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Home My WebLink About20150067 Ver 1_More Info Received_20150211t : 3D25 Wade Ave. Raleigh, NC 276'05 919.789.9977 7fl4.714.4880 5030 NeN Centre Dr. li u February 6, 2015 To: US Army Corps of Engineers NCDENR Raleigh Regulatory Field Office Division of Water Resources Attn: James Lastinger Attn: Chem Smith 3331 Heritage Trade Dr., Suite 105 3800 Barrett Drive Wake Forest, NC 27587 Raleigh, NC 27609 From: Sean Clark SEPI Engineering & Construction 1025 Wade Avenue Raleigh, NC 27605 Re: Revision to Lochridge Subdivision 401/404 Permit Application Holly Springs, NC SEPI Project # EN14.008 On behalf of the owner Avent Partners, LLC and the developer Kolter Land Partners, please find attached a revised Preconstruction Notification Form and supporting proposed impact maps (6 sheets). We request that you replace the previously submitted application with this information. The impacts depicted on Sheet 6 of the attached plans were further minimized. Impact 3 was reduced from 0.1564 acre (6658 ft2) to 0.0325 acre (1383 ft2) of impact. The proposed stream impact resulting from a road crossing identified as Impact 5 has been reduced from 184 linear feet (LF) to 142 LF. The current proposed impacts are identified within the table provided below. LOCHRIDGE IMPACT SUMMARY Permanent Wetland Impact 2948 ft2 0.0693 acre Temporary Wetland Impact 1383 ft2 (0.0325 acre Permanent Stream Impact 144 LF Due to overall permanent stream impacts being less than 150 LF and overall et land impacts being less than 1/10 acre, we do not believe c ry mitigation should be required. FEB 1 1 2015 1 Please contact me at (919) 573 -9931 if you have any questions or require additional information. Sincerely, SEPI Engineering & Construction c Environmental Division Manager Attachments: Revised Pre - construction Notification (PCN) Application Form Revised Impact Maps Jurisdictional Determination Form Data Forms for wetland within Impact 3 Stream Form for Stream associated with Impact 5 Office Use Only Corps action ID no DWQ project no Form Version 1 4 January 2009 Page 1 of 10 PCN Form — Version 1 4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a Type(s) of approval sought from the Corps ® Section 404 Permit ❑ Section 10 Permit 1 b Specify Nationwide Permit (NWP) number 29 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 ❑ 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 Lochridge Subdivision 2b County Wake 2c Nearest municipality / town Holly Springs 2d Subdivision name Lochridge Subdivision 2e NCDOT only, T I P or state project no N/A 3. Owner Information 3a Name(s) on Recorded Deed Avent Partners, LLC 3b Deed Book and Page No Bk 012130 / pg 00537 3c Responsible Party (for LLC if applicable) Jeffery Byrd 3d Street address 28 Pagett Street 3e City, state, zip Charleston, SC 29492 3f Telephone no 919 524 -7972 3g Fax no N/A 3h Email address N/A Page 1 of 10 PCN Form — Version 1 4 January 2009 4. Applicant Information (if different from owner) 4a Applicant is ❑ Agent ® Other, specify Developer 4b Name 4c Business name (if applicable) Kolter Land Partners 4d Street address 3737 Glenwood Avenue 4e City, state, zip Raleigh, NC 27612 4f Telephone no (919) 573 -1818 4g Fax no N/A 4h Email address dgoracke@l gps com 5. Agent/Consultant Information (if applicable) 5a Name Sean Clark 5b Business name (if applicable) SEPI Engineering & Construction 5c Street address 1025 Wade Ave 5d City, state, zip Raleigh, NC 27606 5e Telephone no 919 - 573 -9931 5f Fax no 919 - 789 -9591 5g Email address sclark @sepiengineering com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) 0638122866 lb Site coordinates (in decimal degrees) Latitude 35 6260 °N Longitude 78 8948 °W 1c Property size 80 2 acres 2. Surface Waters 2a Name of nearest body of water to proposed project UT to Shearon Harris Reservoir and UT to Norris Branch 2b Water Quality Classification of nearest receiving water C 2c River basin j Cape Fear 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 The site is primarily wooded with +/- 10 -year old vegetation The majority of the site appears to have been timbered approximately 10 years ago A motorcross track is present on a portion of the property The majority of the adjacent and surrounding land in this area of western Wake County, North Carolina is forested 3b List the total estimated acreage of all existing wetlands on the property less than 0 50 acres 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1500 linear feet 3d Explain the purpose of the proposed project The purpose of the project is to provide additional housing to meet the demand for single - family homes in the area 3e Describe the overall project in detail, including the type of equipment to be used The project is a single - family residential development that proposes 129 home lots The project will include the construction of stormwater devices, roads, and other utilities needed to support such a project Heavy equipment typically used for residential construction projects will be utilized, e g excavators, back hoes, etc 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the pasty ® Yes ❑ No ❑ Unknown Comments A site meeting was held with Mr James Lastinger ( USACE) on 4/11/14 4b If the Corps made the jurisdictional determination, what type of determination was made? ® Preliminary ❑ Final 4c If yes, who delineated the jurisdictional areas? Name (if known) Sean Clark and Kim Hamlin Agency /Consultant Company SEPI Engineering & Construction Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation Mr James Graham of the NC DWR reviewed the streams onsite on 3/28/14 and issued an I/P letter (NBRRO #14 -097) on April 16, 2014 Mr James Lastinger of the USACE reviewed the site on 4/11/14 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 6. Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes, explain Page 3 of 10 PCN Form — Version 1 4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary la 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 2a 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number Type of impact Type of wetland Forested Corps (404, 10) or Area of impact Permanent (P) or (if known) DWQ (401, other) (acres) Temporary T 3a — T Storm pipe Headwater Wetland Y Corps 1383 sf 4a— P Road crossing Bottomland Hardwood Forest Y Corps 1492 sf 4b— P Lot grading Bottomland Hardwood Forest Y Corps 1456 sf 2g. Total wetland impacts 4331 2h Comments 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of jurisdiction Average stream Impact number (PER) or width length Permanent (P) or intermitte (feet) (linear Temporary (T) nt (INT)? feet) 5 - P Road crossing S9 INT Corps 4 142 3h Total stream and tributary impacts 142 31 Comments 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 indiv dually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 Choose one Choose One Choose 4f. Total open water impacts 0 4g Comments There are no proposed impacts to open waters Page 4 of 10 PCN Form — Version 1 4 January 2009 5. 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 Choose One P2 Choose One 5f. Total 0 0 0 0 0 0 0 5g Comments There are no proposed ponds or lakes within jurisdictional areas on the project 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 5j 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.Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other 6b Buffer impact number — Permanent (P) or Temporary T 6c Reason for impact 6d Stream name 6e Buffer mitigation required? 6f Zone 1 impact (square feet) 6g Zone 2 impact (square feet) 6h Total buffer impacts 61 Comments There are no state regulated riparian buffers within the project area Page 5 of 10 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 applicant requested a detailed delineation of streams and wetlands within the proposed project boundaries prior to preparing the site plan in order to insure the limitation of impacts to the natural environment Following the delineation the proposed design was altered to avoid impacts to one wetland (WC) Previously proposed permanent wetland impacts were avoided with this current revision Complete avoidance of streams was not practicable because the stream system on the project site bisects the property and the adjacent cul -de -sac exceeds the length allowed in local town ordinance Stream impacts were revised to reduce the overall impact to 142 LF Additional areas were left as open space along the drainage providing additional buffering of the jurisdictional areas Road and utility crossing were oriented to provide as close to perpendicular crossings as possible to further minimize impacts 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Stream banks within or adjacent to impact areas will be stabilized immediately after the installation Road slopes will be seeded and stabilized once construction of the road crossing has occurred Wing walls are being used for the stream crossing to further reduce the footprint and subsequent stream impact Construction activities within the jurisdictional areas will be completed within the proposed footprint of the road and /or utility to avoid and minimize any unnecessary impacts 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 E:1 Payment to in -lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a Name of Mitigation Bank Type Choose one Quantity Type Choose one Quantity 3b Credits Purchased (attach receipt and letter) Type Choose one Quantity 3c Comments Local banks do not currently have any available credits within this HUC 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 184 linear feet 4c If using stream mitigation, stream temperature warm 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested 0 2205 acres 4f Non - riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres Page 6 of 10 4h Comments We do not believe that stream mitigation should be required based on the condition of the stream however greater than 150 LF of impact is proposed 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 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required: 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments The project is not within a state regulated buffered basin. Page 7of10 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 within one of the NC Riparian Buffer Protection Rules? 1 b If yes, then is a diffuse flow plan included? If no, explain why ❑ Yes No Comments 2. Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 40% 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 Stormwater on the site will be directed to 6 Stormwater Management Devices These devices have been designed to meet current standards and will be approved by the Town of Holly Springs (designated authority) Final approval will be forwarded to NCDENR once it has been obtained 2e Who will be responsible for the review of the Stormwater Management Plans Town of Holly Springs 3. Certified Local Government Stormwater Review 3a In which local government's jurisdiction is this project? Raleigh ® Phase II ® NSW 3b Which of the following locally - implemented stormwater management programs ❑ 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 ❑Yes ®No attached? 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) 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 Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter ) ❑ Yes ❑ No Comments A Programmatic Categorical Exclusion has been prepared for this document 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 We have reviewed the "DRAFT Internal Policy, Cumulative Impacts and the 401 Water Quality Certification and Isolated Wetland Programs" document prepared by NC Division of Water Quality on April 10, 2004, version 2 1 The proposed development does not meet any of the "growth stimulating" criteria The project will have no transportation 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 The project will tie into existing Town of Holly Springs sanitary sewer lines Page 9 of 10 PCN Form — Version 1 3 December 10, 2008 Version 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? 5c If yes, indicate the USFWS Field Office you have contacted 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A query of NC Natural Heritage Elemental Occurrences database (October 2014) was made and it was found that there are no elemental occurrence of federally listed species within two miles of the project 6. Essential Fish Habitat (Corps Requirement) 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? The proposed project takes place in Wake County which is not near any coastal or tidal habitat that would support EFH (i a salt marshes, oyster reefs, etc ) 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? http / /gis ncdcr gov /hpoweb/ 'Records check at the State Historic Preservation Office or the Office of State Archeology were not performed Utilizing the HPOWEB GIS mapping service, a 2 -mile radius search of the project center yielded no records on or immediately adjacent to the subject property Several sites were within the 2 -mile radius however the project should have no adverse effect A letter dated 11/10/2014 from the State Historic Preservation Office concurred that no historic resources would be affected by this project 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 8c What source(s) did you use to make the floodplain determination? http / /floodmaps nc gov /fmis /Map aspx ?FIPS =183 Sean Clark 02/06/2015 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided Page 10 of 10 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): Wetland WA, Wetland WB B. DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: State County/parish/borough City Center coordinates of site (tat/long in degree decimal format) Lat 35 624658° N, Long 78 896336° W Universal Transverse Mercator Name of nearest waterbody UT to Shearon Harris Reservoir and UT to Norris Branch Name of nearest Traditional Navigable Water (TN W) into which the aquatic resource flows Shearon Harris Lake Name of watershed or Hydrologic Unit Code (HUC) 03030004 ® Check if map /diagram of review area and /or potential jurisdictional areas is /are available upon request Check if other sites (e g , offsite mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a different JD form D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination Date ED Field Determination Date(s) SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There A no. "navigable waters of the U S " within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR part 329) in the review area [Required] FRI Waters subject to the ebb and flow of the tide Q Waters are presently used, or have been used in the past, or maybe susceptible for use to transport interstate or foreign commerce Explain B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are "waters of the US" within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): Q TNWs, including territorial seas ® Wetlands adjacent to TNWs ® Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs Non -RPWs that flow directly or indirectly into TNWs 0 Wetlands directly abutting RPWs that flow directly or indirectly into TNWs Q Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs ® Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs Impoundments of jurisdictional waters Q Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non - wetland waters 1500 linear feet 3 width (ft) and /or acres Wetlands 0 50 acres c. Limits (boundaries) of jurisdiction based on Elevation of established OHWM (if known) 2. Non - regulated waters /wetlands (check if applicable):3 ® Potentially jurisdictional waters and /or wetlands were assessed within the review area and determined to be not jurisdictional Explain ' Boxes checked below shall be supported by completing the appropriate sections in Section IiI below 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year -round or has continuous flow at least "seasonally" (e g , typically 3 months) 3 Supporting documentation is presented in Section III F SECTION iii: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2 and Section III.D.l.; otherwise, see Section III.B below 1. TNW Identify TNW Summarize rationale supporting determination 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacent" B. CHARACTERISTICS OF TRIBUTARY (THAT iS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section II1.B.1 for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section 11I.0 below. 1. Characteristics of non -TNWs that,flow directly or indirectly into TNW (i) General Area Conditions: Watershed size 86,371,094 acres Drainage area 55 acres Average annual rainfall 46 9 inches Average annual snowfall 7 inches (ii) Physical Characteristics: (a) Relationship with TNW ® Tributary flows directly into TNW ❑ Tributary flows through Pick "L st' tributaries before entering TNW Project waters are jfii river miles from TNW Project waters are 4 (or1r less) river miles from RPW Project waters are =2 aerial (straight) miles from TNW Project waters are or less) aerial (straight) miles from RPW Project waters cross or serve as state boundaries Explain ' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West Identify flow route to TN W5 Wetlands on site are drained by a non -RPW, providing connection to seasonal RPWs Waters on site flow into seasonsal RPWs and into Norris Creek Norris Creek then flows into Shearon Hams Lake (TNW) Tributary stream order, if known 1 st (b) General Tributary Characteristics (check all that apply) Tributary is ® Natural ❑ Artificial (man -made) Explain ❑ Manipulated (man - altered) Explain Tributary properties with respect to top of bank (estimate) Average width 4 feet Average depth 2 5 feet Average side slopes 1. Primary tributary substrate composition (check all that apply) ® Silts ® Sands ❑ Concrete ❑ Cobbles ❑ Gravel ❑ Muck ❑ Bedrock ❑ Vegetation Type /% cover ❑ Other Explain Tributary condition /stability [e g, highly eroding, sloughing banks] Explain banks are near vertical, but good woody vegetation throughout length of reach Presence of run/riffle /pool complexes Explain weak riffle /pool sequences Tributary geometry Meander.ng Tributary gradient (approximate average slope) 1 5 % (c) Flow Tributary provides for Seasonalflow, Estimate average number of flow events in review area/year 10 Describe flow regime Other information on duration and volume Surface flow is Discrete andfcontined. Characteristics Subsurface flow I nla 'wno Explain findings ❑ Dye (or other) test performed Tributary has (check all that apply) ® Bed and banks ® OHWM6 (check all indicators that apply) ® clear, natural line impressed on the bank ❑ the presence of litter and debris ❑ changes in the character of soil ® destruction of terrestrial vegetation ❑ shelving ® the presence of wrack line ® vegetation matted down, bent, or absent ❑ sediment sorting ® leaf litter disturbed or washed away ® scour ® sediment deposition ❑ multiple observed or predicted flow events ❑ water staining ❑ abrupt change in plant community ❑ other (list) ❑ Discontinuous OHWM 7 Explain if factors other than the OHWM were used to determ High Tide Line indicated by Q ❑ oil or scum line along shore objects ❑ fine shell or debris deposits (foreshore) ❑ physical markings /characteristics ❑ tidal gauges ❑ other (list) (iii) Chemical Characteristics: me lateral extent of CWA jurisdiction (check all that apply) Mean High Water Mark indicated by ❑ survey to available datum. ❑ physical markings, ❑ vegetation lines /changes in vegetation types 5 Flow route can be described by identifying, e g , tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW 6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e g , where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e g , flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break 'Ibid Characterize tributary (e g , water color is clear, discolored, oily film, water quality, general watershed characteristics, etc ) Explain Water was slightly turbid Identify specific pollutants, if known Pollutants were not tested for (iv) Biological Characteristics. Channel supports (check all that apply): ❑ Riparian corridor Characteristics (type, average width) ❑ Wetland fringe Characteristics ® Habitat for ❑ Federally Listed species Explain findings ❑ Fish /spawn areas Explain findings ❑ Other environmentally - sensitive species Explain findings ® Aquatic /wildlife diversity Explain findings serves as habitat for macro invertebrates, amphibians, and crayfish 2. Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics Properties Wetland size acres Wetland type Explain Ephemeral wetland filled by rainfall Wetland quality Explain Wetland contains mix of woody and herbaceous plants Project wetlands cross or serve as state boundaries Explain (b) General Flow Relationship with Non -TNW Flow is EPhemeralflo Explain Surface flow is: D Characteristics Subsurface flow Unknown Explain findings ❑ Dye (or other) test performed (c) Wetland Adjacency Determination with Non -TNW ❑ Directly abutting ® Not directly abutting ® Discrete wetland hydrologic connection Explain Waters from wetland flow into a UT to Norris Branch through a non -RPW ❑ Ecological connection Explain ❑ Separated by berm/barrier Explain (d) Proximity (Relationship) to TNW Project wetland1 -2 river miles from TNW Project waters - aerial (straight) miles from TNW Flow is from Estimate approximate location of wetland as within the 500- yeaiorgre titer floodplam (ii) Chemical Characteristics: Characterize wetland system (e g , water color is clear, brown, oil film on surface, water quality, general watershed characteristics, etc ) Explain water is clear identify specific pollutants, if known Pollutants were not tested for (m) Biological Characteristics. Wetland supports (check all that apply): ❑ Riparian buffer Characteristics (type, average width) ® Vegetation type /percent cover Explain mix of woody and herbaceous vegetation ® Habitat for ❑ Federally Listed species Explain findings ❑ Fish /spawn areas Explain findings ❑ Other environmentally - sensitive species Explain findings ® Aquatic /wildlife diversity Explain findings Provides habitat for amphibians and crayfish 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis Vkk�Tri§t Approximately ( ) acres in total are being considered in the cumulative analysis J For each wetland, specify the following Directly abuts9 (Y/N) Size (in acres) Directly abuts9 (Y/N) Size (in acres) Summarize overall biological, chemical and physical functions being performed C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplam is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW9 • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW9 • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs9 • Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW9 Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III D 2. Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III D An adjacent non -RPW provides connection between Wetland WA & WB and a seasonal RPW that indirectly flows into a TNW off -site 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III D D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area ❑ TNWs linear feet width (ft), Or, acres ❑ Wetlands adjacent to TNWs acres 2. RPWs that flow directly or indirectly into TNWs. El Tributaries of TNWs where tributaries typically flow year -round are jurisdictional Provide data and rationale indicating that tributary is perennial ® Tributaries of TNW where tributaries have continuous flow "seasonally" (e g, typically three months each year) are jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows seasonally RPW lacked significant indicators of baseflow Provide estimates for. jurisdictional waters in the review area (check all that apply) 0 Tributary waters linear feet width (ft) t Other non - wetland waters acres identify type(s) of waters 3. Non -RPWs8 that flow directly or indirectly into TNWs. Ed Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is. jurisdictional Data supporting this conclusion is provided at Section IiI C Provide estimates for. jurisdictional waters within the review area (check all that apply) Q Tributary waters linear feet width (ft) Q Other non - wetland waters acres Identify type(s) of waters 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. ED Wetlands directly abut RPW and thus are. jurisdictional as adjacent wetlands Wetlands directly abutting an RPW where tributaries typically flow year -round Provide data and rationale indicating that tributary is perennial in Section III D 2, above Provide rationale indicating that wetland is directly abutting an RPW fe-41 Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is seasonal in Section III B and rationale in Section III D 2, above Provide rationale indicating that wetland is directly abutting an RPW Provide acreage estimates for jurisdictional wetlands in the review area acres 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional Data supporting this conclusion is provided at Section iIi C Provide acreage estimates for_ jurisdictional wetlands in the review area acres 6. Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs. ® Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional Data supporting this conclusion is provided at Section iii C Provide estimates for. jurisdictional wetlands in the review area 0.5 acres 7. Impoundments of jurisdictional waters. As a general rule, the impoundment of a, jurisdictional tributary remains, jurisdictional [] Demonstrate that impoundment was created from "waters of the U S ," or Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or ® Demonstrate that water is isolated with a nexus to commerce (see E below) E. ISOLATED [INTERSTATE OR iNTRA-STATE1 WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):10 Q which are or could be used by interstate or foreign travelers for recreational or other purposes ® from which fish or shellfish are or could betaken and sold in interstate or foreign commerce El which are or could be used for industrial purposes by industries in interstate commerce Interstate isolated waters Explain EJ Other factors Explain 'See Footnote # 3 9 To complete the analysis refer to the key in Section IIi D 6 of the instructional Guidebook 70 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos Identify water body and summarize rationale supporting determination: Provide estimates for Jurisdictional waters in the review area (check all that apply) El Tributary waters linear feet width (ft) Other non - wetland waters acres Identify type(s) of waters ❑ Wetlands acres. F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): ED If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements El Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce ❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the "Migratory Bird Rule" (MBR) ❑ Waters do not meet the "Significant Nexus" standard, where such a finding is required for Jurisdiction Explain ® Other (explain, if not covered above) Provide acreage estimates for non - jurisdictional waters in the review area, where the sole potential basis of Jurisdiction is the MBR factors (i e , presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional Judgment (check all that apply) ❑ Non - wetland waters (i e , rivers, streams) linear feet width (ft) E` Lakes /ponds acres Other non - wetland waters acres List type of aquatic resource Wetlands acres Provide acreage estimates for non - jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a finding is required for Jurisdiction (check all that apply) M Non - wetland waters (i e , rivers, streams) linear feet, width (ft) El Lakes /ponds acres 0 Other non - wetland waters acres List type of aquatic resource ❑ Wetlands acres SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below) ® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant ® Data sheets prepared /submitted by or,on behalf of the applicant/consultant ❑ Office concurs with data sheets /delineation report ❑ Office does not concur with data sheets /delineation report ❑ Data sheets prepared by the Corps F'" 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 New Hill & Cokesbury, 24K ® USDA Natural Resources Conservation Service Soil Survey Citation Wake County Soil Survey, 1970 National wetlands inventory map(s) Cite name ED State /Local wetland inventory map(s) FEMA/FIRM maps El 100 -year Floodplam Elevation is (National Geodectic Vertical Datum of 1929) ® Photographs ® Aerial (Name & Date) 2010 orthoimagery or ❑ Other (Name & Date) Previous determination(s) File no and date of response letter Applicable /supporting case law ❑ Applicable /supporting scientific literature MR Other information (please specify) B. ADDITIONAL COMMENTS TOISUPPORT JD: ■ i }................ i VERT AL DATIM -MVM CAPE FEAR RIVER BASIN COVER HORIZM& DATUM - H#M WETLAND AND BUFFER IMPACT EXHIBITS 5HEET 1 OF b HOLLY SPRINGS, NORTH CAROLINA P WJWT STATISTICS PROPERTY OWNER AVENT PM LLG 3460 TEN TEN I;VAD SUITE 100 DEVELOPER AID APPLICANT: GARY, NG 17518 PR0.6CT ADDFJ56 2908 AVERT FERRY RD, pitL Y sfflm* F, NC WAKE GOUPIIY PIWS) PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS EXISTING ZOWN6 mini PER 444rpw 6ROr,{ PRO.EG(INCLUDES T AREA (I AVERT FERRY R"), I J.� jJ 0 AREA IN EASTIN6 AVERT FERRY ROAD 100' 5GALE 5L BDIV1510N LAYOUT REVISED 6ROSS TRACT AREA AG FERRY ROAD RMI DEDIGA X71.15 NEST TRAACT�AREAAVBIT '7565 t l 2 C i 5 J AREA IN RIBLIG STREET RIGHT OF MIAY 1253 AG AREA IN PRIVATE OPEN SPACE OWAJ. E5 REC AREq) 06-M AG AREA IN E AR4 IN FT5 MAL LO15 E D HIMM OF SINGLE FAMILY DETACHED RESIDENTIAL LOTS DENSITY 029 LW 15b5 AG) - 1.11 UWAC MIN LOT SIB NORM OF AVERT FERRY 12PW SF SOUTN OF AVERT FERRY IOp00 SF AVERME LOT SIZE 16,928 SF MINHH LOT hADT1a 10 LF MIN H LOT DEPTH 100 LF SETBA XS FRONT 20 FEET SIDE 6 FEET REAR 25 FIST _ SANITARY 513^B2 FLOW 6ENERATM 13Y THIS DEVEDR ENT 029 IN X 235) 32,8 6 6PD MAXIMIM WERVIM SURFACE ON EACH RE50MAL LOT 6000 SF GON5ULTANT: SHEET INDEX I MPAGT TABLE IMPACT IMPACT TYPE PURP05E NUMBER LOCATION I REMOVED - - 2 REMOVED - - 3 SHEET 6 OF 6 JW 5TORM PIPE 4 5HEET 6 OF 6 JN ROAD CRO551% 4 LOT GRADING 5 5HEET 6 OF 6 GH, NB, ZI, AND Z2 ROAD GRO551NG CH = G-IANNEL, JN = WI5VIrTIONAL YETLAND, IN = 150LATED WETLAND, NB = NB15E BUFFER, ZI = ZONE I, Z2 = ZONE 2 NO MS: I BOUNDARY INFORMATION 15 TAKEN FROM A SURVEY BY THIS OFFIGE 2 51TE TOP06RAPHIG INFORMATION 15 FROM A COMBINATION OF A FIELD 5URVEY BY TH15 OFFIGE AND 615 DATA AVAILABLE FROM WAKE COUNTY 3 NO INFRA5TRUGTURE TO BE GON5TRUGTED PRIOR TO GON5TRUGTION PLAN APPROVAL AND UTILITY PERMIT 1550ANGE BY THE TOWN OF HOLLY 5FRIN65 AND NGDOT 4 LOGATIONS AND 51ZE5 SHOWN FOR 5TORM HATER DEVIGE5, STORM SEWER, AND ALL PROP05ED UTILITIE5 ARE PRELIMINARY AND 5ffiJEGT TO GHANGE PENDIN6 FINAL LAYOUT AND DE516N 5 EXISTING UTILITIE5 5HONN ARE APPROXIMATE GONTRAGTOR RE5PON51BLE FOR LOCATION OF ALL EX15TINO ABOVE AND BELOW GROUND UTILITY FIELD LOGATION PRIOR TO ANY GON5TRUGTION 6 ALL RETAINING NALL5 WILL REQUIRE BUILDING PERMIT5 NALL5 GREATER THAN 4' HILL REQUIRE ENGINEERING DE51ON APPROVAL AT GONSTRUGTION DRANING REVIEN A5 WELL A5 A BUILDIN6 PERMIT 1 ZONE GFBI OF THE BUFFER MUST BE LEFT COMPLETELY UND15TURBED 8 NO FILL MATERIAL 15 TO BE BROUCMT INTO THE GFBI BUFFER5 q NO 5TRUGTURE-5 ARE ALLOWED NITHIN ANY OF THE GFBI BUFFER AREA5 PRIEST CRAVEN & ASSOCIATES INC. I of 6 COVER 5HEET DEVELOPER AID APPLICANT: > > 2 OF 6 200' 5GALE OVERALL LAYOUT UN- IMPORTANT CHANNEL IMPACT TEMP. (5 -F) PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 3 OF 6 100' 5GALE 5MVIV15ION LAYOUT KOLTER LAND PARTNERS 3803 - B COMPUTER DRIVE, SUITE 104, RALEIGH, N C 27609 4 OF 6 100' 5GALE 5L BDIV1510N LAYOUT YEETLAND IMPACT WITHIN ZONE 2 (5 -F) PHONE 919 / 781 -0300 FAX 919 / 782 -1288 5 OF 6 100 5GALE SUBDIVISION LAYOUT 3737 GLENWOOD AVENUE RALEIGH, NC 27612 M EMAIL PCA @PRIESTCRAVEN COM FIR# C -0488 6 OF 6 100' 5GALE 5MDIV1510N LAYOUT PHONE (919)868 -6567 EMAIL DGORACKE @KOLTER COM IMPACTS NEW IMPACT # SHEET NO. PERMANENT VEiLAND IMPACT (5.F) TEMP, WETLAND IMPACT (5 -F) IMPORTANT CHANNEL IMPACT PERM. (S.F) IMPORTANT U-IANNEL IMPACT TEMP. (5.F) M- IMPORTANT CHANNEL IMPACT PERM. (5 -F) UN- IMPORTANT CHANNEL IMPACT TEMP. (5 -F) IMPORTANT CHANNEL- IMPACT PERM. (_ -F) IMPORTANT CHANNEL IMPACT TEMP. (L.F) UN- IMPORTANT CHANNEL IMPACT Pte. (L -F) UN- IMPORTANT CHANNEL IMPACT TEMP. (LF) BUFFER IMPACT ZONE I (5 -F) 5UFFER IMPACT ZONE 2 (5.F) Ve7LAND IMPACT WITHIN ZONE I (5 -F) YEETLAND IMPACT WITHIN ZONE 2 (5 -F) BUFFER IMPACT TOTAL (S.F) REASON FOR IMPACT RIMOVED R040VED 3 6 - 1383 - - - - - - - - - - - - - STORM PIPE 4 6 2Q48 _ _ - - - - - - - - - - - ROAD GROSSING 4 LOT GRADING 5 6 - - 412 - - - 142 - - - 51g4 24H - - 7613 ROAD CPV%NG TOTALS, 2448 1383 412 142--T- 42 SIa4 241q '1613 VKIVIrV'4- 1/PtIM 7Lr'ILI _ �._- +\-. -. \\ ^•_. `i_. r! 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