The URL can be used to link to this page

Home My WebLink About20120202 Ver 1_401 Application_20120212STEWART February 23 2012 Mr Jamie Sherri US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest North Carolina 27587 Division of Water Quality (5 Copies) 401 /Wetlands Unit 1650 Mail Service Center Raleigh NC 27699 1650 www t w it g T 20120202 FEB 2 3 2012 W€4MDS AND STORMWATER6RANCH Subject PCN for Crabtree Creek Greenway Trai z A& Sirs The City of Raleigh is submitting a PCN for the above referenced project The Crabtree Creek trail generally follows Crabtree Creek from MAburrne Road to Anderson Point Park Several sections of trail will be located in previously disturbed sewer easement areas The construction of the trail will involve grading subgrade preparation paving drainage and erosion control The section of trail from the beginning to the first crossing of Crabtree Creek parallels the City of Raleigh Public Works Crabtree Interceptor Project Information relating to the interceptor project is shown on the plans for information only The interceptor project is a separately permitted project Please find the attached 1 Pre Construction Notification (PCN) form (5 copies) 2 Check for $570 00 3 2 Full size plan sets with 1/2 size cross sections 4 3 Half size plan sets with 1/2 size cross sections 5 1 CD containing pdf of plans 6 2 Binders contining the following a USGS map with project b Soil map with project c Stream and wetland determination forms d Natural system reports e Resource agency letters f Culvert calculations g Ditch calculations It is our sincere hope that we can work with you to resolve any issues that arise during your review Please contact me (mtaylor @stewart eng com or 919 380 8750) if you have any questions or require further detail :9a STEWART ENGINEERING, INC Michael Taylor PE Project Engineer ENGINEERING INNOVATION SOLUTIONS T 421 FAYETTEVILLE STREET RALEIGH NC T 919 380 8750 SUITE 400 27601 F 919 380 8752 -A O�ot W A TF9OG 20120202 Office Use Only Corps action ID no DWQ project no 100525 Form Version 14 January 2009 Page 1 of 13 PCN Form — Version 1 4 January 2009 Pre - Construction Notification PCN Form A Apphcant Information 1 Processing la Type(s) of approval sought from the Corps ®Section 404 Permit El Section 10 Permit 1b Specify Nationwide Permit (NWP) number 23 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ® Non404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization 1 e 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 Crabtree Creek Greenway Trail 2b County Wake 2c Nearest municipality / town Raleigh D 2d Subdivision name N/A 2e NCDOT only T I P or state project no N/A 2 3 2012 3 Owner Information VENR WATER QUALITY WETLANDS AND STORMWAMR BRANCH 3a Name(s) on Recorded Deed Multiple Please see attached 3b Deed Book and Page No Multiple Please see attached 3c Responsible Party (for LLC if applicable) Vic Lebsock City of Raleigh 3d Street address 222 West Hargett St Suite 601 3e City state zip Raleigh NC 27601 3f Telephone no 919 996 -4786 3g Fax no 919 996 7486 3h Email address victor lebsock @ci raleigh nc us Page 1 of 13 PCN Form — Version 1 4 January 2009 4 Applicant Information (if different from owner) 4a Applicant is ® Agent ❑ Other specify 4b Name Victor Lebsock 4c Business name (if applicable) City of Raleigh Parks and Recreation Department 4d Street address 222 West Hargett St Suite 601 4e City state zip Raleigh NC 27601 4f Telephone no 919 996 -4786 4g Fax no 919 996 7486 4h Email address victor lebsock @a raleigh nc us 5 Agent/Consultant Information (if applicable) 5a Name Iona Thomas AICP 5b Business name (if applicable) Stewart Engineering Inc 5c Street address 421 Fayetteville Ste 400 5d City state zip Raleigh NC 27601 5e Telephone no 919 866 -4762 5f Fax no 919 380 8752 5g Email address ithomas @stewart-eng com B Project Information and Prior Project History 7 Property Identification 1a Property identification no (tax PIN or parcel ID) Multiple see attached 1 b Site coordinates (in decimal degrees) Latitude Longitude (35 787924) (78 590730) 1c Property size Multiple Parcels = 669 06 AC 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to proposed project Crabtree Creek 2b Water Quality Classification of nearest receiving water WS IV 2c River basin Neuse Page 2 of 13 PCN Form — Version 1 4 January 2009 3 Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application Site conditions are currently floodplain with forest and some utility easements for power and sewer lines In the vicinity of the project land use is mixed between residential and commercial The City of Raleigh has acquired land and easements the length of the corridor 3b List the total estimated acreage of all existing wetlands on the property 3 373 AC (multiple parcels) 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 3 225 LF of Perennial Streams 0 LF of Intermittent Streams and 21 341 LF of Crabtree Creek (multiple parcels) 3d Explain the purpose of the proposed project Crabtree Creek Greenway Trail will connect the existing Buckeye Trail to the existing Anderson Point Park at the confluence of Crabtree Creek and the Neuse River By connecting to Anderson Point Park this greenway trail will add to the proposed Neuse River Trail network that is currently under construction The Neuse River Trail network is comprised of the Upper Neuse Trail which is a completed 8 mile section of trail traversing the area from Falls Dam to the soccer complex near Perry Creek Road The southern section of the Neuse River Trail network is currently under construction and will continue south following the Neuse River to the Wake /Johnston County Line where it will connect to the Johnston County Greenway system In addition to acting as a link in the Mountains to Sea Trail locally the trail will connect recreational residential and commercial nodes providing an alternative mode of transportation and increasing recreational opportunities This project is also part of the City of Raleigh s efforts to protect water quality and increase riparian buffer areas in the Neuse Watershed The project includes property and easement acquisition that places approximately 7 4 acres into greenway conservation The project increases the Crabtree Creek Buffers from 50 feet up to hundreds of feet The City of Raleigh conservation effort is important to the health of Crabtree Creek given the heavy development that parallels and drains into this section of the Neuse River watershed The length of the project is 3 37 miles 3e Describe the overall project in detail including the type of equipment to be used The project involves construction of new 10 wide asphalt paved trail boardwalk in wetland and narrow stream locations as well as bridges over tributaries and Crabtree Creek Boardwalk is used to prevent impacts to jurisdictional wetlands and avoid jurisdictional stream impacts Where stream crossings are necessary but boardwalk cannot span the top of banks short tributary bridges are used to prevent piping the channel and maintain the existing topography and flow for the surrounding habitat There are three bridges that cross Crabtree Creek and one bridge over stream S$ a tributary to Crabtree Creek The City of Raleigh is administering the project and will oversee the construction The contractor selected for the project will determine the equipment used on the project However trail contractors generally use small paving machines and earth moving equipment which has lower impacts to the project area than traditional highway construction equipment Multiple construction entrances have been identified to minimize trip distances of equipment Nationwide Permit 23 General Conditions will be included in construction documents to direct contractor operations in and around wetlands 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No El Unknown project (including all prior phases) in the past? Comments 4b If the Corps made the jurisdictional determination what type ® preliminary ❑ Final of determination was made? Agency /Consultant Company 4c If yes who delineated the jurisdictional areas? Environmental Services Inc Name (if known) Gail Tyner 524 S New Hope Road Raleigh NC Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation The Corps reviewed a Jurisdictional Packet February 2009 and declined a field review DWQ reviewed the Neuse River Buffer Applicability March 24 2009 Page 3 of 13 PCN Form — Version 1 4 January 2009 5 Project History 5a Have permits or certifications been requested or obtained for this project (including all pnor phases) in the past? ❑ Yes ® No ❑ Unknown 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 This project connects the existing Buckeye Trail running west to east along Crabtree Creek to the existing Anderson Point Park that is at the confluence of Crabtree Creek and the Neuse River Page 4 of 13 PCN Form — Version 1 4 January 2009 C Proposed Impacts Inventory 1 2 3 Impacts Summary la Which sections were completed below for your project (check all that apply) ® Wetlands ® Streams tributaries ® Buffers ❑ Open Waters ❑ Pond Construction Page 4 of 13 PCN Form — Version 1 4 January 2009 4 5 6 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Permanent Temporary Wetland impact Type of jurisdiction Area of impact Impacts number — Type of impact Type of wetland Forested (Corps 404 10 (acres) Permanent (P) or (if known) DWQ —non 404 other) Temporary T W21 ® P ❑ T Construction Fill PFO ® Yes ® Corps 025 for Asphalt Trail ❑ No ❑ DWQ WG7 ® P ❑ T Clearing for PFO ® Yes ® Corps 011 Hydrology Model ❑ No ❑ DWQ WG6 ®P ❑ T Construction Fill PFO ® Yes ® Corps 001 for Culvert ❑ No ❑ DWQ WG4 [3 P ® T Temporary Fill for Construction PFO Yes ® Corps 020 Access ❑ No DWQ WG1 P E:1 T ® Construction FIII PFO ® Yes ® Corps 026 for Asphalt Trail ❑ No ❑ DWQ 2g Total wetland impacts 057 026 2h Comments Total Impacts = 0 083 AC 7 8 9 Stream Impacts If there are perennial or intermittent stream impacts (including temporary Impacts) proposed on the site then complete this question for all stream sites Impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial or Type of Average Permanent Temporary number Permanent intermittent? jurisdiction stream Impact length Impact Length (P) or Temporary width (T) Install Temp SG8 ❑ P ® T Pipe for Construction UT to Crabtree ® PER ❑ INT ® Corps ❑ DWQ 6-8 0 32 LF Access Install Temp SG5 ❑ P ® T Pipe for UT to Crabtree ® PER ® Corps 2 0 40 LF Construction ❑ INT ❑ DWQ Access Install Temp SG4 ❑ P ® T Pipe for Construction UT to Crabtree ® PER ❑ INT ® Corps ❑ DWQ 3-4 0 36 LF Access SG2 ® P ❑ T 32LF 24 HDPE UT to Crabtree ® PER ❑ INT ® Corps ❑ DWQ 3 32 LF 0 Install Temp SG1 ❑ P ®T Pipe for UT to Crabtree ® PER ® Corps 6 0 32 LF Construction ❑ INT ❑ DWQ Access 3h Total stream and tributary impacts 32 LF 140 LF 31 Comments Temporary stream Impacts associated with temporary access issues Include Installation of temporary pipe for construction equipment crossing The contractor will be Instructed to follow NW14 procedures for temporary structures This NWP also authorizes temporary structures fills and work necessary to construct the linear transportation project Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable when temporary structures work and discharges including cofferdams are necessary for construction activities access ills or dewatenng o construction sites Temporaryfills must consist of Page 5 of 13 PCN Form — Version 1 4 January 2009 10 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 Open water impact number— Permanent (P) or Temporary T materials and be placed in a manner that will not be eroded by expected high flows 4c Type of impact 4d Water body type Temporary falls must be removed in their entirety and the affected areas returned to pre 01 ❑P ❑T construction elevations The areas affected by temporary falls must be revegetated as appropriate USACE Corps representatives have also directed the City that a woven separator fabric be 03 ❑P ❑T used beneath any and all temporary fall The purpose being to aid in the removal of temporary fall and ensure the area is returned to pre construction elevations and conditions 04 ❑P ❑T Winning bidder is to coordinate all temporary structures with the owner/ construction administrator prior to construction 10 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 Open water impact number— Permanent (P) or Temporary T 4b Name of water body (if applicable) 4c Type of impact 4d Water body type 4e Area of impact (acres) 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 4g Comments There are no Open Water impacts 11 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a Pond ID number 5b Proposed use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments There are no Pond or Lake impacts 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 Page 6 of 13 PCN Form — Version 1 4 January 2009 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 ❑ Tar Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) for Stream name mitigation (square feet) (square feet) or Temporary T impact required? 61 ® P ❑ T Cut/Fill Crabtree Creek ® No 0 1 086 B2 SPOT Cut/Fill Crabtree Creek ® Yes s 7 017 0 B3 ® P ❑ T Cut/Fill Crabtree Creek ®Nos 0 4 921 B4 SPOT Cut/Fill Crabtree Creek ®Nos 1 779 1 658 B5 ®P ❑ T Cut/Fill Crabtree Creek ® Nos 15 309 33154 B6 ®P ❑ T Cut/Fill Crabtree Creek ® Yes s 3 457 0 B7 ® P ❑ T Cut/Fill Crabtree Creek ® Nos 1 437 0 B8 ® P ❑ T Cut/Fill Crabtree Creek ® No 2 505 1 934 B9 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 2 250 1 765 B10 ®P [IT Cut/Fill Crabtree Creek ® Yes s 20 2 431 B12 ® P ❑ T Cut/Fill Crabtree Creek ® Nos 0 96 B13 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 153 2 266 B14 ® P ❑ T Cut/Fill Unnamed Tributary to El Nos 3 529 3 912 Crabtree Creek ® B15 ® P ❑ T Cut/Fill Unnamed Tributary to EI Nos 2026 1 422 Crabtree Creek ® B16 ® P ❑ T Cut/Fill Unnamed Tributary to ® 2 486 1937 Crabtree Creek No B17 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 1 901 1 644 B18 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 2 743 1 690 B19 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 0 2 308 B20 ® P ❑ T Cut/Fill Crabtree Creek ® Nos 0 34 386 B21 ® P [IT Cut/Fill Crabtree Creek ® Nos 4171 0 B22 ® P ❑ T Cut/Fill Crabtree Creek ®Nos 2 680 0 Page 7 of 13 PCN Form — Version 1 4 January 2009 B23 ® P ❑ T Cut/Fill Crabtree Creek No 2 284 0 B24 ® P ❑ T Cut/Fill Crabtree Creek ® Nos 0 85 B25 ® P ❑ T Cut/Fill Unnamed Tributary to Crabtree Creek ® No 3103 952 B26 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 0 866 B27 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 0 359 B28 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 0 663 B29 ® P ❑ T Cut/Fill Crabtree Creek ® Nos 3 821 10 021 B30 ® P ❑ T Cut/Fill Crabtree Creek ® No 3 552 1 842 B31 ® P ❑ T Cut/Fill Crabtree Creek ® Yes s 2 887 1 867 6h Total buffer impacts 69 110 113 265 61 Comments Greenway trails are an allowable use within buffer zones The trail is specifically designed to provide sheet flow throughout the entire length of the project to meet DWQ Diffuse Flow Buffer Rules Culverts are designed to only allow flow for which is naturally conveyed through existing draws in the land There is no post construction increase in flow at the discharge of culverts due to the sheet flow conditions of the proposed trail D Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Corridor Realignment The horizontal alignment has been adjusted to avoid or minimize impacts to wetlands streams and buffers as much as possible Where these resources can be avoid they have been Stream Crossing Location — At each stream crossing a detail analysis was performed to identify the best crossing spot This includes crossing at the most narrow point crossing perpendicular to the stream and crossing away from parallel streams Boardwalk over Wetlands — The City of Raleigh has a policy of using boardwalk to cross all jurisdictional wetlands throughout their greenway network While this is a costly policy from both a construction and maintenance perspective the City is committed to preserving wetland function Wetland WG1 has been crossed with boardwalk to avoid placement of fill in the wetlands Bridges /Boardwalk Rather than Pipe — Bridges are used throughout the project in locations where pipe sizes or drainage areas are too large While double or triple barrel culverts could work in these locations the City has chosen to use bridges to reduce stream impacts Streams SG1 SG4 SG5 and SG8 have all been spanned using boardwalk or bridge in order to avoid filling and piping of the tributaries to Crabtree Creek Minimizing Grading The trail itself matches existing grade to minimize the amount of fill and reducing the overall footprint of the project and thus the impacts to jurisdictional waters Minimize Clearing — A large percentage of the trail will be located within a cleared sewer easement The location of the trail within this cleared and maintained easement reduces the need for additional clearing in sensitive riparian areas Erosion Control Silt Fence has been applied along fill slopes and upstream of all wetlands and streams Combination Tree Protection and Silt Fence is utilized to demarcate all Buffer Zones to maximize protection and Page 8 of 13 PCN Form — Version 14 January 2009 environmental awareness of the contractor during construction 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques The contractor shall be responsible for minimizing the impacts through construction techniques However the bid specification will call for hand clearing where possible use of construction mats in sensitive areas small paving machines and generally low impact machines to be used on the project in sensitive areas Multiple construction entrances have been provided to minimize trip distances of heavy equipment Nationwide 23 General Conditions will be included in construction specifications 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State ❑ Yes ® No 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes which mitigation option will be used for this project ❑ Mitigation bank El Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments 4 Complete if Making a Payment to In lieu Fee Program 4a Approval letter from in lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan 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 buffer mitigation? ❑ Yes ® No 6b 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 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 where there are existing natural draws The flow is not increased at these discharge ❑ Yes ® No 3 (2 for Catawba) Zone 2 -71 trail and be of an adequately diffuse flow 15 6f Total buffer mitigation required 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to pnvate mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) 6h Comments E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan la Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b If yes then is a diffuse flow plan included? If no explain why Comments The runoff directed into the Riparian Buffers occurs at culverts where there are existing natural draws The flow is not increased at these discharge ❑ Yes ® No points All outlets of these culverts have been provided with NCDOT standard sized rip rap velocity dissipater pads All other runoff shall sheet flow across the trail and be of an adequately diffuse flow Page 10 of 13 PCN Form — Version 1 4 January 2009 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 0 711 % 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan ❑ 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? City of Raleigh ❑ Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ 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 Page 11 of 13 PCN Form — Version 1 4 January 2009 F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la 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)? 1 c if you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval ❑ Yes ® No letter ) Comments Programmatic Categorical Exclusion approved by NCDOT FHWA 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 the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will 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 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 N/A Page 12 of 13 PCN Form — Version 1 4 January 2009 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? ESI Inc reviewed the NHP database and conducted habitat evaluations See attached USFW letter 6 Essential Fish Habitat (Corps Requirement) 6a Will this protect occur in or near an area designated as essential fish habitat? ❑ Yes 0 N 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NCDOT Website — Index By County of Water Bodies 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? ESI Inc coordinated with SHPO and the site was approved 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA designated 100 year floodplain? ® Yes ❑ No 8b If yes explain how project meets FEMA requirements For trails no fill will be placed within the floodway or floodplain The project has been coordinated with the Local Floodplain Administrators and NC Floodplain Mapping For bridges that cross Crabtree Creek and its tributaries within detailed study areas CLOMRs or No Rise Certifications have been submitted reviewed comments incorporated and approval is expected soon 8c What source(s) did you use to make the floodplain determination? NC Floodmaps Victor Lebsock 2/23/2012 Applicant/Agent s Printed Name Date Applicant/Agent sSignature (Agents signature is valid only if an authorization letter from the applicant is provided Page 13 of 13 PCN Form — Version 1 4 January 2009 PP.OI.eEfEREN(E NO, HE NO. X9001 X•I 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 05 2.0% — WOW "w MONO — MUM x189.54 0000 ��' 181.P9 ooe 0000 0000 2.00 wow aloo MONO ow opom nom Noon Mm i 189.69 i i i i wow -- - - -- - ----' �— I---- 119.49 000 000 0000 0000 200 20 05 2.0% am,_ Novo 0000 wow 000 000 Mum mmon moon own Oman 189.46 i 1 i i 000 000 000 000 i 000 000 0*0 — mow mow �IBLS9 xi L) —I X� 35 30 25 2 Z 15 10 5 0 5 10 15 2 Z 25 3 Z 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 PROI, REFERENCE N0, HE N0. H9001 X -2 PROI, REFERENCE N0, HE N0. H9001 X -3 PROI, REFERENCE N0, HE N0. H9001 X -4 PROI, REFERENCE N0, HE N0. H9001 X -5 PROI, REFERENCE N0, HE N0. H9001 N -6 PROI, REFERENCE N0, HE N0. H9001 X -1 PROI, REFERENCE N0, HE N0. H9001 X -8 N N N PP.OI.eEfEREN(E NO, HE NO. X9001 X -9 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 2. t.. 2.0% 0.0% wow W"m amm Ono Now m" WON =am woo m M� V9.61 119.94 ooe 0000 00.0 Wo' 2.0 °6 5.6% -- - - -- -- 2.0% 1.0% J �� 'a" now= W"l 000 /179.86 - - - - -- 179.94 � - -- 180.66 �i� 178-23 1.1% 2.0% 1- � 179.98 180.11 ti) ---- - --'�- � i -" - - - - - -- 118.31 176.94 / 3.3% 2,0% 5.7% woo wow "No now am wow Oro woo woo - MOEN Novo 180.50 180.56 - mom -- ------ - - - - -- � X118.91 118.99 4,1% 2.0% 6.0% 000 osom moon woo woo omw wow Nam 000 000 000 000 0". �.� . 180-50 180.59 _ 2.0% 4.4% ---- - - --., mow moo mmu ww" 119.08 119.05 2.0% 0.0% mom - -- zo� asQa _ � - -"'iao.6a - ,ray -- -- - - - -.. mo r - - - - -- --"� 923 119.35 118.11 � 35 30 25 2 Z 15 1 Z 5 0 5 10 15 20 25 3 Z 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 -I PP.OI.eEfEREN(E NO, HE NO. X9001 X•10 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 M 20 205 20 205 205 195 200 i90 2.0% low omw ow 2.o% � 174.11 0.32 �75 H H 205 205 205 200 200 / 05 i 2.0 °b / 2.0%. � NEON= mom- �i 119.53 //11114 �� 75 175 OE X� 35 30 25 2 Z 15 1 Z 5 0 5 10 15 20 25 3 Z 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 PP.OI.eEfEREN(E NO, HE NO. X9001 X•11 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 205 20 200 200 200 20 195 � x/193.58 i 1.0% MOW 7.9% 1.0°x_ 'Iwo 000 NOON 180.68 174.11 / 195 P.0% � 2.U% � ............ ............... W.. 0-ow 0000 Oman _J wo. 0 /Mmo 174.11 174.11 OE X� 35 30 25 2 Z 15 10 5 0 5 10 15 2 Z 25 K 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 -I PROI, REFERENCE N0, HE N0. H9001 X -12 PP.OI.eEfEREN(E NO, HE NO. X9001 M•13 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 2.0 °% ----------- 6: 000 on, oNow 000 0050 olow 000 mano MOWN -- _- - - - - --- ' 179.48 118.19 _ --'� �75 75 000 ooppi� 5 0000 000 000 000 000 woo 0000 2.0% 0.7% / 000 000 000 000 1.3% 000 000 � 31 — 181.94 3� 000 - - -- 180.95 ,,,, ,— 000 SEEM Z� I' �� 179-16 118.05 �75 75 ..J 75 ��/ 2.0% 0.7% 000 000 000 000 000 2.0 °m 0.1°M �// 6:1 ---rvopw 000 - - -- 4�pwww b'J — - - - - -. —'� — � = — - - - --- 181-76 0.0 � 180.11 � �� ,._,\� 180-11 178-71 / 0000 000 0000 2.0% 0.0% 000 000 000 000 000 0000 000 000 000 so 2.0% 0.0% 000 �i 6.1 000 61 �—` � - - - - -' 180.46 - - - -- =_��' 180.53 181.46 mono moso now" woom � ---- \ 178.61 f 2.0% 3-� 000 000 000 000, woo losom MONO woo mono 2.0% 6u: MR" Ift"m 6 '11 1 M. pool .0. www� oppo oppo 000 0000 ooe woo opow Woo mom No SOME 181.61 119.12 178,93 MONO .�� I 19.P1 T 0000 0000 xi L) —I OE X� 35 30 25 2 Z 15 1 Z 5 0 5 10 15 20 25 3 Z 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 PP.OI.eEfEREN(E NO, HE NO. X9001 M•14 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 000 000 00 E 2.0% 2.0% 000 goo 000 000 000 000 b'� ................. .................. — 182.63 Wel::; �'' - - -- 180.60 ONE woo 0000 0000 0000 00000 0000 �75 0000 0000 _75000 i.o% 2.0% �� 0000 6:1 - - -- -'182.45 moo woo woo Now ma 180.54 --- - - /� 2.0% 000 / 000 000 000 ooE 175 �75 A.1 - - --'� _- --- 182.64 �r 180.14 J �75 190 i90 7 �50000 00000000 000010 000 0000 2.0% 2.0% 0000 0000 6.1 - - -- --v000 _. 000 - -- - - - 182.51 000 000 180.68 2.0 °b 1.0% ___ - -' moo oom Ems now= �i 180.14 �25000 i r �75 7 �25000 �90 �90 00000000 000 000 000 E 2.0% 2.0% 000 000 000 000 000 2.0% 2.0% 000 000 000 soon 00 000 000 000" / - -- - - -- 182.29 , --- - 180.99 - -- � 180.65 �� 75 175 175 7 �00000 xi L) J� —I X� 3 5 30 2 5 2 Z 15 10 5 0 5 10 15 2 Z 2 5 3 Z 3 5 3 5 3 Z 2 5 2 Z 15 1 Z 5 0 5 1 Z 15 20 2 5 30 3 5 PROI, REFERENCE N0, HE N0. H9001 X -15 PROI, REFERENCE N0, HE N0. H9001 H -16 PP.OI.eEfEREN(E NO, HE NO. X9001 M•11 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 K 35 0.0 000 000 mom no= mom 2.0% 0000 0000 � 185.88 000 000 000 0.01 000 /179.97 N%I. S% .00 0000 0000 000, �75 75 i90 i90 oo� A to 188.17 000 --ft 00' mom as 2.0% 0000' i q;1 ooe 000 — 240% ��185.80 // �� - - -- 180.00 /''' 3� ......... 4111101 000 000 000 000 7 oftom �000 moon NOW offiso Novo 75 175 180.66 F ,No Oslo woo, Novo oe woo MONO � ^ 210% em 0, .00 so 000 000 000 000 000 ;00 000 000 l 000 1.31 — X9 6:1 0001' 184,48 / 0010 mow ,No MONO 000 000 Noon Novo woo 181,87 000 000 000 000 000 175 moo �75 75 NOW pool �i�r161.S4 /^ —'- - 7.1.�� 1 7.D %�� 2,0% q .............. - - - -- — 000 183.95 � 181.84 181-74 / �75 75 75 i i i 175 moo 35 30 25 2 Z 15 10 5 0 5 10 15 2 Z 25 3 Z 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 —I PROI, REFERENCE N0, HE N0. H9001 X -18 PROI, REFERENCE N0, HE N0. H9001 X -19 PROI, REFERENCE N0, HE N0. H9001 K-20 PROI, REFERENCE N0, HE N0. H9001 X -21 PROI, REFERENCE N0, HE N0. H9001 X -22 PROI, REFERENCE N0, HE N0. H9001 X -23 PROI, REFERENCE N0, HE N0. H9001 X -24 PROI, REFERENCE N0, HE N0. H9001 X -25 PROI, REFERENCE N0, HE N0. H9001 H -26 PROI, REFERENCE N0, HE N0. H9001 X -27 PROI, REFERENCE N0, HE N0. H9001 X -28 PROI, REFERENCE N0, HE N0. H9001 X -29 PROI, REFERENCE N0, HE N0. H9001 K-30 PROI, REFERENCE N0, HE N0. H9001 X -31 PP.OI.eEfEREN(E NO, HE NO. X9001 M•72 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 1.1% 2.0% 1.3% man mm 'mm amm noun -F waft ft" 0.0% Mftft 180.81 6:1 -- - --- - - - 119.54 -- -• 119.82 119.h4 �75000 �75 7B �25000 75 mm mm W� Uwa mom b� 2.0% 6:1 '----- - -__ -_ 4.$ °,'0 181.22 2.0°,6 � 6 'mm 0 180.10 119.46 119.39 7 �00000 0.3% 2.0% 6:1 = 180-34 �. ----- - - - - -- . 000 mom Room mum mown on= 5.0% mum omm mmom mm mom ME= M"".Mmm 2.0% 1.8% 179.23 NONE �25000 181.21 180.60 77 �75000 -- - - - - -- 0.3% P.0% ftooft Mom "Ma ME 6y: 1 180A -ftaft ' momm main alum mom mom 0.5% 2.0% 119.06\ %S 000 mom mum WIMM - 180.18 6: �� - - - no= -- - - -- 79 -.:.. 179.56 77 �50000 Mft OWN ftlaft amm ftftm "aft ftftft ftftft ftftft 2.0% '- 6:1 180.93 -- --- - - - - -- 119.31 =ft" own anon suft malm mom omm anew omm 0.5% 2.0% 6: 180.53 w - - -. 119.64 - 7D . 77 �25000 Wftft ftft ftaft ftftft ftftft 1.1% ft" llftft 180.18 2.0% 6:1 -'--- - - mftm own on= mmm waft onam muft MR" 0.5% 2.0% - - -• 119.59 vnwm anon man 6:1 180.25 v I I amm waft Mown noon noon nano umn W� 119.15 77 �00000 -I 35 30 25 2Z 15 10 5 0 5 10 15 2 Z 25 K 35 35 K 25 2Z 15 1 Z 5 0 5 IZ 15 20 25 30 35 PROI, REFERENCE N0, HE N0. H9001 X -33 PROI, REFERENCE N0, HE N0. H9001 X -34 PROI, REFERENCE N0, HE N0. H9001 X -35 PROI, REFERENCE N0, HE N0. H9001 H -36 PROI, REFERENCE N0, HE N0. H9001 X -37 PROI, REFERENCE N0, HE N0. H9001 X -38 PROI, REFERENCE N0, HE N0. H9001 X -39 PP.OI.eEfEREN(E NO, HE NO. X9001 X•40 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 man mmu mmu 1.2% 2,0% 6:1 116.89 -- -� 175.47 0.0% 5� 4 - -- 44% `� �75 �� 115.61 175.45 '--- ' . V.0% No.. moo moo mum MMM �70 70 75 116.35 \ *'44 "w*4 115.P9 - 0.0% 6:1 00 wow mm W� --' -'_ 116.66 �'�� 75 _ -� 175.55 ft 0.0°M tii000 3'I - -- � � 174.49 -•� �25000 � 172-77 000 000 0000 0000 %14% 0000 2,0% 6.1 q;1 - -- MOM W� moo now ` - - - -�� 176.67 175-86 75 F 44 0.0 °p 2� mam ma" 2.0% F 170.96 ss %ft ft4ft e-loo 00" ........... 6: - ------ - - - - -- - -- - - - - -- - - -- 167.83 �75 116.48 116.93 5 0.0°M 1 ti. 31 2.0% -- - - -- ft aft ftftft ,.- 114.39 --- - - - - - -- 0 113.29 111.18 177.24 0'00 �75 75 70 70 99 -I 35 30 25 2 Z 15 10 5 0 5 10 15 2 Z 25 3 Z 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 PP.OI.eEfEREN(E NO, HE NO. X9001 X•41 35 30 25 20 15 10 5 0 5 10 15 20 25 K 35 35 30 25 2Z 15 1 Z 5 0 5 10 15 20 25 30 35 2.8% 2.0% 3.4% 2.0% 75 176-17 175-59 6:1 Now Mmm noun . . . : 116.13 6:1 -- - - - - - - - - 1 116.12 - 175 ftom "oft man None 5.6% oftom momm 116.66 2 .0% 3,3% mm 5 2.0°6 75 175-93 75 04 :.. �75 --- - - - - -- ti's WNW mom 1"m mft 3:1 mom -mom - - -- 113.98 0 �o 174.14 coo mimift Imam 177.21 .0% =:5-------- 3.0% - - - - -' 2.0% ° 116,41 �75 omm mmm own on= own man ------ - - -- mmm "Mm 000 OWN =00 wm 0050 114.12 - - 174.35 02 �75000 ftft MAN 4.9% "fto Iftft own ma. I'l 111.61 .......... 2 .0% 4.9% �----- - - - - -- mom �75 61 2.0% 6-1 115.81 116.38 75 mom 75 0 4 . 116.83 70 mom 2.fir )o 111,16 0�r )o ��------ oo/ -- - - -- 1 1.9% 2.0% 2.9 °b 75 ol�- -- 111.10 116.9) 116.61 mum �`.� �75 -; 02 own mom mm Mwo 8.2% 178.13175 ------ - - - - -- 4.1 °b 2.0°6 640 177.25 -i - - -- `\��`� �75 116.03 -• ------ - - - - -- 1.2% 2,0% 4.1% 177.47 111.06 �70 70 75 75 -I 35 30 25 2 Z 15 10 5 0 5 10 15 2 Z 25 3 Z 35 35 3 Z 25 2 Z 15 1 Z 5 0 5 1 Z 15 20 25 30 35 PROI, REFERENCE N0, HE N0. H9001 X -42 PROI, REFERENCE N0, HE N0. H9001 X -43 PROI, REFERENCE N0, HE N0. H9001 X -44 PROI, REFERENCE N0, HE N0. H9001 X -45 PROI, REFERENCE N0, HE N0. H9001 H -46 PROI, REFERENCE N0, HE N0. H9001 X -47 PROI, REFERENCE N0, HE N0. H9001 X -48 PROI, REFERENCE N0, HE N0. H9001 X -49 PROI, REFERENCE N0, HE N0. H9001 K-50 PROI, REFERENCE N0, HE N0. H9001 X -51 PROI, REFERENCE N0, HE N0. H9001 X -52 PROI, REFERENCE N0, HE N0. H9001 X -53 PROI, REFERENCE N0, HE N0. H9001 X -54 PROI, REFERENCE N0, HE N0. H9001 X -55 PROI, REFERENCE N0, HE N0. H9001 H -56 PROI, REFERENCE N0, HE N0. H9001 X -57 PROI, REFERENCE N0, HE N0. H9001 X -58 114 114 114 0000 If V$ 1;9 � 9; nn f + � .0000 PROI, REFERENCE N0, HE N0. H9001 X -59 PROI, REFERENCE N0, HE N0. H9001 K-60 PROI, REFERENCE N0, HE N0. H9001 X -61 PROI, REFERENCE N0, HE N0. H9001 X -62 PROI, REFERENCE N0, HE N0. H9001 X -63 PROI, REFERENCE N0, HE N0. H9001 X -64 PROI, REFERENCE N0, HE N0. H9001 X -65 PROI, REFERENCE N0, HE N0. H9001 H -66 PROI, REFERENCE N0, HE N0. H9001 X -67 PROI, REFERENCE N0, HE N0. H9001 X -68 PROI, REFERENCE N0, HE N0. H9001 X -69 PP.OI.eEfEREN(E NO, HE NO. X9001 X•10 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 000 00000 00 0000 000 000 000 / I75 175 1.0°�� '�1SJ1 ............ 00 0000 000000 170 � 170 180 180 Woo 170.18 �,�� P02 +15,00 2.0� . �' ».34 175 �§ Tl� 0000 _ Jam. 00 _- 111.91 170 �0 2.o% IN - - -'' 203 +15.00 FPO 000000, � �'��/ 171.85 I10 31 000 170 wwwwwo mo� own man man wow wow 0000 000 000 0000 168.36 � � / 202 +50,00 � � � X80 180 �. 18.07 2.00%-/0 0000 175 � 175 1.3% 0.00 110 �� 3� � 170 110 ' 171.26 170 mom mm"m mm OMM Nam M� MOM mmm 000 000 0.0 mmoo"W� 161.81 161.86 PO3f5O�0 000 000 180 000 0000 000 180 000 0.00 000 000 -------- - - - 0.0 - -- 177.40 202100000 2. �''�� 175 175 �, 0000 '' 172.10 170 .- 17o 0000 +15,00 203 +25,00 201 i8o MMMOOO OOW 000 00000 'woo 0 2015 0100 175 2.9�111111111000�'�116SS I15 ................. 000 00� 000 > 000 000 00 000 >-I 170 111.40 170 000 0000 000 xi ..00 OWN 20J�00000 201i'25�� 0i. LnL V 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 PP.OI.eEfEREN(E NO, HE NO. X9001 X•it 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 0.7% 2.0% 4.5% 192.45 T mom Mm womm ftaft mean ftmm� ftwo ftow mowwwww"Immas won 190 191.94 IT 201 +00.00 -am= -- ______ 4.3% 2.0% 8.0% -- 185 000 000 190 191.09 190.67 --- - - - - -� o-��'" � �� 206 +15,00 MUM 180 - - -- 181-16 181.90 I80 205f00100 ft-ft M.M ftft 0.2% 2.0% 3.1% 190 '---- �_------- - - -��q 19 0.3 8 190.00 206 +50.00 000 000 000 000 000 000 00000 000 000 2.0% 0ow 00m, 0 �__ -- - - -- 181.30 180 I�1------- - - - -�' - - -� - -- - -- S '7 180.11 1897 --- -- ZQ4 +15,0 206+25000 168.98 ORIN now= noun ==a man mom _� -�'� 18 8---- ?.9�b -__ 0.0°0__ - - - -- - -' 181.34 000 180 _ _ 7.8% 2.0% -'' 180.41 180 P06+00,00 000 0000 0000 0000'� -�� 118.18 PO4 +50.00 own mom mom mom ftwooll "ON 4.3% 0.5% IB5 185.81 185.68 185 000 i 205 +�5�� 180 , a7- � � � � 180 0*0 ,7A%''� 119.52 175 000 000 115.14 175 184 61 1.0% 1.1% - - -- -'184 mom 000 000 00000000 204 {2500 -- - - - - - -- 183.13 183.84 205 +50,00 180 ��' 180 2.0% 3-4� I7§ a� 175 184 000 000 0000185 0000 mwm� �/� 113,63 ---- - - - - -- 6.4% 2.0% 0.5% - - -�� 180 181.90 18P.S1 180 P05 +25.00 L nLv 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 PROI, REFERENCE N0, HE N0. H9001 X -12