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HomeMy WebLinkAbout20210592 Ver 1_Riparian Buffer Authorization Request_20210318Buffer 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 Online Fo Update 10/23/2018 Original Submittal 3/18/2021 A. Owner/Applicant Information General Information Primary Contact Email: * jim@carolinalandsolutions.net Rease list the contact person's en -ail for questions or payrrent on this project if needed. Who is submitting the application?* r Owner r- Applicant other than Owner W Agent 1. Property Owner Information: la. Name on Recorded Deed:* McLean Lake Wylie Restaurant, LLC dba Drift on Lake Wylie 1b. Responsible Party: Elliott Close (for Corporations) 1c. Mailing Address:* Street Address PO Box 4200 Address Line 2 Qty State / Province / Region Rock Hill SC Postal / Zip Code Country 29732 United States 1d. Telephone:* 803-329-9999 le. Email Address:* close@comporium.net 3. Agent Information: 3a. Name: 3b. Company Affiliation: 3c. Mailing Address: Street Address Address Line 2 aty State / Province / Region Fbstal / Zip Code Country 3d. Telephone: 3e. Email Address: 3f. Attach a signed and dated copy of the agentaickthe upload button or drag and drop files hereto attach docurrent authorization form. RDFOnly B. Project Information and Prior Project History 1. Project Information h ............... la. Name of Project:* Drift on Lake Wylie (Subdivision, facility, or establishrrent narre) 1b. Is this a publicly -funded transportation project?* r Yes r No 1d. Subdivision Name: The Marina at McLean le. Nearest Belmont, NC Municipality: 1f. Property Size: 0.65 acres 1g. County (or Counties) where the project is located:* Gaston 1h. Property ID# Date of Purchase Parcel #304400 12/23/2020 Tax RN or Parcel id 1 i. Deed Information Type of Book Book# Page# Deed IF Map 092 11 089 1j. Attach a copy of the recorded map that indicates when the lot was last platted. Click the upload button or drag and drop files here to attach docurrent Marina MB 92 PG 89-90.pdf 5.83MB PDF only 1k. How would you like to provide the Latitude and Longitude information?* r Address Lookup f Manually Address Lookup Street Address 315 Lanyard Lane Address Line 2 aty Belmont Postal / Zip Code 28012 Latitude * 35.1572268 Longitude 11. Is the project located in any of North Carolina's twenty coastal counties? r Yes r No State / Province / legion NC Country us -81.0469528 2. Surface Waters ^ 2a. Name of the nearest body of water to proposed project:* Lake Wylie 2b. Water Quality Classification of nearest receiving water:* WS-IV;CA 2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:* 0 (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: The site work associated with construction of the restaurant building is underway. General land use adjacent to the proposed restaurant includes the marina expansion, supporting buildings, and buffer area amenities. 3b. Attach an 8 % 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 docunent 8.5 x 11 Site Excerpt from USGS QUAD MAP 2021- 2.25MB 03-18_073318.pdf FDF only 3c. Attach an 81/. 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 docunent 1989 Soil Survey of Gaston County.pdf 9.01 MB FDF only 4. Proposed Activity Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used: 12 foot wide wood stairs will be constructed to transition from the lower level boardwalk area to the elevated point of pedestrian access to the proposed Drift on Lake Wylie restaurant. Construction will be accomplished by skilled workers using common hand tools and light duty power tools. Attach a site plan as applicable to the project: alck the upload button or drag and drop files here to attach document REAL FINAL VER Exhibit A - Drift Restaurant 269.32KB Boardwak Connection 3-18-21.pdf FDF only 5. Jurisdictional Determinations 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?* r Yes t: No 6. Project History 6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?* r Yes C No 7. Future Project Plans_ .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 7a. Is this project a phased project?* r Yes F No C. Proposed Impacts Inventory Buffer Impacts Project is in which protected Basin?* r Neuse River Basin (15A NCAC 02B.0233) r Catawba River Basin (15A NCAC 02B.0243) r Randleman Lake Watershed (15A NCAC 02B.0250) f Tar -Pamlico River Basin (15A NCAC 02B.0259) r Jordan Lake Watershed (15A NCAC 02B.0267) r 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 12' Wood Stairs 1 Lake Wylie Permanent Allowable 0.00 130.00 Ivt3p label (e.g. Fbad (P) Square Square Crossing 1) Perm orTerrp Feet Feet Total Zone 1 Impacts: 0.00 Total Zone 2 Impacts: 130.00 Total Buffer Impacts: 130.00 Comments: Ground contact for the stairway within the buffer will be limited to foundation connections required for mid -span support columns and the end step landing area. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.* Pedestrian access through the buffer area was limited to a single connection with the connection occurring at a location designed to minimize the footprint necessary to transition from the boardwalk to the elevated restaurant site. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. * Wood stairs supported by wood stringers and intermediate wood columns were used in lieu of poured in place concrete to minimize the ground contact footprint within the buffer area. As a result, ground contact within the buffer will be limited to the foundation connections required for mid -span support columns and the end step landing area. E. Diffuse Flow Plan 1a. What type of SCM are you providing?* r Level Spreader r Vegetated Conveyance (lower SHWT) r Wetland Swale (higher SFNVT) rJ Proposed project will not create concentrated stormwater flow through the buffer r Other SCM that removed minimum of 30%nitrogen 1c. Diffuse Flow Documentation* Cickthe upload button ordrag and drop files here toattach docurrent STATEMENT REGARDING DIFFUSE FLOW FOR 442.08KB THE PROPOSED STAIRS.pdf FDF only F. Supplementary Information Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? C 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)? r Yes F No 2b. Is this an after -the -fact buffer authorization application? r Yes C No G. Additional Information Please upload any additional information you would like the Division to consider during application review. Additional Attachments: Click the upload button or drag and drop files here to attach docurrent FDF only Additional Comments: H. Sign and Submit By digitally signing below, I certify that: o 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:* James W Heller Signature W�6�(a Submission Date: March 18, 2021 (Auto populated field) A Initial Review Is this accepted into the review process?* Is this project a public transportation project?* ID#* Version:* Select Reviewer: Select Reviewing Office* Has payment been received?* O Yes O No O Yes r No 20210592 Alan Johnson:eads\adjohnson1 Mooresville Regional Office - (704) 663-1699 C No Payment Needed r Fee Received r Need Fee - send electronic notification VER2 EXHIBITS FOR BUFFER APP —Soil Map & USGS Map .dwg-311712021 15:27:08 1 : 2000 NOTES: I. #4 REBAR AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. ALL DISTANCES ARE HORIZONTAL MEASUREMENTS UNLESS OTHERWISE NOTED. 3. AREAS ARE CALCULATED BY COORDINATE METHOD. 4. NCGS MONUMENT 15 WITHIN 2000 FEET. 5. TAX PARCEL ID: 225122 4 PORTION OF 225121 G. DEED REF: DEED BOOK 46gO PAGE 2049, MAP BOOK 85 PAGE 31 7. ZONING: NC-C LAN BUFFER A RIPARIAN BUFFER AREA MEANS THE AREA THAT 15 A SETBACK OF FIFTY (50) FEET FROM THE FULL POND CONTOUR ELEVATION AROUND THE ENTIRE SHORELINE OF LAKE WYLIE, AS ESTABLISHED BY THE DIVISION OF WATER QUALITY OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY ("NCDEQ"), WHICH 15 THE GOVERNING AUTHORITY FOR EVERYTHING WITHIN THE RIPARIAN BUFFER AREA, AND WHICH MAY CHANGE THE RIPARIAN BUFFER AREA, FROM TIME TO TIME. THE RIPARIAN STATE OF NORTH CAROLINA G TON CO NTY j'hezr- EVIEW OFFICER OF GASTON I, UNIT , CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION 15 AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. I IIIIIII (IIIII III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII Recorded: 12/17/2020 atg09:54:53 AM Fee Amt: $26.00 Page 1 of 1 Gaston, NC Susan S. Lockridge Register of Deeds EK92 PG89 SETBACKS AND YARDS: FRONT BUILDING SETBACK: 0' BUFFER AREA 15 A SETBACK IN WHICH NO IMPROVEMENTS CAN BE BUILT AND CONSISTS OF levw- (2-7W /nZ i OZa REAR YARD: 20' TWO ZONES: A THIRTY (30) FOOT BUFFER WHICH IS MEASURED FROM THE FULL POND CONTOUR (THE "30-FOOT BUFFER") AND R / SIDE YARD: 0' AN ADDITIONAL TWENTY (20) FOOT BUFFER WHICH 15 MEASURED FROM 8. TOTAL SITE AREA THIS PLAT: 16.80 ACRES THE 30-FOOT BUFFER (THE "20-FOOT BUFFER") TOTAL LOTS THIS PLAT: 2 COMMERCIAL LOTS $ 3 PARCELS OF ADDITIONAL CERTIFICATE OF FLOODPLAIN ADMINISTRATOR APPROVAL COMMERCIAL PROPERTY / TOTAL COMMON AREA THIS PLAT: 1.60 AC. THIS PLAT HAS BEEN REVIEWED AND MEETS THE APPROVAL OF AREA IN RIGHT OF WAY THIS PLAT: 0.45 AC. q. THIS PROPERTY 15 SUBJECT TO EASEMENTS, RIGHTS -OF -WAY, RESTRICTIONS AND SETBACKS THAT A FULL TITLE SEARCH MAY REVEAL. 10. THIS PROPERTY LIES WITHIN THE CATAWBA RIVER WATERSHED. 11. A PORTION OF THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON FIRM PANEL 3710356100K EFFECTIVE DATE MARCH 2, 200q. 12. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY ARE SUBJECT TO THE RESTRICTIONS IMPOSED BY THE BELMONT FLOOD DAMAGE PREVENTION ORDINANCE. 13. 10'X70' SIGHT TRIANGLES LOCATED ON R/W AT STREET INTERSECTIONS WHERE SHOWN. 14. THE PROPERTY DEPICTED ON THIS PLAT AS COMMERCIAL LOT A, COMMERCIAL LOT B, COMMON AREA, AND LANYARD LANE IS SUBJECT TO TWAT CERTAIN COMMERCIAL DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR THE MARINA AT MCLEAN RECORDED IN BOOK PAGE OF THE GASTON COUNTY REGISTRY (THE "COMMERCIAL DECLARATION") AND 15 SUBJECT TO THE MCLEAN MARINA ASSOCIATION, INC. WHICH 15 THE PROPERTY OWNERS A AND PARCEL E IS ADDITIONAL COMMERCIAL PROPERTY WHICH THE DECLARANT, NWSSOCIATION. THE PROPERTY DEPICTED ON THIS PLAT AS PARCEL C, PARCEL D, LAKE WYLIE LLC, HAS RESERVED THE RIGHT, BUT NOT THE OBLIGATION, TO ADD TO THE COMMERCIAL DECLARATION. CERTIFICATE OF APPROVAL FOR RECORDING v I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH THE REGULATING ORDINANCE FOR BELMONT, NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED BY THE CITY OF BELMONT FOR RECORDING IN THE O I LINE I BEARING DISTANCE LINE BEARING DISTANCE LI 5 60.55'03 E 7.25 L30 N 50.42'24' E 10.12' L2 5 53.44'24' E 4.7q' 1-31 5 45°00115' E 25.02' L3 5 53'44'24' E 43.21' L32 5 80°38'15' E 45.23' L4 S 45'56 10 E 16.73 L33 N Oq•21'45' E 45.50' L5 S 26'47'IV E 9.65' L34 S 33'41'10 W 5.10' Lb S 20°22'Iq W 39.62' L35 S 44'5q'46 W I6.00' L7 5 44°28'56 E 56 5.10 L8 S 7q°I3'3cI E 24.04 L37 5 44°5q'46' W 2.83 L9 N 35.10'32 E 56.30' 1-38 N 88°0129' W q.b3' LIO N 35.14'38' E 51.51 L3q 5 7q 5000 W 4.gq LII N 45'44'04 E 56.85' L40 N 45•00'15' W 7.33 L12 N 52'42 43' E 42.3g' L41 5 47°30'2q' W 1.83 L13 S 61°21 I6' E 52.24' L42 5 42°29'31 E 18.50' LI4 N 81'5cIr5-0T E 23.68' L43 N 47°30'24' E 22.00' L15 5 78'13 51' E 17.78 L44 N 42'2GW W CIAGI LIb N 71°I021' E 33.47' L45 N 47°30'2cl E 2q.77' L17 N 87'3q 26' E 44.10' L46 N 00.50 513 W 32.38 LIB S 76'12'25' E 51.94' L47 N 47'30'2q' E 38.68' Llq S 76°4q'5q' E 17.89' L48 S 36'40'13 E 22.83' L20 N 88*02'5qo E 47.73' L4q S 45°00'14' E 13.00 L21 N 83°2118' E 56.03' L50 N 44.5q'46' E Iq.00 L22 S 53°46'44 E 13.88' L51 S 62.52'23' E 30.00 L23 5 32°I5'03 W 18.09' L52 S 63°43'13' E 30.00 L24 5 80°38'15 E 14.00' L53 S 35°32'03' E L25 N Oq•21'45 E 37.00 L54 N 54'48'52' E 21AB-1 L26 5 80'38'15' E 33,88 L55 N 43'Ib'24' W 22.08 L27 5 45'00'14 E 35.gb L56 N 55'1108 W 16.07 L28 5 80.3815' E 45.23' L57 N 46°30'25 W 64.22 L2q N 00°05'04' E 0.15 GASTON COUNTyQh7 LY FLOODPLAIN ADMINISTRATOR. / SIGNED THE � / DAY OFDQlfL ,20 -a& Ik sN PARCEL E (ADDITIONAL vti�'Q 4 COMMERCIAL 3� / PROPERTY) �/ 2.0178 Acres / / / ' // c/ 20' IG T DRAINAGE 12q, 716 SF 0'X7 S r C6/ TRIA -LES S EASEMENT E LA RD LANE 6 3S`/g" Ti ;O D �F3 X. �0' /QJ� PUBLIC tW VARIES �' F /6 34'� Q0 �� cs o.4a4 Acres - s 7B�, J% 21,064 SF 98,6'' E �� g: z W �TILl7-Y 20' REAR SETBACK C4 o �SEI`IE PARCEL G 30 C3 N 122.79t ro 2 p S S 78.00 E N G / (ADDITIONAL N G\'U 7g'�'251 LO c 24.3q, �. COMMERCIAL ` N PROPERTY) Z f9 i / 0.5010 Acres h'L N 78• SETBACK LINES, PRESERVE AND PROTECT SIGNIFICANT TREES OVER IS / �P�/ / / y 25,686 SF \��dP \��APIO 5 U_�25" W 213931 1 INCHES DIAMETER IN THE TREE AND ROOT PROTECTION AREA, PLANT // U/ / 9 v`70 P o ° TILL 3 9 ' SUPPLEMENTARY TREES IF REQUIRED AND DEDICATE ALL STREETS / 4 / / / C21 `C i 315-C � P I M� I T EASE ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC 20' OR PRIVATE USES AS NOTED. FURTHERMORE, I HEREBY DEDICATE ALL / �/4 / �$ 315-D ry DRAINAGE SANITARY SEWER, STORM SEWER, AND WATERLINES THAT ARE LOCATED / Q /�a 9% U EASEMENT PARCEL D IN PUBLIC UTILITY EASEMENTS OR RIGHTS OF WAY TO THE CITY OF / 4Q Lv 0 /QJ� F N 4 D� b (ADDITIONAL BELMONT. 0 0 / 315-A „/G � COMMERCIAL 20' REAR SETBACK PROPERTY) /Z • �:e •3 0 - - / �� / 315-8 1.695 Acres DATE ��BERjNW LAKE WYL�LAKE WYL� / / ¢J/ / / /�� 315-E i / 73,837 SF C // 315-F 2 3.a / C// N S 38'15" E 147.00' / I, WESLEY R. HUNEYGUTT, CERTIFY THAT THIS PLAT WAS 3° W 2 % ^0 L28 J DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEYED PERFORMED UNDER MY SUPERVISION (SEE NOTE / / \� ¢OP o // / P0�' e 75°06 5 b/ ro \bP L2q 6 Fi V� G #6 FOR DEED DESCRIPTION); THAT THE RATIO OF PRECISION Q / F E O / O 4� CALCULATION PRIOR TO ADJUSTMENT 15 I: 25,000 THAT / N� �0 �� / % COMMON o �° m n THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 J / I' vUQ� v �° 3 0 -I c) AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, 'rH �G�tiJ�� DEiii<Sy O \ / AREA �L32 �N OREGI�RA�/T11^ON _NUMBER 20 35 AND SEAL THISDAY / // �O e �� / C�/ �F8 / 1.60 Acres p P m a O $EK a �J� ^ ?J PfFo h 69, 840 SF / o THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN AN / / w�/' o-®/ �<S p\qD`15 L26 AREA OF A COUNTY OR MUNICIPALITY THAT HAS`6"Ijf,/ / F9 S <y 20'ca��'D h P ORDINANCE THAT REGULATES FARCE OF LA% CARS///�/Pw� SPA oL3gC/q DRAINAGE o L�8 /& :z PLAI MI ISi1�A OR - ��� e60' / CERTIFICATE OF APPROVAL OF THE DESIGN AND INSTALLATION OF STREETS, / CO UTILITIES AND OTHER REQUIRED IMPROVEMENT 1 HEREBY CERTIFY THAT ALL STREETS, UTILITIES, AND OTHER REQUIRED �� 9 IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO CITY SPECIFICATIONS AND STANDARDS OR THAT GUARANTEES OF / \ 20' PRIVATE THE INSTALLATION OF THE REQUIRED IMPROVEMENTS IN AN AMOUNT AND / / /� UTILITY EASEMENT o / MANNER SATISFACTORY TO THE CITY OF BELMONT HAS BEEN RECEIVED. i`- 10' WATERMAIN (Z.-66 j'DATE CITY ENGINEER, CITY OF BF090Wr-, 1�01RTH CAROLINA / / �A ��,` UTILITY EASEMENT Z / X0O 0 FF CE OF THE REGISTER OF DEEDS OF GASTON COUNTY. I FURTHER CERTIFY THAT THE CITY COUNCIL ONLY ACCEPTS THE DEDICATION OF THE PUBLIC PARKS SHOWN THEREON, IF SUCH PARKS ARE LOCATED WITHIN THE CORPORATE LIMITS OF BELMONT, BUT ASSUMES NO REF ONSIBILITY TO OPEN OR MAINTAIN THE SAME UNTIL, IN THE OPINION OF THE CITY NCIL, IT HE PUBLILC INTEREST TO DO 50. Ile f R�L I J CERTIFICATE OF APPROVAL FOR RECORDING I CERTIFY THAT THIS PLAT IS T WI HI A DESIGNATED PUBLIC WATER SUPPLYA lL Z[*e- 4 20 D wit UAJ E CI ^BECi�aRi CERTIFICATE OF OWNERSHIP AND DFDI ATION I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREIN, WHICH 15 LOCATED IN THE SUBDIVISION JURISDICTION OF THE CITY OF BELMONT AND THAT I HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT, ESTABLISH MINIMUM BUILDING CURVE RADIUS ARC I CHORD BEARING Cl 208.01' 74.25' 73.86 N 54°2140 W C2 30.03, 51.7q' 45.61' N 05'20 23' E C3 2g4.00' 14.76' I4.75' N 79'2815 W . 5q.b2'C4 S '721247E C5 2g4.00' g8.74' 98.27' S 56'46'Iq E C6 30.00' 41.34 38.14 N 86'37 7-3-orW C7 165TO2' 5q.07' 5q.06' S 52°50'40' W G8 1602.02' 231.g4 231.74' 5 47'38'26 W Cq 1602.02 25q.47 25q.18' S 38'51 II W CIO 1602.02 54.87 5-4 87 S 33'13 55 W CII 167.00 103.86' 102.20' S 62'4q'15' E Cl2 5.00' 3.q2' 3.82' N 22°32'25 E CI3 6.50' 12.25' II.g7' N 64'36'28' E C14 212.50' 132.16' 130.04' S 62.4q l5' E C15 00.00' 8.2(Y 7.97' S 68°29'08' W CIb 20.00 12.01' II.83° S 74.46'23 W C17 66.50 2.34 2.34' 5 58°34'46' W CIS 66.50' 81.55 76.78' N 85°Oq'07' W CI9 20.00' 17.55' Ib.gq N 75°01'42 W C20 12.00 II.60 II.I5 72'2 N 8'37' W C21 5.50 8.b4' 7.78' N Bq•5q 46' E G22 570.00' 287.39 284.35 N 40°22'14 E C23 630.00' 317.64' 314.26 N 40°22114 E G24 550.00' 104.g6' 104.80 5 2q•23'15 W 83.0' 182. 5'4425 13 W65 C251 2 7.03N 23°I'45500 Z 'Y m ;n N/F NW LAKE WYLIE LLC PARCEL ID: 225121 DB 46g0 PG 204q I L V L- 35 ;\`r�PO60-SSIO- �,�� // ry^P G0 �315-M C2p EASEMENT D16 o-DE2 315-G COMMOTRACIAL F 315-N A CI8 O O,oE 315-H 4.55 Acres ti� F%, G;OE oo Igq,460 SF 4r L 4435aC ` 8 Q� �COMMERCIAL Q D e oiT 315-I F O / F '�iYOSUR`��y4J� / ry ry DRAINAGE n O 315-J .. ............. 0 o.i LOTB n n 0.65 Acres U EASEMENT - -�b of O ?o. 0 4jry 1�� ///IIIIFIINt\\ NCGS MONUMENT WYLIE ////� 28,275 SF tiP (BMP) �' p NC GRID COORD.<y N:516645.54 FT. (NAD 83-2011 20' REAR 315-K ti E:13B497Lgq FT. (NAD 83-2011)--- / SETBACK A v c-De4 ELEVATION: 586.61'(NAVD88) / 7� <y ........... . ............. ............ COMB. GRID FACTOR: O.g9985088 100 YEAR FEMA � NOTA�Yw PUBLIC /�►/JUO�oY/�1�� COUNTY, NORTH CAROLINA I, I llAo"a, yJCQ MD A NOTARY PUBLIC FOR SAID COUNTY AND STATE, DO HEREBY CERTIFY THAT WESLEY R. HUNEYCUTT / PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGE THE DUE EXECUTION OF THE FORE ONG INSTRUME WITNESS MY HAND AN / OFFICIAL SEAL, THIS THE, DAY OF (�q(.n 20Q NOTARY PUBLIC MY COMMISSION EXPIRES: q i Co &ssion � Oj': `W4:rOSAgy N� \ V'/ v .. ----- TIE: N85°21'18"bl F�\ FLOODLINE ^_ 8g9.16' . '. WNE Ae'�F N/F DUKE ENERGY CORPORATION PARCEL ID: 194464 LAKE WYLIE DB 278 PG 605 DR 41IJ 04F Fd SFM FNT I INF T LINE BEARING DISTANCE DEI N3q°21'13"E 228.57' DE2 N5q°25120"E 10.13' DE3 546°48'44"E 10.71' DE4 S46°15'3q"E 7.74' DE5 N47°16'53"E 40.g1' DEG S46°16'1 ' 31.45' DE7 N44°5q1467E 20.00' DE8 N4G°16'10"W 50.6g' DEq S47°I6153'W 41,01' DE10 N46°48'44"W q.62' DELI 587°I6122"W 10.74' DE12 S5q°25'20'W 20.G5' DE13 539°21'3"W 234.50' DE14 NI I°OG'36"W 37 64' DE15 N78°53'24"E 20.00' DEIG S11°06'36"E 3714' DE17 S45°0014"E 23.69' DRAINAGE EASEMENT LINE TABLE LINE BEARING DISTANCE DE18 S40°17'14"W 18.37' DE-1 540°17'14"W 15.60' DE20 533`45'53"W 4.42' DE21 533°45'53"W 17 32' DE22 N4G°04'5q"W 26.20' DE23 N51°0201W 21.24' DE24 N40°34'25'E 16.48' D E25 S50°31'll"E 118.10' DE26 NB73q'2611E 2q.g9' DE27 N50°31'li"W 140,67' DE28 SO4°23'22"E 7131' S85°36'38"W 20.00' ' DE N04°23'22'W 77.Iq' N38" 7°1GE Iq.65DE31 DE32 2°41'44" W 20.00' 33DD S 37°18'1G" W 2q.11' WETLANDS AREA '(/ONCRETE MONUMENT N:516,572.72' E:I, 385, 868.20' N/F NW LAKE WYLIE LLC PARCEL ID: 225121 DB 46go PG 204q DRAINAGE EASEMENT CURVE TABLE CURVE ARC RADIUS BEARING CHORD C-DEI q.17' 27.46' N 72°Q8'22" E q.13' C-DE2 6.12' 4.84' S 81°1256" E 5.72' C-DE3 6.7G' 4.54' S 02°21130" E G.IS' C-DE4 20,17' 11.54 S 83°50127" W 17.70' C-DES 4.06' 254' N 05°13'48" W 3,64' C-DEG 3.38' 4.54' N 60°35'iq" E 3.31' C-DE7 2q.27' 88.04' N 71°04'4q" E 2q.13' 60 0 30 60 120 240 SCALE: I"=60' CONCRETE MONUMENT N:516, 66q.g4' E:I, 385, g93.81' NORTH CAROLINA - GASTON COUNTY I, SUSAN S. LOCKRIDGE, Register of Deeds, in and for the aforesaid county and state hereby certify this to be a true copy of doc ent which is recorded in Book qZ Page WITNESS my hand d seal of office this 17 M day of j e eM!*tf , 20 LO SUSAN S. LOCK�RJIIDGG�E� REGISTER OF DEEDS iIIIIIIIIIIIIIIIIIIIIIIIIIIIIVDeputy PUE CURVE TABLE CURVE I RADIUS ARC CHORD BEARING C-PUE 2 115.00' 46.77' Z.45' S 3 r34 42' W C-PUE 3 655.00' 330.24' 326.75 5 40°22'14' W C-PUE 4 1571.02' 271.02 270.6q' S 4 58583g' W C-PUE 5 15g7.02' 266.46' 2( .6. N 49'0715' E C-PUE 6 635.00, 320.16' 316.78 N 40°2214' E C-PUE 7 118.63 28.56' 28.4q 5 421423' W C-PUE 8 Ig0.78 62.87' 62.58 5 44°45'14' W PUE LINE TABLE LINE BEARING DISTANCE PUE I N 33'07'40' E 42.45 PUE 2 5 5q•47'35' E bg2.16' PUE 3 5 41'30'14' E 7q.62 PUE 4 S 84°58'32' W 16,47' PUE 5 N 37°2g'01' W 67.54' PUE 6 N 5cl47'35' W 671.44' PUE 7 5 76°40'02' W 13.40' PUE 8 S 33'07'40' W Iq.g3' PUE 9 5 25'55'36' W 742.3q' PUE 10 --Si54°48'52' W 112q.53' PUE ll S 54.48'52 W 461.40' PUE 12 S 41'34 2q W 24.46' PUE 13 S 54°0q'10' W 242.54' PUE 14 N 45.35 03 W 12.16 PUE 15 N 00.33'58 W 11.14 PUE Ib N 53'54'03 E 245.26' PUE 17 N 41'34'29 E Iq.63 PUE 18 N 54°48'52' E 463.70' PUE Iq N 54°48'52' E 112q.55 11 PUE 20 N 25°55'36' E 732.60' LEGEND PROPERTY LINE R/W - ADJOINER - - SETBACK -------- TIE LINE -- 50' RIPARIAN BUFFER FEMA FLOOD LINE WATER MAIN EASEMENT PUE - PRIVATE UTILITY E5MT DE - - DRAINAGE EASEMENT STE - SIGHT TRIANGLE EASEMENT R/W DEDICATION WETLANDS AREA FEMA FLOOD::" ZONE AE - #4 REBAR CONCRETE MONUMENT O POINT NOT MONUMENTED 0 ADDRESS XXX-X \LAKKI I Y ICINIT�' t� NTS n IQ9; B 'V X la Z UzU t� L L o w- O to n Q Q a Hai �E d5 C`J mti,4 m UN 0 mIr- AIM Doc ID: 020392200001 TVPe: CRP Recorded: 12/17/2020 at 09:55: 14 AM Gaston, NC Fee Ant: $26.00 'age 1 of 1 Susan S. Lockridge Register of Deeds BK92 PG90 N/F NW LAKE WYLIE LLC PARCEL ID: 225121 DB 4690 PG 204q -TOSCTWlr21T -- -- -- -- -- -- -- -- -- -- -- -- NC HWY 27q SOUTH NEW HOPE ROAD 112cl 55' N 54.45'52" E to - PUE--IcI _ PILE 10 10, wAI ERI-AIN 20PRIVATE J-ILITY EASEMENT UTILITY EASEMENT z uw+, w A 9 NW LAKE WYLIE LLC 60 0 30 60 120 240 E PARCEL ID: 225121 DB 4690 PG 204q LO SCALE: 1"=60' w \ 0il \� Z-@ Os� v 50 t00 A A0 / 0P0 POE / 0 C_pUE �eC- pU E l OF > N/F / GAP \ \ NW LAKE WYLIE LLC / PARCEL ID: 225121 DB 4690 PG 201 / - �\/`\�o / \ \ N/F 20' PRIVATE NW LAKE WYLIE LLC 1 10' PRIVATE PARCEL IDS 2 25121 UTILITY EASEMENT x b\�ATEFI 1 UTILITY EASEMENT \ DB 4690 PG 204q 049 / 00010 / P iu rr r ,EMr_N r A .01 '-000�� 000 a / \ \ \ O T N/F � / NW LAKE WYLIE LLC O PARCEL ID: 225121 \ ti / DB 4690 PG 2049 /:= / � \ \� / o m9 \ / S \ LEGEND PROPERTY LINE R/W - - ADJOINER SETBACK - - TIE LINE 50' RIPARIAN BUFFER FEMA FLOOD LINE WATER MAIN EASEMENT PUE PRIVATE UTILITY ESMT DE - - DRAINAGE EASEMENT STE -- - 51GHT TRIANGLE EASEMENT R/W DEDICATION WETLANDS AREA FEMA FLOODr:::::::::::::::, ZONE AE #4 REBAR • CONCRETE MONUMENT O POINT NOT MONUMENTED 0 ADDRESS XXX-X 60 0 30 60 120 240 SCALE: I"=60' PUE CURVE TABLE CURVE RADIUS ARC CHORD BEARING C-PUE 2 115.00' 46.77' 46.45' 5 37.34'42" W C-PUE 3 655.00' 330.24' 326.75' S 40`22714' W C-PUE 4 1577.02' 271.02' 270.6g' S 48058'3q' W C-PUE 5 15g7.02' 266.4G' 266.15' N 4q`07'15" E C-PUE 6 635.00' 320.16' 316.75' N 40.22'14" E C-PUE 7 118.63' 28.56' 28.49' S 42°14'23" W IC-PUE 51 IgO.78' 62.87' 62.58' S 44°45'14" W PUE LINE TABLE LINE BEARING DISTANCE PUE I N 33°07'40' E 42.45' PUE 2 S 5q'47'35' E bg2.16' PUE 3 S 41'30'14' E 7q.62' PUE 4 S 84.56'32" W 15.47' PUE 5 N 37.29'01" W 67.54' PUE 6 N 59-47'35" W 671.44' PUE 7 S 76.40'O2' W 13.40' PUE 8 S 33.07'40" W IcI.cI3' PUE g S 25.55'36" W 742.3q' PUE 10 S 54"48'52" W 112q.53' PUE II S 54'48'52" W 461.40' PUE 12 S 41.34'2q" W 24.46' PUE 13 5 54°0q'10' W 242.54' PUE 141 N 45°35'03" W 12.16' PUE 15 N 00.33'58' W 11.14' PUE 16 N 53.54'03" E 245.26' PUE 17 N 41.34'2q' E Ig.63' PUE 18 N 54'48'52" E 463.70' PUE Iq N 54'48'52" E 112q.55' PUE 20 N 25"55'36" E 732.60' c rn / Im�m On �w 'So? e( F A ����Q i ioo 4 p� / A QB R) I / / / NORTH CAROLINA - GASTON COUNTY I, SUSAN S. LOCKRIDGE, Register eds, in and NORTH CAROLINA - GASTON COUNTY for the aforesaid county and s eby certify this I, SUSAN S. LOCKRIDGE, Register of Deeds, in and to be a true copy of docu ich is recorded in for the aforesaid county and state hereby certify this to Book Page WITNESS my hand be a e copy of document which is recorded in and seal of office t ' day of Book page��__ WITNESS my hand and seal of office this 17-1h day of nF�� - SUS LOCKRIDGE-REGISTER OF DEEDS ,20�C'_, ,J; L%r IDGE- REGISTER OF DEEDS 8 Assistant/Deputy By: (( �� Deputy STATE OF NORTH CAROLINA GASTON COUNTY I�C1LE� L',00dm L_ REVIEW OFFICER OF GASTON COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THI5 CERTIFICATION IS AFFIXED MEETS ALL STATUTORY RE QUIREMENTS FOR RECORDING. (: o,O OI l2 ►Z anaa REVItVA 01= D CERTIFICATE OF FLOODPLAIN ADMINISTRATOR APPROVAL: THIS PLAT HAS BEEN REVIEWED AND MEETS THE APPROVAL OF THE GASTON CQU1-1T DAY OF DPd )-e AD / NWATOR. 20 oZtl SIGNED THE I �1 �)�2�'l CERTIFICATE OF APPROVAL OF THE DESIGN AND INSTALLATION OF STREETS, UTILITIES, AND OTHER REQUIRED IMPROVEMENTS I HEREBY CERTIFY THAT ALL STREETS, UTILITIES, AND OTHER REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO CITY SPECIFICATIONS AND STANDARDS OR THAT GUARANTEES OF THE INSTALLATION OF THE REQUIRED IMPROVEMENTS IN AN AMOUNT AND MANNER SATISFACTORY TO THE CITY OF BELMONT HAS BEEN RECEIVED. DATE C11 T I I-1 YBELM NT, NORTH CAROLINA I, WESLEY R. HUNEYCUTT, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEYED PERFORMED UNDER MY SUPERVISION (SEE NOTE #6 FOR DEED DESCRIPTION); THAT THE RATIO OF PRECISION CALCULATION PRIOR TO ADJUSTMENT 15 I: 25,000 THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, 701 REGISTRATION NUMBER L-4435 AND SEAL THIS /3 DAY OF OCe EMBER 2020 THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN AN 0111111/// AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN `��` tM CAROB //�� ORDINANCE THAT REGULATES PA OF LAND.=rpQO�Egg16,.4���� NOT RY PUBLIC n/�.� COUNTY, NORTH CAROLINA I, I C.t!F.IMRAa.. A NOTARY PUBLIC FOR SAID COUNTY AND STATE, 50 HtREBY CERTIFY THAT WESLEY R. HUNEYCUTT PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGE THE DUE EXECUTION OF THE FO OING INSTUME WITNE �S MY HAND AN�6OFFICIALSEAL,THIS THE -DAY OF20 NOTARY PUBLIC MY COMMISSION EXPIRES:-1- A-;y .�`pNCE)", `5,sslon.OJ y to OZAR), . I � •� AUB�\G �. 09 5 LAKE VICINIT '�r MA Ts u �A �mZ 3 /y O . go X CD U z zzU LH L a) z zoo i-3 uUo � z O m z m B er 4 z � oQ¢� Z J, 0- LL O N i- W W CV MI REV3 FINAL VER w line wt & overlay changes USE THIS AS CLS BAS FILEx7825-13-LAYOUT.dwg_3/18/2021 07:52:50 1 : 1 PO Box 49116  Charlotte, NC 28277 (704) 724-2235  FAX 544-3988 jim@carolinalandsolutions.net  www.carolinalandsolutions.net STATEMENT REGARDING DIFFUSE FLOW FOR THE PROPOSED STAIRS The constructed stairs would produce level spreader flow conditions during rainfall events….essentially spreading the runoff over the 12’ length of the stairs thereby eliminating the concentration of runoff into the buffer area. As a result, the need for additional management of the surface runoff through a formal “Diffuse Flow Plan” would not be necessary.