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Home My WebLink AboutSUB201400118 Approval - Agencies , 'k',,," ?le ( ky/;:‹.;, ' V V A 6.0,. r ;, : ,4 rya,... 'it,,t,_ L,,,,,,,,_,,=,i, r , �fir.- \° U COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 October 3,2014 Ellie Carter Ray Department of Community Development Division of Zoning and Current 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 94 Parcel 21N located in Albemarle County,Virginia. Dear Ms.Ray: On July 29,2014,the County of Albemarle 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 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: Steve Gooch; Onsite Soil Evaluator Number 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, **toe osh Kirtley Environmental Health Technical Consultant Onsite Sewage and Water Programs ��og A o llllllr .,..�s L) vIRCIr t COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 7/29/2014 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB 2014-00118 Wellington Estates LLC—Rural Subdivision Date Submitted: 7/16/14 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 94 Parcel 21N. This project requires Health Department approval prior to receiving final County approval. The applicant has provided a soils report, which is attached. Please review the proposal for suitable subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Section 310 of the Albemarle County Code. Should you have any questions or comments please feel free to contact me. Sincerely, eab Ellie Carter Ray, Senior Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,VA 22902 eray @albemarle.org (434)296-5832, ext 3432 phone (434)972-4126, fax Commonwealth of Virginia VDH Use Only Health Department ID# Application for Subdivision Review Due Date 'age 1 of 2 to be filled out by the Owner or Agent) Owner Wellington Estates,LLC (434)531-4849 Mailing Address 12 Landslide Court 4,, "1' L ho- Palmyra,Virginia 22963 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax Directions to Property: From Charlottesville take Rt.250 East,right on Rt.794, 1st driveway on right Name of Proposed Subdivision Wellington Estates Tax Map 94-21N Other Property Identification Dimension/Acreage of Property 100.14 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing and new,individual General size of lots 53.01 Ac.,47.1 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 location 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. -give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the ,,,pose 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. 7/1.61/Y Signature of�Agent Date Commonwealth of Virginia HeallthDeparhm�HUse Only Application for Subdivision Review Due Date — (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual Phone 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. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other(describe below) Now Name and title of requestor Date OSE FonnF Revised 7/02/09 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 July 16, 2014 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 Lots A and B A Rural Division of Tax Map 94-21N Albemarle County N... 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. egi/k- Steve Gooch Encl. d k (( t Soils Study for Drain Field Sites Lots A and B A Rural Division of Tax Map 94-21N Albemarle County Nor Prepared for: Wellington Estates,LLC 12 Landslide Court Palmyra, VA 22963 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 16, 2014 Page 1 of 8 OSE/PE Report for: Construction Permit 1-1 Certificattot& etter l l Subdivision A..royal r� ;' ° +' 9:"1-A ppp dk :1 �� 8 t�F 't � � � to t N.,m.a'� G � : Property Location: �� 1 V%, . • ' 911 Address: t' City. Lot B Section Subdivision Wellindton Estates GPIN or Tax Map# 94-21N Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Wellington Estates, LLC Street: 12 Landslide Court City:Palmyra State VA Zip Code 22963 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 7/16/14 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Forms Soil Profile Sheets Survey Plat Soil Information Summary Sheets 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 54.1-402.11 I recommend that a(select one): construction permit certification letter subdivision approval 0 be(select one)issued Eg denied❑. �� 7/i 6/I Y OSE/PE Signature Lj Date Soil Profile Lot B A Rural Division of TM 94-21N Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group Primary Drain Field A 0-4 A Yellowish brown(10YR 5/8) clay loam 3 4-15 Bt Yellowish red(5YR 5/8) clay loam 3 15-36 C Strong brown(7.5YR 5/8) clay loam, quartz, with 25% 3 deeply weathered phyllite fragments 36- Cr 50%+weathered phyllite fragments B 0-5 A Light brownish gray(10YR 6/2)loam 2 5-12 E Light yellowish brown(2.5Y 6/4) silt loam 3 12-30 Bt Yellowish red(5YR 5/8) silty clay loam 3 30-48 BC Yellowish brown(10YR 5/8) silty clay loam,red 3 (2.5YR 5/8) silt loam with weathered phyllite fragments, white feldspar 48- Cr 50%+weathered phyllite fragments E 0-8 A Light brown(7.5YR 6/4) loam 2 8-30 Bt Yellowish red(5YR 5/8) silty clay loam 3 30-60 BC Red(10R 5/8) silty clay loam,yellow(10YR 7/8) clay loam 3 phyllite saprolite F 0-2 A Light brownish gray(10YR 6/2) loam 2 2-7 E Light yellowish brown(2.5Y 6/4) silt loam 3 7-24 Bt Yellowish red(5YR 5/8) silty clay loam 3 24-48 CB Pale brown(10YR 6/3) silt loam phyllite saprolite,red 3 (2.5YR 5/8) silty clay loam 48- - Quartz Reserve Drain Field C 0-3 A Light brownish gray(10YR 6/2) loam 2 3-9 E Light yellowish brown(2.5Y 6/4) silt loam 3 9-33 Bt Brownish yellow(10YR 6/8) silty clay loam 3 33-60 CB Yellowish brown(10YR 5/8) silt loam phyllite saprolite, 3 red (2.5YR 5/8) clay loam,white feldspar, gray(10YR 5/1) feldspar below 48" D 0-3 A Light brownish gray(10YR 6/2) loam 2 3-9 E Light yellowish brown(2.5Y 6/4) silt loam 3 9-30 Bt Strong brown(7.5YR 5/6) silty clay loam, quartz 3 30-42 Bt2 Red(2.5YR 5/8) silty clay loam, olive yellow 5Y 5/6) 3 mottles 42- - Quartz 12c Soil Profile Lot B A Rural Division of TM 94-21N Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group E 0-8 A Light brown(7.5YR 6/4) loam 2 8-30 Bt Yellowish red(5YR 5/8) silty clay loam 3 30-60 BC Red (10R 5/8) silty clay loam,yellow(10YR 7/8) clay loam 3 phyllite saprolite Page V of g Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/16/14 Submitted to Albemarle County Health Department Applicant Wellington Estates, LLC Telephone Number (434) 531 4849 Address 12 Landslide Court Palmyra, VA 22963 Owner same Address same Location Intersection of U.S. Route 250 and State Route 794 near Boyd Tavern Tax Map 94-21 N Subdivision Wellington Estates Block/Section Lot B SOIL INFORMATION SUMMARY ° p f'M Opt i ieL 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. 60"+ Min. 36" None 4. Depth to seasonal water table(gray mottling or gray color) X No 1 Yes inches c. Free water present X No Yes range in inches Soil percolation rate estimated iX Yes Texture group I II 0 IV i No Estimated rate 90 min/inch 7. Permeability test performed I Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 18" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. 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. 6. Proposed system too close to well. 7. Other Specify Near (attach additional pages if necessary) 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❑ primary and reserve area, g4ly the primary area, ❑ only the reserve area(check one)for Lot B —A Division of TM 94-21N(Property ID). Design Basis Total length of available area: 100' Total width of available area: 100' Estimated Perc.Rate: 90 at 18" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Grr_ vity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 718 _ Total trench bottom area required: 2872 Area Calculations Number of trenches 10 Length of trenches: 100 Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 84' Total trench bottom area provided: 3000 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 Page of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/16/14 Submitted to Albemarle County Health Department Applicant Wellington Estates, LLC Telephone Number (434) 531-4849 Address 12 Landslide Court Palmyra, VA 22963 Owner same Address same Location Intersection of U.S. Route 250 and State Route 794 near Boyd Tavern Tax Map 94-21 N Subdivision Wellington Estates Block/Section Lot B SOIL INFORMATION SUMMARY . r._ Dfittyv h t)/ 1. Position in landscape satisfactory? ,X Yes r No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. 60"+ Min. 42"+ None 4. Depth to seasonal water table (gray mottling or gray color) No X Yes inches 48" Free water resent (X p No r Yes range in inches Soil percolation rate estimated X Yes Texture group I II C) IV r No Estimated rate 90 min/inch 7. Permeability test performed r Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 18" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. 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. 6. Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) pp 7 oc 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 ❑ primary and reserve area, ❑ only the primary area, Ki ly the reserve area(check one)for Lot B —A Division of TM 94-21N(Property ID). Design Basis Total length of available area: 100' Total width of available area: 55' Estimated Perc. Rate: 90 at 18" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity_ 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 307 _ Total french bottom area required:_1228 irmero Area Calculations Number of trenches 6 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 48' Total trench bottom area provided: 1800 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 0 O I- Z z _O- a Wp Woa . 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( / r i; Y MW am 1 O>� 1 Elm am / /'/ / • • H />> _ W �6 �{ / �/ Q 9 m al) 2 1).° TR AMA• / > .* _ - oX �E LOCATION S E ZO/i �/ 2 .RI �m PQ/ _��Qp�/�.?,� �PPZL O�j%/PPG --�' 4//gyp il C) ,//,gyp _ o• I / o X98 - • .t,/ \ ` ` 0 cn O// 0 ~ c',f�• `\``` per// `ti�'0 ti N /p\O o w r+ ZO° -:-. / `� c09 1.-- p Z // J "O ��`�` // w = D. OV I `� / ►ZF-Q 3U)Q \ WXID LOW<U)�7 J � � \\ <t CD • � Y�R= (aJ I- y \\ - W • 0)a.0 U- -' Cl) O \\ o cn cr H d \\ !f-s) ° O �I�CC!)(0 I L3 cv \ N 1•-1---W ••O = 3 J-1 M<-1 mss• W (0 --J m 4 aka-) W V l.a \ \\ > ' H • �J� a CO I Ol 1�Q /�O W m CJ NW�<-0 W� ' \\ > w ° VNf7 I CD el s \\ Y 1. 0 MCI •':1'N U)m `�\\\\ I- •=mN� J° �aN III ° • • tip \\ I H Z CO ' LO U3 ci ZZ =O THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, LOT A AND LOT B, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S), PROPRIETORS, AND /OR TRUSTEES,IF ANY. .N' FOR: WELLINGTON ESTATES,LLC CITY /COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2014. BY FOR: WELLINGTON ESTATES,LLC NOTARY PUBLIC MY COMMISSION EXPIRES : APPROVED FOR RECORDATION : AGENT FOR THE BOARD OF SUPERVISORS DATE NOTARY SEAL 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. PROPERTIES ZONED RA (ENTRANCE CORRIDOR). B. T.M.94 -21N CONTAINS 5 DEVELOPMENT RIGHTS ACCORDING TO LETTERS FROM JOHN SHEPHERD, MANAGER OF ZONING ADMINISTRATION,DATED APRIL 13,2006 AND FROM FRANCIS A.MACCALL, PRINCIPAL PLANNER, DATED OCTOBER 3,2013. C. LOT A IS ASSIGNED THREE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN DIVIDED THEY SHALL NOT TOTAL MORE THAN 26.10 ACRES AND SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES. D. LOT B IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN DIVIDED THEY SHALL NOT TOTAL MORE THAN 4.90 ACRES AND SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES E. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE,LOT A & LOT B, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECT.ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING_ ORDINANCE. F. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. G. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. H. SETBACK REQUIREMENTS: FRONT= 75'(ALONG U.S.ROUTE 250 & STATE ROUTE 794) SIDES= 25' AND REAR = 35' I. THE APPROXIMATE LOCATIONS OF THE STREAMS AND STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. GL W., O� 836 FOR REVIEW BRIAN S. RAY Lic. No. 002281 M i Y J VICINITY MAP SCALE: 1" = 2000' + /- NOTES: I. OWNER(S),ADDRESS & LEGAL REFERENCES: T.M.94 -21N & T.M.94 -21N1 WELLINGTON ESTATES,LLC 12 LANDSLIDE COURT PALMYRA,VIRGINIA 22963 D.B.4423 -567 D.B.1548 -21 & 22 PLAT D.B.1373 -412 PLAT 2. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. MSITEM 616 an 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 THESE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS. 4. TOTAL ACREAGE BEFORE THIS RURAL DIVISION: T.M.94 -21N & 21N1= 100.11 ACRES 5. THIS PROPERTY SUBJECT TO THE FOLLLOWING: A. EASEMENTS TO CENTRAL VIRGINIA ELECTRIC COOPERATIVE(D.B.2091 -555 & D.B.2652 -662). B. EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY INSOFAR AS IT MAY APPLY(D.B.279 -373). C. STORMWATER MANAGEMENT /BMP FACILITIES MAINTENANCE AGREEMENT INSOFAR AS IT MAY APPLY(D.B.1548 -24). 6. 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. A% p e �k RURAL SUBDIVISION PLAT LOT A AND LOT B LOT A IS COMPRISED OF T.M.94- 21N1(WELL LOT) AND A PORTION OF T.M.94 -21N LOT B IS A PORTION OF T.M.94 -21N THE PROPERTIES OF WELLINGTON ESTATES,LLC LOCATED ON U.S.ROUTE 250(RICHMOND ROAD)AND STATE ROUTE 794(THREE CHOPT ROAD) NEAR BOYD TAVERN SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE: 1" =200' DATE: JULY 8,2014 FOR GREGORY L.WELLS ROGER W. RAY .& ASSOC . , INC . 1717 -1B ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 TELEPHONE: (434) 293 -3195 SHEET 1 OF 2 14137A IS DENOTES IRON SET U IL 0 r a cc 0 z 0 H Cr 0 T.M.94 -21K WILLIAM H.DORSEY LAND TRUST D.B.1134 -142 D.B.24B6 -104 PLAT D.B.870 -658 PLAT 9 IRON FOUND 25'NON- EXCLUSIVE EASEMENT (0.8.658 -483 & D, B. 1373 -412 PLAT) � � r;h 0�4� -� �� T.M.94 -12F is RICHARD . S\ RICHARD G.CARTER & PEGGY W.CARTER 01 IS \ D.B.2952- 393,397 PLAT CPS ' IRON x r r, 9� \0 \ r-UUND ,� IS \ �6`6.,�, \ \`Sc9, `\ STATE ROUTE 794 50.00' % \ \F `� (30'PRESCRIPTIVE EASEMENT) POLE ' \ THREE CHOPT ROAD 180.00 410p �� R =2359.50 \ \ ; L 153.64' r\`�� T =76.85 ' PO IRON /��' C = 153.62' FOUND ,;;'� CB =S39 °21'54 "E TEL.- ' 15'ACCESS PED. IS EASEMENT GRAVEL. (D . B . 3156 -1.80, u ENTRANCE 185 & 186 PLAY - - ' FLAG 0 P POSED i -8. , 000 0a 1d 5 ?i fL SEPTIC '� 0 0 2 (0 DRAAREAELD— ,/ i ?'Oyy FLAG T . M . 94 -21N 1 FLAG WELL LOT 1 -A FLAG r 4 -F FLAG 1 -D �9.0 :.WELL •• ED. 4 -E . POW i �. 4 ` ®T TRANS. 2 ti �o � e�FF Tel QTR 40 CgT Fq 4�1 FS / ° eL'�FF9 STREAM FOUNO is � r r n ' / C ' C r u i n ' ti r / 2 r ,Z r / / / IRON r� \ FOUND \ AT 27.25' T.M.94 -31A 3 CHARLES DEE MYER & DONNA MARIE KNOELL D . B . 2713 -690, 694 PLAT T. M. 94 -32 K LINDSAY K.JOHNSON ESTATE FENCE W•B.128 -569 D.B.4223 -563 PLAT -IRON' FOUND a '{ T . M . 94 -25A3 LOT 3, PHASE ONE N KESWICK FARMS MATTHEW J.BASSIGNANI & ALAN W.HIGGINS D.B.2051 -643 D.B.1607 -148 THRU 150 PLAT -- N 17 '43 ' 27 "E 2ti m T . M . 94 -25A4 150.00' ��. ' 2� d LOT 4, PHASE ONE �\, ai KESWICK FARMS S QQ' G m CARLTON R. BROOKS, JR. gbe QPQ ° & HEIDI C.BROOKS a Q D.B.1816 -418 D.B.1607 -148 THRU 150 PLAT IRON FOUND .'IS r___ r -ad / nvfield / FLAG FLAG / 3 -C it ` i 3 -B ° IRON ' a use FOUND / FLAG `` FLAG PROPOSE ��., 3-0 FLAG FLAG 3-A SEPT' 2 25' NON- EXCLUSIVE EASEMENT Si 3 -E 3 -F DRAIINNEFI LD (D.B.658 -483 & D.B.1373 -412 PLAT) / d, C� �r I 4 vV ek ' • 9q 'moo a m LOT B 22 i 15' WATERLINE \1 i \ 53.01 ACRES MENT i o w EASE � (D . B . 583 -45) \\ O , VALVE r19�\9�g0J Z Ln IRON FOUND \\ A r 9y\\q,9 .0 \ \p N70 ° 16 , VALVE,v, T.M.94 -25AA LOT 7, PHASE TWO KESWICK FARMS \\ KENNETH B.GOFF & SUSAN H.GOFF \ D.B.1940 -670 D.B.1890- 411THRU 416 PLAT TRAIL GRAPHIC SCALE 1" =200' 0 200 400 600 10 W � m 0 0 � o Cn T.M.94 -25A6 LOT 6, PHASE ONE 1� DENNIS M NET S gc? & JULIE KAY MINETOS �'6 • D.B. 1906 -135 D.B.1607 -148 THRU 150 PLAT �2 cn is L0 �, Scale V= 200' Soil Profile Dole House and Drain Field Sites Lots A and B A Division of TM 94 -21N Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 HEALTH DEPARTMENT COPY NOT FOR RECORDATION 2� FOR REVIEW / SCALE: 1" = 200' PIPE DATE: JULY B. 2014 FOUND ROGER W.RAY & ASSOC., INC. 1717 -1B ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 TELEPHONE: (434) 293 -3195 SHEET 2 OF 2 14137AI