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HomeMy WebLinkAbout20191640 Ver 1_Minor Variance_20191127Water Resources oNm 15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Protection and Maintenance of Riparian Areas Rules - Variance Application E-FORM VAR 10-2018 Submittal Application dated 11/27/2019 A. General Project Information For instructions on how to fill out this form, see the Major and Minor Variance Help Document posted on DWR's 401 & Buffer Permitting page. Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. 1a. Is this a transportation r Yes project?* r No B. Please Identify Which Riparian Area Protection Rule Applies: 1. Type of Variance: f Major Variance r Minor Variance Link to the 401 and Buffer Permitting Statues and Rules: https://deq.nc.gov/about/divisions/water-resources/water-resources-rules/401- certification-express-review -statutes-rules-guides r Neuse River Basin (15A NCAC 02B.0233) r Catawba River Basin (15A NCAC 02B.0243) f Randleman Lake Watershed (15A NCAC 026.0250) f Tar -Pamlico River Basin (15A NCAC 0213.0259) f Jordan Lake Watershed (15A NCAC 02B.0267) C. Applicant/Owner Information Who is submitting the application:* Primary Contact: Primary Contact Email F- Owner F Applicant other than Owner W Agent Check all that apply. McKenzie Olmsted This is for who should be notified if a payrrent is required. mckenzie@loydbuilders.com 1. Property Owner: 1a. Name:* Al Childers and Marybeth Childers 1 b. Title: Owner 1c. Mailing Address:* Street Address 106 East Laurenbrook Court Address Line 2 City State / Province / Region Cary NC Fbstal / Zip Code Country 27518-6844 US 1d. Telephone:* 919-552-9301 le. Email Address:* achilders@nc.rr.com 3. Agent Information: 3a. Name:* McKenzie Olmsted 3b. Company Affiliation:* Tripp Loyd Builders LLC 3c. Mailing Address:* Street Address 2501 Reliance Ave Address Line 2 City State / Province / Fbgion Apex North Carolina Fbstal / Zip Code Country 27539 United States 3d. Telephone:* 9193871455 3e. Email Address:* mckenzie@loydbuilders.com 3f. Attach an agent authorization form.* Click the upload button or drag and drop files here to attach docurrent CC E_20191126_234710_0001.pdf 42.9KB PDF Only D. Project Information 1. Project Name:* 2. County(ies)* Wake 3. Property Location: ........................... 3a. Pro pe rty Ad d re ss: * 58 Macgregor Downs (Subdivision, facility, or establishrrent narre) n Street Address 212 Edinburgh Drive Address Line 2 Oty Cary Fbstal / Zip Code 27511-6408 3b. Latitude: 35.7443453 State / Rovince / Fbgion NC Country US 3c. Longitude: -78.79873199999997 3d. 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 document FDF Only * USGS Topo look up 3e. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site. aick the upload button or drag and drop files here to attach docummnt FDF only Link to Soil Surveys for North Carolina Counties. (Please see instructions in the Help Document to determine the most recent published version.) 4. Property Information: 4a. Parcel Identification Number (PIN) 0752957961 4b. Date Property Purchased: 01/31/2018 rmldd/yyyy 4c. Type Book# Page# of Book IF Deed1 017035 00260 000 4d. 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 FDF Only 4e. Is your project in one of the 20 Coastal Counties covered under the Coastal Area Management Act (CAMA)?* r Yes r No 4f. Is the project located within a NC DCM Area of Environmental Concern (AEC)?* r Yes r No r Unknown A 4i. Directions to site from nearest major intersection:* From intersection of US1 and US64 take US64 W. Take 1st right onto Edinburgh Drive. Site is on left 5. Stream associated with riparian buffer to be impacted by the proposed activity: Name Water Quality Classification Swift Creek 7. List any permits/approvals that have been requested or obtained for this project in the past. Date Applied Date Received Permit Type E. Proposed Activity 1. Provide a detailed description of the proposed activity including its purpose:* Construction of a new residential home. Solid surface deck on the rear of the home cantilevers over Zone 2 of the NRB. Area of deck cantilevering over the buffer is an approximate area of 18 sgft and is approx. 22' above the undisturbed natural grade of the buffer. 2. Attach a site plan as applicable to the project: Click the upload button or drag and drop files here to attach docurmnt LOT58MD (15).pdf 135.71KB PDF only ** Below is a link with instructions on what you will need to show on your site plan. http://edocs.deq.nc.gov/WaterResources/O/doc/402224/Pagel.aspx F. Proposed Impacts and Mitigation Information 1. Individually list the square footage of each proposed impact to the protected riparian buffers: 1 a. Site# - Reason 1 b. Buffer 1 c. Stream Name 1 d Mitigation 1 f. Zone 1 1 g. Zone 2 11 Impact* Required? Deck cantilever Permanent Swift Creek No 0.00 18.00 Nbp label (e.g. Finad Crossing 1) (P) Square Feet Square Feet Jone Temporary None No 0.00 0.00 lvbp label (e.g. Finad Crossing 1) (T) Square Feet Square Feet 1 In. Total Zone 1 Impacts: 0.00 1 i. Total Zone 2 Impacts: 18.00 1j. Total Buffer Impacts: 18.00 1k. Comments: Calculated Mitigation r 11. Zone 1 Total Impact Multiplier Required Mitigation 0.00 3 0.00 Square Feet Square Feet 1 m. Zone 2 Total Impact Multiplier Required Mitigation . Ju 1.50 0.00 Square Feet Square Feet 2. Mitigation Information 2a. What is the mitigation plan proposed for this project?* I— Payment to private mitigation bank I— Payment to Division of Mitigation (DMS) 17 Permittee responsible mitigation 2b. Provide a description of your mitigation plan. N/A - there will be no impact on the buffer 2c. Attach a detailed planting plan to include plant type, date of plantings, the date of the one-time fertilization in the protected riparian buffers, and a plan sheet showing the proposed location of the plantings.* Click the upload button or drag and drop files here to attach document Lot 58 MacGregor-DRAFT-6 (11.04.19) (8).pdf 599.72KB FDF only 2f. Comments: G. Stormwater 1. Provide a description of how diffuse flow will be maintained through the protected riparian buffers (e.g., re- planting vegetation or enhancement of existing vegetation, gutter splash pads, level spreader to control of runoff from impervious surfaces, etc.). No impact on buffer 2. Show the location of diffuse flow measure(s) on your site plan. dick the upload button or drag and drop files here to attach docurrent FDF only 3. Attach a completed Level Spreader Supplement Form or BMP Supplement Form with all required items for each proposed measure. Click the upload button or drag and drop files here to attach docurrent FDF only 4. Attach an Operation and Maintenance (O&M) Form for each proposed level spreader or BMP. Click the upload button or drag and drop files here to attach document FDF Only H. Demonstration of Need for a Variance The variance provision of the riparian buffer rules allows the Division or the Environmental Ivhnagerrent Comrission to grant a variance when there are practical difficulties or unnecessary hardships that prevent cor pliance with the strict letter of riparian buffer protection. ...................................... 1. Explain how complying with the provisions of the applicable rule would prevent you from securing a reasonable return from or make reasonable use of your property. Merely proving that the variance would permit a greater profit from the property shall not be considered adequate justification for a variance. The Division will consider whether the variance is the minimum possible deviation from the terms of the applicable Buffer Rule that shall make reasonable use of the property possible.* The cantilever of this deck should have no impact on the buffer. It is 24' above the natural undisturbed grade in that area and will not impact the sunlight or precipitation needed for the vegetation in the buffer under this cantilever. All efforts have been made to design a home that fits with the tight setbacks without disturbing the buffer. This deck will be solid surface tile or stone instead of the wood deck that is permittable. 2. Explain how the hardship results from application of the Buffer Rule to the property rather from other factors such as deed restrictions or other hardships (e.g. zoning setbacks, floodplains, etc).* Buffer rule does not allow for the deck to be solid surface which is impervious. Since this deck is over 20' above the grade and the cantilever is minimal the impact should be insignificant compared to wood decking. 3. Explain whether the hardship was caused bythe applicant knowingly or unknowingly violating the applicable Buffer Rule.* Project is preconstruction, deck has not yet been built. 4. Explain how the hardship results from physical nature of the property, such as its size, shape, or topography, which is different form that of neighboring property. * This lot has a steep grade down to the lake. Deck is designed to maximize views of the property with no impact on the buffer. Variance request is based on the height above grade to allow for the cantilevered portion to be solid surface instead of slatted wood. The shape of this lot is angled across the rear of the home, to create a balanced looking home the shape of the house is square across the back which creates a corner of the deck which overhangs the buffer. 5. Explain how the hardship is rare or unique to the applicant's property, rather than the result of conditions that are widespread.* Topography and shape of the property are unique. The cantilever portion is minimal. For Neuse, Tar -Pamlico, Jordan Lake and Goose Creek only: 6. Did the applicant purchase the property after the effective date of the applicable Buffer Rule and then request a variance?* No I. Sign and Submit Deed Restrictions By your signature of this application, you certify that all structural stormwater BMPs required by this variance shall be located in recorded drainage easements, that the easements will run with the land, that the easements cannot be changed or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot. Applicant's Certification I, certify that the information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans and that the deed restrictions will be recorded with all required permit conditions. * W By checking the box and signing the box below I certify that: By digitally signing below, I certify that: I have given true, accurate, and complete information on this form; 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'); • 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 this form. Print Name:* McKenzie Olmsted Signature * Submission Date: Autonaticallyfilledin Initial Review Is the project accepted rJ Yes r- No for review?* Is the project located r Yes r No r Unknown within a NC DCM Area of Environmental Concern (AEC)?* Is this a public -funded r Yes r No transportation project?* ID#* 20191640 Version* Reviewing Office* Raleigh Regional Office - (919) 791-4200 Select Reviewer* Stephanie Goss: eads\szgoss Has payment been r No Payment Needed received?* r Fee Received r Need Fee- send electronic notification QUEENSFERRY RD. SIT, RUTHERGLEN DR. ED/NBU DR. QUEENSFERRY RD. T R00 J DAN H/yy LAKE 64 VICINITY MAP NO S( LOT 0. 70J I.14, 58 ACRES CURVE TABLE CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BEARING Cl 9'58'40" 373.52' 65.05' 64.97' 32.61' N 30'39'06- W LINE TABLE LINE BEARING DISTANCE L 1 S 14'55'04" E 57. 18' L2 N 25'4 124" W 50.00' RL1. V 5 h6 PKN � OY (D �\ SET84CKS FRONT 50' \� SIDE 15' REAR 50' ° LEGEND �� N (IPF) IRON PIPE FOUND \ �, (IPS) IRON PIPE SET (PKN) PK—NAIL (R/W) RIGHT OF WAY (g') CENTERLINE OF RIGHT OF WAY (EOW) EDGE OF WATER (NRB) NEUSE RIPARIAN BUFFER LINETYPE LEGEND BOUNDARY R/N -- -- SETBACK EDGE OF WATER------------ FLOODLINE NRB ------ ------ ------ — PKN EOW —--- —--- —--- —...—...— NOTE.' 1. RAW ERROR OF CLOSURE WAS 10, 000+, MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD. THE DISTANCES ON THIS MAP ARE ADJUSTED HORIZONTAL GROUND UNLESS NOTED OTHERWISE. ALL AREAS CALCULATED BY COORDINATE COMPUTATION. 2. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOODPLAIN PER F.1. R. M. MAP NO. J720075200 J, PANEL 0752, EFFECTIVE DATE MAY 2, 2006. J. EDGE OF WATER FIELD LOCATED BY WITHERSRAVENEL 0610412018. DATE:11/04/2019 SCALE: 1"=50' SURVEYED BY: DRAWN BY: JDF CHECK E7 CLOSURE BY: JDF CAD FILE: LOT58MD PROJECT NO: 05180478.00 or I 0 / 2 100 YEAR FEMA FLOOD LINE j PER F.1. R. M. MAP 3720075200J, DATED I IPF I 0510212006 07 14' TALL I RET WALL' N I I \ Qrl N2� OZ AlI m 1 / I aj v CONCERT MACGREGOR DOWNS LLC z5 I �, z.sr zl.00' )8 CANTILEVERED .p i B. 156J7, PG. o '• 905 t, PORCH "A 20" 1 30' o u lPF 1 68/` I Z2 50 6. 33' I • CANTTILEVILEV ERED o N PORCH 47.g9� o T 6 83 58 6jy9 �- E N 0.7 5\ 5 IPF w � ' O � • u`,5830 s 30' NRB ZONE 1 SEE NOTE JJ 202 2�' \ V� 20' NRB ZONE 2 SEE NOTE JfJ PROPOSED IMPERVIOUS AREA HOUSE, GARAGE, PORCH @ 1009 10,381 S.F. CONCRETE DRIVEWAY ® 1009 3, 806 S.F. RETAINING WALLS @ 1009 143 S.F. TOTAL IMPERVIOUS AREA 14, 330 S.F. TOTAL LOT AREA 30,602 S.F. PERCENTAGE OF IMPERVIOUS AREA = 46.839 50' 25' 0 50' 100' GRAPHIC SCALE PRELIMINARY PLAT OF LOT 58 MACGREGOR DOWNS 212 EDINBURGH DRIVE, CARY PROPERTY OF ALFRED G. CHILDERS AND MARYBETH B. CHILDERS PREPARED FOR LOYD BUILDERS LLC. COUNTY: WAKE I STATE: NC I SHEET: 1 OF 1 NO WithersRavenel 1/ Engineers I Planners I Surveyors 115 MacKenan Drive I Cary, NC 27511 t: 919.469.33401 license #: C-0832 www.withersravenel.com AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. % PLAN NO. PARCEL ID: 0074498 ps e STREET ADDRESS: 6Z13inN Qil Myy NC Please print: Property Owner: Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize .1KeYipnziu Qim arl of 44D 44dyAh Id rS (Contractor J Agent) (Name bt cortulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): Telephone: gW�552-R301 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. AutWod Ylgnzifure Date: I — / Date:/ / ` 407.0±404.2±HOUSE FFE408405400390380365360355385NEUSE RIPARIAN BUFFERZONE 2NEUSE RIPARIAN BUFFERZONE 130'X391±391±402403404405406 4074104113953853753703753803904 0 0 EDGE OF WATER20'405405405404404403 4024054064074084014003993983973963953933 9 2 405402402 403404394393 393PRELIMINARYNOT APPROVED FORCONSTRUCTIONNOTES:1.THIS PLAN IS FOR PRELIMINARY PLANNING AND ILLUSTRATIVE PURPOSESONLY, AND IS NOT AN OFFICIAL CONSTRUCTION DOCUMENT. THIS PLANHAS NOT BEEN SUBMITTED FOR REVIEW BY ANY REGULATORY AGENCIESAND IS SUBJECT TO REVISION.2.BOUNDARY & EXISTING TOPOGRAPHIC IINFORMATION SHOWN IS BASEDON A PRELIMINARY PLOT PLAN BY THOMPSON & ASSOCIATES DATED03/30/2017.3.PROPOSED BUILDING FOOTPRINT IS BASED ON PRELIMINARYARCHITECTURAL PLANS BY OTHERS.4.THE GRADING PLAN SHOWN ON THIS DRAWING IS PROVIDED SOLELY FORTHE PURPOSE OF ILLUSTRATING THE OVERALL GRADE ANDDRAINAGE/SLOPE PATTERNS THAT ARE ANTICIPATED FOR THEDEVELOPMENT OF THIS SITE. THE BUILDER MAY INCORPORATEADJUSTMENTS AND REFINEMENTS TO THE DETAILED ASPECTS OF THEGRADING PLAN DESIGN.5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURINGTHAT ALL SITEWORK GRADING AND EARTHWORK OPERATIONS ARECONDUCTED UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEERTO ENSURE THAT SUITABLE FILL MATERIALS, COMPACTION ANDCONSTRUCTION METHODS ARE UTILIZED BASED ON THE APPROPRIATECONSTRUCTION CRITERIA.RevisionsK:\16\16-0530\160532-Loyd Builders - Miscellaneous\CAD\Macgregor Lot 58\Base-Lot58.dwg- Monday, November 04, 2019 4:14:25 PM - HART, BRADSheet No.DesignerDrawn ByDateJob No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsChilders Residence212 Edinburgh DriveMacGregor DownsCary, NCPreliminary Site GradingPlanC-102160532.004/10/19WRWR1 inch = 10 ft.10GRAPHIC SCALE051020-DRAFT PRINT-11/04/19EDINBURGH DRIVE60' PUBLIC R/W1. REVISED FLOOR PLAN 04.10.192. REVISED FLOOR PLAN 10.23.193. REVISED GARAGE SIDE 11.04.19