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HomeMy WebLinkAbout20181625 Ver 1_PCN Form Submission_20181127DWR MOM— of Water Resources Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 tial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* G Yes r No Oiange only if needed. BIMS # Assigned 20181625 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Select Project Reviewer* Chad Turlington:eads\octurlington Information for Initial Review 1a. Name of project: Summerlin Subdivision Ph 2 1a. Who is the Primary Contact?* Mike Eaker, Southeastern Soil & Environmental 1b. Primary Contact Email:* mike@southeasternsoil.com Date Submitted 11/27/2018 Nearest Body of Water Cypress Creek Basin Cape Fear Water Classification C Site Coordinates Version# * 1 Reviewing Office* Fayetteville Regional Office - (910) 433-3300 1c. Primary Contact Phone:* (910)822-4540 Latitude: Longitude: 35.324881 -79.105900 FA. Processing Information U County (or Counties) where the project is located: Harnett Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: * Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? rJ Nationwide Permit (NWP) F- Regional General Permit (RGP) F Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular F Non -404 Jurisdictional General Permit F Individual Permit 29 - Residential Developments 1e. Is this notification solelyfor the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: r 401 Water Quality Certification - Express r Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r- Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r- Yes r No Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? O Yes r No B. Applicant Information 1d. Who is applying for the permit? F_ Owner W Applicant (other than owner) 1e. Is there an Agent/Consultant for this project? r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: PRECISION CUSTOM HOMES AND RENOVATIONS 2b. Deed book and page no.: 3587:0455 2c. Responsible party: Shaun Gardner 2d. Address Street Address 256 BRIAR HILL RD Address Line 2 CKY RAEFORD Postal / Zip Cade 28376 2e. Telephone Number: (910)988-8172 2g. Email Address:* info@precisioneustomhoniesne.com 3. Applicant Information (if different from owner) 3a. Name: Mike Eaker State / Ffovinoe / Pagion NC Ceuntry USA 2f. Fax Number: r Yes r^ No r- Yes r No 3b. Business Name: Southeastern Soil & Environmental Associates 3c. Address Street Address PO Box 9321 Address Line 2 aty Fayetteville Postal / Zip Code 28311 3d. Telephone Number: (910)822-4540 3f. Email Address:* mike@southeasternsoil.com C. Project Information and Prior Project History 1. Project Information 1b. Subdivision name: (if appropriate) Summerlin 1c. Nearest municipality/ town: Sanford 2. Project Identification 2a. Property Identification Number: 9567-83-5120 2c. Project Address Street Address Navaho Trail Address Line 2 Oty Sanford Postal / Zip Code 27332 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Cypress Creek 3b. Water Resources Classification of nearest receiving water:* C 3c. What river basin(s) is your project located in?* Cape Fear 3d. Please provide the 12 -digit HUC in which the project is located. 030300040203 4. Project Description and History State / Ftwince / Region NC Country USA 3e. Fax Number: 2b. Property size: 42 State / Ftwince / Region NC Country USA 4a. 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 currently forested (undeveloped). Land use in the vicinity is residential and forested. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* C Yes F No r^ Unknown 4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) Summerlin-USGS topo.pdf 432.71 KB 4e. Attach an 81/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) Summerlin_Soil Map.pdf 629.7KB 4f. List the total estimated acreage of all existing wetlands on the property: 9 4g. List the total estimated linear feet of all existing streams on the property: 4h. Explain the purpose of the proposed project:" Construct a single family residential subdivision 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* There is an eAsting dirt path with an epsting culvert at the proposed impact. The epsting 24" culvert will be removed and replaced with two 44.75 foot long 30" RCP at 4.11% and 5.23 slope. The path will be graded and paved to support the subdivision road (20ft wide traveled way and 6ft wide shoulders each side, 3:1 side slopes). A dissipater pad will be added at the outlet end of the pipes. Typical construction equipment such as excavators, bulldozers, and pans will be used. 4j. Please upload project drawings for the proposed project. 1376 -IMPACT MAP -IMPACT MAP.pdf 323.1 KB 1376 Grading.pdf 1.33MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No f Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r NIA Corps AID Number: 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 5dl. Jurisdictional determination upload Summerlin Wetland WDDF 1 of 2.pdf Summerlin Wetland WDDF 2 of 2.pdf Summerlin Site Pictures.pdf Summerlin Wetlands.pdf Summerlin_ Aerial Photo.pdf 6. Future Project Plans 6a. Is this a phased project?* Southeastern Soil &Environmental 2g. Total Temporary 7.34MB 11.95MB 6.46MB 328.18KB 531.55KB r Yes r No 7b. If yes, explain. Phase 1 completed. This is phase 2 Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): P Wetlands F Streams -tributaries F Open Waters r Pond Construction 2. Wetland Impacts r Buffers r Reason M 2b. Impact type * (?) 2c. Type of W. * 2d. W. name * 2e. Forested* 2f. Type of 2g. Impact Jurisdicition*M area* W1 culvert replacement P Headwater Forest H Yes t 0.012 (acres) W1 culvert replacement JT Wetland Impact 2g. Total Permanent Wetland Impact 0.008 0.012 2g. Total Wetland Impact 0.020 Headwater Forest H Yes Both 0.008 (acres) Wetland Impact 2g. Total Permanent Wetland Impact 0.008 0.012 2g. Total Wetland Impact 0.020 2h. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Fleadwalls will be used instead of fill slopes to reduce pipe length. The purpose of this impact is to improve/maintain aquatic resources by replacing the existing culvert with larger pipes and to add a dissipating device in order to manage anticipated water flows. Lots were configured to ensure they could be developed without wetland impacts. An existing road and wetland crossing were chosen for the subdivision road (Navaho Trail) to minimize impacts. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: construction limits will be fenced to prevent unauthorized activity in wetlands 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? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: permanent and temporary wetland impacts less than 1/10 acre F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: Cape Fear River Basin, HUC 03030004 not subject 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No Comments: G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15ANCAC 2B.0200)?* r Yes r No I Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. This residential development is relatively small and will not likely affect regional growth patterns. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. onsite subsurface sewage waste disposal 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? * r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* r Yes r No 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut anytrees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No Sh. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No r Unknown 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? US FWS iPaC (https://ecos.fws.gov/ipact). iPaC provided a list of federally protected species that may occur in the proposed project area and/or may be affected by the proposed project. it included the Red -cockaded Woodpecker (Picoides borealis), Cape Fear Shiner (Notropis mekistocholas), Rough -leaved Loosestrife (Lysimachia asperulaefolia). No Critical Habitats were identified. Consultation Documentation Upload Species List_ Raleigh Ecological Services Field Office.pdf 186.15KB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* NOAA Habitat Conservation National Marine Fisheries Service https://wv,w.habitat.noaa.gov/protection/efh/efhniapper/ 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 status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* NC State Historic Preservation Office (http://gis.ncdcr.gov/hpoweb/) 7c. Historic or Prehistoric Information Upload Summerlin_SHPO Map.pdf 287.45KB 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain?* r Yes r No 8c. What source(s) did you use to make the floodplain determination?* NC Flood Risk Information System https://fris.nc.gov/fris/Fbme.aspx?ST=NC Miscellaneous Comments Miscellaneous attachments not previously requested. Summerlin_NFIP Map.pdf 369.43KB Signature m By checking the box and signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); . I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND . I intend to electronically sign and submit the PCN form. Full Name: Mike Eaker Signature Sign Date 11/27/2018 v Jurisdictional Determination Request D. PROPERTY OWNER CERTIFICATION' I. the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U.S- Army Corps of Engineers (Corps) to enter upon the property therein 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. Shu 4f, 6d rJw Property Owner (please print) Date rj r Property Owner Signature E. JURISDICTIONAL DETERMINATION TYPE Select One: 911�7lit I am requesting that the Corps provide a prelizninarX JD for the property identified herein. This request does include a delineation. I am requesting that the Corps provide a preliminary JD for the property identified herein. This request does NOT include a delineation. I am requesting that the Corps investigate the property/project area for the presence or absence of WoUS' and provide an approved JD for the property identified herein. This request does NOT include a request for a verified delineation. ❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project area and provide an approved oved JD (this may or may not include a survey plat). ® I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted by others) on a property/project area and provide an approved JD (may or may not include a survey plat). ° For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E 5 Waters of the United states Version: Deceinber 2013 Page 4 315 316 305 • 287 306 a 4z* 2165" *284 436 239 260 AVA140i #2363 • 1 ;11Q, # 138 214 # r 17 • 43.9 k 1 � � 10 80 *515 53 51 { 63 * * 1 f'53 T'"27 ' s , r o- `' p �' + • 132 668.. 123 O'' 23 e►14+i . 579 555761, 13"1 * "[�56 - 688• . ?'.� 625 *"' 76 � 116 r - .118 1'r r * 9$ `� ' ` • 85' lb 50 29595 ` � 645 � ' + * 1}1 66t. •# 8 685 ;. 78r • . 7 4; # 665" `fit . +�' f * �/ 31 . 109 '. 842` 'Ag 85 ` 882 i 7# 7.79' °,+ d r 'd*► 862. • X1034i. C cool,12,x,' • . .r,x805 1152• 1120 `1080,55 r ., 2r . "I � y 1'P.0 R # �• 46 7'51 '° 123 1200 1 118 -€. 953 s 6 66 1 `" �{ 1a45 ' ` "•. :phi r� 5��' 10 s 1172k.999 Northing: = 574,920, Easting = 1,966,681 Northing: = 574,920, Easting = 1,970,149 " Without Base Flood Elevation (BFE) With BFE or Depth " Regulatory Floodway 1. 0.2% Annual Chance Flood Hazard Future Conditions 1% Annual Chance N a M Flood Hazard Areas Determined to be Outside the 0.2% Annual Chance Flood Hazard Jurisdiction Boundary FIRM Panel Boundary North Carolina State Plane Projection Feet (Zone 3200) r Datum: NAD 1983 (Horizontal), NAVD 1988 (Vertical) 1 1 inch = 500 feet 16000 0 125 250 500 o rf i Feet i,'ryT' �' �• '� 0 25 50 100 ` k NATIONAL FLOOD INSURANCE PROGRAM M FLOOD INSURANCE RATE MAP Panel(s):9566 3 ,r CONTAINS: r r r V COMMUNITY CID HARNETT COUNTY 370328 r'+�a r t* r� i Notice to User: The Map Number(s) shown ,. 'F` N below should be used when placing map i F F �� , �, = orders; the Community Number(s) shown above should be used on insurance applications for the subject community. SELECTED PANELS: MAP NUMBER EFFECTIVE DATE `4h r w 4 3710956600J 10/3/2006 alp" c6 1A No w `rte% Northing: = 571,452, Easting = 1,966,681 9 Page 1 of 2 Northing: = 571,452, Easting = 1,970,149 w This is an official copy of a portion of the above referenced flood map. This map incorporates changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov. FEMA: National Flood Insurance Program �4�r" r Page 2 of 2 °s�,�qN� Panel(s):9566 CONTAINS: COMMUNITY CID HARNETT COUNTY 370328 Notice to User: The Map Number(s) shown below should be used when placing map orders; the Community Number(s) shown above should be used on insurance applications for the subject community. SELECTED PANELS: MAP NUMBER EFFECTIVE DATE 3710956600J 10/3/2006 NOTES TO USERS This is an official FIRMette of a portion of the effective panels listed in the Title Block shown on Page 1. The information represented on this FIRMette was extracted from the effective digital flood hazard data available at http://fris.nc.gov/fris. Base flood elevation data, floodway, nonencroachment widths, information on certain areas no in the Special Flood Hazard Areas protected by flood control structures, and other pertinent data are available in the Flood Insurance Study (FIS) available at http://fris.nc.gov/fris. Users should be aware that flood elevations shown on this FIRMette represent elevations rounded to one tenth of a foot (0.1') and should be utilized in conjunction with data available in the FIS. NOTES TO USERS Base map information and geospatial data used to develop this FIRMette were obtained from various organizations, including the participating local community(ies), state and federal agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired by the State in 2010. Information and geospatial data supplied by the local community(ies) that met FEMA base map specifications were considered the preferred source for development of the base map. See geospatial metadata for the associated digital FIRMette for additional information about base map preparation. Base map features shown on this FIRMette, such as corporate limits, are based on the most up-to-date data available at the time of publication. Changes in the corporate limits may have occurred since this map was published. Map users should consult the appropriate community official or website to verify current conditions of jurisdictional boundaries and base map features. This map may contain roads that were not considered in the hydraulic analysis of streams where no new hydraulic model was created during the production of this statewide format FIRM. Flood elevations on this map are referenced to either or both the North American Vertical Datum of 1988 (NAVD 88) or National Geodetic Datum of 1929 (NGVD 29), and are labeled accordingly. These flood elevations must be compared to structure and ground elevations referenced to the same vertical datum. To obtain current elevation, description, and/or location information for bench marks shown on this map, or for information regarding conversion between NGVD 29 and NAVD 88, please contact the Information Services Branch of the National Geodetic Survey at (301) 713-3242, or visit its website at http://www.ngs.noaa.gov/. MORE INFORMATION Letters of Map Amendment (LOMA) 1-877-336-2627 hftp://msc.fema.gov/ Letters of Map Revision (LOMR) 919-715-5711 www.ncfloodma s.com Flood Insurance Availability North Carolina Division of Emergency Management (NCDEM) 919-715-5711 htti)://www.nccrimecontrol.org/nfip National Flood Insurance Program (NFIP) 1-877-638-6620 hftp://www.fema.gov/business/nfip Questions about this FIRMette 1-877-336-2627 htti)://fema.gov / l � ± J�r® RLI E�r c®kL cl\4 m1�aa.k% Vk HAREV � � \ V, , , -P 7 t &�� 2 +`� FITHit Hick >Hbw4ard rL IL 1991 » m%<o7y 44� � ®ZY < � ��> Soil Map—Harnett County, North Carolinao 3 3 o 671500 671600 671700 671800 671900 671000 672100 672200 677300 672400 672500 672600 672700 35° 19'40" N 35° 19' 40" N � M rn c3 o_ r � a s •� S. rl a li i I q: Ai Fi 35° WIT N ' b '�� ' 35° 19'13" N 671500 671600 671700 671800 671900 672000 672100 672200 672300 672400 672500 672600 672700 672800 3 3 Map Scale: 1:6,000 if printed on A landscape (11" x 8.5") sheet.En o Meters m N 0 50 100 200 300 Feet 0 250 500 1000 1500 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 usDA Natural Resources Web Soil Survey 11/21/2018 lim Conservation Service National Cooperative Soil Survey Page 1 of 3 MAP LEGEND Area of Interest (AOI) 0 Area of Interest (AOI) Soils 0 Soil Map Unit Polygons rwr Soil Map Unit Lines 0 Soil Map Unit Points Special Point Features Vo Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit .14 Gravelly Spot 0 Landfill Lava Flow Marsh or swamp + Mine or Quarry Water Features Miscellaneous Water Perennial Water Streams and Canals Rock Outcrop Saline Spot 4 Sandy Spot Severely Eroded Spot Sinkhole Source of Map: Natural Resources Conservation Service Slide or Slip oa Sodic Spot Soil Map—Harnett County, North Carolina MAP INFORMATION USDA Natural Resources Web Soil Survey 11/21/2018 Conservation Service National Cooperative Soil Survey Page 2 of 3 Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000. Stony Spot Very Stony Spot Warning: Soil Map may not be valid at this scale. Wet Spot Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil Other line placement. The maps do not show the small areas of .- Special Line Features contrasting soils that could have been shown at a more detailed scale. Water Features Streams and Canals Please rely on the bar scale on each map sheet for map measurements. Transportation Rails Source of Map: Natural Resources Conservation Service Web Soil Survey URL: rwr Interstate Highways Coordinate System: Web Mercator (EPSG:3857) US Routes Maps from the Web Soil Survey are based on the Web Mercator L Major Roads projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Local Roads Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. Background . Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Harnett County, North Carolina Survey Area Data: Version 15, Sep 10, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 15, 2015—Dec 4, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 11/21/2018 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Harnett County, North Carolina Map Unit Legend UT Natural Resources Web Soil Survey 11/21/2018 Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI BnB BnD Blaney loamy sand, 2 to 8 percent slopes 35.4 0.7 31.9% 0.6% Blaney loamy sand, 8 to 15 percent slopes CaB Candor sand, 0 to 8 percent slopes 38.3 34.5% GaB Gilead loamy sand, 2 to 8 percent slopes 36.7 33.1% Totals for Area of Interest 111.0 100.0% UT Natural Resources Web Soil Survey 11/21/2018 Conservation Service National Cooperative Soil Survey Page 3 of 3 OLIVIA QUADRANGLE U.S. DEPARTMENT OF THE INTERIOR NORTH CAROLINA U.S. GEOLOGICAL SURVEY 7.5 -MINUTE SERIES (2016) SCALE 1:24 000 1 0.5 0 KILOMETERS 1 2 1000 500 0 METERS 1400 2000 1 0.5 0 1 hAi LES 1000 0 1004 2000 3000 4000 5DOID 6404 7400 8000 9000 14040 FEET CONTOUR INTERVAL 10 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 4 / ! _ n��� e / x \ \.&a\� X22/�w \ +\ . Ila � 2 \ �\® 2 ®`q - ^' .36 /Z X >� SF3: �s & ) f9 \ 106 n x 2 %d� a WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Subregion (LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (136) ❑ Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required; check all that apply) ❑� Surface Water (Al) Aquatic Fauna (1313) ❑� High Water Table (A2) 1❑ -f U Marl Deposits (1315) (LRR U) ❑ Drainage Patterns (1310) ❑� Saturation (A3) Hydrogen Sulfide Odor (Cl) ❑ Moss Trim Lines (B16) ❑ Water Marks (131) iII I --I Oxidized Rhizospheres along Living Roots (C3) ❑ Dry -Season Water Table (C2) ❑ Sediment Deposits (62) Presence of Reduced Iron (C4) 0 Crayfish Burrows (C8) ❑ Drift Deposits (B3) ❑_ Recent Iron Reduction in Tilled Soils (C6) II Saturation Visible on Aerial Imagery (C9) Q Algal Mat or Crust (64) ❑ Thin Muck Surface (C7) 0 Geomorphic Position (D2) Q Iron Deposits (135) Other (Explain in Remarks) ❑ Shallow Aquitard (D3) ❑ Inundation Visible on Aerial Imagery (137) II FAC -Neutral Test (D5) a Water -Stained Leaves (69) 0 Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): Wetland Hydrology Present? Yes No includes capillary frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: Remarks: (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: ) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: (A) 2. Total Number of Dominant 3. Species Across All Strata: (B) 4. Percent of Dominant Species 5. That Are OBL, FACW, or FAC: (A/B) 6. Prevalence Index worksheet: 7 8 Total % Cover of: Multiply by: = Total Cover OBL species x 1 = 50% of total cover: 20% of total cover: FACW species x 2 = Sapling/Shrub Stratum (Plot size: ) FAC species x 3 = 1 FACU species x 4 = 2 UPL species x 5 = 3. Column Totals: (A) (B) 4• Prevalence Index = B/A = 5. Hydrophytic Vegetation Indicators: 6. _ 1 - Rapid Test for Hydrophytic Vegetation 7. _ 2 - Dominance Test is >50% 8. _ 3 - Prevalence Index is 553.0' = Total Cover _ Problematic Hydrophytic Vegetation' (Explain) 50% of total cover: 20% of total cover: Herb Stratum (Plot size: ) 'Indicators of hydric soil and wetland hydrology must 1, be present, unless disturbed or problematic. 2. Definitions of Four Vegetation Strata: 3• Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or 4. more in diameter at breast height (DBH), regardless of 5 height. 6• Sapling/Shrub — Woody plants, excluding vines, less 7, than 3 in. DBH and greater than 3.28 ft (1 m) tall. 8. Herb —All herbaceous (non -woody) plants, regardless g, of size, and woody plants less than 3.28 ft tall. 10. Woody vine — All woody vines greater than 3.28 ft in 11. height. 12. = Total Cover 50% of total cover: 20% of total cover: Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5• Hydrophytic = Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes No Remarks: (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc' Texture Remarks 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: ❑ Histosol (Al) E] Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O) ❑ Histic Epipedon (A2) E] Thin Dark Surface (S9) (LRR S, T, U) U 2 cm Muck (A10) (LRR S) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (LRR O) 1 Reduced Vertic (F18) (outside MLRA 150A,B) {D Hydrogen Sulfide (A4) f] Loamy Gleyed Matrix (F2) I Piedmont Floodplain Soils (F19) (LRR P, S, T) C] Stratified Layers (A5) E] Depleted Depleted Matrix (F3) TUI Anomalous Bright Loamy Soils (F20) ❑ Organic Bodies (A6) (LRR P, T, U) ❑ Redox Dark Surface (F6) (MLRA 1536) ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ Depleted Dark Surface (F7) Parent Material (TF2) F]Muck Presence (A8) (LRR U) F-1Redox Depressions (F8) uI Very Shallow Dark Surface (TIF 12) ❑ 1 cm Muck (A9) (LRR P, T) _E] Marl (F10) (LRR U) 0 Other (Explain in Remarks) ❑ Depleted Below Dark Surface (A11) ❑ Depleted Ochric (F11) (MLRA 151) D✓ Thick Dark Surface (Al2) E1 Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and ❑ Coast Prairie Redox (A16) (MLRA 150A) Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, ❑ Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4) Reduced Vertic (F18) (MLRA 150A, 150B) ❑ Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C9 153D) D✓ Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site: City/County: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): Subregion (LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (136) ❑ Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required; check all that apply) ❑ Surface Water (Al) El Aquatic Fauna (1313) ❑ High Water Table (A2) U Marl Deposits (1315) (LRR U) ❑ Drainage Patterns (1310) ❑ Saturation (A3) Hydrogen Sulfide Odor (Cl) ❑ Moss Trim Lines (B16) ❑ Water Marks (131) iII I --I Oxidized Rhizospheres along Living Roots (C3) ❑ Dry -Season Water Table (C2) ❑ Sediment Deposits (62) Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (B3) ❑_ Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) Q Algal Mat or Crust (64) ❑ Thin Muck Surface (C7) ❑ Geomorphic Position (D2) Q Iron Deposits (135) ❑ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) ❑ Inundation Visible on Aerial Imagery (137) II FAC -Neutral Test (D5) a Water -Stained Leaves (69) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): Wetland Hydrology Present? Yes No includes capillary frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: Remarks: (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: ) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: (A) 2. Total Number of Dominant 3. Species Across All Strata: (B) 4. Percent of Dominant Species 5. That Are OBL, FACW, or FAC: (A/B) 6. Prevalence Index worksheet: 7 8 Total % Cover of: Multiply by: = Total Cover OBL species x 1 = 50% of total cover: 20% of total cover: FACW species x 2 = Sapling/Shrub Stratum (Plot size: ) FAC species x 3 = 1 FACU species x 4 = 2 UPL species x 5 = 3. Column Totals: (A) (B) 4• Prevalence Index = B/A = 5. Hydrophytic Vegetation Indicators: 6. _ 1 - Rapid Test for Hydrophytic Vegetation 7. _ 2 - Dominance Test is >50% 8. _ 3 - Prevalence Index is 553.0' = Total Cover _ Problematic Hydrophytic Vegetation' (Explain) 50% of total cover: 20% of total cover: Herb Stratum (Plot size: ) 'Indicators of hydric soil and wetland hydrology must 1, be present, unless disturbed or problematic. 2. Definitions of Four Vegetation Strata: 3• Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or 4. more in diameter at breast height (DBH), regardless of 5 height. 6• Sapling/Shrub — Woody plants, excluding vines, less 7, than 3 in. DBH and greater than 3.28 ft (1 m) tall. 8. Herb —All herbaceous (non -woody) plants, regardless g, of size, and woody plants less than 3.28 ft tall. 10. Woody vine — All woody vines greater than 3.28 ft in 11. height. 12. = Total Cover 50% of total cover: 20% of total cover: Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5• Hydrophytic = Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes No Remarks: (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix (inches) Color (moist) % Redox Features Color (moist) % Type' Loc' Texture Remarks 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: ❑ Histosol (Al) E] Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O) ❑ Histic Epipedon (A2) E] Thin Dark Surface (S9) (LRR S, T, U) U 2 cm Muck (A10) (LRR S) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (LRR O) 1 Reduced Vertic (F18) (outside MLRA 150A,B) C] Hydrogen Sulfide (A4) f] Loamy Gleyed Matrix (F2) I Piedmont Floodplain Soils (F19) (LRR P, S, T) f—] StratifiedLayers (A5) E] Depleted Depleted Matrix (F3) TUI Anomalous Bright Loamy Soils (F20) ❑ Organic Bodies (A6) (LRR P, T, U) ❑ Redox Dark Surface (F6) (MLRA 1536) ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ Depleted Dark Surface (F7) Parent Material (TF2) F]Muck Presence (A8) (LRR U) F-1Redox Depressions (F8) uI Very Shallow Dark Surface (TIF 12) ❑ 1 cm Muck (A9) (LRR P, T) _E] Marl (F10) (LRR U) 0 Other (Explain in Remarks) ❑ Depleted Below Dark Surface (A11) ❑ Depleted Ochric (F11) (MLRA 151) ❑ Thick Dark Surface (Al2) E1 Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and ❑ Coast Prairie Redox (A16) (MLRA 150A) Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, ❑ Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4) Reduced Vertic (F18) (MLRA 150A, 150B) ❑ Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C9 153D) ❑ Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 sI ntal Ass ciate&,nc. P.O. Sox 9321 Fayetteville, NC 28311 SOILISITE EVALUATION 9 SOIL PHYSICAL ANALYSIS e LAND USFISUBDIVISION PLANNING • WETLANDS GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS. EVALUATION & DESIGN L SITE O 00 F SR 1320�y9A A NORTH SITE NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM AS -BUILT MAPS SUPPLIED BY HARNETT COUNTY AND SOME FIELD LOCATIONS. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL HAVE ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. ALL DIMENSIONS ARE TO THE EDGE OF FINISHED PAVEMENT UNLESS OTHERWISE NOTED. 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. 7. ALL EXISTING DRIVEWAY PIPES ARE TO BE REMOVED. g^E 1825.02' TOTAL I N/F 50% UNDIVIDED INTEREST TO KATHIE MARIE DELP I LIVING TRUST U/A DATED DECEMBER 12, 2008 & I 50% UNDIVIDED INTEREST TO RANDALL ERIC DELP LIVING TRUST U/A DATED DECEMBER 12, 2008 5BB TRACT 2 I DB 2576, PG 771 I N/F PB 2000, PG 553 50% UNDIVIDED INTEREST TO KATHIE MARIE DELP I N82°15'18E 59597 LIVING TRUST U/A DATED DECEMBER 12, 2008 & I 50% UNDIVIDED INTEREST TO RANDALL ERIC DELP LIVING TRUST U/A DATED DECEMBER 12, 2008 TRACT 1 I DB 2576, PG 771 PB 2004, PG 828 EiR I ♦ • I ♦ 1 I 573.74' ! • • 1 VICINITYMAP N82°133 265.79' / / , .•�♦ '■ ■ � ■ ■ � on. IV, ■ NOT TO SCALE _----- ♦ 358.57' _ / / • 000001- ■ • \ I o ■ \ \ \ / s ^�lLn �I ■ \ \ I o 41 ■ \ \ \ \ \ / / ■ I \ 4 44 as \ \ \ 51 / / I 3\ \ ■ \ \ 37,057 SF \ \ \ \ \ (0.85 AC) ♦ \ \ \ 50,317 SF (1.16 AC) ♦ \ \ / 36,573 SF ♦ ♦ \ \11� C12 / / � (0.84 AC) I 20'X10' I UTILITY ESMT 53 15'X10'----"- 35R n ■ ` 252,558 SF UTILITY ESMT ' (5.80 AC) I v ` ♦ N71� 2 ♦ C/\ 0 35R o I S v � ♦ 35R _)3 ♦\ C-) \ 15X10' !� 54 UTILITY ESMT G \ 49 I ! 64,112 SF Gt \ \ 21,190 SF (0.49 AC) I '4 q3'W / 1 (1.47 AC) LO 5A Q _/_ �Z� \ 66g 57 ■ \ w- T) 6,� - - J / ` ■ / o N `°-\ \ 5'X10' UTILITY ESMT / `C9 / •W ' 55 25R �/ • '♦ i i• I ■ ■ ■ 1 � 42 ♦ ♦ • ■ ♦ 423,488 SF �■ ■ mown ■ moo • •' ` + (9.72 AC) 0 • • W w �� • w 108.66 101.13' ■ ■ OWN* S84°350211W N83°58'43" W I F - - - - A\ N83°58'43" W 154.08' 85.73' TOTAL 68.35' 17.29' _ __ 85.25' S775g'43" - E 240.00' I I I i z ToTAL _ I I I r l L / 85.26 _ I I I I I Q I ' I s, I _- 52-20' I I N I i r �4 00' \ N iO L6 ILd ^ ° I -7Z I I I ' I I I \\ 90 04 I � r - o N I ' ' ' \ ,6 Z 2s 6429 3p \ �� �o " w l I I N M/ 44 I I 43 I I I Z �' / �' / r \ \ 28� 69 To \ N I it Z N� Io 20,817 SF I I 20,849 SF I 41 / N (0.48 AC) I I (0.48 AC) I t I I I 20,324 SF 40 I Z N�13, \ (0.47 AC) N LO N ; 4 \ _J I I ' / 21,072 SF 39 Z NI ' - / 1 / / - 0 4 15'X1' ' ' (0.48 AC) I v C / /I'- \ UTILITY ESMT I 21,315 SF 7 - �C6 i I L _ I (0.49 AC) ' 38 / �o N \N25°30'28"E - -�54.24' C5 I ' 21315 SF �Z N� MAIL KIOSK _ _ ' ' I (0.49 AC) 37 _ J / _ _ 85. L I (0.49 C) / oo /�/ / 5/ 1� - (0.49 AC) Qi ER - 25 - /= N / / _ I 5 _I 85.26' L / / 571 35 ` 76,204 SF 25R - - - - - C32 - - 8' 2s1 _ _ _ - _ J 22,922 SF / _ C31 50' R NAVAN0 8 L _ _ (0.53 AC) / ♦. // (1.75 AC) �/ /W (pNBLIC & TRA1� N77°Sg'43. x'26= _ / / / „M 146 18 G30 \ _ - _ - ♦ ■ N775 UTILITY ACCESS) -� 518.70' T0- _ _ _ 85 26 _ J L ■ 4g W �, 0 3p N - - - _ - - -1 - _ _ I 210.92 �8�43"�y 31 10'X10' / / 24,157 SF /05 ■ 57�°12„a / / o ° 43,W 13 l 4_91' _ ��UTILITY ESMT � TOTAL 8 J (0.55 AC) o SC. / � I '� ■ _ _ � _ __ % _ _ _ 5.26 , _ \ / / / \ �\ I L ��_ _ �� 37.5p' 25R rn 0 48 I o , I ♦ ° N ■ _ 15'X10' 5/8„ \ \/ `L 25R �V \ i9 00� 21,377 SF I � 00 I CD N d UTILITY ESMT ERB 5/8„ N77° o 17 \ 66 \ o\ (0.49 AC) I (0.46 AC) I `� _ _ ERB 58'43"W 203-80' Rcp w2 '02 N/F rri I / 178.10' 0 TOTAL \ CALVIN L. BREWER, JR. & WI \ \ 23,153 SF \ I I ■ ■ 46 ' \iceJAMIE LYNNE BREWER \Z \ (0.53 AC) \ \ I 25.70 5/a ERB DB 3546, PG 552 43,668 SF\ \ I I ♦ ♦ (1.00 AC) I / 5/ ` PB 2010, PG 411 S3 ERB • � CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C2 85.26 374.99 N64°10'08"W 85.08 C3 47.76 374.90 N74°19'49"W 47.73 C5 25.09 625.00 N79°07'44"W 25.09 C6 85.07 625.00 N84°10'41"W 85.00 C7 80.05 625.00 S88°15'12"W 80.00 C8 130.08 625.00 S78°37'17"W 129.85 C9 38.64 25.00 S63°03'52"E 34.91 C10 27.55 35.00 S03°45'41 "W 26.84 C11 74.37 50.00 N16°18'02"W 67.70 C12 40.00 50.00 N81°49'49"W 38.94 C13 41.00 50.00 S51 °45'30"W 39.86 C14 40.00 50.00 S05°20'49"W 38.94 C15 40.42 50.00 S40°43'46"E 39.33 C16 27.55 35.00 N41°20'16"W 26.84 C17 39.27 25.00 N26°12'43"E 35.36 C29 38.40 25.00 S27°12'43"W 34.73 C30 35.66 575.00 N72°59'18"E 35.65 C31 135.18 575.00 N81 °30'00"E 134.87 C32 138.36 575.00 S84°52'19"E 138.02 \�: i I / ■ ` I l ERBr `50. \� \ \ I ■ ♦♦ ' / - R=325.00' / ERB r� L=35.90' \ 3.12 43 J 3'E 105 54 CHORD / 5/8" \N_ �N1 is \ N73°124 �Z 2 3 NN74°48'54"W ERB ` PRECISIOI 35.88' 5 Op SEE SN o co HOMES & RENOVATIONS, LLC / `SO• �-9 5/ 43 E 8 ` N coI / DB 3499, PG 319 / A y0 ER 312 \N� 45 / d \ PB 2010, PG 411 G % Oo N7 N ♦ � N � 5/8° � �� P ' 28,108 SF / ERB LEGEND: s'A8° ` (0.65 AC) E R \ / OO EIP-EXISTING IRON PIPE EEI SIGN 26� ♦♦ / 26 i EPKEPK-EXISTING PK ®MAILBOX MAILBOX 6F ♦ ` ERRGB O ERB-EXISTING REBAR no HVAC UNIT 2IF ♦ I / r� 28 / PRECISION 'CUSTOM / ERB ERsO ERS -EXISTING RAILROAD SPIKE m TRANSFORMER R�• / \ HOMES & RENOVATIONS, LLC CP -COMPUTED POINT 0 LIGHT POLE ♦ N/F / DB 3499, PG 319 r\ 18 N/F NOW OR FORMERLY PP• UTILITY POLE ♦ � � PRECISION CUSTOM PB 2010, PG 411 R/W - RIGHT OF WAY C• GUY WIRE HOMESDB 3499PGRENOVATIONS, LLC N /F PRECISION CUSTOM PVC -POLYVINYL CHLORIDE ❑T TELEPHONE PEDESTAL ■ PB 2010, PG 411 HOMES & RENOVATIONS, LLC RCP - REINFORCED CONCRETE PIPE © ' CABLE PEDESTAL ■ R=325.00' / DB 3499, PG 319 . L=7761PB 2010, PG 411 PROPERTY LINE X WATER VALVE // CHORD ADJACENT PROPERTY LINE �FIRE HYDRANT \ / ERe N64°48'35"W TIE LINE LTJ WATER METER \ / 77.43' / RIGHT-OF-WAY ® CATCH BASIN -SETBACK LINE E) TREE ss SANITARY SEWER LINE ASPHALT SD STORM DRAINAGE SOIL 8S� rO r' 29 �1 \ w WATER LINE WATER S A OVERHEAD UTILITY OWETLANDS M° PRECISIONFCUSTOM GRAPHIC SCALE WETLANDS 14 HOMES & RENOVATIONS, LLC 50 0 25 50 100 200 PERMANENT EASEMENT DB 3499, PG 319 X FENCE LINE NS PB 2010, PG 411 +� 100 YEAR FLOOD LINE TREE LINE ( IN FEET ) 1 inch = 50 ft. 0 vsite solutions ng I Land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS z O Cf) w a0_ Q J W_ W Z� O PROJECT NAME SUMMERLIN SUBDIVISION PHASE II DETAILED SITE PLAN CLIENT SHAUN GARDNER 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: SEAN CHECKED BY: SCOTT PROJECT NUMBER: 1376 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED SEPTEMBER 19, 2018 SHEET NUMBER C-2.1 �-7 O"o F i Sp 1320 �y9 �j� 225 43'W �♦ o oA S1 -1 F I Gpx t 66g 5 ♦ NORTH A ♦ ♦ " VICINITY MAP ' '%3'w � � ♦ X112 ■ ♦ NOT TO SCALE ' `� ♦ ZM ■ ♦ .i.' \ SNE \ � �3 v� � ■ ♦ SE p, �\ S�1°12 13 ■ \ `` GN\N� A3,� 19� \ t�3 1p5 5q ■ �8• \ � � � p� ■ � � \ M P� N�312� � � N1312 43'E ■ \ ' ' • \ �` ----1 X10' \ �3'E S5 gip' \ \/ / ■ ` 56 \`` UTILITY ESMT g5 \ N13°12 ♦ 7j ■ ♦ 72,581 SF ` 4 \ • (1.67 AC) \\ \ 20,001 SF \ o \ ♦ _ • ■ (0.46 AC)Cyt 6, \ ■ \ �S/0 \ • \ \ \ \ 22,910 SF 0 '' 0.53 AC \ �� \ ■ 5'X10' r f I 3°12 �3 \ / \ �,•�. \ SsA \ ■ UTILITY ESMT�� \ m Os 6''\ tK �°` RS' \ • • `� z (!G \ 64 \ oA 22,437 SF r \ (0.52 AC) 20 ,001 SF \ \ \ ■ a 6 •• \ �3°12 • \ n (0.46 AC) \ \ S 325.13 ♦ p. 'oc, \ \ 35R \S6SS. LO 21 \ / 35R V� i \ N/F \ v 3 JOHN C. CHRISTIAN \ n \ P111 LO \ / ♦ ■ NO DEED FOUND N` N \ N ✓ /� $555 35R �� ■ / \ tr ` 15'X10'10 \ ■ • 57 \ o ` UTILITY ESMT \ ` 59,611 10'X10' \ 4i ` ■/ \ ' • (1..37AC) \ ` UTILITY ESMT 63 Gni 'I„i11/i / �♦ ■ \ \ ■ • \ \ \ 24,241 SF \ \ (0.56 AC) 5/8'\ / ERB \ • ♦ \ ` ` \ / 1 � O \ / / 34,224 SF \ ,1, �s \ ■ W / G�/ O J ��G 15'X10'_ (0.79 AC) i / gyp, sr• ` ` 1� LQ 110000' UTILITY ESMT \ : ♦ 15'X10' \ \ �, 5� �\ S�� g 63 \ \ ` UTILITY ESMT�� \` •� ✓ pyo /� / / \ S62 f • - A, tK N/ERB \ 30 , LEGEND:\ ` 4 C t' PRECISION CUSTOM EIP 00 EIP-EXISTING IRON PIPE sc" 20SIGN ♦ \ X28 / HOMES & RENOVATIONS, LLC RK ♦ \ / $ \ DB 3499, PG 319 O EPK-EXISTING PK NAIL MB MAILBOX ♦ \ ®` / �� �� / 59 / 5� 69 Mpg$ PB 2010, PG 411 ERGO ERB-EXISTING REBAR nc HVAC UNIT \ `` G ERs23,421 SF / 00 ERS -EXISTING RAILROAD SPIKE m TRANSFORMER \ ♦ l► ���� N / \ CP -COMPUTED POINT LIGHT POLE ♦ \ ` \ \5R s (0.54 AC) PP5/8o / / / \ N/F -NOW OR FORMERLY •UTILITY POLE ' \ � / ERB R/W - RIGHT OF WAY C• GUY WIRE \ • \ / / PVC - POLYVINYL CHLORIDE MTELEPHONE PEDESTAL ■ \ CI 25R RCP - REINFORCED CONCRETE PIPE ©CABLE PEDESTAL N` towv PROPERTY LINE N WATER VALVE 58 \ �� < / 1� ADJACENT PROPERTY LINE C FIRE HYDRANT \ ♦ \ \ / � ��� 31,; TIE LINE IN WATER METER • �0'893AC) \ ����� N/F RIGHT-OF-WAY INWATER BASIN \ \ \ ` \ S81'01622 iW ,l,Rss,99 \� PRECISION CUSTOM -SETBACK LINE TREE \ •\S HOME DB 34990 PGTION9 , LLC ss SANITARY SEWER LINE \ ASPHALT \ \ �j, �� •As, •�` PB 2010, PG 411 SD STORM DRAINAGE \ SOIL \ u3,o0�S A• ERB w WATER LINE \WATER \ \��•. S 5/8" OVERHEAD UTILITY \ WETLANDS \ \ \� WETLANDS \ \ PERMANENT EASEMENTsG� \ X FENCE LINE �--. \ 3 ♦ \ /, ♦ s� o �'Q 5/8" TBM +��� 100 YEAR FLOOD LINE TREE LINE N/F�� p"5 \ �� ti # \ / 1`L � � G� ERB 4D PK NAIL 1 \ TAMMY L. DOUGLAS \ : \ / �tx`O ` p��/ N 572,400.590 E 1,968,279.908 DB 1912, PG 129 \ �`� ■/ 5� �__� ELEV 330.27 \ PB 2003, PG 315 \ 34 \ NC GRID NAD 83 \ (2011) \ \ N/F �� ./ NAVD 88 SITE NOTES \ 5/8.. PRECISION CUSTOM \ \ ERB HOMES & RENOVATIONS, LLC 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK DB 3499, PG 319 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. �__�` \ \ PB 2010, PG 411 5/8" 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM AS -BUILT \ \ 2 I/ ERB MAPS SUPPLIED BY HARNETT COUNTY AND SOME FIELD - \ \ / LOCATIONS. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE \ \ N/F / SITE, THE GENERAL CONTRACTOR SHALL HAVE ALL UTILITY TAMMY L. DOUGLAS \ \ COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE \\ DB 56 385 \ \ UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING PB 20, PG / CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. ALL DIMENSIONS ARE TO THE EDGE OF FINISHED PAVEMENT \ \ \ / UNLESS OTHERWISE NOTED. EIP 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE / \\ 5/8„ / WITH STATE AND LOCAL LAWS AND REGULATIONS. \ \ ERB 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. 7. ALL EXISTING DRIVEWAY PIPES ARE TO BE REMOVED. \ \ \ N/F \ MARK C. EAKES &WIFE, \ JANET K. EAKES \ DB 2477, PG 839 \ PR I)nnz orr �l r CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C18 40.14 25.00 N62°47'17"W 35.97 C19 126.54 255.00 S31 °00'17"E 125.25 C20 39.27 25.00 S00°13'11 "E 35.36 C21 147.39 475.00 S53°40'16"W 146.79 C22 16.40 35.00 S75°59'04"W 16.25 C23 120.29 50.00 N20°29'08"E 93.31 C24 111.44 50.00 S67°42'46"W 89.76 C25 35.86 35.00 N33°12'42"E 34.31 C26 39.91 525.00 S60°22'58"W 39.90 C27 122.99 525.00 S51 °29'37"W 122.71 C28 51.67 25.00 S76°00'11 "E 42.95 -2 N/F , \ PRECISION CUSTOM , HOMES & RENOVATIONS, LLC \ DB 3499, PG 319 PB 2010, PG 411 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS z O Cf) w aD_ Q J W_ W Ir Z oc LL O PROJECT NAME SUMMERLIN SUBDIVISION PHASE II DETAILED SITE PLAN CLIENT SHAUN GARDNER 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: SEAN CHECKED BY: SCOTT PROJECT NUMBER: 1376 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED SEPTEMBER 19, 2018 SHEET NUMBER C-2.2 SITE 4y ...�jricwr M VICINITY MAP NOT TO SCALE NC GRID NAD 86 (20H) LEGEND: R/W - RIGHT OF WAY INV - INVERT OF NEW PIPE RCP - REINFORCED CONCRETE PIPE PROPERTY LINE — CREEK WETLANDS WETLANDS =PERMANENT IMPACT AREA =TEMPORARY IMPACT AREA TEMPORARY IMPACT AREA: 369FT2 PERMANENT IMPACT AREA: 806FT2 / 69LF PRELIMINARY DO NOT USE FOR CONSTRUCTION REMOVE EXISTING 24" 1 1A CULVERT AND REPLACE WITH TWO 30" RCP 44.75 50' DRAINAGE EASEMENT LF ® 4.11% 30" RCP 'INV 281.16 /4.75 LF ® 5.23% 30" RCP 290 285 280 275 1 EIS I INV 283.00 I' INV 283.50 0+00 1+00 290 285 280 275 GRAPHIC SCALE 40 0 40 ( IN FEET ) 1 inch = 40 ft. I4Dsite solutions civil engineering land surveying 409 Chicago Drive, Sui. 112, Faye0evie, NC 26306 .Nice 1910-426-6777 fax 1910-426-5777 Genre number I C-2264 —AD.ft-M.m.c.m REVISIONS PROJECT NAME SUMMERLIN SUBDIVISION PHASE II STREAM IMPACT MAP CLIENT SHAUN GARDNER 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: CHRIS DRAWN BY: JIMMY CHECKED BY: SEAN PROJECT NUMBER: 1376 44.75 LF ® 5.23% 30" RCP INV 283.50 / I INV 283.00 INV 281.16 44.75 LF ® 4.11% 30" RCP rl N O NO 00 N N 00 00CN 0+00 1+00 290 285 280 275 GRAPHIC SCALE 40 0 40 ( IN FEET ) 1 inch = 40 ft. I4Dsite solutions civil engineering land surveying 409 Chicago Drive, Sui. 112, Faye0evie, NC 26306 .Nice 1910-426-6777 fax 1910-426-5777 Genre number I C-2264 —AD.ft-M.m.c.m REVISIONS PROJECT NAME SUMMERLIN SUBDIVISION PHASE II STREAM IMPACT MAP CLIENT SHAUN GARDNER 256 Briar Hill Road Raeford, North Carolina 28376 Phone: (910) 988-8172 PROJECT INFORMATION DESIGNED BY: CHRIS DRAWN BY: JIMMY CHECKED BY: SEAN PROJECT NUMBER: 1376 DRAWING SCALE HORIZONTAL: 1"=40' VERTICAL: 1"=4' DATE RELEASED SEPTEMBER 24, 2018 SHEET NUMBER W-1 OF h FYSJilcVJ)urr. -" United States Department of the Interior ,�x" FISH AND WILDLIFE SERVICE %$ Raleigh Ecological Services Field Office 'a��,e Post Office Box 33726 Raleigh, NC 27636-3726 Phone: (919) 856-4520 Fax: (919) 856-4556 In Reply Refer To: November 02, 2018 Consultation Code: 04EN2000-2019-SLI-0114 Event Code: 04EN2000-2019-E-00251 Project Name: Summerlin SD Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The species list generated pursuant to the information you provided identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 etseq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. Section 7 of the Act requires that all federal agencies (or their designated non-federal representative), in consultation with the Service, insure that any action federally authorized, funded, or carried out by such agencies is not likely to jeopardize the continued existence of any federally -listed endangered or threatened species. A biological assessment or evaluation may be prepared to fulfill that requirement and in determining whether additional consultation with the Service is necessary. In addition to the federally -protected species list, information on the species' life histories and habitats and information on completing a biological assessment or 11/02/2018 Event Code: 04EN2000-2019-E-00251 2 evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the web site often for updated information or changes If your project contains suitable habitat for any of the federally -listed species known to be present within the county where your project occurs, the proposed action has the potential to adversely affect those species. As such, we recommend that surveys be conducted to determine the species' presence or absence within the project area. The use of North Carolina Natural Heritage program data should not be substituted for actual field surveys. If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely to adversely affect) a federally -protected species, you should notify this office with your determination, the results of your surveys, survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species. If you determine that the proposed action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally listed species, then you are not required to contact our office for concurrence (unless an Environmental Impact Statement is prepared). However, you should maintain a complete record of the assessment, including steps leading to your determination of effect, the qualified personnel conducting the assessment, habitat conditions, site photographs, and any other related articles. Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws. og v/mi rgratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7 consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea turtles,when in the water, and certain marine mammals are under purview of the National Marine Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/ We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. If you have any questions or comments, please contact John Ellis of this office at john_ellis@fws.gov. 11/02/2018 Event Code: 04EN2000-2019-E-00251 Attachment(s): • Official Species List 11/02/2018 Event Code: 04EN2000-2019-E-00251 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 (919) 856-4520 11/02/2018 Event Code: 04EN2000-2019-E-00251 2 Project Summary Consultation Code: 04EN2000-2019-SLI-0114 Event Code: 04EN2000-2019-E-00251 Project Name: Summerlin SD Project Type: DEVELOPMENT Project Description: Residential SD, Navaho Tr Project Location: Approximate location of the project can be viewed in Google Maps: ht s: www.google.com/maps/place/35.32474586605262N79.10650427593794W Counties: Harnett, NC 11/02/2018 Event Code: 04EN2000-2019-E-00251 Endangered Species Act Species There is a total of 3 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Birds NAME Red -cockaded Woodpecker Picoides borealis No critical habitat has been designated for this species. Species profile: https://ecos.fws. oe v/ecp/species/7614 Fishes NAME Cape Fear Shiner Notropis mekistocholas There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: htips:Hecos.fws. og v/ecp/species/6063 Flowering Plants NAME Rough -leaved Loosestrife Lysimachia asperulaefolia No critical habitat has been designated for this species. Species profile: hiips:Hecos.fws. og v/ecp/species/2747 STATUS Endangered STATUS Endangered STATUS Endangered 11/02/2018 Event Code: 04EN2000-2019-E-00251 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION.