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HomeMy WebLinkAbout20180152 Ver 1_401 Application_20180118W R 2018 I DEQ -WATER RESC.'!P:'t5 January 30, 2018 US Army Corps of Engineers Raleigh Regulatory Office Attn: Ms. Tasha Alexander 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 SAGE ECOLOGICAL SERVICES F`.* 2016 2 0 1 8 0 1 5 2 NC Division of Water Resources 401 & Buffer Permitting Unit Attn: Ms. Karen Higgins 512 N. Salisbury Street Raleigh, NC 27604 Re: Savaan Subdivision (Ferrell Farm) Request for NWP 29 & GC 4139, and Riparian Buffer Impact Approval Sage Project # 2017.28 On behalf of Ashton Woods Homes (applicant) and Arroyo Capital I, LLC (owner) please find attached a complete application and supplemental information requesting written concurrence from the US Army Corps of Engineers (USACE) and North Carolina Division of Water Resources (NCDWR) that the activities associated with the proposed road extension may proceed under Nationwide Permit (NWP) 29 and the associated General Certification (GC) 4139. Please find attached a complete application and supplemental information. Project Summary and Purpose The overall project is a single-family residential subdivision with residential streets and utilities that will connect to existing adjacent roads and utilities in the area. The Project is located western Wake County approximately 3/10 mile west of the Davis Drive and Morrisville Carpenter Road intersection in Cary, Wake County, NC. The purpose of the proposed project is to construct a residential subdivision and associated utilities to meet the demand for housing in this part of Wake County. Project Detail The overall project is a single-family residential subdivision that consists of 158 -detached residential lots and 140 condo/ townhome units. Residential streets will connect to existing adjacent roads in the area. Several connections to existing adjacent sewers are to be constructed in the southern portion of the Property. An existing sewer located along the eastern property line is proposed to be removed and relocated slightly. An existing RCP approximately 75 linear feet (LF) will be removed. The pipe is located at the end of drained pond. Upstream of the pipe removal, a precast double barrel box culvert (2) 6'x10' measuring 106 LF with headwalls and an outlet riprap dissipater basin will be installed upstream of the existing RCP. The proposed impacts Savaan Subdivision Page 1 of 4 will result from road construction, wetland fill, and temporary impacts associated with stream dewatering and culvert placement. Heavy equipment typically used for utility installation projects (e.g. back hoes, bull -dozers, etc) will be utilized. No recorded federally listed species are located on the project site or within a 1 -mile radius according to the NC Natural Heritage Data Base (2017). The project is located within the eastern portion of the Carpenter Historic District (WA0787), a National Register (NR) Boundary, which occupies a late 19th -early 20th century farm crossroads district. The portion of the proposed development within the Historic District has historically been used for agriculture and pasture (i.e. regularly plowed) and contains The C.F. Ferrell House (WA0742). The C.F. Ferrell House is located along the southern property boundary of the tract adjacent to Morrisville -Carpenter Road. According to the SHPO website, the status of the C.F. Ferrell House is Surveyed Only (SO) and Center point of a National Register historic district (NRHD). The house was built circa 1900 and is a one-story frame dwelling. As part of the rezoning approval process, the Town of Cary Council and Planning Department requested that the C.F. Ferrell House be preserved. The Town of Cary would allow preservation / relocation to be completed either on-site or off-site. No other structures were deemed historically relevant and are not slated for preservation. To best preserve the house in its contextual environment Ashton Woods and David Ferrell (homeowner) determined that the home should remain on-site. The location chosen is approximately 900' southeast of its current location and will provide an ideal setting for the relocation. The home will be set within a conservation easement area of approximately 1.3 acres. 0.97 acres of that space is set aside for stream and wetland buffers and reforestation areas. These areas are restricted and no development is allowed (see attached Draft Site Plan and Ferrell House Exhibit). The home will be restored to as near its original structure as is feasible. This includes the removal of structural additions and the replacement or rehab of windows, roof, siding, and front porch to more closely resemble the original structure. The interior rehab will include fireplace rehab and reclaiming the original flooring as much as possible. The landscape planting will also see a rehab which includes planting that more closely resembles the style and period of the house (see attached draft rehab agreement). Capital Area Preservation met with the Town of Cary and Ashton Woods to provide guidance and direction with regard to the location and rehabilitation of the house. Ashton Woods will work with Capital Area Preservation to ensure that the home is returned to its original structural form and remains in a well-maintained condition. Ashton Woods will grant a conservation easement to Capital Area Preservation to memorialize this effort and provide further protection to this historic home and lot (see attached draft easement agreement). Finally, a plaque will be set in a conspicuous location on the site to provide details and information relating to the origin, design, and history of the C.F. Ferrell house (see attached draft plaque rendering). Savaan Subdivision Page 2 of 4 A scoping letter was sent to NCSHPO in August of 2017, which included the action plan described above. The NCSHPO requested a preliminary survey. Based on current SHPO guidelines the survey produced four prehistoric sites and two historic sites, none of which will be recommended eligible for the NRNP. One of the historic sites was associated with the Ferrell Farm house but the material appears to be incidentally dispersed. A report will be submitted to SHPO within the next week. Proiect History Most of the project site has been in pasture and crop production since the early twentieth century. A riparian buffer determination was made by NCDWR staff on March 12, 2014 and a determination letter (NBRRO# 15-075) was issued on March 18, 2015. A wetland and stream delineation was completed by Sage Ecological Services, Inc. in 2017. A site meeting was held with Ms. Tasha Alexander of the USACE in July 2017. The northern portion of the Site contains a portion of the Town of Cary's Airport Boulevard easement which will connect two existing stubs of the roadway located on either side (east and west) of the Project. The Airport Boulevard corridor was determined to be a separate project by the USACE in 2017 based on its inclusion in the Town of Cary's transportation improvement plan among other things. The Airport Boulevard corridor permit application was previously submitted to the USACE and NCDWR under separate cover. Avoidance and Minimization The proposed roadway was positioned as a nearly perpendicular crossing in an effort to avoid additional stream impacts. The location was chosen so as to minimize wetland impacts and avoid the larger wetland area located slightly downstream. Construction fencing will be used to define the construction corridor and prevent any accidental additional impacts. Silt fencing will be installed to provide additional protection from runoff. The culvert site will be dewatered during construction in accordance with Best Management Practices. The culvert will be buried 12" below the existing stream bed to allow aquatic passage. Project Impacts Proposed stream and wetland impacts will result from fill and culvert placement required for road construction. The installation of the road will also result in temporary impacts due to dewatering and work areas. Overall stream impacts total 126 LF which include 107 LF of permanent perennial stream impact (culvert) and 19 LF of temporary impacts due to dewatering and culvert construction. Proposed permanent wetland impacts total 0.340 acre as a result of road fill. No stream or wetland impacts are proposed for the relocated sewer line because the position of the relocated sewer line is within what is now the piped portion of the stream through the old pond dam. The Project is located within the Neuse River Basin. Buffer impacts proposed for the project include 12,836 Square Feet (ft2) in Zone 1 and 4,898 ft2 in Zone 2 resulting from the road crossing; 1,462 ft2 in Zone 1 and 1,686 ft2 in Zone 2 for the sewer realignment; 1,037 Win Zone 1 and 361 ft2 in Zone 2 for the sewer removal (all of which will be revegetated); 158 Win Zone 1 and 745 ft2 in Zone 2 for sewer connection to an existing line; and 242 ft2 in Zone 2 for a parallel sewer easement. Savaan Subdivision Page 3 of 4 Mitigation Permanent stream impacts will total less than 150 linear feet therefore stream mitigation is not proposed. Wetland impacts exceed 0.1 acre and will be mitigated at a 2:1 ratio. Mitigation is proposed for buffer impacts at 3:1 (Zone 1) and 1.5:1 (Zone 2) ratio. The project is located in HUC 03020201. Wetland mitigation credits for 0.68 acre will be purchased from the Falling Creek Stream and Wetland Mitigation Bank (see attached Statement of Availability letter). Riparian Buffer credits for 45,855 ft2 will be purchased from the Old Savannah Nutrient Offset & Buffer Bank (see attached Statement of Availability letter). If you have any questions, please call me at (919) 559-1537. Sincerely, G Sean Clark, PWS Sage Ecological Services, Inc. Attachments: Pre -construction Notification (PCN) Application Form Agent Authorization Map Figure 1-USGS Site Vicinity Map Figure 2 -Soil Survey Site Vicinity Map Impact Maps (7 sheets) Mitigation Bank Letters (2) Check for $240.00 for 401 -processing application fee (NCDWR only) Savaan Subdivision Page 4 of 4 O�O� WA.rk9, � y Office Use Only: Corps action ID no. SAW -2016- 01126 DWQ project no. Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ® Section 404 Permit ❑ Section 10 Permit 1b. 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 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Ferrell Farm 2b. County: Wake County 2c. Nearest municipality f town: Cary 2d. Subdivision name: Savaan Subdivision 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Arroyo Capital 1, LLC 3b. Deed Book and Page No. DB 017006; DP 01819 3c. Responsible Party (for LLC if applicable): Leigh Austin 3d. Street address: 100 W Broadway, Suite 680 3e. City, state, zip: Long Beach CA 90802-4463 3f. Telephone no.: 562-206-1731 3g. Fax no.: 3h. Email address: ibrouelette &arroyocapital.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ® Other, specify: Home Builder 4b. Name: N/A 4c. Business name (if applicable): Ashton Woods Homes Attn: Bob Mishler 4d. Street address: 5711 Six Forks Road Suite #300 4e. City, state, zip: Raleigh, NC 27609 4f. Telephone no.: 919-232-3685 4g. Fax no.: 4h. Email address: Bob. Mishlerna.ashtonwoods.com 5. Agent/Consultant Information (if applicable) 5a. Name: Mr. Sean Clark 5b. Business name (if applicable): Sage Ecological Services, Inc. 5c. Street address: 3707 Swift Drive 5d. City, state, zip: Raleigh, NC 27606 5e. Telephone no.: 919-559-1537 5f. Fax no.: 5g. Email address: sclark@sageecological.com Page 2of10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 0745-25-2410 1b. Site coordinates (in decimal degrees): Latitude: 35.8263° N Longitude: 78.8575° W 1 c. Property size: +/- 74.25 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT to Crabtree Creek 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse River Basin (HUC 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 The. Site is roughly, L-shaped and is currently operated as a pasture and pumpkin farm_ 3b. List the total estimated acreage of all e7eisting wetlands on the property: +/= 4.6 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: +/- 1,455 LF 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to construct a residential subdivision and associated utilities to meet the demand for housing in this part of Wake County. 3e. Describe the overall project in detail, including the type of equipment to be used: The overall project is -a single-family residential subdivision with residential streets and utilities that will connect to existing adjacent roads and utilities in the area. The developer plans to construct 158 detached residential lots.and 140 condo/ townhome units. The proposed impacts result from road construction, and lot fill. Heavy equipment typically used for utility installation projects (e.g. back hoes, bull -dozers, etc) will be utilized. 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. past? ® Yes ❑ No ❑ Unknown Comments: 4b. If the, Corps made the jurisdictional determination, what type, of determination was made? Z Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Mr. Sean Clark Agency/Consultant Company: Sage Ecological Services, Inc, Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A site meeting -was held with Ms. Tasha Alexander,of the USACE and;a PJD was issued,on OM U2017. S. 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 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) or Area of Permanent (P) or (if known) DWQ (401, other) impact Temporary (T) (acres) Wetland Impact 1 Fill / Excavation Riparian No Corps 0.34 P Wetland Choose,one Choose,One Choose one Yes/No - 0 2g. Total wetland impacts 0.34 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. 3e1. 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 intermittent (feet) (linear Temporary (T) (INT)? feet) Stream Impact 1 Culvert UT to Crabtree PER Corps 6 107 (P) Placement Creek Stream Impact 2 Dewatering, Bypass 'Ditch UT to Crabtree Pi=f2 Corps 6 19 (T) and Work.Area Creek 3h. Total stream and tributary impacts 126 3i. Comments: Permanent stream impact is < 150 LF. Therefore, no stream mitigation is proposed for this project. An existing RCP (24" X 75') conveys UT Crabtree Creek downstream of the proposed culvert location across a farm road. Riprap will be placed in the location of the existing pipe and roadfill. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds„ the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts, below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact Permanent (P) or (if applicable) (acres) Temporary T 01 Choose one Choose One Choose 4f. Total open water impacts 0 4g. Comments: There are no open waters within the project boundaries. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. Page 4 of 10 5a. 5b. 5c. 5d. 5e: Wlatland Impacts (acres) Scream Impacts (feet) Upland Pond 0 Proposed use or (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded number purpose of pond P1 Choose One P2 Choose One 5f. Total 0 1 0 0 1 0 0 0 0 5g. Comments: This project does not propose Pond or Lake construction 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: 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 ou MUST fill out Section D of this form. 6a.Project is in which protected basin? ® Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason for Buffer mitigation required? zone 1 impact Zane 2 impact Permanent (P) or impact Stream (square feet) (square feet) Tem ora T name 1 - P Road Crossing of UT Crabtree Yes 12,836 4,898 Stream Creek 2 P Sewer UT Crabtree No 1,462 1.,686 Relocation Creek 3-T Sewer UT Cnabtreel No 1,037 361 Removal Creek 6 - P Sewer UT Crabtree No 158 745 Connection Creek 8 - P Sewer UT Crabtree No 0 242 Connection Creek 61h. Total buffer impacts 15,493 7,932 6i. Comments: Page 5 of 10 D. Impact Justification,and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Stream crossings were designed to be as perpendicular as possible to reduce impacts. Proposed subdivision roads were aligned so as to avoid impacts to streams and wetlands as much as possible while avoiding existing utilities and property line buffers. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques-. General techniques include the use of construction fencing to define the construction corridor and prevent any accidental additional impacts. Silt fencing and temporary basins will also be used to prevent sediment runoff into the streams and wetlands. Headwalls will be constructed in several locations so as to further reduce impacts. Cross drainage pipes will be installed during a period of two dry days. Pumping of water will not begin until bypass is built. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ® Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps 2c. If yes, which mitigation option will be used for this project? ® Mitigation bank ❑Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Failing Creek Stream and Wetland Mitigation Bank 3b. Credits Purchased (attach receipt and letter) Type: Riparian wetland Quantity 0.68 acres Type: Choose one Quantity N/A Type: Choose one Quantity N/A 3c. Comments: N/A 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: 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: N/A 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. Page 6 of 10 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ® Yes ❑ No buffer mitigation? 6b. If yes, then identify 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 Stream Crossing 12,836 3 (2 for Catawba) 38,508 Zone 2 Stream Crossing 4,898 1.5 7,347 6f. Total buffer mitigation required: 45,855 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: Payment into the Old Savannah Nutrient Offset & Buffer Bank (private mitigation bank) is proposed to offset the riparian buffer impacts that aren't considered "exempt" or "allowable". Buffer mitigation will be required for the road crossing which exceeds 1/3 acre of buffer impact. Please see attached Statement of Availability letter for buffer mitigation credits. Page 7 of 10 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: The diffuse flow plan is part of the Stormwater Management Plan being ❑ Yes ® No reviewed by the County. I 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 40.8% 2b. Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project requires a Stormwater Management Plan that will be reviewed by Town of Cary, NC. 2d. if this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: The site plan calls for multiple BMPs spread throughout the site. 2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Cary 3. Certified i_oeat Government Stormwater Review 3a. In which local government's jurisdiction is this project? Cary ® Phase II 3b. Which of the following locally -implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ ORW (check all that apply): ❑ Session Law 2006-246 ® Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ® No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No I 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8of10 PCN Form — Version 1-3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ 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)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 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 213 .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 DWO policy. If you answered "n©;," provide a short narrative description: 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The proposed project Will tie into,existin_g Town of Cary sewer lines located adjacent to the.site. 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 El Yes ® No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. 54d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The NC Natural Heritage Data Base (2017) was referenced and a report (dated July 13, 2017) was received from NCNHP identified no recorded federally listed species on the project site or within a 1 -mile radius. 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 western Wake County which is not near any coastal or tidal habitat that would support EFH (i.e. 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? iittp://,gis.,ncdc,r.gov/"eb/ *,Records check at the State Kstoric Preservation Office or the Office of State Archeology was not performed. The proposed development occupies the eastern portion of the Carpenter Historic District (WA0787), a National Register (NR) Boundary, which occupies a late 19th -early 20th century farm crossroads district. The C. F. Ferrell House (WA0742) is situated along the southern property boundary of the tract along Morrisville -Carpenter Road. According to the SHPOWEB site, the status of the C.F. Ferrell House is Surveyed Only (SO). A scoping letter was sent to SHPO in August 2017. A survey report is being completed and provided to SHPO for review. 8. Flood Zone Designation (Corps Requirement) —7 8a. Will this project occur in a. FEMA -designated 100 -year floodplain? ❑ Yes Z No 8b. If yes, explain how project meets FEMA requirements: N/A 8c. What source(s) did you use to make the floodplain determination? FEMA Flood Map Service Center (https://msc.fema.gov/portal/search) FEMA DFIRM Panel # 3720074500J, effective May 2, 2006. Scan Clark ( 01/302018 dam' Date Applicant/Agent's Printed Name Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 SAGE ECO LOG ICAL SERVICES EST. 2016 AGENT AUTHORIZATION FORM All Blanks to Be Filled in By the Current Landowner or Leal Representative Name: Arroyo Capital I, LLC 100 West Broadway, Suite 680 Address: Long Beach, CA 90802 562-206-1731 Phone: jbrouelette@arroyocapital.com Email: Project Narne/Description: Savaan Residential Subdivision Sage Project # 2017.28 Date: 1/25/2018 The Department of the Army U.S. Arany Corps of Engineers, Wilmington District P.O. Box 1890 Wilmington, NC 28402 Attn: Field Office: Re: Wetlands and Streams Related Consulting and Permitting To Whom It May Concern: I, the undersigned, the owner or a duly authorized representative of record of the property/properties identified herein, do authorize representatives of the U.S. Army Corps of Engineers (Corps) 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 Act and/or Section 10 of the Rivers and Harbors Act of 1899. I also hereby designate and authorize Sage Ecological Services to act on my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc. from this day forward. This notification supersedes any previous correspondence concerning 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 Sage staff. Please contact Sage to arrange a meeting prior to visiting the site. BY: Jeffrey B. Brouelette Print Name of Landowner or Legal Representative BY: h '1> �gna re of Landowner or Legal Representative '* • 1n k a ►��'�'rNo a rr I FRANKLIN ORANGE DURHAM �t WAKE CHATHAM JOHNSTON LEE HARNETT -� 4� - a 1 ' a 1 z::x� +- � +! fir^ ~ � �'� ���_ _ • ",�: �� Project Study Area USGS Topographic Map AL Figure 1 Savaan (Ferrell Farms) Sage Project #2017.28 N Sage Ecological Services, Inc. Office: 919-335-6757 Cary, NC Quadrangle Cell: 919-559-1537 USGS Topography, December 2013 April 26, 2017 0 750 1,500 Feet Wy WsB2 CrQ2 WVD3 I Lit- WSB2 'en 2 CrB2 Ws 2 WY WsB2 CrE3 WSC2 WyfN Wy WsC2 w CrIB2 GU Map Location ORANGE FRANKLIN DURHAM NASH WAKE CHATHAM JOHNSTON LEE HARNETT C' fB2 @ 2 2 C� Cr r2 Project Study Area NRCS Soils Map Figure 2 Savaan (Ferrell Farms) Sage Project #2017.28 N Sage Ecological Services, Inc. Office: 919-335-6757 USDA Soil Survey Cell: 919-559-1537 Wake County Sheets 35, 36, 45 & 46 April 26, 2017 0 500 1,000 mmnmmmmnmczzzzzz= Feet VICINITY MAP SITE N VILLAGE VIEW LANE WETLAND AND STREAM IMPACT MAPS ENVIRONMENTAL IMPACT SUMMARY, STREAM/WETLAND IMPACT PERMANENT TEMPORARY MAP TYPE SF JAC LF I SF AC LF A CH 604 0.014 _ 107 35 0.001 19 A JVV 14,809 0.340 SAVAAN SUBDIVISION 11/6/17 �..- AIRPORT BOULEVARD PERMITTED BY TOWN OF CARY(UNDER DIFFERENT COVER) Sheet Index SAVAAN SUBDIVISION STREAM AND 14.0 WETLAND IMPACTS OVERALL SAVAAN SUBDIVISION STREAM AND 14.1 WETLAND IMPACTS DETAIL SAVAAN SUBDIVISION STREAM AND 14.2 WETLAN D CROSSING PROFILE SAVAAN SUBDIVISION STREAM AND 14.3 WETLAND CROSSING CROSS SECTION EXISTING ENVIRONMENTAL LEGEND BUFFER JURISDICTIONAL STREAM JURISDICTIONAL WETLAND �mM% ' MAP A \ \ L. APPLICANT ASHTON WOODS HOMES 5711 SIX FORKS RD SUITE #300 RALEIGH, INC 27609 o AW .1 ASHTON WOODS 30' PUBLIC STRM ESMT� �a PROPOSED PLACE RE 1 MAP A 1" =50' P EXISTING ENVIRONMENTAL LEGEND SAFETY FENCE PER DETAIL I BUFFER I�III � JURISDICTIONAL STREAM I I I—I IJURISDICTIONAL WETLAND _ ' I -I REBAR PER C i. n r n FINAL PLAN ; it I IMPACT LEGEND III �1 I m a 3 M IWETLAND I (— l A PERMANENT STREAM I I=III c a r s PROPERTY CIP CONCRETE L N LINE ® TEMPORARY STREAM 11=1 I I=III I M I 1 AF/ / 30' TOC SEWER ESMT I I E; !' TI P' I 50' PUBLIC STRM ESMT \ \ � TE RARY ` DIVE ON DITCH \ \`W ITH SI SLOPES \ 30' TYPE B \ \ BUFFER \ PROPOS \ \ \ \ �.30' TOC � \ X� \ SEWER ESMT \ \ \'HOA E ENVIRONMENTAL IMPACT SUMMARY, STREAM/WETLAND I MPACT PERMANENT TEMPORARY MAP TYPE SF AC LF SF AC LF A CH 604 0.014 107 35 0.001 19 A JW 14,809 0.340 2' MIN 2' 20 LINE BOTTOM TARP PROTECTION 2, 4, TEMPORARY STREAM BYPASS DITCH SECTION SCALE:NTS ROADWAY CROSS DRAINAGE PIPING CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSTALL ALL CROSS DRAINAGE PIPING DURING A PERIOD OF TWO DRY DAYS. 2. INSTALL TEMPORARY SEDIMENT TRAPS AND TEMPORARY DIVERSIONS AS SHOWN ON THE PLANS. CLEAR ONLY AS REQUIRED TO CONSTRUCT THESE DEVICES. 3. INSTALL A TEMPORARY SILT FENCE. 4. CONSTRUCT PIPE FOLLOWING THE BEDDING DETAILS. 5. WHEN CONSTRUCTION OF CROSS DRAINAGE PIPING IS COMPLETE INSTALL SILT FENCE AS SHOWN. 6. BEGIN BACKFILLING AROUND CROSS DRAINAGE PIPING. 7. REMOVE TEMPORARY SILT FENCE THAT CROSS PROPOSED ROADWAY WHEN BACKFILL REACHES SILT FENCE. 8. BEGIN REMAINING ROADWAY CONSTRUCTION. 9. MAINTAIN ALL EROSION CONTROL DEVICES AS SHOWN TO PREVENT SEDIMENT ENTERING THE CROSS DRAIN PIPING. 10. CONTRACTOR WILL BE RESPONSIBLE FOR ALL SUPPLIES REQUIRED FOR ANY PUMPING OF WATER FLOW UNTIL BYPASS IS BUILT. GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 Ft. SECTION VIEW TYPICAL CAST IN PLACE RETAINING WALL DETAIL Co n W m V) a R/W II I 1 6' (TYP. (TYP.) 2.5' SMA X 0.02 rRIMGHTE AT STREAM CR05WO LLACE NEW LANE) R/WR/W 60' RIGHT OF WAY 35' ROADWAY i5' 5' 4' 4' I 2.5' I (�) (�') 2.5' BIKE BIKE 2.5' 12.5' ROADSIDE 7sa�Eo" uTUTY sTT�x+ LANE 11 11 LANE i 0-02+- SEE DETAIL 03000.02 FOR CURB & GUTTER (TYPICAL) M Q z Z 0 gu F- Lu w I^ 3Ln 00 z� au �z CA— V) N Ix V 1"=201 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. SCALE: 1" = 20' HORIZ. 1 " = 20' VERT. 5 370 370 fr s z O 360 =g 360 Ln 8 / 35 -+ PROPOSED GRADE o 8 350 � '- Q RIP RAP DISSIPATOR - GRADE "' EXITING GRADE��" N PROPOSED 36" RCP STORM °i Ln 340 (SES 340 Z -�"' --- --:` PROPOSED 12" DIP WATER , , PROPOSED 8" C - Q CAST -IN-PLACE CONCRETE HEADWALL - RECLAIMED WAfER PROPOSED CAST -IN-PLACE CONCRETE WALL . (SEE GRADING PLAN 8 DETAILS) (SEE GRADING PLAN 8 DETAILS) 330 Q 330 --- _F W � $ 320 320 a N N O rn OR PROPOSED 16" DIP SEWER M rn �' �T. Lo c 00 coMMC7 M 1�M N (CONCRETE ENCASED) rn M �y NM RLO r- c� M Co Cl) co CN7 cc CN7 M m g A M M M M ch —_ — 9+00 9+50 10+00 10+50 11+00 11+50 11+75 VILLAGE VIEW LANE CROSS SECTION 1"=201 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. SCALE: 1" = 20' HORIZ. 1 " = 20' VERT. VICINITY MAP Sheetindex 11.0 COVER IMPACT # SAVAAN SUBDIVISION MAP A 11.1 AREA BUFFER IMPACTS 11.2 SAVAAN SUBDIVISION MAP B BUFFER 12,836 IMPACTS 11.3 HISTORIC LOT REFORESTATION 2 EXHIBIT SAVAAN SUBDIVISION NEUSE BUFFER IMPACT MAPS ON-SITE 1/29/18 TFT7 _ AIRPORT BOULEVARD PERMITTED BY TOWN OF CARY(UNDER DIFFERENT COVER) SAVAAN BUFFER IMPACTS MAP IMPACT # DESCRIPTION ZONE AREA 1 VILLAGE VIEW LANE STREAMCROSSING 1 12,836 SF 0.295 AC 2 4,898 SF 0.112 AC A 2 SEWER IMPACTS 1 1,462 SF 0.034 AC 2 1, 686 S F , 0.039 AC 3 EXISTING SEWER (EASEMENT REVEGETITATION) 1 2 1,037 SF 0.024 AC 361 sF 0.008 AC 6 SEWER CONNECTION 1 158 1SF 0.004 AC 2 745 SF 0.017 AC B 8 SEWER 1 1 0 SF 0.000 AC 2 i 242 SF 0.006 AC NOTE: CURRENT USE IS FARM LAND. ALL AREAS HAVE BEEN CLEARED OF TREES FOR FARM PASTURE. MAP B EXISTING ENVIRONMENTAL LEGEND BUFFER JURISDICTIONAL STREAM JURISDICTIONAL WETLAND co APPLICANT ASHTON WOODS HOMES 5711 SIX FORKS RD SUITE #300 RALEIGH, NC 27609 ASHTON WOODS \ 100' UTB \ / 20' ZONE 2 302 ZONE 1 100' UTS 30' ZONE 1` } 20' 70NE 2, \ N \ 30' PUBLIC STRM ESMT ., IMPACT 1 ZONE 1-12,836 SF N �) ZONE 2-4,898 SF' R;l os 1k 69 2� -tFl l JT ./�" ,l 4� MAP A VILLAGE VIEW LANE 1"=100' SAVAAN BUFFER IMPACTS o� MAP IMPACT# DESCRIPTION ZONE AREA z VILLAGE VIEW LANE 1 12,836 SF 1 0.295 AC 1 STREAM CROSSING 2 4,898 SF 1 0.112 AC A I i I I II >0o II I PROPERTY LINE I I I I II I I I I i II I I I I EXISTING SEWER I II I I I I I I 25' TYPE BUFFER I i� h 30' TOC SEWER ESMT 11 EXISTING SEWER TO Il B&REMOVED 30' TOC WER ESMTN� 20' HOA GWE 50' PUBLIC STRM ESMT IMPACT 2 �\ 'A ZONE 1-1,462 SF f30' TYPE B ° \ ZONE 2-1,686 SF \ ,. BUFFER SCM. 9 _ \ \ PROPOSED RELOCATED SEWER 2 1 SEWER IMPACTS EXISTING SEWER (EASEMENT 3 REVEGETITATION 1 2 1 2 LEGEND ZONE ZONE 1 REVEGETATION ZONE 2 ZONE 2 REVEGETATION IMPACT 3 ZONE1-1,037 SF ZONE 2-361 SF co GRAPHIC SCALE 100 0 so 100 200 1 inch= 100 Ft. Q a Q Z U O Na W Lnu- Z Z) �m Q N 0 1,462 SF I 0.034 AC 1,686 SF J 0.0391 AC 1,037 SF 0.024 AC Z V 361 sF 0.008 AC 4,1A A o s2; L vY� .AW GRAPHIC SCALE 100 0 so 100 200 1 inch= 100 Ft. Q a Q Z U O Na W Lnu- Z Z) �m Q N K.\u\1S-mio\170.114—rM Tract — /rte mw\sw bWr•1 rqF&M- mor4!', jwAmy 29. 7018 3:47M M — LE4M*M SHOW a o�W z z m O u,a cna T 0 T 00 m m PROPOSED SEWER CONNECTION TO EXISTING SEWER oaC) m W N IV Z Cz z T IV 0 z a T. No. R vi i n Dat a Designer s<a,e 1/ WithersRavenel ..PP1.. as4— gn, SAVAAN SUBDIVISION MAP B ,/ Engineers I Planners I Surveyors 11.2 raateSAVAAN SUBDIVISIO BUFFER IMPACTS 115 MacKenan Drivel Cary,NC 27511 y o rnnv NC t: 919.469.3340�IIcense Y.C-0832�www.wither uaveneLcom W 00 C;) > m : v z m m n N z D m Z m _•I O —� Z W O �C-I z -n m Z m D ni LA N O 171 -0- v)Lr) v) Lr iun Lin m D O O O O S � O D D D D n n In n No. R vi i n Dat a Designer s<a,e 1/ WithersRavenel ..PP1.. as4— gn, SAVAAN SUBDIVISION MAP B ,/ Engineers I Planners I Surveyors 11.2 raateSAVAAN SUBDIVISIO BUFFER IMPACTS 115 MacKenan Drivel Cary,NC 27511 y o rnnv NC t: 919.469.3340�IIcense Y.C-0832�www.wither uaveneLcom WILDLANDS HOLDINGSID Neuse 01 Riparian Buffer Credits Statement of Availability January 30, 2018 Ashton Woods Homes Attn: Bob Mishler 5711 Six Forks Road Suite #300 Raleigh, NC 27609 919-232-3685 Bob. Mishler@ashtonwoods.com RE: Availability of Riparian Buffer Credits for the "Savaan Subdivision" project Bank Name: Old Savannah Nutrient Offset & Buffer Bank Bank Sponsor: Wildlands Holdings, II, LLC DWR Project Number: 2016-0611 Permittee: Ashton Woods Homes / Bob Mishler Riparian Buffer Credits Needed: 1.05 acres (45,855 sq. ft.) Riparian Buffer Credits Available: 2.50 acres (108,819 sq. ft.) Neuse 03020201 River Basin Dear Mr. Mishler: Wildlands Holdings II, LLC currently has sufficient riparian Buffer credits from the Old Savannah Nutrient Offset & Buffer Bank to satisfy the riparian buffer mitigation requirements related to the above- mentioned project. The project is located within the service area (HUC 03020201) of the Bank. This letter is simply a statement of availability of credits as of the date written. Although current inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first serve basis. (note that Wildlands has 3 other banks in the Neuse 01 River Basin and over 4.66 acres of buffer credits available at the time of this letter.) An invoice for this transaction will be sent upon your request and we will formally reserve both the credits and price quoted for a period of 30 days from the invoice at no cost. Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification Authorization Certificate from the NC Department of Environmental Quality approving the Riparian Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holding ll, LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina Division of Water Resources and to you for your records We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at 205-807-0800 or ihazelhoff@@wildlandseng.com if you have any questions or need any additional information. Wildlands Holding II, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609 WILDLANDS HOLDINGS4D Sincerely, Z"/ Ian M. Hazelhoff Wildlands Engineering, Inc. Land Acquisition ihazelhoff@wildlandseng.com 0: (704) 332-7754 ex. 120 M: (205) 807-0800 Wildlands Holding II, LLC • Wildlands Engineering, Inc - 312 West Millbrook Road, Suite 225, Raleigh, NC 27609 WILDLANDS ,/J"� MOLDINGS ,01 (} Statement of Availability January 30, 2018 Ashton Woods Homes Attn: Bob Mishler 5711 Six Forks Road Suite #300 Raleigh, NC 27609 919-232-3685 Bob.Mishler@ashtonwoods.com RE: Availability of Riparian Wetlands Credits for the Savaan Subdivision project Bank Name: Falling Creek Stream and Wetland Mitigation Bank Bank Sponsor: Wildlands Holdings, 111, LLC Riparian Wetlands Credits Available: 32.11 Riparian Wetlands Credits Needed: 0.68 Neuse 03020201 River Basin Dear Mr. Mishler: Wildlands Holdings III, LLC has the above mentioned Riparian Wetlands credits from the Falling Creek Stream and Wetland Mitigation Bank to satisfy the above mitigation requirements related to the above mentioned project. The project is located within the service area (HUC 03020201) of the Bank. Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10% of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis. Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then subject to change. An invoice for this transaction will be sent upon your request and we will reserve the credits and price for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve basis. Upon receipt of full payment, Wildlands will execute the Compensatory Mitigation Responsibility Transfer Form and send it to the applicable parties at the US Army Corps of Engineers. Wildlands Holding III, LLC • Wildlands Engineering, Inc 312 West Millbrook Road, Suite 225, Raleigh, NC 27609 WILDLANDS HOLDINGSOP We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at 205-807-0800 or ihazelhoff@wildlandseng.com if you have any questions or need any additional information. Sincerely, i Ian M. Hazelhoff Wildlands Engineering, Inc. Land Acquisition ihazelhoff@wildlandseng.com 0: (704) 332-7754 ex. 120 M: (205) 807-0800 cc: "N:Uldlick holding NI, LLC Wildi�n s [ n� ineering, Inc 312 West Millbrook Road,',Rite 125, Raleigh, NC 27609