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Home My WebLink About20211083 Ver 1_Riparian Buffer Authorization_20210706Buffer Authorization Application Form 15ANCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Onlin Update 10/23/2018 Water Resources ENVIRONMENTAL QUALITY Original Submittal 7/6/2021 A. Owner/Applicant Information General Information Primary Contact Email:* Who is submitting the application?* Is there an agent working on this application but not submitting it? 1. Property Owner Information: 1a. Name on Recorded Deed:* 1b. Responsible Party: lc. Mailing Address:* 1d. Telephone:* (919) 641-8422 ekconstruction.dk@gmail.com Rease list the contact person's er ail for questions or paynent on this project if needed. ✓ Owner r7 Applicant other than Owner ✓ Agent r Yes C No Ian Shannon (for Corporations) Street Address 204 Longview Lake Drive Address Line 2 aty Raleigh Fbstal / Zip Code 27610-1876 2. Applicant's Information (if different from owner): 2a. Name: 2b. Company Affiliation: 2c. Mailing Address: 2d. Telephone: Dennis Killianey State / Rovince / Region NC Country US 1e. Email Address:* ianshannon@gmail.com E&K Construction, LLC Street Address 65 Glen Road Address Line 2 Suite 611 aty Garner Fbstal / Zip Code 27529 (919) 247-2241 State / Rovince / Region NC Country US n 2e. Email Address: ekconstruction.dk@gmail.com B. Project Information and Prior Project History ............................................................................................. 1. Project Information ............................................................................................. la. Name of Project:* Shannon Screen Porch (Subdivision, facility, or establishrrent nano) 1b. Is this a publicly -funded transportation project?* r Yes C' No Id. Subdivision Name: Lakewood le. Nearest Municipality: Raleigh If. Property Size: 1.42 acres 1g. County (or Counties) where the project is located:* Wake 1h. PropertylD# 1714903716 Tax RN or Parcel id 1 i. Deed Information Date of Purchase 1/2/2018 Type of Book Book# Page# Deed 017013 00758 Map 1999 1788 1j. Attach a copy of the recorded map that indicates when the lot was last platted. aick the upload button or drag and drop files here to attach document Ian Shannon Survey (5).pdf 1.76MB FDF only 1k. How would you like to provide the Latitude and Longitude information?* fr Address Lookup r Manually Address Lookup Latitude * 35.7851591 Street Address 204 Longview Lake Drive Address Line 2 City State / Rovince / Region Raleigh NC Ft etal / Zip Code Country 27610-1876 US Longitude *-78.5985925 11. Is the project located in any of North Carolina's twenty coastal counties?* C Yes r No 2. Surface Waters 2a. Name of the nearest body of water to proposed project:* Lower Longview Lake 2b. Water Quality Classification of nearest receiving water:* C; NSW 2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:* 600 (linear feet only) 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: There is an existing deck on the house that we are going to demo, rebuild deck, cover and enclose with screen. It will be the exact same size as the existing deck, so it will not change the footprint. 3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site. aick the upload button or drag and drop files here to attach docurrent NC_Raleigh_East_20190730_TM_geo.pdf 106.49MB FEF only 3c. Attach an 8 1/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site. Click the upload button or drag and drop files here to attach docurrent Ian Shannon Soil Map.pdf 3.37MB Ft F only 4. Proposed Activity Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:* There is an existing deck on the house that we are going to demo, rebuild deck, cover and enclose with screen. It will be the exact same size as the existing deck, so it will not change the footprint. There will be no heavy equipment used on site. Attach a site plan as applicable to the project: aickthe upload button or drag and drop files here to attach docurrent Ian Shannon Survey (5).pdf FEF only 5. Jurisdictional Determinations 1.76MB 5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project (including all prior phases) in the past?* f Yes ( No 6. Project History 6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?* G Yes f No 6b. List any permits/approvals that have been requested or obtained for this project in the past. (. Application Date Date Issued Permit Type 6/9/2021 Building 6c. Please explain and detail according to "help file" instructions.* We have requested a building permit for the proposed screen porch for this project from the City of Raleigh. Per the city, we were required to submit this authorization before obtaining building permit. 7. Future Project Plans 7a. Is this project a phased project?* r Yes C' No C. Proposed Impacts Inventory Buffer Impacts Project is in which protected Basin?* C • Neuse River Basin (15A NCAC 02B.0233) f Catawba River Basin (15A NCAC 02B.0243) C- Randleman Lake Watershed (15A NCAC 02B.0250) C- Tar -Pamlico River Basin (15A NCAC 02B.0259) C Jordan Lake Watershed (15A NCAC 02B.0267) C Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607) Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Site# - Reason Stream Name Buffer Impact* Impact Type* Zone 1 Zone 2 Nap label (e.g. Fbad Crossing 1) Permanent (P) Firm or Tenp Exempt 0.00 Square Feet 0.00 Square Feet Total Zone 1 Impacts: 0.00 Total Zone 2 Impacts: 0.00 Total Buffer Impacts: 0.00 Comments: We do not think that there are any impacts due to the deck already existing. It is being demo'd, rebuilt to the same size and then covered with screen. D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.* There are none, as all that we are doing is demo'ing an existing deck and rebuilding to the same size. Then, we will cover and enclose with screen. The footprint of the house is not being changed in any way. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.* There are not any measures to be taken to minimize or avoid impacts. There will not be any use of any heavy equipment. E. Diffuse Flow Plan la. What type of SCM are you providing?* ✓ Level Spreader r Vegetated Conveyance (lower SHWT) ✓ Wetland Swale (higher SHWT) 17 Proposed project will not create concentrated stormwater flow through the buffer ✓ Other SCM that removed minimum of 30% nitrogen lc. Diffuse Flow Documentation* F. Supplementary Information Environmental Documentation aick the upload button or drag and drop files here to attach docunent Ian Shannon Drawing.pdf FIT only 5.41 MB 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? ✓ Yes ✓ No Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)? ✓ Yes ✓ No 2b. Is this an after -the -fact buffer authorization application? ✓ Yes r No G. Additional Information Please upload any additional information you would like the Division to consider during application review. Additional Attachments: Additional Comments: H. Sign and Submit aick the upload button or drag and drop files here to attach document FDF only By digitally signing below, I certify that: • I have given true, accurate, and complete information on this form; o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act") o 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"); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the application form." Print Name:* Signature lan Shannon Submission Date: 7/6/2021 (Auto populated field) Initial Review Is this accepted into the review process?* Is this project a public transportation project? * O Yes O No O Yes C' No ID#* 20211083 Version:* 1 Select Reviewer: Stephanie Goss:eads\szgoss Select Reviewing Office * Raleigh Regional Office - (919) 791-4200 Has payment been received?* ( No Payment Needed ✓ Fee Received ✓ Need Fee - send electronic notification -78.6250° 35.8750° 3972" 71 70 69 68 67 66 65 64 63 USGS U.S. DEPARTMENT U.S. GEOLOGICAL SURVEY OF THE ERIOR science fora changing world 715o00m E KINGWOO FAIRFA INDIAN PEBBLEBROOK.DR HEMINGWAY DR Oakwood FALLS CHURL RD 0 RAIL DR 16 ( GREYS TON, PONY RUN RD QUAIL RIDGE-RD ire E JJONES SS S� I .. BOYER SI 11� E EDENTO ,ST PAINEW IMO ® 11� !■�EDAVIEST / NEW BERN AVE 62 E MARTIN ST 61 60 Inut�.Cr i 59 35.7500° 15 -78.6250° Millbrook OI4EW00 p%R BARKSD LBANK SJ SHEFFIELD-RD 0 R'KING JRBLVD� rN 440/,a/� Pagbr 1r� 17 RALEIGH BLVD 18 OLD-BOFFA® JAMES J IA ir YCREST OR � ar P/ED,yIOUT 4 z 1 LAKE\WOODAR LITTLE JOHN RD FALSTA PLANET_DR DOGWOOD DR HOLSTON.LN 19 0 TOWN DR The National Map US Topo 20 ro �p • 54 iht4A0 Irraw-FtoWifirt".. 11"--71 • SU� R BL lin Irina! 21 DANSEY OR ELLEN DR NNA RD MEMORY LN BUTLER BLVD HAITHCOCK RD EWOOD DR WINGFORESTRD WALL\ DR OD_DR �oe�y=C-r WESTER RD IVERSON'ST MANIL/ 4 if, r JANE LN WEDGEW LIVE -OAK RD PIN OAK RD OLD'POOLE RD s O PERL • ®4 4„.4v16.1 dm /mow 16 17 Produced by the United States Geological Survey North American Datum of 1983 (NAD83) World Geodetic System of 1984 (WGS84). Projection and 1 000-meter grid:Universal Transverse Mercator, Zone 17S This map is not a legal document. Boundaries may be generalized for this map scale. Private lands within government reservations may not be shown. Obtain permission before entering private lands. Imagery NAIP, May 2016 - November 2016 Roads U.S. Census Bureau, 2016 Names GNIS, 1980 - 2019 Hydrography National Hydrography Dataset, 1899 - 2018 Contours National Elevation Dataset, 2008 Boundaries Multiple sources; see metadata file 2017 - 2018 Wetlands FWS National Wetlands Inventory 1983 �SUNBRIG 9°22- 167 MILS 18 1°26- 25 MILS UTM GRID AND 2019 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET 100,000-m Square ID QV Grid Zone Designation 17S 19 1 0.5 MAYBROOK CROSSI 0 20 SCALE 1:24 000 KILOMETERS 21 m CASTLEBROOK DR IGHLAND RALEIGH BEACH RD 2 1000 500 0.5 1000 0 1000 2000 0 3000 METERS 0 1000 22 SUCCESS WAY THUND 22 2000 MILES 4000 5000 FEET 6000 7000 CONTOUR INTERVAL 10 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 ALEVI EKDR 8000 9000 10000 This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011. A metadata file associated with this product is draft version 0.6.18 F IF V RIVER -LANDINGS DR. Milb . nie 23 LANDING FALLS LN ASS DR FARMWELL RD RALEIGH EAST QUADRANGLE NORTH CAROLINA - WAKE COUNTY 7.5-MINUTE SERIES 24 WHITE'KESTREL DRa rIPPMMS RESERVE TRL "I"TDALI WHITFIELD ST LYNNWO RAN/ ELLEN,DR 25 D COUNTRVLN OKDALE-DR Beauerda TA". Fir ;1° a/V/S4 23 NOR* AROLINA QUADRANGLE LOCATION 2 3 4 6 7 5 8 ADJOINING QUADRANGLES 1 Bayleaf 2 Wake Forest 3 Rolesville 4 Raleigh West 5 Knightdale 6 Lake Wheeler 7 Garner 8 Clayton 24 25 ROAD CLASSIFICATION BLACKARD POND-RD Expressway Local Connector Secondary Hwy Local Road Ramp 4WD • Interstate Route n US Route RALEIGH EAST, NC 2019 OState Route -78.5000 35.8750° 72 71 70 69 68 67 66 65 64 63 62 61 3960000m N 726000mE 35.7500° -78.5000° 36° 7' 54" N 35° 27' 48" N I I I 670000 680000 690000 700000 Map Scale: 1:523,000 if printed on A landscape (11" x 8.5") sheet. Meters 0 5000 10000 Soil Map —Wake County, North Carolina 710000 Feet 0 25000 50000 100000 150000 Mapprojedion: Web Mercator Conerwordinates: WGS84 Edge tics: UTM Zone 17N WGS84 720000 740000 750000 760000 770000 36° 7' 54" N 35° 27' 48" N USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/6/2021 Page 1 of 6 Soil Map —Wake County, North Carolina MAP LEGEND Area of Interest (AOI) n Area of Interest (AOI) Soils El Soil Map Unit Polygons Soil Map Unit Lines ▪ Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation - Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Wake County, North Carolina Survey Area Data: Version 20, Jun 3, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 1, 1999—Dec 31, 2003 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. uson Natural Resources woo Conservation Service Web Soil Survey National Cooperative Soil Survey 7/6/2021 Page 2 of 6 Soil Map —Wake County, North Carolina Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AaA Altavista fine sandy loam, 0 to 4 percent slopes, rarely flooded 4,101.4 0.7% ApB Appling sandy loam, 2 to 6 percent slopes 1,093.4 0.2% ApC Appling sandy loam, 6 to 10 percent slopes 35.4 0.0% AuA Augusta fine sandy loam, 0 to 2 percent slopes, rarely flooded 956.1 0.2% BbA Bibb sandy loam, 0 to 2 percent slopes, frequently flooded 5,842.1 1.1 % CaB Carbonton-Brickhaven complex, 2 to 6 percent slopes 1,353.8 0.2% CaC Carbonton-Brickhaven complex, 6 to 10 percent slopes 1,133.1 0.2% CaD Carbonton-Brickhaven complex, 10 to 15 percent slopes 2,242.0 0.4% CcC Carbonton-Brickhaven-Urban land complex, 0 to 10 percent slopes 509.3 0.1 % CeB Cecil sandy loam, 2 to 6 percent slopes 16,025.8 2.9% CeC Cecil sandy loam, 6 to 10 percent slopes 13,626.8 2.5% CfC Cecil -Urban land complex, 2 to 10 percent slopes 36,348.0 6.6% ChA Chewacla and Wehadkee soils, 0 to 2 percent slopes, frequently flooded 42,918.1 7.8% CrB Creedmoor-Green Level complex, 2 to 6 percent slopes 15,548.6 2.8% CrC Creedmoor-Green Level complex, 6 to 10 percent slopes 10,417.6 1.9% CrD Creedmoor-Green Level complex, 10 to 15 percent slopes 21,698.4 4.0% CuC Creedmoor-Green Level -Urban land complex, 2 to 10 percent slopes 7,263.5 1.3% USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/6/2021 Page 3 of 6 Soil Map -Wake County, North Carolina Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DaA Dorian sandy loam, 0 to 4 percent slopes, rarely flooded 323.4 0.1 % DAM Dam 194.5 0.0% DoA Dothan loamy sand, 0 to 2 percent slopes 1,388.1 0.3% DoB Dothan loamy sand, 2 to 6 percent slopes 11,327.8 2.1 % DuB Dothan -Urban land complex, 0 to 6 percent slopes 3,327.2 0.6% EnB Enon fine sandy loam, 2 to 6 percent slopes 362.8 0.1% EnC Enon fine sandy loam, 6 to 10 percent slopes 507.3 0.1% EnD Enon fine sandy loam, 10 to 15 percent slopes 1,031.2 0.2% FrB Fuquay loamy sand, 0 to 6 percent slopes 10,674.6 1.9% FuB Fuquay-Urban land complex, 0 to 6 percent slopes 5,343.8 1.0% GeB Georgeville silt loam, 2to 6 percent slopes 1,174.2 0.2% GeC Georgeville silt loam, 6 to 10 percent slopes 694.6 0.1% GoA Goldsboro sandy loam, 0 to 2 percent slopes 333.6 0.1 % GrC Gritney sandy loam, 6 to 10 percent slopes 7,181.1 1.3% HeB Helena sandy loam, 2 to 6 percent slopes 12,097.6 2.2% HrB Herndon silt loam, 2 to 6 percent slopes 636.1 0.1 % HrC Herndon silt loam, 6 to 10 percent slopes 1,036.7 0.2% HrD Herndon silt loam, 10 to 15 percent slopes 435.7 0.1 % LyA Lynchburg sandy loam, 0 to 2 percent slopes 102.6 0.0% MaB Madison sandy loam, 2 to 6 percent slopes 164.9 0.0% MaC Madison sandy loam, 6 to 10 percent slopes 368.5 0.1 % MaD Madison sandy loam, 10 to 15 percent slopes 807.6 0.1 % MaE Madison sandy loam, 15 to 25 percent slopes 1,252.2 0.2% MdB Mayodan sandy loam, 2 to 6 percent slopes 301.4 0.1% USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/6/2021 Page 4 of 6 Soil Map —Wake County, North Carolina Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI MdC Mayodan sandy loam, 6 to 10 percent slopes 216.4 0.0% MrA Merry Oaks-Moncure complex, 0 to 2 percent slopes, occasionally flooded 321.6 0.1 % NaD Nanford silt loam, 10 to 15 percent slopes 2,602.4 0.5% NaE Nanford silt loam, 15 to 25 percent slopes 1,577.1 0.3% PaC Pacolet sandy loam, 6 to 10 percent slopes 1,930.6 0.4% PaD Pacolet sandy loam, 10 to 15 percent slopes 22,322.4 4.1% PaE Pacolet sandy loam, 15 to 25 percent slopes 19,304.4 3.5% PbD Pacolet-Urban land complex, 10 to 15 percent slopes 22,495.0 4.1 % PkD Pinoka gravelly fine sandy loam, 4 to 15 percent slopes 640.3 0.1 % PkF Pinoka gravelly fine sandy loam, 15 to 30 percent slopes 3,890.0 0.7% RaA Rains sandy loam, 0 to 2 percent slopes 4,709.8 0.9% RgB Rawlings -Rion complex, 2 to 6 percent slopes 14,844.8 2.7% RgC Rawlings -Rion complex, 6 to 10 percent slopes 27,420.5 5.0% RgD Rawlings -Rion complex, 10 to 15 percent slopes 21,243.3 3.9% RkA Riverview fine sandy loam, 0 to 2 percent slopes, occasionally flooded 1,685.8 0.3% RoA Roanoke loam, 0 to 2 percent slopes, occasionally flooded 313.4 0.1 % UdE Udorthents loamy, 0 to 25 percent slopes 4,536.8 0.8% Ur Urban land 62,350.4 11.4% VaB Vance sandy loam, 2 to 6 percent slopes 4,197.1 0.8% VaC Vance sandy loam, 6 to 10 percent slopes 860.5 0.2% W Water 17,887.2 3.3% WaB Wake-Rolesville complex, 2 to 6 percent slopes, very rocky 606.3 0.1 % WaC Wake-Rolesville complex, 6to 10 percent slopes, very rocky 1,781.1 0.3% USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/6/2021 Page 5 of 6 Soil Map —Wake County, North Carolina Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI WaD Wake-Rolesville complex, 10 to 15 percent slopes, very rocky 8,364.1 1.5% WaE Wake-Rolesville complex, 15 to 25 percent slopes, very rocky 4,029.2 0.7% WeB Wedowee sandy loam, 2 to 6 percent slopes 11,591.5 2.1% WeC Wedowee sandy loam, 6 to 10 percent slopes 5,013.6 0.9% WeD Wedowee sandy loam, 10 to 15 percent slopes 4,300.4 0.8% WeE Wedowee sandy loam, 15 to 25 percent slopes 1,529.7 0.3% WfB Wedowee -Saw complex, 2 to 6 percent slopes 14,274.2 2.6% WgB Wedowee -Urban land complex, 2 to 6 percent slopes 9,684.0 1.8% WgC Wedowee -Urban land complex, 6 to 15 percent slopes 6,365.0 1.2% WhB White Store-Polkton complex, 2 to 6 percent slopes 575.2 0.1 % WhC White Store-Polkton complex, 6 to 10 percent slopes 903.6 0.2% WhD White Store-Polkton complex, 10 to 15 percent slopes 497.2 0.1 % WkF Wilkes loam, 15 to 30 percent slopes 1,167.3 0.2% Totals for Area of Interest 548,213.2 100.0% USDA Natural Resources Web Soil Survey 7/6/2021 Conservation Service National Cooperative Soil Survey Page 6 of 6 kl EIP 14133 '20 5B " E iSO . 44 • EIP 0 `2J PIN NO. 17142O-9O-3715 ZONING = R-4 SETBACKS FRONT = 20' SIDE = 10' REAR = 30' EXIST. IMPERVIOUS = 2341 SQ.FT. PROP. IMPERVIOUS = 306 SO.FT. TOTAL IMPERVIOUS = 2646 5Q.FT. (4%) MAX. IMPERVIOUS = 23186 SO.FT. (38%) } .J A 8 44 EASE F 0 04,4/0, qkF i i 154.9i 31 010111 CAR fo0/ //./ NZ%.' -40-‘ %It I111Ili (SR-,‘‘‘‘..551- /If', 1, -77R SEAL ... _. - = La --,.c--- A.-. .... .__. °5.:N. __, -;,-71/0 A‘--1.i.- ,,„ ,..-.. ._.. ';.‹.... -)4, '/, 0 SUF 0‘‘‘ ik ecCr - ,.%% dr, olopl::) ir li Iii 1 I t 1} i. 14N\ \ 1:f/ CY P% $4\ \ ill -1%. Li A ,,\\\\ .00„/ ///lisimilwl\ .\-% -3345 = _. NOTES 1) THIS IS A SURVEY OF AN EXISTING PARCEL. 2) NO NCGS MONUMENT WITHIN 2000' _ 3) THIS LOT IS WITHIN A FLOOD PLAIN NO. 3720171400J, EFFECTIVE DATE . E- -06. 4) THIS MAP TS NOT FOR RECORDING. E) EIR=EXISTING IRON PIPE NIP=NEW IRON PIPE EIR=EXISTING IRON REBAR NTR=NEW IRON REBAR BARSCALE FOR REDUCTION 0 30 60 120 180 f t:C)It WAKE COUNTY, NORTH C AROL I lA I} HAR L D A, SMITH, PLS L-33451 CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 17013, PAGE 758 OR OTHER REFERENCE SOURCE -----); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED A DRAWN FROM INFORMATION IN BOOK 1999, PAGE 1788 OR OTHER REFERENCE SOURCE ; AND THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY TS 1: : AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING I NORTH CAROLINA (21 MAC 56.1600). TIT O 5 r I �iiAY,_ 0 1 7) PROFESSIONAL LAND SURVEYOR LOT 23 H&J HONHYCUTT SUED. AS RECORDED IN BOOK OF MAPS 1999 PAGE 17AR OF WAKE COUNTY REGISTER OF DEE3S. O D A SURVEY FOR T A KI r ell A Kikiralkl 1 kl EIP 14133 '20 5B " E iSO . 44 • EIP 0 `2J PIN NO. 17142O-9O-3715 ZONING = R-4 SETBACKS FRONT = 20' SIDE = 10' REAR = 30' EXIST. IMPERVIOUS = 2341 SQ.FT. PROP. IMPERVIOUS = 306 SO.FT. TOTAL IMPERVIOUS = 2646 5Q.FT. (4%) MAX. IMPERVIOUS = 23186 SO.FT. (38%) } .J A 8 44 EASE F 0 04,4/0, qkF i i 154.9i 31 010111 CAR fo0/ //./ NZ%.' -40-‘ %It I111Ili (SR-,‘‘‘‘..551- /If', 1, -77R SEAL ... _. - = La --,.c--- A.-. .... .__. °5.:N. __, -;,-71/0 A‘--1.i.- ,,„ ,..-.. ._.. ';.‹.... -)4, '/, 0 SUF 0‘‘‘ ik ecCr - ,.%% dr, olopl::) ir li Iii 1 I t 1} i. 14N\ \ 1:f/ CY P% $4\ \ ill -1%. Li A ,,\\\\ .00„/ ///lisimilwl\ .\-% -3345 = _. NOTES 1) THIS IS A SURVEY OF AN EXISTING PARCEL. 2) NO NCGS MONUMENT WITHIN 2000' _ 3) THIS LOT IS WITHIN A FLOOD PLAIN NO. 3720171400J, EFFECTIVE DATE . E- -06. 4) THIS MAP TS NOT FOR RECORDING. E) EIR=EXISTING IRON PIPE NIP=NEW IRON PIPE EIR=EXISTING IRON REBAR NTR=NEW IRON REBAR BARSCALE FOR REDUCTION 0 30 60 120 180 f t:C)It WAKE COUNTY, NORTH C AROL I lA I} HAR L D A, SMITH, PLS L-33451 CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 17013, PAGE 758 OR OTHER REFERENCE SOURCE -----); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED A DRAWN FROM INFORMATION IN BOOK 1999, PAGE 1788 OR OTHER REFERENCE SOURCE ; AND THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY TS 1: : AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING I NORTH CAROLINA (21 MAC 56.1600). TIT O 5 r I �iiAY,_ 0 1 7) PROFESSIONAL LAND SURVEYOR LOT 23 H&J HONHYCUTT SUED. AS RECORDED IN BOOK OF MAPS 1999 PAGE 17AR OF WAKE COUNTY REGISTER OF DEE3S. O D A SURVEY FOR T A KI r ell A Kikiralkl 1 r. ••.; ••I; • • L r • r; • 1 1 am•mrinia.mmommdahl,,, w,—.=1•••• ri 1M,I. Ira 411.11.1=Rfriar II 0 1• • 1 r • I t 5 Th bc2ii 1 I 1 1 1 i f L. 1 * 1 ?( 7