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HomeMy WebLinkAboutSUB201700083 Approval - Agencies 2017-06-07In Cooperation wim the State Department of Health COMMONWEALTH ®f V'IRGIN'IA Thomas Jefferson Health District 1138 Rose Hill Drive Phone (434) 972-6219 P. O. Box 7546 Fax (434) 972-4310 Charlottesville, Virginia 22906 April 11, 2017 Paty Saternye County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 ALBEMARLE - CHARLOTTESVILLE FLUVANNA COUNTY (PALMYRA) GREENE COUNTY (STANARDSVILLE) LOU ISA COUNTY(LOU ISA) NELSON COUNTY (LOVINGSTON) RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map Parcels 27 & 27A1 located in Albemarle County, Virginia. Dear Ms. Saternye: On June 7, 2017, the County of AIbemarle requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed subdivision plat identified above. This letter is to inform you that the above referenced Family 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.I-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 (ROSE) 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: Steve Gooch OSE #1940001284. 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 time 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. Sincerely, John F. Hutcherson, OSE Environmental Health Specialist, Sr. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4126 June 7, 2017 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SLJB201700083 Ethan & Michele Burke — Family Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 42, Parcel 27 & 27A1 J. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information, which is attached. Please review the proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Voice: (434) 296-5832 ext. 3250 Fax: (434) 972-4035 Commonwealth of Virginia Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner Thomas Ethan. Burke, Michele N. Burke and Michael Naess Mailing Address 1880 Decca Lane Charlottesville, VA 22901 Developer/Agent Steve Gooch Mailing Address 703 Oliver Creek Road Troy, VA 22974 AOSE Steve Gooch Mailing Address 703 Oliver Creek Road Troy, VA 22974 VDH Use Only Health Department ID# Due Date Phone (434)960-9380 Phone Fax Phone (434)531-0487 Phone Fax Phone (434)531-0497 Phone Fax Directions to Property: From Charlottesville Rt. 250 West to Ivy, right on Owensville Rd., left on Decca Lane, left on Catlett Rd., left on Old Via Rd. to property at end of road Name of Proposed Subdivision Tax Map 42-27 & 42-27A1 Other Property Identification Dimension/Acreage of Property 12.25 Ac. Number of lots proposed 3 Proposed water source (note: new or existing, public or individual) new, individual General size of lots 2.0 Ac., 2.22 Ac., 8.03 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology (optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas (if required) and the location of the water supply system on each lot, if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot (absorption area and reserve area). If not provided by the local subdivision ordinance, the district or local health department may require the plat to show streets, utilities, storm drainage, water supplies, easements, lot lines, and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed, the property lines, building Iocation and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. Signature of Owner/Agent Date Commonwealth of Virginia Application for Subdivision Review (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual Le VDH use Only Health Depmftm t ID# Due Date Phone 13 (l 2.46-6T;,Z e+. 3�s® Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and regulations governing sewage treatment and dispersal and private water supplies, compliance with local ordinance governing sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please indicate the nature of review you are asking the health department to conduct, I. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other (describe below) Steve Gooch STEVE GOOCH spgooch.geologist@gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 May 29, 2017 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Revised Parcel A A Family Division and Boundary Line Adjustment Tax Map 42 Parcels 27 & 27A1 Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above -referenced property. We request that you forward two (2) copies to the Charlottesville -Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions, please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. '2'f W"�e_ )mak Steve Gooch Encl. 19FPPROv'3D Soils Study for Drain Field Saes Revised Parcel A A Family Subdivision and Boundary Line Adjustment Tax Map 42 Parcels 27 & 27A1 Albemarle County SUB 201700083 Prepared for: Thomas Ethan Burke, Michele N. Burke and Michael Naess 1880 Decca Lane Charlottesville, VA 22901 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 May 29, 2017 LTJ Ameva Page 1 of e OSE/PE Report for: Construction Permit O Certification Letter LI Subdivision Approval t • 1 Property Location: 911 Address: 2947 Old Via Road Cm,. Lot A Section GPIN or Tax Map it 42-27A1 Subdivision Health Dept ID # Latitude Longitude Applicant or Chent MaWng Address: Name: Thomas Ethan Burke, Michele N. Burke and Michael Naess Street: 1880 Decca Lane City: Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch Liomw # 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License # Address City State Zip Code Date of Report 5/29117 Date of Revision #1 OSE/PE Job # Date of Revision #2 Content&1ndex of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) OSE Cover Page Soil Profile Sheet Soil Information Summary Sheet Abbreviated Design Forms Survey Plat 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 nage has been conducted under an exemption to the practice of engineerins, specifically the exemption in Code of Vlrginia Swjon 54.1-402.11 I recommend that a (select one):nstruction permit❑ certification letter subdivision approval be (select one) issued denied � U. Soil Profile Revised Parcel A Tax Map 42-27A1 Old Via Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 A Brown (7.5YR 514) clay loam, friable 2 2-15 Bt Red (I OR 518) silty clay loam, firm 3 15-25 CB Yellowish red (5YR 5/8) sandy clay loam, friable 2 25-43 C 1 Light reddish brown (5YR 6/4) sandy clay loam, friable 2 43-84 C2 Pale brown (2.5Y 6/4) sandy loam, friable 2 2 0-6 A Brown (7.5YR 514) clay loam, friable 2 6-18 EB Reddish brown (5YR 514) clay loam, friable 3 I8-32 Bt Red (I OR 5/8) silty clay loam, firm 3 32-48 CB Yellowish red (5YR 518) sandy clay loam, friable 2 48-84 C Pale brown (2.5Y 6/4) sandy loam, friable 2 3 0-6 A Brown (7.5YR 514) sandy clay loam, friable 2 6-29 Bt Red (I OR 5/8) silty clay loam, firm 3 29-64 C1 Light reddish brown (SYR 6/4) sandy loam, friable 2 64-84 C2 Yellow (IOYR 7/8), pale brown (2.5Y 6/4) sandy loam, 2 friable 4 0-3 Al Dark gray IOYR 4/1) sandy loam, friable 2 3-12 A2 Light brown (7.5YR 614) sandy clay loam, friable 2 12-38 Bt Red (I OR 5/8) silty clay loam, firm 3 38-60 CB Yellowish red (5YR 5/8) sandy clay loam, friable 2 60-84 C Very pale brown (1OYR 8/3) sandy loam, friable 2 5 0-7 Al Dark gray 10YR 411) sandy loam, friable 2 7-12 A2 Light brown (7.5YR 6/4) sandy clay loam, friable 2 12-40 Bt Red (2.5YR 518) clay loam, friable 3 40-84 C Light yellowish brown (1 OYR 6/4) pale brown (2.5Y 614) 2 sandy loam, friable Page 3_ of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 219/17 Submitted to Albemarle County Health Department Applicant Ethan Burke Telephone Number (434) 960-9380 Address 1880 Decca Lane Charlottesville, VA 22901 Owner same Address same Location 2947 Old Via Road Tax Map 42-27A1 Subdivision Block/Section Lot A (Revised) SOIL INFORMATION SUMMARY I 1. Position in landscape satisfactory? OZ Yes ( No Describe Shoulder 2. Slope 13 % 3. Depth to nock or impervious strata: Max. Min. None X 4. Depth to seasonal water table (gray mottling or gray color) No Yes inches tree water present 5C No I— Yes range in inches - b. Soil percolation rate estimated 9 Yes Texture group 1 11 Q IV I— No Estimated rate 50 min/inch 7. Permeability test performed r Yes R No If yes, note type of test performed and attach 5Z Site Approved: Drainfield to be placed at I-- Site Disapproved: 5" depth at site designated on pen -nit. Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2• f— Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4• Rates of absorption too slow. 5. ) insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 8• Proposed system too close to well. Other Specify (attach additional pages if necessary) pue2 — q ur, 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 0 primary and reserve area, ai,bnly the primary area, 0 only the reserve area (check one) for Revised L4rcel A - Tax Ma 42-27A1 Design Basis Total length of available area: 100' Total width of available area: 30' Estimated Pere. Rate: 50 at.54, 4" in. (depth) Number of bedrooms (or GPD): 4 1 2 Conveyance Method : Gravfty Distribution method (specify): Gravity_ 3c Dispersal system basis GMP #135 LGMI required? No (Yes/No) Effluent quality required: Prim (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 376 Area Calculations Number of trenches 4 Width of trenches: 3' Reserve required? Yes Total trench bottom area required: 1128 Length of trenches: 100' Center to center spacing: 9 Percent reserve area required: 100 Total width of absorption area required 30' Total trench bottom area provided:1200 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. Page Of AOSE Form E Revised July 18, 2007 ?Cr -)t - Abbreviated Design Farm 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 © primary and reserve area, 0 only the primary area, 2 -only the reserve area (check one) for Revised Parcel A - Tax Map 42-27A1 Design Basis Total length of available area: 100' Total width of available area: 25' Estimated Pere. Rate: 50 at 54" in. (depth) Number of bedrooms (or GPD): 4 1 2 Conveyance Method : __Pr@yfty Distribution method (specify); -Gravity 30 Dispersal system basis GMP #I 18A LG1Vfl required? No (Yes/No) Effluent quality required: Second (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 169 Area Calculations Number of trenches 3 Width of trenches: 3' Reserve required? Yes Total width of absorption area required 21; Total trench bottom area required: 676 Length of trenches: 100' Center to center spacing: 9' --- Percent reserve area required: 100 Total trench bottom area provided: 900 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 mquhnd. Page of AOS,E Farm E Revised duly 18, 20U7 PROPOSED PRIMARY AND RESERVE DRAIN FIELD SITES FOR PARCEL A-1 AND RESERVE DRAIN FIELD SITE FOR REVISED PARCEL B APPROVED BY HEALTH DEPARTMENT PER GOOCH ENGINEERING AND TESTING REPORT DATED 10/15/2011(ALBEMARLE COUNTY SUB NO. 2011-00124 CATLETT ROAD OLD VI ROAD 678 SITE 678 676 VICINITY MAP SCALE: i" = 2000'+/ - GL FAMILY SUBDIVISION PLAT PARCEL A-1, CONTAINING 2.00 ACRES AND BOUNDARY LINE ADJUSTMENT PLAT REVISED PARCEL A AND REVISED PARCEL B THE PROPERTIES OF THOMAS ETHAN BURKE,MICHELE N.BURKE,AND MICHAEL NAESS ALSO NEW 30'ACCESS EASEMENT LOCATED ON EXISTING 30'RIGHT--OF-WAY.EXISTING 30'ACCESS EASEMENT AND OLD VIA ROAD.OFF STATE ROUTE 678 SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE; 1" - 100' DATE: APRIL 4,2017 FOR ETHAN & MICHELE BUAKE ROGER W.RAY & ASSOC..INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434)293-3195 RAYSURVEYING.COM FOR REVIEW BRIAN S. RAY Lie. No. 002291 SHEET i OF 3 13964A THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND.PARCEL A-1. REVISED PARCEL A & REVISED PARCEL B.IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S),PROPRIETORS, AND/OR TRUSTEES,IF ANY. THOMAS ETHAN BURKE NAESS CITY/COUNTY OF,_. STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2017. BY THOMAS ETHAN BURKE NOTARY PUBLIC MY COMMISSION EXPIRES : CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2017. BY MICHELE N.BURKE NOTARY PUBLIC MY COMMISSION EXPIRES CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2017. BY MICHAEL NAESS NOTARY PUBLIC # MY COMMISSION EXPIRES : MICHELE N.BURKE APPROVED FOR RECORDATION AGENT FOR THE BOARD OF SUPERVISORS DATE THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL ONLY. A. T.M.42-27 & 27A1 ARE ZONED RA. B. PARCEL A-1 IS ASSIGNED ONE DEVELOPMENT RIGHT, DERIVED FROM T. M. 42-27, AND MAY NOT BE FURTHER DIVIDED. C. REVISED PARCEL A RETAINS ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. D. REVISED PARCEL B RETAINS ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. E. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE. PARCEL A-1. REVISED PARCEL A, AND REVISED PARCEL B. EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. F. THIS PROPERTY LIES WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE.THIS PROPERTY DOES NOT LIE WITHIN AN AG -FORESTAL DISTRICT. H. SETBACK REQUIREMENTS: FRONT= 25' (ALONG EXISTING INTERNAL RIGHTS-OF-WAY); SIDES= 25% AND REAR= 35' I. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. J. THE STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. K. PARCEL A-1 AND REVISED PARCEL A SHOWN ON THIS FAMILY SUBDIVISION PLAT MAY BE SOLD OR CONVEYED TO A PERSON OTHER THAN AN ELIGIBLE"MEMBER OF THE IMMEDIATE FAMILY "AS THAT TERM IS DEFINED IN CHAPTER 14 OF THE ALBEMARLE COUNTY CODE, FOR A PERIOD OF FOUR(4)YEARS AFTER THE DATE OF RECORDATION OF THIS PLAT EXCEPT AS AUTHORIZED BY SECTION 14-212(A)OF THE ALBEMARLE COUNTY CODE. IF ANY LOT CREATED BY THE RECORDATION OF THIS PLAT IS CONVEYED BACK TO THE GRANTOR DURING THE FOUR(4)YEAR PERIOD, IT SHALL BE RECOMBINED WITH THE PARENT LOT WITHIN SIX(6)MONTHS AFTER SUCH CONVEYANCE. L. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINEO BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. M. THE EXISTING AND/OR PROPOSED PRIVATE STREET EASEMENT IS OF ADEQUATE WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMMODATE A TRAVELWAY PASSABLE BY ORDINARY PASSENGER VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS.TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE OF THE TRAVELWAY,AS REQUIRED BY SECTION 14-412 OF THE ALBEMARLE COUNTY CODE. NOTES: 1. OWNER(S),ADDRESS & LEGAL REFERENCES: TAX MAP 42 PARCELS 27 & 27Ai THOMAS ETHAN BURKE.MICHELE N.BURKE AND MICHAEL NAESS 1880 DECCA LANE, CHARLOTTESVILLE, VIRGINIA 22901 D.B.412l-567,573 THRU 575 PLAT,D.B.4050-230, D.B.977-446 PLAT AND D.B.926-91 & 95 PLAT 2. BOUNDARY DATA SHOWN HEREON FOR THE NEW DIVISION LINES BETWEEN PARCEL A-1, REVISED PARCEL A. AND REVISED PARCEL B IS BASED ON A CURRENT FIELD SURVEY. ALL OTHER BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM A PLAT BY THIS FIRM, RECORDED IN D.B.4121-573 THRU 576 AND WAS NOT RESURVEYED THIS DATE. (2011) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM. 3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT RIGHTS EXIST.THE INTENT OF THIS PLAT IS NOT TO COMBINE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS. 4. T.M.42-27 IS SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY(D.B.4737-187). 5. T. M. 42-27A1 IS SUBJECT TO RIGHTS -OF --WAY AS DEFINED IN 0.6.156-274,275 PLAT AND D. B.165-156,157 PLAT_ 6. T.M.42-27 & 27Ai ARE SUBJECT TO THE FOLLOWING: A. EASEMENTS TO VIRGINIA ELECTRIC & POWER COMPANY(D.B.286-240, D.B.945-691& D_B.4706-151) B. AN EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA(D.B.1048-220). 7. T.M.42-27 & 27Ai ARE SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY INSOFAR AS IT MAY APPLY (D . B .1047-659) . 8. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES.EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. 9, ORIGINAL ACREAGES: FOR TAX MAP 42-27 = 9.00 ACRES REVIEW TAX MAP 42-27A1=3.25 ACRES GL SCALE: 1" = 100' DATE: APRIL 4. 200 FOR ETHAN & MICHELE BURKE ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM SHEET 2 OF 3 13964A ,a T. H- 42-310 ROBERT E.DUCHAPME G JENNIFER L . SU LEER D. B. 2498-375 0.8.910-99 PLAT. . Existing sten �10 30 • R aHT� WA PLAT ; (D. B, 926..07. 95 D. B. 165-156 9FOUNDD D.8.156-274.275 PLAT] RAAQ_ (2011) 543. Sp` -wit IRON . �F- - (20'.1) ms's ' a. o: SET 3?r�--.�---rr• I OVEflEAD , UTILITY til LIME I I T.Ai "4 I u CU PRA Y. A 2.22 ACAS �r) -.rrr.awr •��.. .r ••.• •..,..CU ♦ • si FiiC ♦ \ 3 t 2. CUx.09` 3rth 3924056 IRON%44'194 W 3st 11453244 t� ! r � D'Iw ft to Iq Ek�V3 .50' OWE! -LING UAE ` M=. F PPRP SII T.M.42 290 EUGENIA M. MERINO D.B. 3024-207 0.8.683-•" PLAT EXISTING 300 ACCESS Ems' .5,4121-573 THE 576 PLAT) fh-� -54 ,. 24"F so.00! 00 , Eta, ' __.. ," SET I EASEMENT SET -..--, /D. 14.91: GRAPHIC SCALE 1"=100` o too 200 300 CO OMTES CLEAN OUT ...,..... DEMOTES EXISTING PROPERTY LINES HEREBY EXTINGUISHED SSS A SE NEW ATE T. M. 42-•29F THOMAS ETHAN BUFWE 9, MICR" �a.�LTH �RARTMENT COPY U.13..683 -W4 PUT NOT FOR RECOMATION PIPE North 3919541 T M 42-27A� FOUND East 11453885 S2011) Sao---� '.�. JOYCE .tom F C� • Drawsw Sb • ,73 THRli 576 PLATjww ACCURACY . Rem") 3-B . 977�4�46 PLAT � �~ `` ; s' ., ON= r 1 IRON FOUND (2011) \40 !bo r • r � r� 1 24.6 ' • 4'34.44 I • N42'15' 3 M! IAV I� 510,53" North 391982East w4' IA�d` SET FOUND SET T.M.42-25C CLARK "MY)LIN LIMITED PARTNERSHIP 0. B. IW2-413 D.B. 444-•409 PLAT to Iq Ek�V3 .50' OWE! -LING UAE ` M=. F PPRP SII T.M.42 290 EUGENIA M. MERINO D.B. 3024-207 0.8.683-•" PLAT EXISTING 300 ACCESS Ems' .5,4121-573 THE 576 PLAT) fh-� -54 ,. 24"F so.00! 00 , Eta, ' __.. ," SET I EASEMENT SET -..--, /D. 14.91: GRAPHIC SCALE 1"=100` o too 200 300 CO OMTES CLEAN OUT ...,..... DEMOTES EXISTING PROPERTY LINES HEREBY EXTINGUISHED SSS A SE NEW ATE T. M. 42-•29F THOMAS ETHAN BUFWE 9, MICR" �a.�LTH �RARTMENT COPY U.13..683 -W4 PUT NOT FOR RECOMATION PIPE North 3919541 FOUND East 11453885 S2011) THIS PLAT NOT FOR AECOMATICN .tom COA�SHMR C� ` ACCURACY TIM TO � LIGAN [903 YUN NTA ON= r T. 74.42-296 IRON FOUND (2011) \40 !bo I 4247- ft AMA S. CM ACOM %`� i S12.50.37`E Nf 67 , f13 PZPE1d 4� FOUND 1'.M.42-2 " e STONE North13893(204"� D East145 1pa' !1 "=100, r FOR REVIEW SCALA to = 100 DATE: APRIL 4. +017 FOR ETHAN 9 MICHEi E BUAKE DRAW FMLD sTES ]M PSL Al ROGER W . RAY G ASSOC . , INC. Arm RZVMW PA[. B APPROVED 6&m 01CCWMAD rrd IMT IN 2011(GOCKM V4GVMMU G AM w 'rwffiG, "4r solu mmO1� r A&TIm Z HARLOTTESVILLE. VIRGINIA 22941 1r1541� AtAUMWXCOUWV TELEPHOW.; (434) 293-3195 sua # wni-eaiza PAYSURYEYDS . CDM House, Nell and Drain Feld Sits Parcel A, Revised. Parcel Al and Parcel B Family Subdivision and. Boundary Line Adjustment T.M. 42 Parcels 27 & 27A1 Albemarle County, Viii , . Steve Gooch Consufft Geolqgia 703 Qlivor Creek Road Tray, Virginia 22974 SHEET 3 OF 3 139641