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HomeMy WebLinkAbout20150837 Ver 1_401 Application_20150815To: From: Re: Soil & Environmental Consultants, PA 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: (919) 846 -5900 • Fax: (919) 846 -9467 sandec.com r ®p - F, US Army Corps of Engineers Raleigh Regulatory Field Office Attn: David Shaeffer 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Deborah E. Shirley Soil & Environmental Consultants, PA Suncrest Village -Phase 4 Raleigh, Wake County, NC NC DWR, 401 & Buffer Perm Attn: Karen Higgins Archdale Building — gth Floor 512 North Salisbury Street Raleigh, NC 27604 20150837 August 18, 2015 S &EC Project # 12590.W5 it W111 gI p Win. AUG l � 7015 L• �••, 'AGES 401 & BUFFc_R NERIJIITTING On behalf of the applicant, Mitchell Mill Investments, LLC (Attn: Allen Duncil) please find attached a complete application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers and the N. C. Division of Water Resources ( NCDWR) that the activities proposed below may proceed under Nationwide Permit 14 & 29 and Water Quality Certification 3886 & 3890. Please contact me at (919) 846 -5900 if you have any questions or require additional information. Please note we have included the Tree Conservation Plan for the property, 5.03 acres of the total 9.17 acres will remain in a Tree Conservation Area for the project. PROJECT SUMMARY Project Name Suncrest Village -Phase 4 Project Type Residential Development Owner / Applicant Mitchell Mill Investments, LLC County Wake Nearest Town Raleigh Waterbodv Name UT to Toms Creek Basin Neuse Index Number 27422.5) Class C, NSW IMPACT SUM VIARY Stream Impact (acres): Wetland Impact (acres): Open Water Impact (acres): Total Impact to Waters of the U.S. (acres) Total Stream Impact (linear feet): Total Riparian Buffer Impacts (square feet): Attachments: Pre - construction Notification (PCN) Application Form Agent Authorization Form USGS Topographic Map NRCS Soil Survey Map NCDWR Buffer Determination letter - NBRRO #15 -279 Restoration Systems -SOA letter Restoration Systems- Reservation Letter 0.015 0.122 0 0.137 82 Zone 1: 7,491; Zone 2: 2,939 Existing Conditions & Overall Impact Map Crossing Plan & Profile Tree Conservation Plan DWR ONLY: Stormwwater Calculations $240 DWR Application Fee A0 W A L!Ry Office Use Only: y Corps action ID no. o DWQ project no. Form Version 1.3 Dec 10 2008 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the ® Section 404 Permit ❑Section 10 Permit Corps: 1b. Specify Nationwide Permit (NWP) number: 14 & 29 or General Permit (GP) number: NIA 1c. Has the NWP or GP number been verified by the Corps? ® Yes 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 1e. Is this notification solely for the record For the record only for DWQ 401 because written approval is not required? Certification: ❑ 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. ❑ No For the record only for Corps Permit: ❑ Yes ® No ® Yes ❑ No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes below. 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? []Yes 2. Project Information 2a. Name of project: Suncrest Village -Phase 4 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: Suncrest Village 2e. NCDOT only, T.I.P. or state NIA project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Mitchell Mill Investments, LLC 3b. Deed Book and Page No. D. B. 7688; Pg. 199 3c. Responsible Party (for LLC if Allen Duncil applicable): 3d. Street address: 8512 Society Place _ 3e. City, state, zip: Raleigh, NC 27615 3f. Telephone no.: 919 - 422 -6183 3g. Fax no.: NIA 3h. Email address: NIA ® No ® No ; Page 1 of 13 PCN Form — Version 1.3 December 10, 2008 Version i i 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ® Other, specify: Owner please send correspondence to Agent and Applicant 4b. Name: Allen Duncil 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consu% 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: Mitchell Mill Investments, LLC 8512 Society Place Raleigh, NC 27615 919- 422 -6183 N/A N/A ant Information (if applicable) Deborah Edwards Shirley Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, NC 27614 919 - 846 -5900 919 - 846 -9467 5g. Email address: I DShirlevaOSandEC.com Page 2 of 13 IB. Project Information and Prior Project History 11. Property Identification 11a. Property identification no. (tax PIN or parcel ID): 11 b. Site coordinates (in decimal degrees): IMPACT #2 11c. Property size: 2. Surface Waters Parcel ID: 1737 -93 -1781 & 1737 -83 -7790 Latitude: 35.8744 Longitude: - 78.5291 (DD.DDDDDD) ± 9.17 (- DD.DDDDDD) 2a. Name of nearest body of water (stream, river, etc.) to UT to Neuse River 27- (22.5) proposed project: 2b. Water Quality Classification of nearest receiving water: C, NSW 2c. River basin: Neuse River Basin; Hydrologic Unit Code 03020201 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: Existing conditions consist of forested land with an existing 50' Right of Way and gravel road with a 58 LF 30" CMP at the end of the existing Suncrest Village Lane. The general land use in the vicinity of the project is residential with the Neuse River to the west. 3b. List the total estimated acreage of all existing wetlands on the property: Approximately 1. 12 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 378 linear feet 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to construct a residential development. As such, the current gravel road will need to be constructed per the City of Raleigh's design standards, and minimal lot rill will be required. 3e. Describe the overall project in detail, including the type of equipment to be used: The overall project consists of the construction of a road with utilities and 15 single family lots for a residential subdivision. Specifically, there are stream, wetland & riparian buffer impacts associated an with upgraded culvert necessary to replace an existing culvert, and additional wetland impacts associated with lot fill. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project. 14. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? Comments: A JD request package has previously been ❑ Preliminary ❑ Final submitted by Steven Ball. The wetland survey will follow this PCN application. 4c. If yes, who delineated the jurisdictional areas? Name (if known): Steven Ball Agency /Consultant Company: Soil & Environmental Consultants, PA Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. USA CE-an email request from S &EC was sent requesting a site visit, David Shaeffer with the Corps determined that a site visit would not be needed (email correspondence dated July 20, 2015); Project file number assigned SAW -2015- 01552; DWR -a site visit with the Sara Knies was conducted on June 24, 2015 (NBRRO #15 -279) Page 3 of 13 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 5. Project History 5a. Have permits or certifications been requested or obtained for I ❑ Yes ® No* ❑ Unknown this project (including all prior phases) in the past? *per the project engineer 5b. If yes, explain in detail according to "help file" instructions. N/A 6. Future Project Plans 6a. Is this a phased project? I ® Yes ❑ No 6b. If yes, explain. Per the project engineer, this project is the last phase of a subdivision. Page 4 of 13 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. 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 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary (T) W1(#1) ® P [:IT Fill Headwater Forest ® Yes ❑ No ® Corps 0.06 I ❑ DWQ Road Crossing- W2 ( #2) ® P ❑ T Culvert & Bottomland ® Yes ® Corps 0.06 Dissipater Hardwood Forest El No ❑DWQ W3 ( #2) ❑ P ® T Construction Bottomland I ® Yes I ® Corps I 0.002 Corridor Hardwood Forest ❑ No ❑ DWQ 2g. Total wetland impacts I 0.122 2h. Comments: Temporary wetland impacts will be brought back to pre - existing wetland contours, stabilized and allowed to regenerate with existing wetland seed source. 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 Impact number - Permanent (PER) or (Corps - 404, 10 stream length (P) or Temporary (T) intermittent DWQ — non -404, width (linear (INT)? other) (feet) feet) S1 ( #2) ®P ❑ T Road Crossing - Culvert & UT to Neuse River ❑ PER ® Corps 6' 51 Dissipater INT DWQ S2 ( #2) ❑ P ® T Construction Corridor I UT to Neuse River El PER I ® INT ® Corps I ❑ DWQ 6' 31 S3 ❑ P❑ T I I I❑ PER I❑ Corps [:1 INT ❑ DWQ S4 ❑ P❑ T I I I❑ PER I❑ Corps ❑ INT ❑ DWQ S5 ❑P ❑T I I I I ❑NTR ❑DWQ 3h. Total stream and tributary impacts I 82 3i. Comments: Previous to site plan design was an existing 58 linear foot 30" RCP for the existing gravel road. Temporary stream impacts will be brought back to pre- existing stream bed elevations and the stream banks stabilized. Page 5 of 13 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water impact Name of number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary (T) 01 ❑P [IT 0. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or ake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 6 of 13 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? 6b. 6c. Buffer impact number — Reason Permanent (P) or impact Temporary (T) B1 ( #2) ® P ❑ T Road Cro B2 ❑P ❑T B3 ❑P ❑T B4 ❑P ❑T B5 ❑ P ❑T B6 ❑ P ❑T B7 ❑ P ❑T 6i. Comments: for ssing ® Neuse ❑ Tar - Pamlico ❑ Other: ❑ Catawba ❑ Randleman 6d. 6e. 6f. 6g. Buffer Stream name mitigation required? UT to Neuse River ❑ Yes ® No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 6h. Total buffer impacts Page 7 of 13 Zone 1 impact (square feet) 7,491 7,491 Zone 2 impact (square feet) Z939 2,939 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. S &EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify natural resources so that impacts could be avoided & minimized to the maximum extent practicable. Impact #1 is proposed lot fill. This impact is necessary to make lots 10 & 11 buildable. This impact is proposing 0.06 acres of wetland till. Impact #2 is a proposed road crossing. This impact is necessary to access the property and construct a road per the City of Raleigh's design standards. Proposed impacts include 51 linear feet of permanent stream, 31 linear feet of temporary stream, 0.06 acres of permanent wetland, 0.002 acres of temporary wetland and associated riparian buffer impacts. Headwalls have been utilized to minimize stream, wetland and riparian buffer impacts. At temporary stream impact areas, the stream bed will be brought back to pre- construction elevation and the stream bank will be stabilized post construction. Additionally, temporary wetland impacts will be brought back to pre - existing wetland contours, stabilized and allowed to regenerate with existing wetland seed source. Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 29. With respect to residential developments (NWP 29- Regional Conditions section 4.0) the applicant does not anticipate any impacts to streams or wetlands associated with stormwater facilities, there are no impact associated with single- family recreation facilities, the permanent wetland fill required by the road will utilize a NWP 14, the stream classification for this project is C, NSW (i.e. not Outstanding Resource Waters, High Quality Waters, Coastal Wetlands or wetland adjacent to these waters) and riprap stabilization is not anticipated. The applicant is also aware of the regional conditions associated with the Nationwide Permit 14. The applicant is not proposing to create any upland for this project; the proposed stream crossings are strictly an upland to upland crossing. The stream classification for this project is C, Nutrient Sensitive Waters (NSW) (i.e. not Outstanding Resource Waters or High Quality Waters). 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. As per the project engineer, the proposed project will be constructed in accordance with an approved E &S plan approved by the City of Raleigh. The plan will include silt fencing, sediment basins, cofferdam and pump around for pipe installation. 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? 2b. If yes, mitigation is required by (check all that apply): 2c. If yes, which mitigation option will be used for this project? 3. Complete if Using a Mitigation Bank ® Yes ❑ No ❑ DWQ ® Corps ® Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3a. Name of Mitigation Bank: Restoration Systems — Pancho Stream, Wetland & Nutrient Mitigation Bank 3b. Credits Purchased (attach receipt and letter) I Type: Wetland I Quantity: 0.12 Page 8 of 13 PCN Form — Version 1.3 December 10, 2008 Version 3c. Comments: Restoration Systems will release the mitigation credits if NWP verification not authorized and mitigation paid within a total of 85 days of the date of their Reservation letter, dated August 12, 2015. Additionally, Restoration Systems will then notify the USA CE project manager of the release of credits, suggesting the need for a permit modification. See attached RESERVATION LETTER 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: 0 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non - riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan ❑cold 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 I ❑ Yes ® No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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: Page 9 of 13 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 ® 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: As per the project engineer, the stormwater from the road will not be discharged into the riparian buffer at the road crossing. Stormwater will be ❑ Yes ® No discharged into an existing conveyance at the end of the cul -de -sac at a point over 550 feet from the Neuse River. The stormwater will be discharged at a non - erosive velocity. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 21% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Please see attached Stormwater Calculations for Suncrest Village Phase 4, dated June 9, 2015 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 ❑ DWO 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? City of Raleigh ® Phase II 3b. Which of the following locally- implemented stormwater management programs ® NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been I ❑ Yes ® No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties 4a. Which of the following state - implemented stormwater management programs apply El HQW El 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? I ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? I ❑ Yes ❑ No Page 10 of 13 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 I ❑ Yes ® No use of public (federal /state) land? 1 b. 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: 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 I ❑ 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 Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural and silvicultural operations. The Suncrest Village -Phase 4 project is a residential development. Additionally, the project is located within the City of Raleigh jurisdiction, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area in addition to "diffuse flow "requirements at a minimum and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved, 2) the Phase 11 NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post - construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed. 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. Wastewater will be treated by the City of Raleigh Page 11 of 13 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) ❑ Yes ®No * 5a. Will this project occur in or near an area with federally protected species or *Threatened /Endangered Species have habitat? been identified within the Raleigh East & Wake Forest topographic Quadrangles but not necessarily in or near this project. 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. E] Raleigh ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The NC- Natural Heritage Programs Data Search was used to search for elemental occurrences of federally protected species listed within the Raleigh East & Wake Forest Topographic Quadrangle maps. it was determined based on the search that there are four (4) elemental occurrences that are listed as federally Threatened /Endangered within the Raleigh East 8 Wake Forest Quad maps. Please note that the Bald Eagle was removed for the federal list of Threatened and Endangered Species; however Bald Eagles remain protected under the Bald and Golden Eagle Protection Act and the Migratory Bird Treaty Act. Additionally, the interim 4(d) rule identifies the Northern Long -eared Bat as a Threatened species within Wake County. Please note we have included the Tree Conservation Plan for the property, 5.03 acres of the total 9.17 acres will remain in a Tree Conservation Area for the project. See sheet 4 Common Topo Map State Federal Scientific Name Name Status Protection Protection Habitat Comments Status Status mature forests near large bodies of water (for Haliaeetus Bald Eagle Current T BGPA nesting); lakes and sounds (for foraging) leucocepha /us [nesting sites only] Alasmidonta Dwarf Tar and Neuse drainages, mainly near Fall Line heterodon (syn.) Wedgemussel Historical E E Myotis septentrionalis Northern roosts in hollow trees and buildings (warmer (syn.) Long -eared Current SR T -4(d) months), in caves and mines (winter); mainly in Bat the mountains Rhus michauxii (syn.) Michaux's sandhills, sandy forests, woodland, woodland Sumac Current E E edges References: North Carolina Natural Heritage Program Online Database Search [August 12, 2015]. Department of Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. htto : / /www.ncnhv.ora/ 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? I ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential Fish Habitat was identified near the project. Page 12 of 13 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? The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on August 12, 2015, no historic structures were identified within the property boundaries. Additionally, no structures > 50 yrs old were identified while onsite evaluating wetlands. B. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? 10 Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: The project engineer will work with the City of Raleigh to ensure that all FEMA requirements are met for this project. The only impact to jurisdictional areas is a small wetland impact on the north side of Impact #2. 8c. What source(s) did you use to make the floodplain determination? Per project engineer & NC Floodplain Mapping Program Deborah E. Shirley Applicant/Agent'L—P reI Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization lette from the applicant is provided.) Page 13 of 13 August 18, 2015 Date Soil & Environmental Consultants, PA R412 VA „ t'14-1 a„,.t. gun. 114, RA ."Ad ru 27, I; . r'6,,,u ('aV, Ra,, i'✓•Y, • I — MV),, M u.!140 ...,m PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION Project Name/Dmcription: S &EC Project # —JJ < _J U Date: 6 1Z 2-1.1-5'— The Department of the Army U.S. Army Corps of Engineers, Wilmington District 69 Darlington Avenue Wilmington. NC 28403 PG✓t C Attn: J Field Office: ICG.i f,�\ 2,* 1G 6L - 1, the undersigned, a duly authorized owner of record of the property/ proderties Identified herein, do authorize representatives of the Wilmington DistriCt, U.S. Army Cotes of Engineers (Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the property herein described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Ad and /or Section 10 of the Rivers and Harbors Act of 1899. This document also authorizes S&EC, as my agent, to act on my behalf and take all actions necessary for the processing, issuance and aomptance of a permit or certification and any and all associated standard and special oonditions.This notification supersedes any previous correspondence conoeming the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to visiting the site. PARCEL INFORMATION: Parcel Index Number(s) (PIN): / 73 -7.9 S/ %,-/ Site Address: ,49,n/ City, County, State: le.4,4. A/ L PROPERTY OWNER INFORMATION: Ai iw:vr�rM/ Am Prope We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Project Number: 12590.W I Project Manager: 5B Scale: I" =500' L�l N J11V Map Title: Figure I - U5G5 Mafg 5uncre5t Villages Wake County, NC Date: Source: Wake County GIS 5/20/15 U5G5 Raleigh E. t Wake Forest quad I W -<-ftftj of O i FALLS LN i �Tq Y( 0 500 1,000 N Feet Soil & Environmental Consultants, PA 8412 Fa83 of N— Rod. S— 100. Mmgh, NC 37613 - Ph— (919) 8066900 • Fax (919) 816946. ' LO L) - - co WO Loo f k l pC2 Ap6 co ..� 2 !l , � L wr 1, f rf' A co 1 co � A #A � I tt j DUB Wh w 4 I �- a - s 'roject Number: Map Title: Njure 2 - N 12590.W I 0 500 1,000 'roject Manager: 5011 5urvey Map I I I I I I I 5B 5uncre5t V11la63e5 Feet Scale: Wake County, NC I ((— 5 oOl J4 )ate: Source: Wake County GIS Soil & Environmental Consultants, PA 8012 F.Ib of N— Ro.d Sidle 104. M.gh, NC 27613 - Pi— (919) 8&3900 • F. (919) 846-9'6. 5/20/15 Soil survey sheet 30 °m 4 FMA N OVE North Carolina Department of Environment and Natural Resources Pat McCrory Governor Mitchell Mill Investments LLC 8512 Society Place Raleigh, NC 27615 Determination Type- Buffer Call ® Neuse (15A NCAC 2B .0233) ❑ Tar - Pamlico (15A NCAC 2B 0259) ❑ Jordan (15A NCAC 2B .0267) Donald R. van der Vaart Secretary June 24, 2015 Subject: Buffer Determination NBRRO# 15 -279 Wake County Isolated or EIP Call ❑ Ephemeral /Intermittent/Perennial Determination ❑ Isolated Wetland Determination Project Name: Sunerest Village (Suncrest Village Lane, Raleigh) Location/Directions: Subject property is a privately owned lot located at project address; Subject Stream: UT to Neuse River Determination Date: June 24, 2015 Feature Not Subject E/11P* /Flag Subject To To Buffers Buffers A X I B' X E *E/I/P - EphemeraUlnterrrtittent /Perennial Staff: Sara Knies Start@ Stop@ Soil USGS Survey Topo Throughout S- Ol/DWQ X X Flag X Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked "Not Subject! ' has been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be other streams located on your property that do not show up on the maps referenced above but, still may be pne rcCa,o1��, ,a It North Carolina Division of Water Resources 1628 Mall Service Center Raleigh NC 27699 -1628 Phona 1010) 701 -AW Internet' WWW newatercivaldv orci Location 3800 Barrett Drive Raleigh, NC 27609 Fax (919) 788 -7159 An Equal OpportunityrAffinnative Acton Employer - 50% Recyded110% Post consumer Paper Suncrest Villages Wake rounty June 24, 2015 Page 2 of 2 considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources (DWR). This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR or Delegated Local Authority may request a determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the Director shall be referred to the Director in writing c/o Karen Higgins, Karen Higgins, DWR — 401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699 -1617. This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60) days. The owner /future owners should notify the Division of Water Resources (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the Division of Water Resources (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919) -554 -4884. If you have questions regarding this determination, please feel free to contact Sara Knies at (919) 791 -4258. e spe tfully, W Danny Smi , Supervisor Water Quality Section Raleigh Regional Office cc: RRO /SWP File Copy i fr Project 5t 9\ � 0.W1 Project Manager: SB Scale: lit = 500' Date: 5/20/15 /9�w ( A .5 < GROVEShIIRE LA IDING FALLS LN F' a r a To YC Map Title: 0 500 1,000 Figure 1 - USGS Map , , I , , I Sunerest Villages Feet Wake County, NC Source: Wake County GIS Soil & Environmental Consultants, PA USGS Raleigh E. &Wake Forest quad id11 F.W of u;Rwd Sw Rala,q Nf 2 %P• %wn (919)8d6.59W•FU (91Y)a9_9d6 Yb �VY*4 � / I .s!' k � • f III APC2 Me ApfY V wM N 4 wh. Project Number: Map Title: Figure 2 - 12590.W1 0 500 1,000 Project Manager: SOII Survey Map I i i i I i i i I SB Suncrest Villages Feet Scale: 500' Wake County, NC 1 " = Source: , Soil & Environmental Consultants, PA Date: Wake County GIS 9412 Falk *M Rosa. SwY 191•Ralagk.W 27613, flma(9i "lS46.!9W• FU:(919)31694G, 5120115 Soil sunrev sheet 30 "� Vol 1 Statement of Mitigation Credit Availability Pancho Stream, Wetland and Nutrient Mitigation Bank August 12, 2015 Mr. David Shaeffer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 Re: Availability of Compensatory Riparian Wetland Credits Project: Suncrest Village — Phase 4 We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that .12 Riparian Wetland Mitigation Credits (Credits) from the Pancho Stream, Wetland & Nutrient Mitigation Bank (Bank) are currently available and may be used, once transferred, for compensatory mitigation relative to the Suncrest Village — Phase 4 project, and as proposed by Mitchell Mill Investments, LLC (Applicant). The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price. We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US Army Corps ( USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited Credits. Should your office have any questions, please contact me at 919.334.9123. Sincerely, J &A w Tiffani Bylow Restoration Systems, LLC RESERVATION LETTER Pancho Mitigation Bank August 12, 2015 Mitchell Mill Investments, LLC Attn: Allen Duncil Re: Reservation of Riparian Wetland Mitigation Credits Project: Suncrest Village — Phase 4 We are providing this letter to confirm that .12 Riparian Wetland Mitigation Credits (Credits) from the Pancho Mitigation Bank (Bank) are currently available and may be used, once transferred, for compensatory mitigation relative to the Suncrest Village — Phase 4 project and as proposed by Mitchell Mill Investments, LLC (Applicant). Our company hereby confirms that the Credits are currently available for transfer from the Bank's Ledger to the Applicant at a cost of $14,200. As of today we are placing these credits on reservation for a period of forty -five (45) days, or until the permit is issued, whichever occurs first. If the Permit is not issued within forty-five (45) days of the date of this letter, we will require the Applicant to place a non - refundable deposit in the amount of twenty percent (20 %) ($2.840) of the total purchase price of mitigation needed. This will extend the reservation of credits for another thirty (30) days. The Applicant will have ten (10) days from the date of Permit Issuance to tender full payment to the Bank. Following the expiration of this ten (10) day period, if full payment has not been received by the Bank the Credits will be released from reservation. We will then notify the US Army Corps (USACE) Project Manager triggering the requirement for a permit modification by the Applicant. Should the Applicant purchase the Credits within the relevant timeframe, we will complete and execute the Compensatory Mitigation Responsibility Transfer Form (Transfer Form) within three (3) business days of the Bank's receipt of the full purchase price. We will further provide copies of the completed and executed Transfer Form to the Applicant, the Bank's USACE Project Manager and, if needed, other regulatory agencies. Finally we will also provide to the USACE an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited Credits. Should your office have any questions, please contact me at 919.334.9123. Sincerely, Jhlu, 007 A7_ Tiffani Bylow Restoration Systems IMPACT LEGEND I I .2 �� RIP- RAPDISSIPATOR TEMPORARY/ 1 I ; `� "" �� tea. ( PERMANENTIMPACT \ \i \ ETLANDS - 2 1 I I 2_ _ , WETLANDS ; I .� 'P� . .� `.� \ \ \a F� �� 1 1 I O r . -- -- - -- --- : .. /,� r` \ I - -- - - - - -- 9'Qi �dl� /�/ �',9 ' \'�•� i \ -- - s / ���a \ I IMPACT2 I ZONE 1 IMPACT ; \ �. 7 ' i\ J,Y �� ` \ ZONE 2 NRB 2,939 SF I w \ � -- -- -- - -- -^ ,- --- _ - -- -- �Y.<t` -19$ rim / � `� ZONE 1 NRB 7,491 SF I o - / r/ \ \ �` PERMANENT STREAM 51 LF - 329 SF (EXCLUDES EXISTING CULVERT LENGTH) — - • • : •. • l : ��+ .l _ F,p 'P %r,'� X99' !�/ // \\ TEMPORARY STREAM IMPACT 31 LF -304 SF — ZONE 2 IMPACT - �• •* - (= - _ EXISTING STREAM IMPACT 58 LF (CULVERT) t ' •• / \�� PERMANENT WETLANDS 2,709 SF `- - -- . I ( • —195 ~• _ ^ _ • TEMPORARY WETLANDS 102 SF � PERMANENT WETLAND IMPACT EMPORARY -- - = -}S— PERMANENT / nj --- 9s-------------- -sr- - -- STREAM IMPACT STREAM IMPACT ^ Ojg i A" SS-- .- -SS EX e• PVC � `•sg1r+ I 2Q1 \ � _ _ - 9) _ - a _ ti �--== _ =V = =- TEMPORARY WETLAND IMPACT i \ I ` -. -_ �j- %,�8\ 0 - - --- -^ / E N't-mollPERMANENT STREAM IMPACT _� . � �I,,r-- f- F --'J� , �-- -- E--- _ I ed c t $ q o � -� .� _ -- ,IMPACil .. ; - - / 7�•����.:e -�_ -_, fA c a .m ro n m _ _ JURISDICTIONAL WETLANDS - - - - -- e� 0.' w me m' m TEMPORARY STREAM IMPACT J� 2,529 S F 1 - -- - - - -- - - - -- ` - - j` •� -.� r� _ _ - - 3 " ° m r r/rr/ \ ; .. I - i' ```� ,` _ ` \ �_� ` \' ' ' I W o (34. L a E _ , .,.G co 203 1 0 'a a w l! -— -200 1 c�; N RIP -RAP DISSIPATOR �� % , . ` `i � �0 \ l ,in r-4 NiA' 1 ` ^ 1p C'` .` , (� I \ WIC . �` _ �` 1\ `p�2 STREAM r N ���'N ' ^-.` �� I 0 ^ k •� r . ( ` / ` `. ` `� ` \,� m m CHANNEL Q �;Z .Z1 o " m � iNl Z ja `i Q7 , '� ' ' / �` ,`r 1 ( \ \7 I Z, ; Mc V r /' ' I ,,� T { I [ �` ;ZI ' t T I f I -, i I I I / I zos .205 i 0 I EXISTING GRADE I W 0 I Lo i I ( PROPOSED GRADE I zoo D a zool i I� a °a I 1 I I � 3 ., � I I •- � �_ • _ _ UPSTREAM CONCRETE HEA -I I - - - az. I - i C/) 195 48" RCP!' { DOWNSTREAM CONCRETE HEADWALL - — — — ` — — INV _ INV: in1.30 - 10_PIPE BURY-' - - - - - - - - - - - - - -- • �STRfA T rr 48 RCP • , , -«• I• , • + •• + -_ 9; i-- : NEW STREAM X- SECTION I I 1• + I I ! 190 2~ LL 8 1901 ;GRAPHIC SCALE COFFERDAM TO BE CONSTRUCTED UPSTREAM OF REDIRECTED N -- - - -BE iTABILIZEDWITH- VEGETATIONAIVD— o� EA�71 STREAMTO ao 0 20 j ao so i iso i _ _ _ _ _ _ _. _ _ _ ALLOWED TO RETURN TO ORIGINAL ELEVATION. PIPE CULVERTS -- i I TO BE INSTALLED AFTER STREAM REDIRECTION, CLASS TRIP -RAP r a — UI»IrATOR70 -BE CONSTRUCTED;FOR AA -DISTANCE OF30'- 4 -- - - -- I - N FEET )- -- -- -- -- - - -- - - -- -- - - - - -- - - - — - — - -- -- - DOWNSTREAM_ -- - - SHEET - - -- - - - -- -- - i- -- - - -; -- ; 3 i 1 in h = 40 ; ft. ,85 185 -1+00 0.00 1+00 2-DD 3.00 1400 5 +00 x���y, WIh�H/W ypap�W�AY./Na� pal0.TGdwF �y�pyy l25ls1Vll ,I r4 a I ■T i I as e ^A N� I \O � / { i =--I a � \I O Imo, N Igl --------- - - - - -- \j 1 r r J \ I `\ll I I I • I I 1 I i • I p I I I y i I , i I f � � Y I I z ' ;• I 1 � y •; � I C z R� a I 1 •d` I , `\ I� �R I z v, -rJz7 •X'�Y� rY 'r}y��n eil•, • r'��klti�- •J��•'y' � ri ;'iy{li' tz --- - - - - -- • r l v - - -- �• � 40• —6- 6 -24-2015 ' BF RALEIGH to JAL JR - r I I I I I I I I I I I •aa x��N�nna SUNCREST VILLAGE PHASE FOUR NORI WAKE CW1N1't TREE CONSERVATION PLAN \ i / � 1 1 --, - \ \\\\-T -rJz7 •X'�Y� 'r}y��n eil•, • r'��klti�- •J��•'y' � ri ;'iy{li' JOHN A, EDWARDS 8. 80MPANY Consulting En9 NC ticenso F4M 333 Wade Ave., Raleigh. N C' 27805 Phone: (919) 828+4428 Fax: (919 ) 828+1711 E rnO; infOOaOC° eom I BY RElns I B I P a ■ z to 0 3: 0 0. z J C%4 I .t 0 (4 C040 - E • o z 0 C� co I a '0 SHEET U. CC 40 m a ul 06 C* 'a V- it i. -j w C Z O u. E CL z 0 nit ■ I 3: 0 z J C%4 I .t co 7) m I 00 Li I M ------------ o �D Z=) SHEET 0 0 I C%4 I .t co 7) m I 00 Li I M ------------ o SHEET BM 2004, PC 1888 co -T PERMANENT WETLAND IMPAL !T I I -Tr F —� T-,7=1 T I I T TEMPORARY WETLAND IMPACT T- —71 14 BM 2004, 1888 : co ................. PERMANENT STREAM IMPACT X...... ....... ... ............. TEMPORARY STREAM IMPACT ......................... - - - - - - - - - - - - - NN\ ..... ............ .......... 9N .......... BM 2004, PG 1888 NN, ...... CURVE TABLE .......... CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING (66 .. ...... J 100.72* 51 7° 06® 12"W v .......... Cl 1,37.18' 52.00' 151 *09112" .......... BM 2004, PG 1888 C2 99.49, 6045.97' 000'56*34!' 99,49' NOW 47' 51"W ....... — C3 46.83' 5984.82' ,83' 586® 33' 57"E 1V 04 28.56' 25.00' 065*2638" 27.03' N59' 57' 29"E ...... C5 33.42 ' 5100' 03649'09" 32.84! N45* 38' 44"E (65� 1 - -­-L , 'LL- - _O6 52.16' 52.00 0572817 50.00 887' 12 33"E tp IN, BM 2004, PG 1888 ( LINE TABLE ............. . ... 64 H UNE # LEG N DIRECTION ....... BM 2004, PC 1888 . ...... Li 61.10' S84' 59' 12 -E N ks, 4 50' S05' 05' 39" w L2 . (56� . ......... SM 2004, PG 1887 I \ r I g, (59� No - - - - - - - - - - - -- - - - - - - - - - Im I I I I W7 FES 00 yN 0, ui < I z CL 04 0 4) . 1 0 E 0 4) co z 4 0 0 06 r C4 40 t- co u I C4 co u- .0 4* - w CD c 4) 0) 1-0* 0) r 75 :3 4) (1) 0 -1 0 w 0 • Z 4) = LL o 13 a. w z ce) 00 yN 0, ui < I I HTN� ni TEMPORARY STREAM IMPACT RIP-RAP DISSIPATOR MIN ml 195 El MIS ------­----------- ----- - ------- -- RIP-RAP DISSIPATOR ..... • OR n� E ��L TEMPORARY 0+00 CIC STREAM IMPACT � Ex. 8" F>vc sl"*, 0 N 17 j 0 i .-1 19 00 F_ U- '(64 Lu (D 0) 0_ wi > u z 0 M uj cwl) V) DOWNSTREAM CONCRETE HEA#VTALL-----::: �W :W� a • I 0 -C 00 cr M ow 0. 04 N JV C6 zSHEET Cl