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HomeMy WebLinkAboutSUB201400116 Executive SummaryCOUNTY OF ALBEMARLE EXECUTIVE SUMMARY AGENDA TITLE: AGENDA DATE: SUB201400116 — John C. Fisher Rural Subdivision November 5, 2014 SUBJECT /PROPOSAL /REQUEST: ACTION: INFORMATION: Special Exception from Building Site Requirement under County Code § 18- 4.2.2(a) CONSENT AGENDA: ACTION: X INFORMATION: STAFF CONTACT(S): ATTACHMENTS: Yes Foley, Walker, Davis, Kamptner, Benish, Falkenstein REVIEWED BY: PRESENTER(S): N/A LEGAL REVIEW: Yes BACKGROUND: The applicant proposes to divide a 8.549 acre lot (Parcel X) off of an existing 77.877 acre parcel (See Attachment A). The parcel, Tax Map 96 Parcel 13, is zoned Rural Areas and currently contains one dwelling that accesses the property from Spring Valley Road (Rt. 634). The property is mostly covered in critical slopes (See Attachment B) and the proposed division would result in Parcel X not having a building site that meets the requirements of County Code § 18- 4.2.2(a). County Code § 18- 4.2.2(a) requires that each parcel have a building site of 30,000 square feet or more and have such dimensions that no one dimension exceeds any other by a ratio of more than five (5) to one (1) as described by a rectangle inscribed within the building site. The building site may not contain, among other things, land within critical slopes. The applicant is requesting a special exception to waive the requirement of the rectangular five (5) to one (1) building site. STRATEGIC PLAN: Natural Resources: Thoughtfully protect and manage Albemarle County's ecosystems and natural resources in both the rural and development areas to safeguard the quality of life of current and future generations. DISCUSSION: The proposed Parcel X has a contiguous area of over 30,000 square feet outside of critical slopes, but this area fails to meet the requirement that the building site be rectangular with a ratio of no more than 5:1. The residue parcel that would result after the proposed subdivision does have a building site that meets the requirements of § 18- 4.2.2(a). Because Parcel X already contains a dwelling, the division would not result in any new dwellings being added to the building site that does not meet the requirements of § 18- 4.2.2(a). County Code § 18- 4.2.2(a)(3) authorizes the Board to waive or modify the rectangular shape requirement by special exception upon consideration of the recommendation from the Virginia Department of Health and consideration of three factors: i) The parcel has an unusual size, topography, shape, location or other unusual physical condition; ii) No reasonable alternative building site exits; and iii) Modifying or waiving the rectangular shape would result in less degradation of the parcel or adjacent parcels than if those dimensions were adhered to. The applicant has provided justification for the special exception (Attachment C), and staff's analysis of the three factors are found in the Staff Report (Attachment D). Staff concluded that two of the three factors are satisfied. Staff also concluded that the third factor — that the modification would result in less degradation than if the rectangular dimensions were adhered to — was not satisfied. However, staff concluded that the modification would not create any more degradation. The Virginia Department of Health has provided approval for this subdivision (Attachment E). RECOMMENDATIONS: Staff recommends that the Board adopt the attached Resolution (Attachment F) to approve this special exception to waive the building site requirement of County Code § 18- 4.2.2(a). ATTACHMENTS: A. Proposed subdivision plat dated Julv 7. 2014 B. GIS map showing critical slopes C. Special Exception request from applicant D. Staff Report E. Virginia Department of Health approval F. 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(434) 361 -1113 NOTE: 1) Outline shown in broad purple line is the County Tax Map representation of the Parcel 96 -13. 2) The Red dashed line is the property boundary. • •• •1 ••• MAP OF PARCEL X SHOWING CRITICAL SLOPES LOCATED IN HEARD S ALBEMARLE COUNTY, VIRGINIA AUG. 149 2014 REV. SEPT. 10, 2014 (ADD. DETAIL) SHEET 1 O 1 PROJECT NO.: 1323 David L. Collins, L.S. , P.E. Land surveying / Civil Engineering 1188 Berry Hill Road, Nellysford, Virginia 22958 Office: 434- 361 -1113 • E -MAIL: dlc.ls.pe @gmail.com Sept. 10, 2014 Rachel Falkenstein Senior Planner Albemarle County Community Development RE: SUB201400116 John C. Fisher Dear Ms. Falkenstein, We would like to pursue a Special exception to the Subdivision Ordinance 18 -4.2.2 regarding requirements of the building site, for a subdivision that includes an existing house on a portion of T.M.P. 96 -13 near the area of Heards and Heard Mountain. Parcel X was originally applied for and given tentative approval in 2002 as a 3.5 Acre lot around an existing house, but the plat was not recorded. The parcel being applied for today is the same area with an added 5 acres bounded primarily by ridgelines and roads. It is totally wooded except for the cleared areas around the house, drainfield, and driveway access. The driveway from St. Rt. 634 to where it leaves the outside boundary line towards the house (approximately 900'), was an old road, built to access orchards when the property was farmed as an apple orchard. Most of the lot is in critical slopes except for the area at the house. That area, based on the Critical Resource Plan layer of the County GIS, overlaid with the proposed lot, is over 40,000 square feet, more than the required 30,000 sq.ft., but does not fit the rectangular shape description requirement called for in the Subdivision Ordinance, 18 - 4.2.2a.1. Addressing the Special Exception requirements follows: (i) The parcel is a steep sloped, mountain terrain lot which is accessed by an existing old farm road along the southerly boundary. The house, internal driveway, and existing, approved septic drainfield and reserve, create the only non - wooded area on the parcel; the area also comprises the only buildable, non - critical slopes on the parcel. The clearing is sited just below the high point of the proposed lot and is directed to the south, looking in to Nelson County. The historical farm use created many trails and terraces that today, provide walking opportunities to enjoy the mountain terrain and flora that are part of it. (ii) The constructed building site is the only non - critical slope area of the proposed Parcel X, except for a narrow valley and drain swale at the south -east corner of the Parcel where the well is located. The building site is an area greater than the required minimum, but does not fit the strict interpretation of the rectangular shape description requirement of the Ordinance. An area of slightly steeper slopes, shown as critical slopes [based on the GIS mapping], comprise a portion of the existing, approved drainfield and break up the two non - critical slope areas of the building site. Page 1 of 2 (iii) Waiving the rectangular shape requirement has allowed this site to be constructed with a very minimum amount of clearing and grading. The approved drainfield, driveway, parking and outside gathering areas provide adequate open space around the house, without needing to clear additional wooded areas of the non - critical slopes to create a building site. Again, the existing permitted house is sited on the only non - critical area of the proposed Parcel X, of 8.5 acres. It has an existing approved septic drainfield and reserve. The existing house, driveway, parking, and gathering areas have been sited to fit the terrain, but the area does not fit the description of a rectangle, as called for. We respectfully request that a Special Exception be granted for this proposed lot. Thank you very much for your help. Sincerely, David L. Collins, L.S., P.E. Enclosure: Non - Critical Slope Map (Revised) Page 2 of 2 STAFF PERSON: BOARD OF SUPERVISORS: Rachel Falkenstein November 5, 2014 Staff report for Special Exception request for SUB201400116 John C. Fisher — Rural Subdivision. County Code § 18- 4.2.2(a)(3) authorizes the Board to waive or modify the rectangular shape requirement for a building site by special exception upon consideration of the recommendation from the Virginia Department of Health and consideration of whether (i) the parcel has an unusual size, topography, shape, location or other unusual physical condition; (ii) no reasonable alternative building site exists; and (iii) modifying or waiving the rectangular shape would result in less degradation of the parcel or adjacent parcels than if those dimensions were adhered to. The Virginia Department of Health has granted approval of the individual onsite sewage system for this proposed subdivision. Staff has reviewed the application in accordance with section 18- 4.2.2(a)(3) as follows: (i) The parcel has an unusual size, topography, shape, location or other unusual physical condition; The existing 77.877 acre parcels is comprised of mostly critical slopes, or slopes of 25% or greater. The parcel, which has three development rights, has only a few small areas that are not considered critical slopes, and only one building site meeting the requirements of 18- 4.2.2(a)(1). (ii) No reasonable alternative building site exists; According to Albemarle County GIS -Web there is only one site on the entire 77.877 acre parcel outside of critical slopes that meets the building site requirements of § 18- 4.2.2(a)(1). Since two building sites are needed for the proposed subdivision, no alternative building site would be possible. (iii) Modifying or waiving the rectangular shape would result in less degradation of the parcel or adjacent parcels than if those dimensions were adhered to; While the modification of the rectangular shape would not result in less degradation of the parcel or adjacent parcels, the modification would not create any more degradation. The existing dwelling was built in 2001. The non - compliant building site on proposed Parcel X is more than 30,000 square feet and contains the existing dwelling, but this site does not meet the rectangular shape requirement of the ordinance. Without the proposed subdivision, a second dwelling would be permitted on this parcel on the one building site, resulting in two dwelling units on a parcel with only one building site. JOHN C. FISHER RURAL SUBDIVISION SPECIAL EXCEPTION NOVEMBER 5, 2014 BOS D -1 fl Y 4 FSSi��Y, COMMONWEALTH WEAL7[H ®f VIRGINIA In Cooperation with the Thomas Jef�eJ'SOJt HC![�1�t DlSll'7C1 ALBEMARLE- CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone (434) 972 -6219 P. 0. Box 7546 NELSON COUNTY (LOVINGSTON) Fax (434) 972 -4310 Charlottesville, Virginia 22906 September 25, 2014 Rachel Falkenstein, Senior Planner County of Albemarle Department of Community Development 401 McIntire Road — Charlottesville, Virginia 22902.4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 96 Parcel 13 located in Albemarle County, Virginia. Dear Ms. Falkenstein: On August 21, 2014, the County of Albemarle requested the Virginia Deportment of Health (via the Albemarle County Health Department) review the proposed subdivision plat identified above. This letter is to inform yon that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia, the Sewage Handling and Disposal Regulations, and local ordinances. This request for subdivision review was submitted pursuant to the provisions of § 32,1 -163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by: Jason K. Kyser, OSE #1940001357. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and unless all conditions and circumstances are present at the tine of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. S�inncerely, in, // Travis T. Davis Environmental Health Specialist, Sr. R � Page / of 9 OSE/PE Report for: Construction Permit Certification Letter _ Subdivision Approval Property Location: 911 Address: City: Lot Residue Section Subdivision Fisher- Heards GPIN or Tax Map# 96 parcel 13 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: David L. Collins Street: 1188 Berry Hill Road City:Nellysford State VA Zip Code 22958 Prepared by: OSE Name Rivanna Soil Consulting L' ense# 1940001357 P.O. Box 758 a - 41 ' Address � r� � t' , City Keswick w k s� � i` 7aip Code 2947? PE Name: License# Address City State Zip Code Date of Report 08/14/2014 Date of Revision#1 OSE/PE Job# Date of Revision#2 Con�tents/Index of this report(e.g..Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) I y /-2 OSE Ceti- ; R��:c.r t.�.. ply. 8 pi* ...1/ AbdrgA4:1111.d l e5 y.. ; D.s7A evt s PA1` 7 44 , Sr{e.11.-ew o s Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610).the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. ✓ The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.A.11 I recommend that a(select one): construction permits certification letter❑ subdivision approval 0 be(select one)issued 0 denied❑. OSE/PE Signature � A Date DFAl/zely / / — LIl ars!v Itewt3Asr uoa-Suiptoamaysgieps a-al600&aal. t-sdpe# *NSW '0000. C�uurnmonts ealth of irginia Alt I- '+"at;?•/N".h 7:4,1114.... s.. :b .b M . ', ' 44-771 r te "is93 x .. r ,„4164W w. s�', aR .. 43d er'a- 103 V° 3"' s A , ;.3t. . 74.31, *4wat.4 :„, Ed!L0000—ti WEE L80300 4LOZ/EL/8 VDH Use Only Health Department Mirk Due Date Site and Soil Evaluation Report (For certification letters and subdivisions) General Information Date :06/12/2014 Albemarle County Health Department Applicant: David L.Collins Telephone Number: 434-361-1113 Address : 1188 Berry Hill Road Nellysford VA 22958 Owner : John C.Fisher Address:2785 Oak Manor Drive Mount Pleasant SC 29466 Location : Eastside of Route 634;+/-.75 miles North of Route 633 Subdivision Fisher-Heards Block/Section Lot Residue Soil Information Summary I. Position in landscape satisfactory Yes ✓ No Describe : Sideslope 2. Slope 17 3. Depth to rock/impervious strata Max. 60 Min. 51 None 4. Free water present No ✓ Yes Range in inches 5. Depth to seasonal water table(gray mottling or gray color) N/A inches 6. Soil percolation rate estimated Yes ✓ Texture group 0 ❑II ITI ❑IV No Estimated rate 50 min/in 7. Percolation test performed Yes Number of percolation test holes No ✓ Depth of percolation test holes Average percolation rate mpi Name and title of evaluator: Jason K.Kyser C.O.O. Signature: _ • t. Departme se ✓ Site approved: Drainfield trench ittoms to be place: at 27 (inches)depth at site designated on permit. Site disapproved: Reasons for rejection: (check all t .t apply) 1. _Position in landscape subject to floor ng or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. _Insufficient depth of suitable soil to seasonal water table. 4. _Rates of absorption too slow. 5. _Insufficient area of acceptable soil for required drainfield,and/or Reserve Area. 6. _Proposed system too close to well. 7. _Other(Specify) OSE Form G(pg I)Revised 7/02/2009 Page q of • Date of Evaluation: 06/12/2014 Profile Description SOIL EVALUATION REPORT Property ID: Tax Map 96 parcel 13-R Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist. location of profile holes and sketch of the area investigated including all structural features i.e.sewage disposal systems,wells,etc. within 100 feet of site(See section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. See application sketch ✓ See construction permit See sketch on reverse side or page attached to this form_ Hole# Horizon Depth Description of color,texture,etc. Texture (Inches) Group 1 A 0-6 7.5YR5/4 Brown Loam II Bt 6-38 5YR5/8 Yellowish Red Clay Loam III CB 38-60 5YR5/6 Yellowish Red Sandy Loam II 2 A 0-6 10YR5/3 Brown Loam II Bt 6-41 2.5YR4/6 Red Clay Loam III CB 41-60 5YR5/6 Yellowish Sandy Loam II 3 A 0-5 10YR5/3 Brown Loam II Bt 5-36 5YR5/8 Yellowish Red clay Loam III C 36-51 10YR5/8 Yellowish Brown Loam II R 51"+ Rock REMARKS OSE Form G(pg.2)Revised7/02/2009 Nor' Nave Page S Of O Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the C�primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for ""rik nut '4 i ,..1 13 - R4,5 41,4e (property ID). Design Basis Total length of available area: K5 Total width of available area: 133' Estimated Perc. Rate: $0 at 27 in. (depth) Number of bedrooms(or GPD): 3BR ‘Pl.) Conveyance Method': ,ry�,� Distribution method(specify): Dispersal system basis T„d fe (V ,/ $/Jg LGMI required? es, (Y No Effluent quality required: ken?try gallab Secondary,Advanced Secondary) Square feet per bedroom: 374 s/.1�,�,4✓ Total trench bottom area required: //2,r ,f Gravity,pump.siphon Enhanced flow.LPD.or Drip Dispersal 3 Table 5.4 of SHDR or identify. the GMP used Area Calculations Number of trenches -7 (Note if a pad is used) Length of pad or trenches: ,q1 9' Width of pad or trenches: 3 1 Center to center spacing: Reserve required? Percent reserve area required: /002 Total width of absorption area required /20 Total trench bottom area provided: /I$3' ,.4. The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. OSE Form E Revised 7/2/09 N Page (o of I Design Calculations Property ID: Tax Map 96 parcel 13-Residue Flow Type of use (residential, etc)Residential Show Calculations Here No. of bedrooms: 3BR No. of employees:N/A • Square Footage of building space:N/A Daily flow (peak design) in GPD: 450 GPD Treatment No. of septic tanks: 1 Show Calculations Here' Size of septic tank(s): 1 000 Gallon Pretreatment required? yes ✓ no If yes, specify type of treatment device: Absorption area design Soil Texture Group: ill If pump system, enhanced flow, or LPD show Reserve area required? ✓ yes_no calculations here or on a separate sheet. 50% ✓ 100%_other (check one) (dosing volume, head, pump design, etc.) Specify other Water Supply Class of well:1110 Describe (bored, drilled): 1110 Well Distance between septic tank(s) and well:50'+ Distance between absorption area and well: 100'+ Information and calculations required for commercial and/or conditional use applications only OSE Form I Revised 7/2%2009 i Now Page_7 of S System Specifications Property I D: Tax Map 96 parcel 13-Residue Applicant Information Name David L.Collins Phone 434-361-1113 Address 1188 Berry Hill road Nellysford VA 22958 Location Information Tax Map No. 96 parcel 13-Residue Property address GPIN No. Directions Eastside of Route 634;+/-.75 miles Subdivision Fisher-Heards North of Route 633 Section Block Lot Residue General Information System Type I Number of bedrooms 3BR (e.g. septic tank, drainfield) Daily flow 450 (gpd) Type of property Residential (e.g. commercial, residential, etc.) Conditions Sewer Line Septic Tank—Inlet/Outlet Structure Schedule 40 PVC, 4" ✓ or equivalent Capacity: woo gallons (add check or describe equivalent below) 2nd septic tank N/A gallons Per the 2000 Sewage Handling& Disposal Regulations, Check which option chosen: Septic tank with inspection port ✓ Septic tank with effluent filter _ Reduced maintenance septic tank Conveyance line/force main Information Distribution box Information Method Gravity No. of boxes 1 (e.g. gravity, pumping, dosing siphon) No. of outlets 8 If pumping, attach Pump Spec Sheet Surge or splitter box required: Material 4"Schedule 40 PVC Yes No ✓ Pipe diameter 4" Slope of pipe 1/4"-10' (in inches) Header line Information Percolation line Information/Absorption Area 1500 pound crush strength Yes ✓ Center to center spacing 9 ft. Minimum slope is 2"/100 ft. Yes ✓ Required spacing 9 ft. Installation depth 27 inches Aggregate depth 13 inches No. of Laterals 7 Lateral length 55 ft. Lateral bottom slope id inches Lateral width 36" inches OSE Date 0F/Y ir OSE Form J Revised 7/2/ 009 , T a DF-2 r a RIDGELINE i DF-1 :7—SI TE -4 -j HEARD MTN. i • ©Test GRAPHIC CENTER OF ID • 11 Hole PROPOSED DRAINFIELD �� w/TIE LINES HEARDS 10 R-V* 29/— N� x Z\g‘l ID . N`' .73 VICINITY MAP 0\2)• NOT TO SCALE \ \ NOTE: DF= LABELED WOODEN STAKE AT . DRAINFIELD CORNER ©Test ,�h Hole DRAINFIELD AREA ENCOMPASSED BY DF-1 THROUGH DF-4 IS 7320 Sq.Ft. �0�0 0' 20' 40' 60' DRAINFIELD = E DETAIL SCALE IN FEET 1 \\ \ CONTOUR INTERVAL = 2 FEET ASSUMED BM ELEVATION \ \ . ' �`g�� Qe X13©Test 6�� '� ��` x)20 Hole _, ,,w /' �9� `� A 6 S �� 3 ^� ,\"D Ov ,Q T^/^• �� y 11DF-4 Gf AD(c) 1 =__ CD s , 1h�/A, I • ��`b 1 . $36'28 E- JOHN C. FISHER S 28'36'28" E S 5 0�' TRACT G-1 / 9 „/r 387.50' - T.M.P. 96-13 / ,, D.B. 1 720, P. 635 / • - .v/.. to 77.877 Ac. (T.M.P. 96-13) / ,o / .o/N. ° . - 3.513 Ac. (PARCEL X) o N 74.364 Ac. (REVISED T.M.P. 96-13)// �'ALTH OF D . t N I 0� rC.� �, / DAVID L. COLLINS , GRAPHIC CENTER OF / ° Lic. o�2t "" 1 PROPOSED DRAINFIELD / ' w, w/TIE LINES / J w� (SEE DRAINFIELD DETAIL ABOVE) // �`/� y a8 zoi 1-1-0 / elk/SURVE-t.o ol IN 1� 7 iii �1�n ;�N /7 /11 David L. Collins, L.S., P.E. r.rf zi ��, 6�. , Civil Engineering/Land Surveying S28_54'14"E h %' / 1188 Berry Hill Road-Nellysford,Virginia 22958 Ph.(434)361-1113 358.40' 2∎7 ;/ r, ;/■ X``\ �S ;;` ii 0' 300' 600' 900' a,c• '. 7/ III Ili MIIIIIIIIIII IIIIIIMOIMMIIINNI EXISTING \� 1 k4:‘,„..i APPROVED DRAINFIELD # t-/ � _q.-,,M,,,. !? , NOTE: SERVING EXISTING THE PURPOSE OF THIS DOCUMENT IS FOR HEALTH HOUSE I ;. °_ i DEPT. SUBMITTAL & APPROVAL FOR THE PROPOSED PARCEL X ;+ ' SEPTIC DRAINFIELD ON THE RESIDUE OF T.M.P. 96-13 % ' t MAP SHOWING PARCEL X 1 & PARCEL 13 , TAX MAP 96 ;'%� ` n !!, w/ PROPOSED & EXISTING '/ ( I! DRAINFIELDS ,, ■t., 1 ' LOCATED IN HEARDS (30, 1414__34 \`\ === J--- ALBEMARLE COUNTY, VIRGINIA eASEMENROgo �;�� „JJULY 07, 2014 __� SHEET 1 OF 1 PROJECT NO.: 1323 777 8 0,i 8 RESOLUTION WHEREAS, John C. Fisher ( "Fisher ") is the owner of Tax Map and Parcel Number 09600- 00 -00- 01300 (the "Property "); and WHEREAS, Fisher filed a request for a special exception in conjunction with SUB 2014 - 00116, John C. Fisher Rural Subdivision, to waive the requirement that no one dimension of a building site exceed any other by a ratio of more than five to one on Parcel X, which will consist of 8.549 acres and currently contains one dwelling, as the Property is depicted on the pending subdivision plat for the Property under review by the County's Department of Community Development. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the executive summary prepared in conjunction with the application, and its supporting analysis included as Attachment D thereto, and all of the factors relevant to the special exception in Albemarle County Code § 18- 4.2.2(a)(3), the Albemarle County Board of Supervisors hereby approves the special exception to waive the rectangular five to one building site requirement on Parcel X. I, Ella W. Jordan, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on November 5, 2014. Clerk, Boar of ounty Supervisors Mr. Boyd Y _ Ms. Dittmar Y_ _ Ms. Mallek Y_ _ Ms. McKeel Y Ms. Palmer Y_ Mr. Sheffield Y