materials, and aerial photogrnphs (Google, NCDOT) were utilizecUinspected to gauge environmental factors [hat may have contributed to hisloric or prehistoric settlement within the project litnits, and ro assess the level ofresidential, slope, hydrological, and other erosive-type distwbances that may have formerly impacted any potential resources contained within the project construction footprinL BirejLa�lanafio�i oJiv/ry dre mnilab(e iijorinalion provides n relrable 6«sisjor re�sonnG(ypredicling lhnt lhere m•e no unrdentifred l�isroi•ic prope�•lies br 117e APG: USDA soil survey maps of Haywood County illustrate that the majority of �he project area is characterized by (WoC) Whiteoak cobbly loam-8%to IS%slopes-srony. This soil type is described as a shongly sloping, very deep, well-drained soil in coves, toe slopes, and on benches of intermountain hills with stones and boulders scattered across the surfaces of these areas. The WoC type is bordered to the east and west by (BsE) Brasstown-Junaluska complex-30% [0 50% slopes. This datn, along with ropography of ihe project area, enforces low archaeological site probabiliry as most historic and prehistoric settlement is typically confined to land surfaces and slopes of less than 6%. Overall, Ihe sloping and bouldery land surfaces within the incised dale tha[ includes Laurel Branch and the project area does uot fit local or region�l settlement/subsistence systems as the location of significant occupations of na[ive or historic peoples "No Survep Rer�uired"fwnrJo�hGnor T�mirpmla/ion Projeus os Qrm/ifieAin Ihz ?007 Prog�nmmollt Agrzzmml. h'COOT Arrfinzolog� 8� Hislwic As.hilznurz G�oupc A review of local, county, end regional hisroric maps did not reveal any stnictures, features, or any other above-ground evidence of past historic occupation of the immediate APE. Due to the estremely restricted n3[ure of the project area, the diminutive chmacter of the proposed conshuction impacts, and the sloping and bouldery lend surfaces, the APE (as defined above) is unlikely to contain any significant NRIIP eligible archaeological or cultrual resowces. No further archaeobgical work is recommended for Ihis state-funded bridge repincement project (3 ] 0/Haywood) as proposed. SUPPORT DOCUM�NTATION See attached: � Mnp(s) � Previous Survey Info � Photos ❑ Photocopy of County Survey Notes FINDING BY NCDOT CULTiJRAL R�SOURC�S PROF�SSIONAL NO SURVF,Y REOUIRF,D' �� CJ"1,.-t= r/C�t/U Culhu�l Resources Specialist ❑Correspondence „A'o Sim�ey Required"/orn�/or M1}ivar 7Ynruponatron Prajeaii as OualifieAiu �he 100J Progmuimnric Agroemenr A'CDO"I Poehnzalogy 8� Hi�lwic Ar.hilenima Grm�pr 1 SW/ �� r'/ i�/ i��✓�r�-'� . '� L U�. � . B �Hy'a � / / l fr {� ,- � ... - . �o � �f��, �ti.. t � ��,�,�� _f�s1r(/(�J)��.-�Z<; � rt �, , ,�,�- �. ..�� _,� � -�"1�1��? �� ,,.,� > � , � � � � �� ° J�1 -' S .� ," , .,,\ 4,� ir. � �,\\�� Ji1\�\ ;� r / i�I �v J / �. � _ i �wo u �i �� -�. 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J ,/. .�� '�1 �v,=,�" ` � . / ��/� _ - '_� 1 �� J I �lj � .-.;�' ��?- �� I//i',I i ` .J �- yo � �L�i �@ -'��- !� � i �/I ( / t L/� � �/��1 � � /�! �'Yti ti� . � � � l��Uo°' �� - '� � � � ��` � �� '�l = � �� ' �if =m� �1 f-a, . �3QG1=� — - -J,I�.,i._ .� .-�.�.� � ,,-�,�: 1 , ,_ ;�1 .`�`e. . 35°37'30°- ,��g � � „?p . ,21 �..azoo00Feei ��22 57'30" �23 b3°00' i, ��,� Mapped and edited by Tennessee Valley Authority Carpenter,Kristi From: Sent: To: Cc: McHenry, David G Wednesday, March 30, 2016 9:28 AM Beckwith, Loretta A SAW Chapman, Amy; Carpenter,Kristi; Barnett, Kevin; Andrew Henderson (andrew_henderson@fws.gov); Chambers, Marla J; Deyton, Joshua B; DeWit, Benjamin J; Davis, Mark S Subject: NCDOT Nationwide 3 Application for Bridge No. 310 Replacement in Haywood County Attachments: NCDOT_Bridge 310_Haywood_NWP 3 Application Pkg.pdf; NCDOT_Bridge 310 _Haywood_Permit Plans.pdf Follow Up Flag: Flag Status: Follow up Flagged Please accept the attached application and plans for a Nationwide 3 Permit to replace Bridge No. 310 in Haywood County. Please advise if you need additional information or clarification for the application. Thank you for your assistance with this matter. 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 �,, � � 11 �1 � � 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. m 0 0 Q 0 � 0 v L i . � � � 1� � d` � � V C� U � O U See 5/�e� 1-A Por Index of S/�e�s See Sl�ef 1-B Far Conrentional Symbols CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 20 10 0 20 40 PLANS zo io 0 2o ao PROFILE (HORIZONTAI) DESIGN DATA ADT 2010 = 70 ADT 2034= 70 DHV = % D = 0 % T = 0 % ' V = 35 MPH • TTST = DUAL FUNC CLA55 = LOCAL RURAL SUBREGIONAL TIER ��["A�']E �IF N�][�7C1�[ �Ct�1��IL�I'�TA ��J�� 1��1'�'�f�i�� HA YWOOD CO U1�T Y LOCATIOlt': BRIDGE 1�70.310 ON SR 1348 OVER LAUREL BRAPICH TYPE OF WORK: GRADII�IG, PAVING, DRAl1VAGE, A1VD CULVERT \ �q0 B�SRS 2p�) � / / LPllft5RB348�H RD j � ip5R1398 � �__—__ __- � / / -L- %/� ' / _ _-- � � _ \ �` /= _ � ,-�� "- ._.� —_ / . � i � - BEGIN PROIECT PROJECT LEKGTH LENGTH ROADWAY PROJECT = 0.056 MILES LENGTH STRUCTURES PROJECT = 0.000 MILES TOTAL LENGTH PROJECT = 0.056 MILES NCDOT CONTACT: K. ZAK HAMIDI, PE DESIGN BUILD PROJECT ENGINEER � ��` /� � �.0� �� '�%i ��``` // �y�OeP�/ �.'", i� i � `'a�O°.' % i i : / , . END PiK�ed In�h 0//Iwt1� � LOUIS BERGER ID�1 Wade Avenue.SW�a 400 Raleigb, ROM1M1 Cxrolina 2]605 ❑canse I:o.: FA940 zmz sm.�.un srccrrrcanoss RIGHT OF IYAY DATE:I DEAN D. HATFIELD PE JUNE V,2014 vxohcrEcc�.�tx LETTING DATE: I R.D.ODELL PE JUNE 17, 2014 PRaiccr nes�cx cvcm�ccx �• DB14A-430310 � H]DRA[ILICS ENG7NEEA AOADI{'AY DES/GN ENGINLER PCRMII DRt�WiNG SI IEGT 1 Of- 5 0 6 4 Sq\ 2p�� \ f%ETLluVO/SURFACE VYATER PERMIT dIYG. �DEl:OlESIVGAC151>I SUfiACf WAiE4 �� E__OlES iEM➢OVA¢x IV.YACiS 1:1 FnO1Ki REFEAE:CE t:0. SHEEf NO. DBI4A-430310 4 R'.v SHftTPO. fOPDViAY OFSWN HIO?AWCS �:viuEEx er:cr,:eex INCODIPLE E PLANS m n c.a ros i. nwwmas PREUDIIN RY PLANS ro nor v=s m 0.EGISiES£0 E::G:H:ER REGISIf]£D E.GI`IFE f'CRMfI I-)I�AWIN�'� , 5 �-i �: �� % �' J � 1GOIY/aYAra:=Su2�e4W Rzgn�p. RG Y9FOS}12 Z O > `a a ° Sq\ 2p�� WETLANO/SURFACE VYATER PERIAIT OVYG. �DEI:OiES l'I]ARS 1!1 sur.race wniee PIl/TOTi oeumes ren�sovwe� i:�vnns u� vxaar F�erFnce r+o. OBI9A-4303/0 aw merr e:o. 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