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HomeMy WebLinkAbout20180414 Ver 2_401 Application_20180518At,�LMG coURTESY LAND MANAGEMENT GROUP INC. COPY 11WEnvironmental Consultants May 15, 2018 TO: Mr. James Lastinger ' `ecelve® US Army Corps of Engineers MAY Raleigh Field Office 21 201 3331 Heritage Trade Drive, Suite 105 STpRMW LAND UALIN Wake Forest, North Carolina 27587 PERMITTING RE: Broadwell Trace Subdivision; Wake County, NC Revised NWP 29 Application Dear Mr. Lastinger: Enclosed is a revised NWP 29 Application for your review. It is submitted on behalf of MTS - Raleigh, LLC for the construction of a single-family residential development named Broadwell Trace, located off of Coley Farm Road in Fuquay Varina, NC. Two small permanent wetland impacts (0.037 ac) are needed for road construction and site grading. Additionally, one small permanent open water impact (0.028 ac) is needed to install a mail kiosk/parking area near the entrance to the site. Two temporary impacts (0.007 ac of wetlands and 0.011 ac of open water) are needed to install retaining walls. Enclosed are the PCN form, site maps, and the site plan. Note that you approved the wetland line for this site back in January of 2017. Since that time, the developer has decided to only move forward with the northern tract. Please let me know if you have any questions or need additional information in order to issue the NWP 29. Thank you for your assistance with this project. Sincerely, Kim Williams Environmental Scientist Encl. Cc: Mr. Pat Quinn, P.E., Eastwood Homes Ms. Jennifer Burdette, NC DWR www.lmgroup.net • info@lmgroup.net • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Avenue, Suite 15 • Wilmington, NC 28403 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1 c. 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 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: N Yes ❑ No For the record only for Corps Permit: ❑ Yes N 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 N No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes N No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes N No 2. Project Information 2a. Name of project: Broadwell Trace 2b. County: Wake County RECEIVED 2c. Nearest municipality / town: Fuquay Varina 2d. Subdivision name: MAY 2 12010 Broadwell Trace 2e. 3. NCDOT only, T.I.P. or state N/A DENR-LAND QUALITY project no: SIORMWATER PERMITTING Owner Information 3a. Name(s) on Recorded Deed: MTS -Raleigh, LLC 3b. Deed Book and Page No. 016928 01992 3c. Responsible Party (for LLC if applicable): c/o Mr. Joe F. Polite Jr.; VP of Land Development 3d. Street address: 2857 Westport Road 3e. City, state, zip: Charlotte, NC 28208-3647 3f. Telephone no.: 3g. Fax no..- o.:3h. 3h. Email address: jpolite@eastwoodhomes.com Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) Applicant is owner 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Kim Williams 5b. Business name (if applicable): Land Management Group, Inc. 5c. Street address: 3805 Wrightsville Avenue, Suite 15 5d. City, state, zip: Wilmington, NC 28403 5e. Telephone no.: (910) 452-0001 5f. Fax no.: (910) 452-0060 5g. Email address: kwilliams@lmgroup.net Page 2 of 12 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 0657102904 1 b. Site coordinates (in decimal degrees): Latitude: 35.592532 N, Longitude: -78.826044 W (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 56.7 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Kenneth Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: 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: Much of the site is an existing agricultural field. Several structures are located in the central part of the site, off of Coley Farm Road. Two streams run south through the eastern and western portions of the property. These streams have forested wetlands adjacent to them. Some forested uplands are also located in these areas. One pond is located off of Coley Farm Road. Adjacent land use is residential, agricultural, or undeveloped and forested. 3b. List the total estimated acreage of all existing wetlands on the property: 7.8 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,100 LF 3d. Explain the purpose of the proposed project: The purpose of the project is to construct a single-family residential subdivision for this growing community. Two small permanent wetland impacts are needed for road construction and site grading. One small permanent open water impact is needed for a mail kiosk/parking area near the entrance to the site. Two temporary impacts are needed to install retaining walls. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will include 120 SF lots, roads/sidewalks with 50' - 52' ROW, utilities, stormwater ponds, outdoor fitness area, 5' wide gravel trail, mailbox kiosk, wooden bridge crossing, and a pump station. The roadways will be cleared of vegetation and fill material will be brought to the site to level the area of disturbance. Utilities will be installed. Track hoe, loader, dump truck, bob cat, and other standard construction equipment will be used. 4. 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 El Preliminary ®Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Corey Novak Land Management Group, Inc. 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. James Lastinger approved the wetland delineation during an on-site meeting with LMG staff on 1/11/2017. No JD has been issued yet. 5. Project History 5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Page 3 of 12 PCN Form —Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 4 of 12 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 Al ®P ❑ T Grading Riparian ® Yes ❑ No ® Corps ® DWQ 0.008 B1 ®P ❑ T Road Construction Riparian ® Yes ❑ No ® Corps ® DWQ 0.029 B2 ❑ P ®T Retaining Wall Construction Riparian ® Yes ❑ No ® Corps ®DWQ 0.007 W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts Perm: 0.037 acTemp: 0.007 ac 2h. Comments: 3. Stream Impacts N/A 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 Perennial Type of Average Impact number - name (PER) or jurisdiction stream length Permanent (P) or intermittent (Corps - 404, 10 width (linear feet) Temporary (T) (INT)? DWQ — non -404, (feet) other) S1 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: Page 5 of 12 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 Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary C1 ®P ❑ T N/A Fill Jurisdictional 0.028 Pond C2 ❑ P ®T N/A Retaining Wall Construction Jurisdictional 0.011 Pond 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0.039 4g. Comments: 5. Pond or Lake Construction If pond or lake 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 (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 Stormwater 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 12 6. Buffer Impacts (for DWQ) N/A If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar -Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary impact required? B1 ❑P❑T El Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑ PEI T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 7 of 12 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The project engineer attempted to minimize wetland impacts as much as possible when developing the site plan. Road widths were minimized and lots were planned to avoid wetlands. Wetland Impact A is necessary for site grading (see enclosed cross sections). At Wetland Impact B, a wetland drain extends into the northern part of the site. Impacts to the very tip of this drain are needed for site grading, site access, and to adequately utilize surrounding uplands. Impacts have between minimized by using 3:1 slopes and a retaining wall at Impact B. Open Water Impact C is needed to meet requirements of the Town of Fuquay Varina. They require a minimum of 75' of continuous road frontage along areas classified as "Common Green Space". This resulted in shifting the mail kiosk/parking area slightly, which will impact the edge of a pond. The mail kiosk needs to be positioned near the site entrance so that residents can readily access it as they enter/exit the site. A retaining wall will be utilized here to minimize impacts. No impacts to streams are proposed. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Silt fencing will be used during construction to reduce sediment from eroding into jurisdictional areas. A retaining wall will be used to reduce impacts at Impact B & C. A piling supported pedestrian bridge will be constructed to allow access without impacts wetlands or streams. This bridge will be a minimum of 30" above the wetland substrate. 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 ElPayment to in -lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank N/A 3a. Name of Mitigation Bank: Type: Quantity: 3b. Credits Purchased (attach receipt and letter) 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program N/A 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan N/A Page 8 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 N/A 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: Page 9 of 12 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan N/A 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. ❑ Yes ❑ No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 26% 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: Project engineer is currently preparing the stormwater plan. ® Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? City of Fuquay Varina ® 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 N/A ❑ 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 N/A 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 10 of 12 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: N/A 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. This project will not provide access or utilities to adjacent undeveloped properties. 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 generated by this project will tie into the local municipality system. Page 11 of 12 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? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The NC Natural Heritage Program website was used to determine the presence of federally -listed species. No federally listed species are known to occur on or within a one-half mile radius of the site. Approximately half of the site is fields. Forested areas support a mix of pines and hardwoods with a fairly dense shrub layer. The site is located within the "White Nose Syndrome Zone" of the northern long-eared bat. Some forested areas will be cut on site, which could affect roosting and wintering habitat of the bat. However, no roost trees are known to occur near the site and clearing would be exempt under the Programmatic BO. No blasting or other percussive activities are expected to occur during site development. Furthermore, streams within the site appear too far removed from known Cape Fear Shiner habitat. The site does not appear to provide appropriate habitat to support other federally -listed species known to occur in the area. Therefore, no impacts to federally - listed species are anticipated to occur from this 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 NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine the presence of Essential Fish Habitat. No EFH exists on or near the project. 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 mapping resource was used to determine the presence of cultural or historic resources. No cultural or historical resources were noted within or adjacent to the site. B. 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? The NC Floodplain Mapping Information System website was used to determine the boundaries of the 100 -year floodplain. Kim Williams w 5/15/2018 Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant Applicant/Agent's Printed Name Date is provided.) Page 12 of 12 AGENT AUTHORIZATION FORM TO WHOM Tr MAY CONCERN: Uwe, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the preparation and representation of information related to the Section 404/401 permit application for the Broadwell Trace Subdivision; Fuquay-Varina, NC project. All questions in regards to this project should be directed to Land Management Group, Inc. Sincerely, ,44-r5.- f&te61-! , LLC., Applicant ge-,� L7:�r pnL1 -'-G 11, J'k - Print Name Date N._ I NC 55 "a NC '6 N(. 55 u` SITE j:.rnrry NC i s � a M n US 401 NC i`i w N( 42 1 N( 55 Fuquay-Varma us 40, t f I w f � 1�54G 1 f a, 'Fs t O OpenStreetMap (and) contributors, CC -BY -SA *Boundaries are approximate and are not meant to be absolute. Map Source: ArcGIS World Street Map SCALE 1" = 1 mile Broadwell Trace LMG Wake County, NC Figure 1 www.lmgroup.net Vicinity Map March 2018 3805 Wrightsville Avenue LMG # 03-18-057 Wilmington, NC 28403 Phone: 910.452.0001 Fax: 910.452.0060 d,tti4' 0 41 �'---04fw Creek. 479" d SITE it 4;1 J01 It Al 7L - M Or t 1\6 % CO ff(ps k *Boundaries are approximate and are not meant to be absolute. Map Source: USGS Fuquay Varina Quadrangle 7.5 minute SCALE 1 800' Broadwell Trace LMG A,N,)-MANA61,'AFNCon-I "ROUP Wake County, NC �z �----,v '�w,- Figure 2 www.lmgroui).net USGS Topographic Map March 2018 3805 Wrightsville Avenue LMG # 03-18-057 Wilmington, NC 28403 1 Phone: 910.452.0001 Fax: 910.452.0060 't- wo NoC ^� W9AvVa B a^ �, `--- OrB Or62WsI ,v'Y.a C. WaC �' -wac • S was wasPs tet, a uWaG * ac 6 �.> f� ref wac rVYibo �`' C. arch WaA w°o WgA Mei` WaB V aft �, No$, WaB C)rf� t o j ��'`^. c. Apt Me 7i �Wa13 • I g�' ', wac wac waB YYa a vV'; Ra WaC WgA i 4ae aB ' C \\ y . Na . W a B !ti. p W WgA WgA WgA i B aC2 WaB a , % N 1 wac '^ NoB W A WDA WgA, { ' MeV No('2" , Wac €, LY LY o -Y , WaB a Cn Vdat, f, NaC?_ �° t� aB g W „ A LY wac WgA O An8 J ,il -�Q+ - N (i B L2_ N '`' Ly p� Go: Goldsboro sandy loam I X10 !,z>x t, WaC Ly: Lynchburg sandy loam , O were NOB: Norfolk loamy sand, 2-6% slopes ; NoC2: Norfolk loamy sand, 6-10% slopes, eroded OrB: Orangeburg loamy sand, 2-6% slopes` OrC2: Orangeburg loamy sand, 6-10% slopes, eroded f`Wath WaB: Wagram loamy sand, 2-6% slopes WaC: Wagram loamy sand, 6-10% slopes WgA: Wagram-Troup sands, 04% slopes Wo: Wehadkee and Bibb soils *Boundaries are approximate and are not meant to be absolute. Map Source: NRCS Soil Survey SCALE 1" — 1,000' Broadwell Trace LMG Wake County, NC Figure 3 www.Imgroui).net NRCS Soils Map March 2018 3805 Wrightsville Avenue LMG # 03-18-057 Wilmington, INC 28403 Phone: 910.452.0001 Fax: 910.452.0060 11 4 ell r� ,R 'Boundaries are approximate and are not meant to be absolute. Map Source: 2016 NC OneMap Aerial Photography SCALE 1" = 300' Broadwell Trace LMG Wake County, NC _ Figure 4 www.Imgroui).net Aerial Photograph March 2018 3805 Wrightsville Avenue LMG # 03-18-057 Wilmington, NC 28403 Phone: 910.452.0001 Fax: 910.452.0060 NOTE: This is not a survey. All boundaries and distances are considered approximate. < •w m This represents a preliminary sketch prepared from field notes. A survey of delineated areas is recommended. This delineation was field verified by the US Army Corps of , Engines 17 A.41 , T�t. a l . #` ;� � ��� � die •� � 7- Vvtwmi, i Vo WAVCOTT , *s+ af4�f —j7LL $ ttn i # WNW Y� t w , ■ MY B60.: P169 D24 P231 _ ` t m� 41 MFL Legend i i1�" A � '� � 41 O k N ; 1.440 }{ ` ,�,,:•s"` , '` ' r ll co I` �s �4 yam , y a r 'i -} NK ' P$G. '� ahn a 3 "7. `� @6. yY%-• . t, Ask r $- t"A L OJsiiBoundary =116.636 acres o Areas considered to be uplands -94.4 ac or 81 /o ©gra g, Ir ation and Analysis, NC 911-13ard Flagged wetlands (pending review & approval by the U.S. Army Corps of Engineers) -18.4 ac or 16 --�-�� Areas considered to be streams (as regulated by the U.S. Army Corps of Engineers) 6,700 I.f. ....... Waters of the U.S. (Relatively Permanent Waters) -300 I=f. Jurisdictional ponds -3.8 ac or 3% ® Data points SCALE 1" = 300' (when printed at 11"x`17") Powell -Vaughan LMG IANI) M,,AApproved Wake County, NC www.lmgroup.net Upland/Wetland Sketch January 2017 3805 Wrightsville Avenue LMG # 03-15-309 1 Wilmington, NC 28403 Phone: 910.452.0001 Fax: 910.452.0060 m \ __ — \ �\�\\\- \�� \ (TO BE f IMPAC �`;•`''��::::1::::..::: I / /E�T EXIST. //�� it 1 �� ) /// / �Xi(jF r TRErFLIjd� ,z ✓// / I / (TO BE REM V I'MPac _.. j I I I ��� //i�i �I/llll 7 . V1/E/�//// / �% /// / / / II / / / EXIST. TRASH PILE / I 1 EXI ffLANDS / / // f / i 1 TO BE REMOVED11 / 11 11(TO BE REMOVED) /♦ / / /� ��� �:.:::��� \ \\ � \' I7�(' l ////��'� ///I I I IIII I ( / / / I /F•...:. J,/, \l \ .1,�,�/ J \\ \ \\ \ 1 I �1 I i I �I I / / / /IIII /IIII I I II I II 1 1 I I / EXIT. // I (TO BE REMO� 1 /.. EAIST. FLOD� J1)1 1 11 / II II I I I' III III I J /TS / 11 I / / / 11 111 I I I I I ITYI POLE I I 1 1 &IST. BUILDING l E 01 �// I I I �:. l �� / /l / I U EXI�f' Uf10 / / /////l ✓ / II / l /IIII ) I (T \BE REMOVED / I 1 (TO BE REMOVED)l ROP. I T // / )Ir / I VI I I I (TYP.)( EXI§ .. GSM r .: I R I �FINT� ' / I / // / / I/ BE REMOVED / � >` I I � :�f��( 11111111 111 111 / / /I III 1111 I l \ \ \ \ \ :•.. � �� / /�� �� , , / / / l I , � ` I 1 �, .1�:�:•1:. \ \ \ \III (IIII 11 l \ \ \ \ \ \\ \ \ \ \ \ / / �. I .a..\ 1 \\ \\ \ \\\\\\\ All \\\\ '61ST. \\\\\\ \ \ \\\ \"�� \��0 f3E REMOVED 4 <f \\\\\\����\\ 'SOIL Pk ,/ii \\\\ TO BE REMOVEDY/ EE�INf, \v \ \\\ \\\ \\� \�\\ I Z \ \� j,/ 011\1 1111 \\\�` �% ��� QD Know what's below. Call before you dig. GRAPHIC SCALE ( IN FEET) T INCH = 200 FT. DEMOLITION NOTES 1. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. 2. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE. ALL DEBRIS SHALL BE HAULED OFF SITE TO A DISPOSAL AREA APPROVED BY THE STATE OF NORTH CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE UTILITIES AND ENSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION/DEMOLITION ACTIVITIES ACCORDING TO NC STATE LAW. CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY PROVIDER WHEN WATER, SEWER, GAS, POWER OR COMMUNICATION LINES AND/OR METERS ARE TO BE REMOVED OR RELOCATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH WAKE COUNTY AND UTILITY PROVIDER REQUIREMENTS. 5. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. THE OWNER AND ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING STRUCTURE. 6. ALL CURB AND GUTTER AND SIDEWALKS NOTED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST JOINT BEYOND NEW CONSTRUCTION OR CUT WITH A SAW AND REMOVED. 7. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING PAVED SURFACES FOR PATCHING OR WIDENING. 8. CONSTRUCTION ENTRANCE AND SILT FENCE PER THE APPROVED EROSION CONTROL PLANS SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. 9. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 10. ALL NECESSARY PERMITS SHALL BE OBTAINED FOR DEMOLITION OF EXISTING HOUSE, BUILDINGS, SEPTIC SYSTEM AND WELL ABANDONMENT PRIOR TO BEGINNING WORK. 11. THE ERECTION, EXCAVATION, DEMOLITION, ALTERATION OR REPAIR OF ANY BUILDING, INFRASTRUCTURE OR OTHER STRUCTURE IN A RESIDENTIAL OR BUSINESS DISTRICT OTHER THAN BETWEEN THE HOURS OF 7:00 A.M. AND 8:00 P.M. WILL NOT BE ALLOWED, WITH THE EXCEPTION OF EMERGENCY REPAIRS. LEGEND PROP. DEMOLITION EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR EXIST. WETLANDS EXIST. SOILS SUSCEPTIBLE TO FLOODING EXIST. ADJACENT PROPERTY PROPERTY LINE TREES TO BE REMOVED EXIST. POND W U a H J J W 0 a O m =I 0 O PROJECT INFORMATION PROJECTMWfL1GER. SM • • . DESIGNEDBY. AF DRAWNBY Il PROJECT NUABER. 0X47.401 ORIGINAL DATE —118 SHEET i EXISTING ' f 31 WETLANDS 1 i 31 7 I �• / 3 I I 34 ! �MPACT A J ti 8 �0 i! t38 '101 j 40 41 \x i Proposed stormwater 43 '4 j 1' SCM Proposed Pump Station Know what's below. Call before you dig. ITS g 114 115 116 117 75 �{• ` • 76 90 T7 89t �Q � � iii•!•••!•! i.i.i.l.l.l.! fyi •fini.,iplri. ! ff •4.l.l. ,r•••ii•t •f-r•r•!•� +•+Al+.4••••-ia ♦rrrii!!s •.i.l.ff.i.rl.11. �1P�il�l iib•s'�i•�•i-i•+•i•�-i-tet I� •!b �s+sriif�� � •� i v ••riii f r 1 r 4 _ i . • • ! f •.irrfr illi � sssss •ilii.• a%ii"Fs�•i�%%i� �%ice%i �� `� �•i i•�'ii s•iiii i''isi rw•i i i fi.•.riir,A••iri A !•i• �i'�++t s+iiiiiies• ie! .•.•.1.f.i i.iia7fi•!r••• ..•.i �•.•..�.i�.f i r.r�vrirf.1 +R+ Proposed Pedestrian Bridge LEGEND EXIST. FLOOD PRONE SOILS EXIST. WETLANDS EXIST. POND PROP. WETLAND IMPACT PROP. OPEN WATER IMPACT COMMON GREEN SPACE Proposed Outdoor Fitness Area Proposed Walking Path ;gp$ GRAPHIC SCALE ( IN FEET) 1 INCH = 200 FT. O w U Z � Q J J w W w U) p O m o 0 U 0 3 PROJECT INFORMADON PROJECT MANAGER SAI DESIGNED BY: AE DRAWN BY: CL PROJECT NUM8ER DX47 Wl ORIGINA DATE. ]M1018 SHEET 2 OF 8 S:\RE1\Projects\2017\DX47.401 Broadwell Trace\_DX47\Working Files\DX47-BUFFER EXHIBIT.dwg, IMPACT A, clinton z 0 pain Dm pG)C 1.. m n D D O m m D m K O z z� m m z D m 00 m p z zD < z = O C r 0 D D z Z O r N J X -n w 0 oJUR APPLICATION TRACKING NUMBER: SAC• L D BY: SM BY: CT IMPACT A T NUMBER: DX47.401 L DATE: 2/9/2018BROADWELLTRACE ^ 01 s JEASTWOOD CONSTRUCTION, LLC FUQUAY-VARINA, NC ESPLNC awclates, Inc. eway C -,c BWd Sutle 216 Hs NC 27560 919678.1070 919.677.1252 mmEN,E T-1107 S:\REt\Projects\2017\DX47.401 Broadwell Trace\_DX47\Working Files\DX47-BUFFER EXHIBIT.dwg, IMPACT A (2), clinton O m o pcnx ZD < 00 p < c: -, c �m _x 09 Z31 m Uz m0 00 oZ c T' x 0 D r- 0 0 1 D D Z r X N W � c6i7 O O O O O O , { 1 I I 3 I � i I m t c/) I 0 0 425.3 Z 435.52 y 1; X I I I '7� < 427.0 I j- 440.00 0 Om cn 0 3 o W D W r X C r co n v z m D CA 0 v 11 W � O O APPLICATION TRACKING NUMBER: SAC - CHECKED BY: SM IMPACT A - CROSS SECTIONS MG --ESP yr .BI 2200�.Swu216ln&� S,Ite 216 Mw—. NC 27560 0.— 919.678.1070 r�.slssnl2sz DRAWN BY: CL PROJECT NUMBER: DX47.401 ORIGINAL DATE: 21912018 BROADWELL TRACE SHEET: 4 OF 8ESP � NC IKENSE'F-1107 EASTWOOD CONSTRUCTION, LLC FUQUAY-VARINA,]NC# S:%RE1\Projectst2017TDX47.401 Broadwell Trace\_DX47VWorking Files\DX47-BUFFER EXHIBIT.dwg, IMPACT B, clinton A A z z v o z 0 0 Am m n m m m o < -u m m <Dm -� O 3 O z z� �z � p -4 rn 0 m m 0 z i 0 zz ocn v 3 -0-V A1 D D Z 0 r y00 A co fn n T O APPLICATION TRACKING NUMBER: SAC - CHECKED BY: SM DRAWN BY: CT IMPACT B PROJECT NUMBER: DX47.401 ORIGSHEEIT:ALDATE: 2/9/2018 BROADWELL TRACE 5 0 8 v EASTWOOD CONSTRUCTION, LLC FUQUAY-VARINA, NC ESP As iates, Inc. 2200 Gateway C.. BIA .%,.216 .—bvl0q NC 27560 phone 919.678.1070 f.919,677.1252 www.espasoclaW.com ESPNCUCE11SE'F-,111 SF 1<�� 1 �,� esEFS v / o��l( \\ 46' X 70; / )� �\> / 030° / \ \ F--cX—n Z z Ir1� I� / / / z > � \ \ , o� Ilii , ��i� / 0 \ / zZ�Dz C / X ;u \ \ \ 00 -- 000007o0 _ ONc / Dz�1 o G) o \ \ \ FF D / \ _ _ rD- \ HAMPTON ,0 CREST COURT_ _zvoNo -mW�- o f—r-�- / (50' PUBLIC R/W) _v, � 3, Z � Amo� v9 Dr — — __ i r D mrz \ - - CA v_ \ I 1 I ;or -AOV d aLX ..pv \� —Irn x �U / mZ IN, mo / \ o- / APPLICATION TRACKING NUMBER: SAC - CHECKED BY: SM DRAWN BY: CT IMPACT B PROJECT NUMBER: DX47.401 ORIGSHEEIT:ALDATE: 2/9/2018 BROADWELL TRACE 5 0 8 v EASTWOOD CONSTRUCTION, LLC FUQUAY-VARINA, NC ESP As iates, Inc. 2200 Gateway C.. BIA .%,.216 .—bvl0q NC 27560 phone 919.678.1070 f.919,677.1252 www.espasoclaW.com ESPNCUCE11SE'F-,111 S:\RE1\Projects\2017\DX47.401 Broadwell Trace\_DX47\Working Files\DX47-BUFFER EXHIBIT.dwg, IMPACT B (2), clinton O m O v(aM o5c m D < n ro m c �m O K Z A I _ (D z m� vo oz z� x n D r 0 D a 0 r O D 1J U) m n i O Tz W W a J o W n 0 o, D cn m m n CACA O z n n A o, 0 'D DO ry tar• �vm M N ft - 452.44 APPLICATION TRACKING NUMBER: SAC - CHECKED BY: SM DRAWN BY: CL IMPACT B - CROSS SECTIONS PROJECT NUMBER: DX47.401 ORIGINAL 2I9I2018 BROADWELL TRACE 6 OF Rv EASTWOOD CONSTRUCTION, LLC FUQUAY-VARINA, NC ESP Associate, Inc. 2300 Gatewry r— Blvd State 216 Mortbv Al NC 77560 pl— 919.678.1070 fa 919.677.1252 ESPwww.epaeeacla4xro- NC UCENSE 4'-1107 U CL 2 Fil WILLBROOK DRIVE (52' PUBLIC RNV) 1 N / -----_ — ,�'------- LLJ ILL1 �, ��r .'% �'//�'; `� / �, • '�� ; ; �� Wer: ,/; oo � � , C1 - PERMANENT ` \ \ H OPEN WATER IMPACT \ C2 -TEMPORARY OPEN WATER \\ \ IMPACT (RETAINING WALL \ d \ CONSTRUCTION ACTIVITIES) PROP. 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COMMON GREEN SPACE C1 - PERMANENT OPEN WATER IMPACT 1,240 SF U w °O w O C2 -TEMPORARY OPEN WATER IMPACT 478 SF BAR SCALE 1"=30' F- r C1 -PERMANENT OPEN WATER IMPACT z mZ p FOR USACOE PERMITTING ONLY. p m F- ° ° o DESIGN EVALUATION BASED ON PHYSICAL DATA AND LIDAR v Y Z w z o°o°o C2 -TEMPORARY OPEN WATER IMPACT TOPOGRAPHY 0 15' 30' 60' as U = — w CD a!_ w Q U p a 0 cn S:\RE1\Projects\2017\DX47.401 Broadwell Trace\ DX47\Working Files\DX47-BUFFER EXHIBIT.dwg, IMPACT C (2), Clinton 0 -4 0 M 0 m p Cn x 0 C) C: z (n m > < 0 > 0 , M C: , D> M x 0 K z I > (a G) m 00 0 Z z Cn o z 0 O Im z G) m APPLICATION TRACKING NUMBER: SAC - CHECKED BY: SM I DRAWN BY: CL IMPACT C - CROSS SECTIONS PROJECT NUMBER: DX47.401 ORIGINAL DATE: 2/9/2018 SHEET: BROADWELLTRACE 8 OF 8 JEASTWOOD CONSTRUCTION, LLC FUQUAY-VARINA, NC 0+501 ESP Associates. I- 2200 Gt­y at. Blvd .%tt 216 M_Hl NC 27560 ph.. 919.678.1070 fax 919677.1252 ESP NC LICENSE 'F-14007 m x * ;a > 0 .plh w CA) _< 0 X M m fm% r1 n 0 -4 S2 I > Im z G) m APPLICATION TRACKING NUMBER: SAC - CHECKED BY: SM I DRAWN BY: CL IMPACT C - CROSS SECTIONS PROJECT NUMBER: DX47.401 ORIGINAL DATE: 2/9/2018 SHEET: BROADWELLTRACE 8 OF 8 JEASTWOOD CONSTRUCTION, LLC FUQUAY-VARINA, NC 0+501 ESP Associates. I- 2200 Gt­y at. Blvd .%tt 216 M_Hl NC 27560 ph.. 919.678.1070 fax 919677.1252 ESP NC LICENSE 'F-14007