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HomeMy WebLinkAboutSUB201300127 Approval - Agencies 2013-09-09 I S4,b 0" e ,,. v...., 0, 11 i#.,I-1 'a I COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health / Health ll 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 11,2013 Ellie Carter Ray, Senior Planner 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 118 Parcel 27B located in Albemarle County,Virginia. Dear Ms. Ray: On September 11,2013,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: Stephen P.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. S 9,(44---‘• J ,4,-=-, is T. Davis Environmental Health Specialist, Sr. `�GFA Air illy Ilc. f J © �RGiw- COUNTY OF ALBEMARLE _ c-1-I( o Rely C c Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 9/11/2013 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive I `t Charlottesville, VA 22906 �� Regarding: Project Name: SUB 2013-00127 Dawson Farm—Rural Subdivision Plat Date Submitted: 9/9/13 Dear Ms. Batten: The County of Albemarle has received an application to develop/subdivide Tax Map 118 Parcel 27B. 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, Li- 0. 2a@ Ellie Carter Ray, PLA, 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 John Y. Gooch, P.E. OOC/G Steve Gooch, C.P.G./A.O.S.E. jyg @gooch-eng.com spg @gooch-eng.com Matthew P. Gooch, P.E. rig l n �l Phone (434) 293-7449 mpg @gooch-eng.com eStlYLg, IYLC_ Fax (434) 293-5137 1821 Broadway Street Charlottesville, Virginia 22902 www.gooch-eng.com August 22, 2013 r. 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 Lot A and Residue A Division of Tax Map 118-27E 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, Gooch Engineering and Testing, Inc. Steve Gooch Encl. Commonwealth of Vir only Application for Subdivision Review (Page 1 of 2 to be filled out by the Owner or Agent) Owner Riley Carroll Jr.c/o Edwards Living Trust Phone (434)823-2203 Mailing Address 4613 Green Creek Road Phone Schulyer,Virginia 22969 Fax Developer/Agent Gooch Engineering and Testing Phone (434)293-7449 Mailing Address 1821 Broadway Street Phone Charlottesville,Virginia 22902 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 1821 Broadway Street Phone Charlottesville,Virginia 22902 Fax Directions to Property: From Charlottesville Rt.20 South,right on Rt 708,left on Rt.717,slight right on Rt.630 to property on right at intersection with Appleberry Lane Name of Proposed Subdivision Tax Map I18-27E Other Property Identification Dimension/Acreage of Property 47.9 Ac. Number of lots proposed 2 Proposed water source(note: new or existing,public or individual) new,individual General size of lots 11 Ac.and 36.9Ac. (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. 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. / r/Z-7 j �. /lam 1 ( `-'117 Signatu - of Owner/Agent Date Commonwealth of Virginia VDHUseOnly Health Department ID# 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) Name and title of requestor Date OSE Form F Revised 7/02/09 Soils Study for Drain Field Sites Lot A and Residue A Division of Tax Map 118-27E Albemarle County Prepared for: Edwards Living Trust Charles R. Edwards and Mary D. Edwards TTEE 4613 Green Creek Road Schuyler, Virginia 22969 Prepared by: Gooch Engineering & Testing, Inc. 1821 Broadway Street Charlottesville, VA 22902 August 22, 2013 Ap 0 roved Page 1 of 5 OSE/PE Report for: Now I Construction Permit Certification Letter I Subdivision Approval I Property Location: 911 Address: City: Lot A Section Subdivision GPIN or Tax Map# 118-27E Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Edwards Living Trust, Charles R. Edwards and Mary D. Edwards TTEE street: 4613 Green Creek Road City:Schulyler State Virginia Zip Code 22969 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# `'"' Address City State Zip Code Date of Report 8/22/13 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 Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet 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. isThe work attached to this cover page has been conducted under a mp' th r is i ,s• i a t exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permits certific on 1 e s • si a,;,,s 1 51P 4 be(select one)issued Q denied❑. a; : OSE/PE Signature ( ,L)€. Date Fin/13 Soil Profile Lot A A Division of Tax Map 118-27E Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Brown(7.5YR 4/3) clay loam 3 4-32 Bt Red(10R 4/6) silty clay loam 3 32-72 C Brownish yellow(10YR 6/6) loam with weathered schist 2 fragments 2 0-3 A Brown (7.5YR 4/3) clay loam 3 3-27 Bt Red(10R 4/6) silty clay loam 3 27-48 C Brownish yellow(10YR 6/6) loam with weathered schist 2 fragments 48- Cr 50%+weathered schist fragments 3 0-4 A Brown(7.5YR 4/3) clay loam 3 4-24 Bt Light reddish brown(5YR 5/4) loam with weathered schist 2 fragments 24-36 C Reddish brown(5YR 5/4) loam with weathered schist 2 fragments 36- Cr 50%+weathered schist fragments 4 0-3 A Brown(7.5YR 4/3) clay loam 3 3-30 Bt Red(10R 4/6) silty clay loam 3 30-72 C Yellowish red(5yR 5/8) sandy loam 2 5 0-8 A Light brown(7.5YR 6/4) clay loam 3 8-31 Bt Light reddish brown(5YR 5/4) loam with weathered schist 2 fragments 31-72 BC Red (10R 5/8) silty clay loam and strong brown(7.5YR 5/8)3 sandy loam 6 0-3 A Brown(7.5YR 4/3) clay loam 3 3-26 Bt Red(10R 4/6) silty clay loam 3 26-38 C Brownish yellow(10YR 6/6) loam with weathered schist 2 fragments 38- Cr 50%+weathered schist fragments Page 3 of y Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/12/13 Submitted to Albemarle County Health Department Applicant Edwards Living Trust Telephone Number (434) 831-2203 Address 4613 Green Creek Road Schuyler, Virginia 22969 Owner Riley Vernon Carroll, Jr. Address 4742 Green Creek Road Schuyler, Virginia 22969 Location Intersection of Green Creek Road and Appleberry Lane Tax Map 118-27E Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes E No Describe side slope 2. Slope 22 % 3. Depth to rock or impervious strata: Max. 72"+ Min. 36" None 4. Depth to seasonal water table (gray mottling or gray color) fx No [— Yes inches 1. Free water present Ix No r Yes range in inches 6. Soil percolation rate estimated fx Yes Texture group I II III IV r No Estimated rate 75 min/inch 7. Permeability test performed f— Yes fx No If yes, note type of test performed and attach fx Site Approved: Drainfield to be placed at 24.,,, depth at site designated on permit. I— Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. f Rates of absorption too slow. 5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. E Proposed system too close to well. 7. I" Other Specify (attach additional pages if necessary) PQ-- 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 e"primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for_Lot A—A Division of TM 118-27E(Property ID). Design Basis Total length of available area: 100' Total width of available area: 100' Estimated Pere. Rate: 75 at 24" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi 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: 255 Total trench bottom area required: 2040 Area Calculations Number of trenches 8 Length of trenches:_100' Width of trenches: 3' Center to center spacing: 11' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 91' Total trench bottom area provided: 2400 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 L18 S83°56'41 "E 49. 25 ' L39 N78°20'56"E 58. 18 ' L19 S52 051 ' 11 "E 39.00' L40 S78°32'04"E 38.83 ' L20 S64 017125"E 73. 88' L41 N82°47'46"E 68.02 ' TM 118-27D L42 , S86°37' 18"E 117.40' Thomas Oliver, et al. L43 N78°49'25"E 52.32 ' fig A DB 1803-513 r. N..+ _ / DB 2155-10 �4y�'' ��� ,,<(/ j Boundary along creek - N: 3831053.50 / ".<04) (12)\/ \ Str o.p suffer - B �E: 11434656.82 0 o��. o° — -- -Tm- L18- 27` ' -` °�wa7, N: 3830975.:6 / Riley Vernon artha Carroll Jr. �� 1 �/0ng °re 1143533..74 DB 661-72 / / - -- "C 8952'.SZ'_l_ DB 661-74 Plat c / '-'` .-0-' 104),0' DB 689-51 Plat :, Lot A 2-00'>c19-0'-7 393.22' '4% DB 2155-18 Plat ^�°� , Building fte Area=47.9Ac± Area=11.000 Ac. 09 A� — Lot A 11.000 Ac. /� { , �u� t t 11 1,%,11 ` gyp 0� ci, / Drain field " �n u ',t> r �{ 4. of ,iu, , ', Tm 118-30B ,), Residue=36.9± Ac. // Fro. ' N: 3830453.0 1 IS/ �� 4�6 �o Riley Vernon Carroll Jr. 48 Martha D. Carroll E: 11434437,190 ` 0 4g %�/ N DB 715-355 r-�I \,? �� ,- , ,,1' -,, ,i DB 689-51 Plat ti (6 �> .. .;,- 5 0 N N19°43'51"W 4 fig' 00 ., �- / ,� N: 3830192.48 \ 85.61' fro v E: 11435126.95 `a� " /� c) Ph @ 4.18' NW (1.�( �� �' d G' TM 118-27C , 4416...--- r` ` � /' Riley Carroll Jr. g o \\� <\ Ss8 Martha D. Carroll o�DB 611-455 0' Easement \\\\ (�O \� 2�2>>. DB 611-457 Plat c'o B 689-51 F '6 homas 'L � \ 200'x190' Drain,, �r ��)/ A>°_�' \ Q'uildiag Site/ co ��� �' 317 as G�3'' k d ?;i,r.� X21 NM / .' � a/ > �Q � flkLTHO 'Prri_>---rorawl,r0, '''',,k-q,\Q\791, \7'.-,, ‘,K, '",,,(4/,,,/,,,`\:: •0- (2, N o - ' �n i �` � P.TIMOTHY STANLEY,JR D r F --q6 ,11 t_.1 rr �, a ` `� a se Sty , DIVISION OF Mary Holmes Estate ���0,N�► Lic. No. 2862 DB 177-533 .<00 l9 0 PROPERTY NO �° S R�� DIST BEARING L 1 57.37'.:.., 827°31 :02: W 3EMARLE COUNTY, VIRGINIA - AUGUST 15, 2013 Scale 1"=300' ' '_ ,.:"` 4 i I ''' Ai NO : l 'INC '18-27 Cl House, Well . , • ) �■It S 2 ° 4„JW PLC C3 Lot A G, .° a., :'' W r 841°01 '31 " W P' VNINC A Division of Tax Map 118-27E • . 963-0154 Albemarle County D 900 Gooch Engineering & Testing, Inc. Sheet 2 of 2 1821 Broadway Street Charlottesville, Virginia 22902 Page 1 of 5 OSE/PE Report for: Atoir Construction Permit n Certification Letter _ Subdivision Approval ✓ Property Location: 911 Address: City: Lot Residue Section Subdivision GPIN or Tax Map# 118-27E Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Edwards Living Trust, Charles R. Edwards and Mary D. Edwards TTEE Street: 4613 Green Creek Road City:Schulyler State Virginia Zip Code 22969 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# Address City State Zip Code Date of Report 8/22/13 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 Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet 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 exe r Mil 1 to c e e et fic y exemption in Code of Virginia Section 54.1-402.11 K_ r I recommend that a(select one): construction permit❑ certification etter W .` dt s 4Wapgbrov be(select one)issued Q denied❑. OSE/PE Signature G,1-0. •42- Date 7/ 7-2/(3 Pa,c_ zv4-Soil Profile Residue A Division of Tax Map 118-27B Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 7 0-4 A Brown(7.5YR 5/3) clay loam 3 4-26 Bt Red(2.5YR 5/8)clay loam 3 26-72 C Strong brown(7.5YR 5/8) loam 2 8 0-4 A Brown(7.5YR 4/2)clay loam 3 4-39 Bt Red(2.5YR 5/8) clay loam 3 39-48 BC Red(2.5YR 5/8) and yellow(10YR 7/8)loam 2 48-72 C Yellowish brown(10YR 5/6) sandy loam 2 9 0-5 A Brown(7.5YR 5/3)clay loam 3 5-36 Bt Red(2.5YR 5/8) clay loam 3 36-82 Bt2 Light red(2.5YR 6/6) clay loam 3 10 0-6 A Brown(7.5YR 5/3) clay loam 3 6-30 Bt Red(2.5YR 5/8) clay loam 3 30-72 CB Light reddish brown(5YR 6/4)Ioam with seams of red 2 (2.5YR 5/8) clay loam 11 0-6 A Brown(7.5YR 5/3)clay loam 3 6-29 Bt Red(2.5YR 5/8)clay loam 3 29-43 BC Yellowish red(5YR 5/8)clay loam 3 43-72 C Reddish yellow(7.5YR 6/8) sandy loam 2 Page 3 of C Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/12/13 Submitted to Albemarle County Health Department Applicant Edwards Living Trust Telephone Number (434) 831-2203 Address 4613 Green Creek Road Schuyler,Virginia 22969 Owner Riley Vernon Carroll, Jr. Address 4742 Green Creek Road Schuyler, Virginia 22969 Location Intersection of Green Creek Road and Appleberry Lane Tax Map 118-27E Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? JX Yes 1-' No Describe side slope 2. Slope 6 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) IX No r Yes inches 5. Free water present IX No I— Yes range in inches 6. Soil percolation rate estimated Ix Yes Texture group I II CI IV I— No Estimated rate 55 min/inch 7. Permeability test performed I Yes IX No If yes, note type of test performed and attach r Site Approved: Drainfield to be placed at 48" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1- I` Position in landscape subject to flooding or periodic saturation. 2. I— 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. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. f Proposed system too close to well. 7. I— Other Specify (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 theiE<imary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for_Residue—A Division of TM 118-27E(Property ID). Design Basis Total length of available area: 100' Total width of available area: 100' Estimated Pero.Rate: 55 at 48" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi 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: 412 Total trench bottom area required: _3296 Area Calculations Number of trenches 12 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 102' Total trench bottom area provided: 3600 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 L I / JJ I 9- 1 CU L e.o.JJ r� L39 L18 S83°56'41 "E 49.25 ' f�`)c- L39 L19 S52°51 ' 11 "E 39.00' U '` L41 L20 IS64°17125"E 73. 88 ' L42 TM 118-29 TM 118-27D L43 James &Linda Wakefield A Thomas Oliver, et al. DB 1803-513 Nil low DB 1133-614 - / DB 2155-10 ,/ Boundary along g creek N: 3831 r1, / \ 7- Strea - - - _ _ E: 1143' I SS �<\�c o/ m Buffer 187E B' �o?"�Qar `' Riley Vernon Carroll Jr. _N_ - i a i N38°50'01"E / Martha D. Carroll / 64.94' DB 661-72 / / X /�1B95Z'0r/V_ DB 661-74, Plat A , /�3S0;� N48;'27'062 ' �� DB 689-51 Plat Lot A 5 9' 393.22' 4' DB 2155-18 Plat .''' � �°Q, Area=47.9Ac± co Area=11.000 A 6'0 <o - Lot A 11.000 Ac. Residue=-36.9± Ac. / / Drain field Tm 118-30Bil 476 , Riley Vernon Carroll Jr. N: 3830453.0' IS/ / q-8 \ Martha D. Carroll ,> E: 1143443760 0. , 49 DB 715-355 ' o,„»,,a�, .- n.:'- "' \ DB 689-51 Plat `L r6 ,�' \_,m> r \ „'So / , N6 Z. ,2S N19°43'51"W ' o� g/ 0>> \ 85.61' , ) P E @ 4.18' '� � 1 � r°<1 , TM 118-27C � \ /' Riley Carroll Jr. Martha D. Carroll S�8° DB 611-455 30'DB 689 51 Easement \� 9'�o• \ s� 727 DB 611-457 Plat �' TM 118-34 \�� Drain-, G���� Susan J. Thomas ti� \\ 200'x190' field �> �� 5.4 ing Site `ti Tony D. Thomas ,,,posed ' r�s \G `_ / Oi 0 � IiC DB 2646-317 o „ ��,ho/ �S 6� KO !I ry y ��. s p Q *- i,i Dcc ?I r / 11S9 Rey q , PLAT SHOWING RURAL SUBDIVISION OF � `� � \��1 • ' p�'►-#�c-�� Mary Holmes Estate -1, N`L TAX MAP 118 PARCEL 27E DB 177-533 e THE CARR OLL, PROPERTY NO DIST BEARING Li 57.37' 527°a1 ' n2" w SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA S le "=301' Soil Pro file ole SCALE: 1" = 300' DATE: AUGUST 15, 2013 `- l 1 i h' r.;ri - A es'' 1180027E.dwg Folder Tm 118-27 _ , u � ,~ ` n ,, STANLEY LAND SURVEYS, PLC es ,,, ,, ,' ,, LAND SURVEYING-LAND PLANNING A Di '°'sio of Tax Map 118-27E **..• P.O. BOX 154, PALMYRA, VA. 22963-0154 Albemarle County g Testing, - Is Gooch Engineering & Testin Inc. PHONE: (434) 589-8395 g � 1821 Broadway Street im Charlottesville, Virginia 22902 , The and regulations listed/described herein 117:, are imposed pursuant to the Albemarle County The Virginia state plane coordinates plac Code in effect this date, and are not restrictive on this plat are pursuant to Section covenants running with the land and their 14-303.s of the Albemarle County Code ne appearance on this plat is not intended to are not to used to reestablish the proper impose them as such. corners. Locations shown are estimated A-4V be within ±one meter. ("77) ' 1. Source of title: DB 661-72 2. This parcel is in Zone "X" as shown on r`, F.I.R.M. 51003C0500D. e. max- 3. This parcel is zoned RA. ( -„-:-;.-kr ' 4. Parcel is assigned _ Development Designated Agent for Albemarle County "-Datcw!- '.' ' Rights and may/may not be further divided. The Board of Supervisors residue of Tax Map/Parcel shall retain Development Rights and when further "'- I.';,. divided shall not consume more than a <„:4101sti cres. 5. The stream buffer(s) shown hereon shall be managed in accordance with the Albemarle VDOT County Water Protection Ordinance 6. The minimum building setbacks are: 75' from external public road easements, 25' from internal public/private roads, 25' from side property lines, and 35' from rear property line. STATEMENT OF TITLE 7. The septic setback is 100' from all streams. The land shown was obtained by Riley and 8. Lot A and the residue of Tax Map 118 Parcel Martha Carroll, as recorded in Deed Book 661 27E each contain a building site that complies Page 72, and to the best of my knowledge with section 4.2.1 of the Albemarle County meets all the requirements regarding the Zoning Ordinance. platting of subdivisions. 9. The property is in the Green Creek Watershed. It is not in an agricultural-forestal district. 10.Contours for drainfields are based on assumed elevations. 11. There are no known graves, objects, or P. Timothy Stanley Jr. , structures marking a place of burial on the property. OWNER'S APPROVAL The division of the land described is with the Green Creek-- free consent of and in accordance with the - --desires of the undersigned owner, trustees, or Trail /' proprietors. Any reference to future potential development is to be deemed as theoretical \ / only. All statements affixed to this plat are -' �o\� / o true and correct to the best of my knowledge. 4o0� /Q Riley Vernon Carroll Jr. / c� i, zr c Martha D. Carroll Site STATE OF: CITY/COUNTY OF: to-wit: 41°P ' The foregoing was acknowledged before me by Riley Vernon Carroll Jr. and Martha D. Carroll Apple Berry Ln. this day of , 2013. Vicinity Map 1"=2000' Notary Public My commission expires: Registration Number: O ? P.TIMOTHY STANLEY,JR PLAT SHOWING RURAL SUBDIVISION OF Tic. No. 2862 TAX MAP 118 PARCEL 27E l 4Z- -1�� �O THE CARR OLL PROPERTY SURNF SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 300' DATE: AUGUST 15, 2013 1180027E.dwg Folder Tm 118-27 STANLEY LAND SURVEYS, PLC LAND SURVEYING-LAND PLANNING P.O. BOX 154, PALMYRA, VA. 22963-0154 PHONE: (434) 589-8395 Sheet 1 of 2 NOTES: LEGEND 1.The boundary survey for Lot A is based on a current field survey. IS Iron Rod Set The boundary lines of the residue of parcel 27E is based on a PF Iron Pipe Found 6; , composite of recorded plats and does not represent a current field survey. ta , 2.This Plat has been prepared without benefit of a current title ��:.; report and does not therefore necessarily indicate all encumbrances ,. on the property. It is therefore subject to easements, restrictions, conditions and reservations contained in duly recorded deeds, plats and other instruments constituting constructive notice in thef,. chain of title to this property which have not expired by limitation IL; arr=a of time contained therein or have not otherwise become ineffective. COURSE ALONG CREEK FR . .. C COURSE ALONG CREEK FROM A TO B Course Bearing once Course Bearing Distance L21 N88°11 '08" �8.4,C',� 00 L22 S53°02' 11 " "44"" i L1 S63°22'23"E 37.75' L23 N84°42' 1 l'_mmirA' o L2 S37°48'15"E 28. 11 ' L24 S50°12'24, .49' N L3 N41 °12'41 "E 20.56' '''-b=w 0 m L25 S82°14' 18"E 27. ""3' CD o L4 S82°12'38"E 63.57' L26 S82°40'20"E 7.05' L5 S83°20' 11 "E 70.24' L27 N59°13 '01 "E 8.70' ► .- \ , L6 S65°33'23"E 42.80' L28 S42°33'26"E 40.98' b ° z L7 S73°20' 15"E 194.99' L29 N83°52'01 "E 9. 16' 8 L8 S74°53'25"E 62.85' L30 S10°25 ' 13"E 27.35' j L9 S83°56'42"E 77.95' L31 S86°29' 10"E 10.54' 6'� L10 N89°45' 19"E 133.02' EE L32 S14 °46' 18"W 16.89' L11 S72°06' 12"E 35.91 ' L33 S79°28' 19"E 29.73' L12 S88°57'36"E 90.68' L34 S10°23 '42"W 8.40' L13 N80°29'34"E 87.87' L35 S66°01 '22"E 37.77' L14 N85°26'25"E 207.47' L36 S44°35'08"E 20.63' L15 S27°01 ' 15"E 1 .57' L37 S77°25'51 "E 23.03' L16 S34°41 '21 "E 46.87' L38 S79°38' 10"E 89.66' L17 S57°41 '20"E 26.55' L39 N78°20'56"E 58. 18' L18 S83°56'41 "E 49.25' L40 S78°32'04"E 38.83' L19 S52°51 ' 11 "E 39.00' L41 N82°47'46"E 68.02' L20 S64°17'25"E 73.88' L42 S86°37' 18"E 117.40' TM 118-27D TM 118-29 Thomas Oliver, et al. L43 N78°49'25"E 52.32' James &Linda Wakefield A DB 1803-513 DB 1133-614 _ J DB 2155-10 Boundary along creek N: 3831053.50 i \ 7- Stre _ - - - E: 11434656.82 a SS '( \/ o m Buffer along c 118-27E'ek B �o;nQar N: 3830975.:6 .o, 9 Riley Vernon Carroll Jr. - , - along E. 1143533..74 I N38°50'01"E ' , Martha D. Carroll i - c�eek 64.94' DB 661-72 I i - C /_NB��Z'IlZ'�LV_ DB 661-74 Plat ,14,,..,3,,370;__ 0_0.0' N40,27'06; �\ DB 689-51 Plat Li 2-001-x1 9-O'- - -- . 393.22' '4' DB 2155-18 Plat .�°' Lot A t 5 ' Building Ste cc� '� Area=11.000 Ac. A 0 Area=47.9Acfo) ,tir R I`1 ';: -: c - Lot A 11.000 Ac. l 60 �.. (1, / Drain field s °�. ,ik9frr,P 4 << , ,r, ,H, \ _ . . _ ___ .A;, 4 Residue=36.9± Ac. /I 47 6 Scale 1"=300' Soil Profile Hole . • _ oil Jr. � N: 3830453.01 I Si i 48 .�•! /� �O o R c\i E: 11434437 00 49 7/, House, Well and Drain Field Sites ; :� >te`+ ��'^, '1 o ,, o ,' Lot A and Residue o e?.�\ °' r A Division of Tax Map 118-27E ti62s L�\' Albemarle County W,. `� 9g ,,-\' o ,, ---,/ „ N: 3830192.48 Gooch Engineering & Testing, Inc. .',,> , ', ���<0\�� PE @ 4.18' NW E: 11435126.95 1821 Broadway Street ,, �� TM 118-27C oa, Charlottesville, Virginia 22902 Riley Carroll Jr. �' < < Martha D. Carroll \c, O SSB; DB 611-455 'Qi 30' Easement \\\\ �5- \4 121 F DO 611-457 Plat ��� DB 689-51 ,6, oo TM 118-34 \vC�,\ 200'x190' fDield�\�> C;\ kcP Susan J. Thomas //,_Y7. Diu0 i ,9 Site/ co •,/,,t-\,, L T H Tony D. Thomas r*to1 ,3d +�1 sd,s, 0080 t / 7,;� ocv ) �0 �� �P OF DB 2646-317 ' cal i c r P.TIMOTHY STANLEY,JR -■G p PLAT SHOWING RURAL SUBDIVISION OF Lic. No. 2862 Mary Holmes Estate `L N`L TAX MAP 118 PARCEL 27E DB 177-533 \�0 //l/ 0 THE CARROLL PROPERTY NO DIST BEARING SU R\ic Li 57.37' S27°31'02" W SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA L2 47.37' S31020'24" W SCALE: 1" = 300' DATE: AUGUST 15, 2013 NO RAD TAN ARC DELTA CHORD CH.BEARING 1180027E.dwg Folder Tm 118-27 Cl 772.21' 49. 10' 98.07' 7°16'37" 98.01' S23°52'44" W 1 C2 561.32' 80.04' 159.02' 16°13'53" 158.49' S39°27' 18" W STANLEY LAND SURVEYS, PLC C3 415.66' 70.94' 140.53' 19°22' 17" 139.86' S41°01'31 " W LAND SURVEYING-LAND PLANNING 300 0 300 600 900 P.O. BOX 154, PALMYRA, VA. 22963-0154 PHONE: (434) 589-8395 Sheet 2 of 2