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HomeMy WebLinkAbout20120334 Ver 1_401 Application_20120412oaOF W A7' 919 `= r O Y 20120334 Office Use Only Corps action ID no DWQ project no Form Version 13 Dec 10 2008 Page 1 of 11 `=' __n PCN Form — Version 1 3 Dec 2008 Pre - Construction Notification (PCN) Form Section A Applicant Information 1 Processing Awy 1 a Type(s) of approval sought from Corps —E section 404 Permit ❑ Section 10 Permit 1b Specify Nationwide Permit (NWP) number NWP 14 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corps? ® Yes Eric Alsmeyer ❑ No 1d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization le Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ® No 1f Is payment into a mitigation bank or in lieu fee program proposed for mitigation of impacts If so attach the acceptance letter from mitigation bank or in lieu fee program ❑ Yes ® No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2 Project Information 2a Name of project Butner / Granville County Spur of Hike & Bike Trail CMAQ 5114 2b County Granville County 2c Nearest municipality / town 1 5 miles east of Butner 2 5 miles west of Creedmoor 2d Subdivision name NA 2e NCDOT T I P or state project no NCDOT TIP # CMAQ C 5114 3 Owner Information 3a Name(s) on Recorded Deeds Granville County Goldsboro Properties LLC S Jones & R Aiken and Carefusion Manufacturing See attached list of parcels and ownership below 3b Deed Book and Page No See list below PCN page 11 3c Responsible Party (for LLC ) 3d Street address 3e Mailing Address 3f Telephone no MFq 3 3 9 Fax no D�NR and, w AL1Ty 3h Email address Page 1 of 11 `=' __n PCN Form — Version 1 3 Dec 2008 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ® Other specify Granville County 4b Name Scott Phillips Director 4c Business name Granville County Development Services 4d Street address 122 Williamsboro Street (mail P O Box 877) 4e City state zip Oxford NC 27565 4f Telephone no 919 603 1429 4g Fax ho - 919 693 6794 4h Email address scott phi Ilips @granvillecounty org 5 Agent/Consultant Information (if applicable) 5a Name Debra Ferm P E (Project Engineer & Agent for Permitting) 5b Business name WSP Sells Engineering 5c Street address 15401 Weston Parkway Suite 100 5d City state zip Cary NC 27513 5e Telephone no 919 678 0035 5f Fax no 919 678 0206 5g Email address Debra ferm @wspsells corn 5h Name Gerald Pottern (Environmental Consultant PCN prep) 51 Business name Robert J Goldstein & Associates Inc 5I Street address 1221 Corporation Pkwy suite 100 5k City state zip Raleigh NC 27610 51 Telephone no 919 872 1174 5m Fax no 919 872 9214 5n Email address Gpottern @RJGAcarolma com Section B Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) See attached parcel list below PCN page 11 1 b Site coordinates (in decimal degrees) East end at NC 56 Lat = 36 1402 Long= 78 7172 West end at Lyon Sta Lat = 36 1418 Long= 78 7251 1c Property size 4000 ft long x 20 ft average construction width = 1 84 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc) Ledge Creek unnamed tributary below Lake Rogers 2b Water Quality Classification of nearest receiving water Ledge Creek below Lake Rogers Dam = WS IV NSW 2c River basin Neuse DWQ 03 04 01 USGS 03020201 Page 2 of 11 PCN Form — Version 1 3 Dec 2008 3 Project Description 3a Describe the existing conditions on the site and general land use in the vicinity of the project at time of this application The 4 000 foot long trail corridor is located southeast of I 85 exit 191 between Butner and Creedmoor in southern Granville County It extends from East Lyon Station Rd southeastward following a powerlme right of way for 2 170 feet then turns northeastward following the east edge of Pond Dnve for 1 830 feet to its intersection with NC 56 The adjacent area north of the proposed trail contains commercial industnal and institutional development An apartment complex and a mobile home community are located southeast of Pond Drive and additional residential development is located northeast of NC 56 The adjacent land southwest of the powerlme is forested and industrial land A small unnamed stream flows southeastward into Ledge Creek roughly parallel to the powerlme segment of the project 3b List the total estimated acreage of all existing wetlands on the property The stream segment near the middle of the project has adjacent marsh and scrub /sapling wetlands mostly in the powerlme right of way RJG &A Environmental Consultants delineated portions of two wetlands (CA and CB) within 50 feet of the project corridor The area of wetland CA delineated is approximately 0 21 acre and the area of wetland CB delineated is approximately 0 20 acre The Granville County Soil Survey shows Chewacla loam mapped along the stream near these wetlands The wetlands may extend beyond the limits of RJG &A s field delineation (beyond the project construction impact area) 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property An unnamed tnbutary of Ledge Creek parallels the powerlme and is within 50 feet of the project construction corridor for approximately 900 feet between project stations 15 +00 to 22 +00 and stations 28 +50 to 30 +50 This stream is depicted on both the USGS Quad (Stem NC) and the Granville County Soil Survey The trail will cross this stream near station 20 +60 The Soil Survey also depicts a smaller tributary crossing the corridor near station 45 +00 along Pond Drive but this channel was piped and buried when Pond Drive was built and does not exist as an open channel in the project corridor 3d Explain the purpose of the proposed project The project will provide a safer walking and biking route between the residential areas to the south and east and the commercial and institutional destinations to the north and west This new trail combined with existing trails and sidewalks is expected to decrease the number of short automobile trips 3e Describe the overall project in detail including the type of equipment to be used The project includes construction of approximately 4 000 feet of new 10 foot wide greenway trail Beginning at East Lyon Station Rd the proposed trail extends southeastward for 2 170 feet mostly within a Progress Energy transmission line easement then turns northeastward and follows the edge of an existing street (Pond Drive) for 1 830 feet Cleanng construction and restoration methods vary based upon the location of greenway trail as described below Boardwalk trail (10 ft wide) will be installed along three trail segments totaling 385 feet at stream wetland and zone 1 buffer crossings Short boardwalk sections will also be used in a few areas as passive stormwater drainage devices in lieu of pipes to get drainage from the upstream side of the greenway to the downstream side The majority of the project will be asphalt paved trail with a 10 ft wide paved surface plus a 2 ft crushed stone shoulder on each side Side slopes will be 3H IV or flatter as recommended by DWQ Nearly all of the project corridor is non forested either within the mowed powerlme easement or along the mowed roadside One segment 210 ft long (station 18 +50 to 20 +60) extends into the upland forest adjacent to the powerlme easement in order to minimize wetland and zone 1 buffer impacts The only forested land where mechanical clearing is necessary is approximately 0 21 acre of upland pine/hardwood forest in this area The trail alignment and construction access have been selected to avoid and minimize impact to trees and wetlands and to provide as much separation as possible from streams and npanan buffers The construction corridor will be generally 25 feet wide to allow 10 feet for the trail plus 15 feet for temporary equipment access Tree protection fencing will be installed prior to cleanng to protect trees and other vegetation not scheduled for removal Because of the narrow construction corridor trees will be cut down first and then the stumps removed where necessary to install the asphalt surface greenway Where boardwalk is installed trees will be cut at ground level and stumps left in the ground All cleared material will be removed from site and no on site burning will be perrmtted Tree removal will be scheduled and Page 3 of 11 PCN Form — Version 1 3 Dec 2008 3e Describe the overall project in detail (continued) coordinated such that silt fence can be installed by the end of each work day to cover the area cleared that day By working in short segments and installing silt fence daily impacts to streams and wetlands related to sedimentation and erosion will be minimized As an added measure to protect wetlands the contractor will be required to use mats when crossing wetland areas No crossing of streams with clearing equipment is planned The contractor has access to both sides of all streams thus precluding the need to cross the stream with heavy equipment Silt fence or combination silt fence /tree protection fence will be placed between the work area and the adjacent stream or wetland area to keep sediment and equipment out of the stream and wetland area Much of the greenway will occupy the transmission line easement and a sanitary sewer easement both built prior to the Neuse Buffer Rules Following corridor clearing and staking for greenway construction the contractor will begin rough grading and building boardwalk where specified While the plans do not anticipate such underground utilities will be reinforced to support additional loads where needed Small bull dozers hydraulic excavators front end loaders dump trucks and sheep s foot type equipment will be used In installing the boardwalk it is anticipated the contractor will employ a small farm tractor with an auger connected to its power takeoff The auger will excavate a three foot diameter hole (7 1 sq ft) for each boardwalk footing where sonotube and reinforcing steel will be installed and then concrete poured to support the post All excavated material will be removed from the wetland area for disposal in uplands As the greenway subgrade approaches design elevation storm drainage pipe with outlet protection measures will be installed Rip rap used for energy dissipation downstream of pipes will be bedded on geotextile fabnc Crushed stone will be delivered to the site by dump trucks After partially spreading the stone during dumping a motor grader will further spread the stone along the proposed asphalt surface segments Vibratory compactors will compact the stone base to the required compaction then paving equipment will place the asphalt Once the surface is paved the 2 feet wide shoulders and slopes will be dressed and seeded Side slopes will be 3H IV or flatter as recommended by DWQ At stream and wetland crossings silt fence will be installed between the work area and the stream Soil will be excavated for boardwalk foundations and removed from the wetland area and the concrete foundations poured The remaining boardwalk construction will require no further ground disturbance For the timber boardwalk after the foundations are installed the contractor will cut timber posts to the design elevation and install support girders support beams decking and handrail system The contractor will collect all construction debris daily for disposal All erosion and sedimentation control measures will be regularly monitored at least weekly immediately before a forecasted storm event and immediately after a storm event exceeding 1/2 inch of rainfall within a 24 hour period Remediation measures will be employed to keep the erosion and sedimentation control measures performing as designed Restoration of the disturbed area will commence near the end of construction Following fine grading all disturbed areas not covered with new asphalt or boardwalk will be stabilized by seeding and mulching Erosion and sedimentation control measures will remain in working order until disturbed areas have been stabilized with new grass No fescue or other non native perennials will be seeded in wetland areas Town of Butner staff will maintain the greenways and take measures to mitigate any local erosion problems that may occur The 2 feet wide greenway shoulder will be mowed to preclude trees and other large vegetation In the forested area just west of the stream crossing the remainder of the temporary construction corridor beyond the trail shoulders will be left to regenerate in natural forest With the exception of periodic maintenance vehicles this greenway will not carry motor vehicle traffic Thus the greenway should not contribute to road runoff pollutants except for the minor hydrocarbons from the asphalt itself Boardwalk at the single stream and wetland crossing will mimmize impacts to flow aquatic life passage soil compaction and vegetation 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the ❑ Yes ® No ❑ Unknown Corps or State been requested or obtained for this property / project (including all prior phases) in the past? 4b If the Corps made the jurisdictional determination what type ❑ Preliminary ❑ Final of determination was made? 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company Name (if known) Christopher Hopper RJG &A RJG &A Environmental Consultants Page 4 of 11 PCN Form — Version 1 3 Dec 2008 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation Delineated by Chris Hopper of RJG &A in September 2010 Not yet ACE verified 1a Which sections were completed below for your project (check all that apply) 5 Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown 5b If yes explain in detail according to help file instructions 2c 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain Section C Proposed Impacts Inventory 1 Impacts Summary 1a Which sections were completed below for your project (check all that apply) ® Wetlands ® Streams tributaries ® Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted > NONE 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 other) (acres) Temporary T W1 ®P ❑ T 10 Boardwalk Alluvial ❑ Yes ® Corps 000482 scrub /marsh ® No ❑ DWQ W1 [—I P ®T Temp Construc Alluvial El Yes ® Corps 0 00927 Disturbance scrub /marsh ® No ❑ DWQ 2g Total wetland impacts 001409 2h Comments Boardwalk impact will permanently affect vegetation growth beneath but is not a loss of wetland 3 Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Perennial Type of jurisdiction Average Impact number Permanent Type of impact Stream name (PER) or (Corps 404 10 stream length (P) or Temporary (T) intermittent DWQ — non -404 width (linear (INT)? other) (feet) feet) S1 ❑ P ®T 10 Boardwalk UT Ledge Cr ® PER ❑ INT ® Corps ❑ DWQ 6 10 S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 10 3i Comments Footings for the boardwalk crossing over the stream will be in uplands or wetlands beyond the stream channel OHWM There will be no fill excavation or alteration of the channel other than vegetation removal on the stream banks Page 5 of 11 PCN Form — Version 1 3 Dec 2008 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 individually list all open water impacts 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 Temporary T 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 4f Total open water impacts None 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed the complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded number pond P1 P2 5f Total None 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 51 Size of pond watershed (acres) 5k Method of construction 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 any impacts require mitigation then you MUST fill out Section D of this form 6a ® Neuse El Tar Pamlico El Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number— Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) Stream name mitigation (square feet) (square feet) or Temp T required? B1 ®P ❑ T Boardwalk UT Ledge Cr ® Yes s 608 432 131 ®P ❑ T Paved Trail UT Ledge Cr ® Nos 0 2088 61 ❑ P ®T Construction UT Ledge Cr ® 840 3671 Disturbance No B2 ® P ❑ T Boardwalk UT Ledge Cr ® Nos 878 78 Page 6 of 11 PCN Form — Version 1 3 Dec 2008 B2 ®P ❑ T Paved Trail UT Ledge Cr ® Nos 0 584 B2 ❑ P ®T Construction Disturbance UT Ledge Cr ® Nos 1700 1464 B3 ®P ❑ T Boardwalk UT Ledge Cr ® Yes s 49 1252 B3 ❑ P ®T Construction Disturbance UT Ledge Cr ® Nos 448 2373 ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank a Name of Mitigation Bank NA b Credits Purchased (attach receipt and letter) �ype NA Quantity NA 6h Total buffer impacts 4523 11942 61 Comments No buffer mitigation required for greenway trails Zone 1 impacts minimized by use of boardwalk Section D Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The selected alignment is almost entirely within mowed nghts of way (utility lines and roadsides) The one location where forest clearing required is necessary to minimize stream wetland and zone 1 buffer impacts along the segment where the stream and wetland runs parallel under the powerlme The stream wetland and zone 1 buffer crossings will use boardwalk rather than asphalt to minimize fill and to avoid adding new impervious surface in these sensitive areas 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Erosion and sediment controls and tree protection fencing will be installed at the beginning of project construction Construction access will be from existing roads at both ends of the project and the existing dirt trail under the powerlme Concrete will be poured using sonotubes inserted in augered holes thus preventing the uncured concrete from releasing toxic substances into adjacent waters A non fescue seed mix will be used for stabilizing disturbed wetland areas following construction 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for ❑ Yes ® No impacts to Waters of the U S or Waters of the State? 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 this project? ❑ Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank a Name of Mitigation Bank NA b Credits Purchased (attach receipt and letter) �ype NA Quantity NA c Comments NA 4 Complete if Making a Payment to In lieu Fee Program a Approval letter from in lieu fee program is attached ❑ Yes Page 7 of 11 PCN Form — Version 1 3 Dec 2008 b Stream mitigation requested NA linear feet c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold d Buffer mitigation requested (DWQ only) NA square feet e Riparian wetland mitigation requested NA acres f Non riparian wetland mitigation requested NA acres g Coastal (tidal) wetland mitigation requested NA acres h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan NA 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 NA NA 3 (2 for Catawba) NA Zone 2 NA NA 15 NA 6f Total buffer mitigation required NA g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) h Comments Section E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1a Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ® Yes ❑ No 1 b If yes then is a diffuse flow plan included? If no explain why Pedestrian and bicycle trails do not generally require a diffuse flow plan However the project design includes appropriate measures for drainage and erosion prevention ❑ Yes ® No 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? NA % 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan explain why Pedestrian and bicycle trails do not generally require a stormwater management plan Page 8 of 11 PCN Form — Version 1 3 Dec 2008 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan 1 Environmental Documentation (DWQ Requirement) ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local governments jurisdiction is this project? Granville County (North Carolina) Environmental Policy Act (NEPA/SEPA)? ❑ Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed letter ) ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a Which of the following state implemented stormwater management programs apply ❑ ORW (check all that apply) ❑ Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Section F Supplementary Information 1 Environmental Documentation (DWQ Requirement) 1a Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? lb If you answered yes to the above does the project require preparation of an environmental document pursuant to the requirements of the National or State ® Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered yes to the above has the document review been finalized by the State Clearinghouse? (If so attach a copy of the NEPA or SEPA final approval letter ) Comments A NEPA Categoncal Exclusion document for this project was submitted to Yes No ® ❑ NCDOT and the Federal Highway Administration in January 2012 We are awaiting confirmation of NCDOT and FHWA approval of the document 2 Violations (DWQ Requirement) Page 9 of 11 PCN Form — Version 1 3 Dec 2008 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 the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) NA 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 project is intended to provide a safe alternative to automobile transportation for short trips in the project vicinity It will not induce urban growth or secondary and cumulative impacts 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from the proposed project or available capacity of the subject facility This project will not generate sanitary wastewater 5 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 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? US FWS and NC NHP websites list three federally endangered species in Granville County Dwarf Wedgemussel Harperella and Smooth Coneflower The Ledge Creek tributary in the project area is apparently too small to provide suitable habitat for Dwarf Wedgemussel and there is no record of this mussel in Ledge Creek or other Falls Lake (Neuse basin) tributaries in Granville Durham or Wake counties The stream in the project area is also apparently too small to provide suitable habitat for Harperella which occurs on rocky islands or gravel bars in larger streams and rivers including the Tar River near Oxford Based on lack of suitable habitat and lack of any nearby records neither of these stream dwelling species will be affected by the project Smooth Coneflower occurs in glades or prairie like natural communities with an open or thinly wooded canopy and can also occur along scrubby road embankments and powerline rights of way There are several known occurrences of Smooth Coneflower in the Butner Creedmoor vicinity mainly on soils mapped as Enon Iredell and Picture soil senes RJG &A biologist Christopher Hopper searched the project corridor (especially the powerline) for Smooth Coneflower during September 2010 when this plant should be readily identifiable and did not find any specimen Soils in the project corridor are mostly mapped as Creedmoor and Chewacla series which are not soils likely to support Smooth Coneflower Based on our field survey and the lack of mapped suitable soils we conclude the project will not affect Smooth Coneflower 6 Essential Fish Habitat (Corps Requirement) Page 10 of 11 PCN Form — Version 1 3 Dec 2008 6a Will this 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? NC DMF and NC WRC Ledge Creek and its tributaries are not designated essential fish habitat 7 Historic 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 cultural preservation ❑ Yes ® No status (e g National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? RJG &A submitted a scopmg letter and project map to the State Historic Preservation Office (SHPO) which conducted a review of the project and determined that no known historic resources would be affected by the project and did not recommend any further cultural resources survey work SHPO s response letter (11 Dec 2011) is attached 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA designated 100 year floodplam? ❑ Yes ® No 8b If yes explain how project meets FEMA requirements 8c What source(s) did you use to make the floodplain determination? NC Floodplam Mapping Information System Granville County map panel 0886 The upper limit of the FEMA mapped floodplam on Ledge Creek is approximately 6 000 feet downstream of the project area Debra Fenn P E 04 �4 ,-- 30 March 2012 Applicant/Agents Printed Name Applicant/Agents Signature Date (Agent s signature is valid only if an authorization letter from the applicant is provided List of Parcels Along the Project Corridor. See Attached Granville Countv Parcel Man 1) Carefuston Manufacturing Parcel Record #14703 DB 1214/114 PB 8/107 7000 Cardinal Place Dublin OH 43017 (614) 766 5726 2) Seby B Jones & Rufus T Aiken Parcel Record #14703 DB 217/325 PO Box 19067 Raleigh NC 27619 (919) 528 0073 3) Goldsboro Properties Parcel Records #24676 and 24677 DB 770/752 PO Box 1766 Greenville NC 27835 1766 4) Granville County Parcel Record #9393 DB 768/50 122 Williamsboro Street Oxford NC 27565 (919) 603 1326 Adjacent Parcels Not Directly Affected 5) Altec Industries Parcel Record #8607 DB 768/50 PB 22/95 6) Altec Industries Parcel Record #15932 DB 616/783 PB 9/105 7) Hockaday David & Susan Parcel Records #20561 and 25952 DB 567/761 PB 667/687 8) Mitchell Eden R Parcel Record #16949 DB 1279/111 Page 11 of 11 PCN Form — Version 1 3 Dec 2008 tI OF COUNTY OF GRANWELE, NORTH CAROLINA rrA6 `,t! 122 Willlamsboro Street o Post Office Box 877. Oxford North Carolina 27565 rfi% Granville County Development Services Planning(919)603 -1331 Inspections (919) 603 1326 Construction Administration (919) 603 -1425 Fax(919)693 -6794 October 19 2011 NCDENR - Division of Water Quality Wetland / 401 Unit 2321 Crabtree Blvd Ste 250 Raleigh NC 27604 Re Authorized Agent for PCN Application To Whom It May Concern This letter authorizes WSP Sells (consultant) to act as authorized agents of The County of Granville in submitting a PCN application for the Granville County Greenway CMAQ C 5114 In Granville County NC This letter authorizes the Consultant to sign and submit a PCN for the proposed project with the intent of securing Clean Water Act Section 404/401 and Riparian Buffer Authorization from the US Army Corp of Engineers and NC Division of Water Quality Should you have questions please contact me at 919 603 1425 or via email at scott phillipsQgranvillecounty org Si rely Scott Phillips Director Granville County Development Services cc Project File Mr Ralph Troutman WSP Sells North Carolina Department of Cultural Resources State Historic Preservation Office Ramona V Bartos Administrator Beverly Eaves Pe d e Go emo Linda A Ca lisle Secretary J ff ey J C ow Deputy S t ry December 6 2011 Gerald Pottern Robert J Goldstein and Associates Inc 1221 Corporation Parkway Suite 100 Raleigh NC 27610 Office of Archives and Hist ry Division of Historic 1 Reso rces David B ook Di e for Re Butner Hike and Bike Trail Spur NCDOT CMAQ C 5114 Granville County ER 11 2217 Dear Mr Pottern Thank you for your letter of November 9 2011 concerning the above project We have conducted a review of the project and are aware of no historic resources which would be affected by the project Therefore we have no comment on the project as proposed The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation s Regulations for Compliance with Section 106 codified at 36 CFR Part 800 Thank you for your cooperation and consideration If you have questions concerning the above comment please contact Renee Gledhill Earley environmental review coordinator at 919 807 6579 In all future communication concerning this project please cite the above referenced tracking number Sincerely (1� WdUL&&� �Vltamona M Bartos Lo n n 109 Ea t Jo Sir t Raleigh NC 27601 Mailing Addr 4617 Mail S n C t Ral gh NC 27699 4617 T I ph n /Fax (919) 807 6570/807 6599 1( USGS Topographic Quadrangle, Stem NC. 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