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HomeMy WebLinkAboutSUB201400055 Approval - Agencies Q vI � ,"\ I II � f°7` COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health 1138 Rose Hill Drive GREENECOUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 April 30,2014 J.T.Newberry,Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Nat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 7 Parcel 66A located in Albemarle County,Virginia. Dear Mr.Newberry: On April 2,2014,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; 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, Travis T.Davis Environmental Health Specialist, Sr. IRGIZ� 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: 04/2/2014 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB 2014 -00055 Richard McGlothlin — Final Subdivision Date Submitted: 4/1/14 Dear Ms. Batten: The County of Albemarle has received application to develop /subdivide Tax Map 7, Parcel 66A. 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, J.T. Newberry, Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 j newbeLakalbemarle. org (434)296 -5832, ext. 3270 (phone) (434)972 -4126 (fax) Soils Study for Drain Field Sites Lots 1 and 2 A Division of Tax Map 7-66A The Davis Living Trust Property Albemarle County Prepared for: Richard McGlothlin 7268 Free Union Road Free Union,Virginia 22940 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 March 31, 2014 Page 1 of 5 OSE/PE Report for: Construction Permit I I Certification Letter n Subdivision Approval 171 Property Location: 911 Address: 7268 Free Union Road City: Lot 1 Section Subdivision Davis Property GPIN or Tax Map# 7-66A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Richard McGlothlin Street: 7268 Free Union Road City:Free Union state Virginia Zip Code 22940 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 3/31/14 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 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 VACS-610),the Private Well Regulations(12 VACS-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. I I 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 be(select one)issued g denied❑. OSE/PE Signature Date 3/3///Y j240)a Z vim' Soil Profile Reserve Drain Field Lot 1 A Division of Tax Map 7 Parcel 66A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 11 0-12 A Strong brown(7.5YR 4/6) clay loam 3 12-45 Bt Light red(10R 6/8) silty clay loam 3 45-84 Cl Yellowish brown(10YR 5/8) sandy loam 2 84-120 C2 Light olive brown(2.5Y 5/4) sandy loam 2 12 0-6 A Dark gray(10YR 4/1) clay loam 3 6-36 Bt Red(10R 4/8) silty clay loam 3 36-90 Cl Yellowish brown(10YR 5/8) sandy loam 2 90-120 C2 Light olive brown(2.5Y 5/4) sandy loam 2 13 0-7 A Dark gray(10YR 4/1) clay loam 3 7-34 Bt Red(10R 4/8) silty clay loam 3 34-120 Cl Yellowish brown(10YR 5/8) sandy loam 2 14 0-10 A Strong brown(7.5YR 4/6) clay loam 3 10-48 Bt Red(10R 4/8) silty clay loam 3 48-60 BC Light red(2.5YR 6/8) clay loam 3 60-120 C Yellowish brown(10YR 5/8) sandy loam 2 %"'` 15 0-10 A Strong brown(7.5YR 4/6) clay loam 3 10-34 Bt Red(10R 4/8) silty clay loam 3 34-54 BC Red(10R 4/8) silty clay loam and yellowish brown 3 (10YR 5/8) sandy loam 54-120 C Yellowish brown(10YR 5/8) sandy loam 2 Note: Area investigated will support 2 pads for 5 bedroom house Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 3/29/14 Submitted to Albemarle County Health Department Applicant Richard McGlothlin Telephone Number (434)823-4383 Address 7268 Free Union Road Free Union,Virginia 22940 Owner Davis Living Trust Address 2942 Boonesville Road Free Union,Virginia 22940 Location 7268 Free Union Road Tax Map 7-66A Subdivision Davis Property Block/Section Lot 1 SOIL INFORMATION SUMMARY - (l� Dream . M•t(S 1. Position in landscape satisfactory? X Yes I___. No Describe crest of ridge 2. Slope 1 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) IX No I Yes inches 5. Free water present IX No Yes range in inches Soil percolation rate estimated X Yes Texture group I II III IV No Estimated rate 45 min/inch 7. Permeability test performed Yes rx No If yes, note type of test performed and attach IR Site Approved: Drainfield to be placed at 72" 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. Other Specify (attach additional pages if necessary) Abu% I,/O 4 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, my the reserve area(check one)for_Lot 1 —A Division of TM 7-66A(Property ID). Design Basis Total length of available area: 85' Total width of available area: 30' Estimated Perc.Rate: 45 at 72" in. (depth) Number of bedrooms(or GPD): 5 Conveyance Methods: Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 203 Total trench bottom area required: 1015 Note: Area investigated will support 2 drain field sites for existing house Area Calculations Number of pads 1 Length of pad: 35' Width of pad: 30' Center to center spacing: n/a Reserve required? This is reserve_ Percent reserve area required: 100 Total width of absorption area required 30' Total trench bottom area provided: 1050 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. `*Aso Page of AOSE Form E Revised July 18,2007 C.3. 1:11 ` f / N86'04'57"E /Jf 60.86' .._— North 3973727 North 3973716 ------ a Ci East 11454763 � , TA East 11454592 -- - _mom \ gi , 505'41'31"E MO N10'16'59"W 21.44' ,', c 40.92' IRON SET IN ® G fi :E LINE OF OLD ROA' N 1 0 9 810 1 < BOONESVIL SATELLITE DISH r ! r' ROAD N21 '53'10"W 59.42' 1 11,9` s CLEAN OUT 1 B IRON SET IN 1 ;-L •WELL I = BOONE CENTERLINE OF OLD ROAD lc ? ROLE 513`15'57"E N13'27'17"W 93.84` v ` OLD 245.42' CENTERLINE OF OLD ROAD 1; Q SITE FENCE 1 ti E 400_ -.-5, LAG 012 T.M.7-66B 1687 •- __ Y D.LEWIS i FLAG X15 B.3648-628 SHIFFLETTS N11 '56'42"W 142.76' ' E-400 °= D.8.3416-286 6 287 PLAT MILL ROAD 1 z dot N.SEPTIC • °qn GRAEUI FLAG 013 SCALE: CENTERLINE SET OLD ROAD �`'', � �: '0.5 , \,s, FLAG E-401.2 l N19'00'31"W 123.14' STATE ROUTE 601 % ` LOT FREE UNION ROAD IRON SET IN \' 3.0 ACRES €30 PRESCRIPTIVE EASEME CENTERLINE OF OLD ROAD 1 DRAINAGE ` PIPE N35'53'08"W 71.76' -I" �`! " 548 55'23 E IRON SET IN ``. `� /. N. CENTERLINE y 51.30' CENTERLINE OF OLD ROAD .`� Fyn, !! v AZ:4, Fq I cn IRON SET `mot ` -1 `L=24.06 ` AT 20.00' T.M.7-26 •� �� \ �\ A.W.BREINER AND=ASSOCIATES ` ` ©\ -\ 0.8. 1015-381 `ICA \ NEW 410.' ' ., D.8. 143-354 • `. \ PRIVATE ti `,, \•ACCESS ESMT. pl N42"37'41"W 345.77' • `,♦ po p p, ` a�,\ S \ gyp- 1/.' '� `� ro. STAKE 07 PROPOS __ IRON SET IN `•`' \ 'ti STAKE BUMF! CENTERLINE OF OLD ROAD .` cpl 40B-.,;`.,4 AREA Ea - sum HEALTH DEPARTMENT COPY N42'48'31'W 41.50' -- r. _. ` ST b �-'`�40 NOT FOR RECORDAT I Scale 1"= l00' •- Soil Profiie Hole - `'s.,o6 Proposed Reserve Drain Field Area +. `rye °lcti.,,, THIS PLAT NOT FOR RECOROA Lott •`o ' �,` .`J� STAKE COPY o HOW Y A Division of TM 7-66A i 10AD cry, ,,�r TIED TO NORM AMERICA! Albemarle Co,mty, Virginia ; - F- '' OATU M OF 1983 (NA063) Steve Gooch Consulting Geologist 0°"` " �� j . ' VIRGINIA SOUTH SPC SET IN ‘,1 703 Oliver Creek Road : OF OLD ROAD LAND USE NOTES SHOWN ON THIS PL , Troy, Virginia 22974 12.03'57"W 86.81` Page 1 of 8 OSE/PE Report for: ".sw Construction Permit r1 Certification Letter ► I Subdivision Approval ig Property Location: 911 Address: 7268 Free Union Road City: Lot 2 Section Subdivision Davis Property GPIN or Tax Map# 7-66A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Richard McGlothlin Street: 7268 Free Union Road City:Free Union State Virginia Zip Code 22940 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 3/31/14 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. IsThe 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 permits certification letter subdivision approval 51 be(select one)issued I denied❑. Now OSE/PE Signature �)�1&tti , 7 - Date Soil Profile j 70 5` Z Y Primary Drain Field Lot 2 A Division of Tax Map 7 Parcel 66A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-6 A Strong brown (7.5YR 4/6) clay loam 3 6-40 Bt Red(10R 5/8) silty clay loam 3 40-70 Bt2 Light red(2.5YR 4/6) clay loam 3 70-84 C Brownish yellow(10YR 6/6) clay loam 3 2 0-6 A Strong brown(7.5YR 4/6) clay loam 3 6-26 Bt Yellowish red(5YR 5/8) silty clay loam 3 26-60 C Brownish yellow(10YR 6/6) clay loam, schist fragments 3 60- Cr 50%+weathered schist fragments 3 0-4 A Strong brown(7.5YR 4/6) clay loam 3 4-29 Bt Red(10R 5/8) silty clay loam 3 29-84 C Light reddish brown(5YR 6/4) clay loam 3 4 0-3 A Strong brown(7.5YR 4/6) clay loam 3 3-32 Bt Red(10R 5/8) silty clay loam 3 32-64 Bt2 Yellowish red(5YR 5/8) clay loam 3 64-84 C Very pale brown(10YR 7/3) sandy loam 2 s' 5 0-4 A Strong brown(7.5YR 4/6)clay loam 3 4-32 Bt Yellowish red(5YR 5/8) silty clay loam 3 32-84 BC Light red(2.5YR 6/8) clay loam and yellowish brown 3 (10YR 5/8) loam Page 3 of I Appendix 2 Soil Summary Report GENERAL INFORMATION Alume Date 3/29/14 Submitted to Albemarle County Health Department Applicant Richard McGlothlin Telephone Number (434)823-4383 Address 7268 Free Union Road Free Union,Virginia 22940 Owner Davis Living Trust Address 2942 Boonesville Road Free Union, Virginia 22940 Location 7268 Free Union Road Tax Map 7-66A Subdivision Davis Property Block/Section Lot 2 SOIL INFORMATION SUMMARY - pi-(Mgr7 Paw& CI r 1. Position in landscape satisfactory? !X Yes r No Describe side slope 2. Slope 22 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 60" None 4. Depth to seasonal water table (gray mottling or gray color) !X No T Yes inches 5. Free water present fX No i Yes range in inches Soil percolation rate estimated X Yes Texture group I II II IV No " No Estimated rate 60 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 36" depth at site designated on permit. i 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. F 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 the ❑ primary and reserve area, only the primary area, ❑ only the reserve area(check one)for Lot 2 —A Division of TM 7-66A(Property ID). Design Basis Total length of available area: 90' Total width of available area: 75' Estimated Perc. Rate: 60 at 36' in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity 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: 452 Total trench bottom area required:_1808 Area Calculations '�rrr Number of trenches 7 Length of trenches: 90' Width of trenches: 3' Center to center spacing: 10' Reserve required?_Yes _ Percent reserve area required: 100 Total width of absorption area required 60; Total trench bottom area provided: 1890 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 Soil Profile Reserve Drain Field Lot 2 A Division of Tax Map 7 Parcel 66A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-3 A Strong brown(7.5YR 4/6) clay loam 3 3-32 Bt Red(10R 5/8) silty clay loam 3 32-57 BC Light red(2.5YR 6/6) clay loam 3 57-84 C Light reddish brown(5YR 6/4) clay loam 3 7 0-4 A Strong brown(7.5YR 4/6) clay loam 3 4-18 Bt Red(10R 5/8) silty clay loam 3 18-38 BC Red(10R 4/8) silty clay loam and brownish yellow 3 (10YR 6/6) clay loam 38-84 C Pale olive (5Y 6/4) sandy loam 2 8 0-4 A Strong brown(7.5YR 4/6) clay loam 3 4-24 Bt Red(10R 5/8) silty clay loam 3 24-40 BC Red(10R 4/8) silty clay loam and brownish yellow 3 (10YR 6/6) clay loam 40-84 C Reddish brown(5YR 5/4) clay loam 3 9 0-5 A Strong brown(7.5YR 4/6) clay loam 3 5-26 Bt Red(10R 5/8) silty clay loam 3 Now- 26-44 BC Red (10R 4/8) silty clay loam and brownish yellow 3 (10YR 6/6) clay loam 44-84 CB Reddish yellow(7.5YR 6/8) sandy loam and red(10R 4/6) 3 silty clay loam 10 0-4 A Strong brown(7.5YR 4/6) clay loam 3 4-30 Bt Red(10R 5/8) silty clay loam 3 30-67 CB Yellowish red(5YR 5/8) sandy clay loam 2 67-84 C Olive yellow(2.5Y 6/6) sandy loam 2 Page of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 3/29/14 Submitted to Albemarle County Health Department Applicant Richard McGlothlin Telephone Number (434)823-4383 Address 7268 Free Union Road Free Union, Virginia 22940 Owner Davis Living Trust Address 2942 Boonesville Road Free Union, Virginia 22940 Location 7268 Free Union Road Tax Map 7-66A Subdivision Davis Property Block/Section Lot 2 SOIL INFORMATION SUMMARY - Pxz,Gx't.4. pz„t iziejej 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 16 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches Soil percolation rate estimated X Yes Texture group I II ® IV No Estimated rate 55 min/inch 7. Permeability test performed ( Yes rx No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. r 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 F Other Specify (attach additional pages if necessary) )20 le- 7 0F. T 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, R4-fly the reserve area(check one)for Lot 2 —A Division of TM 7-66A(Property ID). Design Basis Total length of available area: 150' Total width of available area: 80' Estimated Perc.Rate: 55 at 48" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Prim (Primary, Secondary,Advanced Secondary) Square feet per bedroom:_412 _ Total trench bottom area required: 1648 Area Calculations Ataiw Number of trenches 7 (5 100's+2 50's) Length of trenches: 100' + 50' 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 57' 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 IRON SET J L-24.48' ``� AT 20.00' \. T.M.7-6 4 ` ` \ AMY D.LEWIS t, v. �. S83`34`52"E 0.8.3648-628 ■ s' WV .40 . 140.05' D.B.3416-286 & 287 PLAT ?� PRIVATE - si*_ C4 •.. Pub tic9Fg- �, a \ACCESS Ems', of _ �-_.`` `. ,;;`\ , ,��'+$2 1�, \'∎ ` ,, �/ ■ >> ND s TARE !7 PROPOSED S TR `�. . ,1 STAKE AREA FA�I B E/� ROAD ►�•�I5� -40&___�,,4 \ / !B ,,• STAKE !10 W 41.50' - =; sFAE: SF + a STAKE !6•IF L • :' f ���i. ' q _,4ro, STAKE ! STAKE !1 2 0. IF OLD ';� " . ',. .4:1/0: 14x 1°.., � ', `-'`` `�, '48'31"W 124.45' N. '.t' .p \\ IRON SET IN A`, •SsIAKE ERNE i' N40 '47'34'W 104.0% #.4 ,_: . IRON SET IN LOT 2 Zg CENTERLINE OF OLD ROAD 'gip 4.71 ACRES \ N42'03'57"W 86.81' +•,‘•., o ST OF / PLAT IRON SET IN A , A fl5.93'. FENCE x I THE CENTERLINE OF OLD ROAD �, ; fx we.' I TOTES i ' WAS N5fl'40'33"W 148.58' • - �.`s� ,29 !. CENTERLINE OF OLD ROAD ' AlW 513.tt ivaso, N48"57'16"W 50.75' ---— IRON ELSI T. IRON 0-•*'s-- FOUND FOUND GRAVEL ROBERT ROAD IRON SET IN ROGER Y I CENTERLINE OF OLD ROAD D.I TIE LINE AND GRAVEL ROAD D.B. 2 S77'37'38' 4 North 3972614 2.1 102.27' East 1$455348 T.M.7-44A p MARTIN I.YOUNKER & Y MELANIE J.HIERMANN A .13.2184-470 PLAT , pprove 1 BSITE ■TY VICE Scale 1"---- 100' •.f SUBDIVISION PLAT Profile Hole LOT i AND LOT 2 ;House, Well and Dram Field Sites A DIVISION OF THE PROPERTY Lott L"DAVIS & KATHLEEN F.0 , A Division of TM 7-66A AVIS LIVING TRUUSST, DATED DEC Albemarle County, Virginia 4EW 40'PRIVATE ACCESS EASEMI Steve Gooch Consulting Geologist (TERSECTION OF STATE ROUTE E 5rtATE ROUTE 810 (BtION�SVILL 703 Oliver Creek Road AT BOONESVILLE . Troy, Virginia 22974 IHITE HALL MAGISTERIAL DISTI ALREMARLE COUNTY. VIRGINI4 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 5'04'41" 979.35 86.80 43.43 86.77 N88'37'17 "E C2 35'39'26" 444.64 276.72 143.00 272.27 S31'05'40 "E C3 21'24'33" 496.42 185.49 93.84 184.41 S59'37'40 "E C4 13'14'56" 496.42 114.791' 57.65 114.53 576'57'24 "E C5 39*09'14'1 366.351 250.351 130.281 245.50 S64'00'15 "E STATE ROUTE 810 BOONESVILLE ROAD (30'PRESCRIPTIVE EASEMENT N86 '04 ' 57 "E- 60.86' North 3973718 -- - East 11454592 -- T.M.7 -62 FOREST HILL,L.P. D . B . 2877 -311 D.B.2877 -292 THRU 295 PLAT NB3'23'57 "E 23.98' North 3973727 East 11454763 Op FOR U REVIEW BRIAN S. RAY Lic. No. 002281 4!- b SMA TABLETOP MOUNTAIN THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, LOT 1 AND LOT 2, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S), PROPRIETORS, AND /OR TRUSTEES,IF ANY. DENNIS L.OAVIS KATHLEEN F.DAVIS FOR: DENNIS L.DAVIS & KATHLEEN F, DAVIS, TRUSTEES UNDER THE DAVIS LIVING TRUST,DATED DECEMBER 11,2008 CITY /COUNTY OF STATE OF S05'41'31 "E ROAD THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED o 40.92' BEFORE ME THIS DAY OF N10 '16'59"W RON SET IN 44 \ Q m \` CENTERLINE OF OLD ROAD y 810 2014. BY DENNIS L. DAVIS AND f rn \ BOONESVILLE KATHLEEN F.DAVIS SATELLITE DTSH Y'-A O ROAD N21'53'10 "W 59.42' 1 1.91 '/_ \ HARRIS CLEAN OUT , © MOUNTAIN IRON SET IN t -, WELL , BOONESVILLE LANE NOTARY PUBLIC CENTERLINE OF OLD ROAD 1; POLE 0 513'15'57 "E MY COMMISSION EXPIRES N13'27'17 "W 93.84' 1;; OLD 245.42 L1 601 27.00 L2 IRON SET IN 34.35 (` R AD °Q X1 S03 °38'24 "E SITE FREEU ION S28*46'25"El 56.59 CENTERLINE OF OLD ROAD , 0 D ROAD FENCE FLAG 111 '' E -400- eFLAG #12 T. M. 7 -66B 687 APPROVED FOR RECORDATION Y / rd5} n fi df."c :rye Y D.LEWIS E FE A400 SHIFFLETTS N11 '56' 42 "W 142.76' / 51 v -^ F B. 3648 -628 J D.B.3416 -286 & 287 PLAT MILL ROAD SPOT »-- ,PROPOSED 400.5 IC v DRAINFRAINFIELD _ AGENT FOR THE BOARD OF SUPERVISORS �o AREA IRON SET IN ��`� FLAG #13 VICINITY MAP CENTERLINE OF OLD ROAD E -400.5 SCALE: 2" = 2000' + 1- 1 FLAG 114 E -401.2 COURSES ALONG N19'OO'31 "W 123 14' STATE ROUTE 601 NEW 40'PRIVATE ACCESS ESMT. ' LOT 1 FREE UNION ROAD IRON SET IN \ 3.02 ACRES (30' PRESCRIPTIVE EASEMENT) � `� CENTERLINE OF OLD ROAD ��`� DRAINAGE • `, PIPE N35'53' 08 "W 71.76' `q�0 S48'55'23 "E 51 30' IRON SET IN \ `"O CENTERLINE OF OLD ROAD �� �F�y� \Q/ \ IRON SET -j ( L =24.08 ' AT 20.00' \ LINE BEARING DISTANCE L1 S44'10'49 "W 27.00 L2 S33'17'09 "W 34.35 L3 S03 °38'24 "E 47.71 L4 S28*46'25"El 56.59 L51 S40*28'11"El 150.10 NOTARY SEAL DATE EXISTING BUILDINGS LEGEND: 0 2 -STORY FRAME WITH BASEMENT © FRAME BUILDING © FRAME GARAGE QD FRAME BUILDING @E FRAME PRIVY O T.M.7 -66B T.M.7 -26 \ `\ AMY D.LEWIS A.W.BREINER AND ASSOCIATES x`90\ " 583'34'52 "E D.B.3648 -628 D. B. 1015 -381 �.; .qp\ \ NEW 401., -,. �. _ 100.05' D.B. 3416-286 & 287 PLAT D. B .143 -354 \ ACCESS ESMT . 03 = 4'�~" N42.37 ' 41 " W 346.77' `� `� po �`3 01 • '---- ______- ° \ , .,� . STAKE #7/ PROPOSED \�� `� �� \ •1 DRAINFIELD STA�M IRAN SET IN _ .. Kj' -. \.. ^..- - STAKE AREA CEN'(ERLIIE OF OLC3 ROAD .� �a d- '06 f #8 `QOe_ STAKE #10 TAKE #2 0 HEALTH DEPARTMENT COPY N42.48' 31 "W 41.50' ,,; ,�a �` NOT FOR RECORDATION sTAK�� °° , STA(CE' IRON SET IN � STAKE #6 •,,�. "'ra �"g �"'�•- °�°`� CENTERLINE OF OLD ° ✓° r� STAKE # �9 STAKE #1 THIS PLAT NOT FOR RECORDATION N42 48' 31 "W 124.45' , Ceti 9 `` PSEPTTIC IRON SET IN �`� `�� O STAKE #9 `, SEPTIC �C�` STAKE #4 AREA COPY SHOWING CONTROL POINTS CENTERLINE OF OLD ROAD F ;9 TO SUBMETER ACCURACY TIED TO NORTH AMERICAN N40•47'34°w 1oa.o� ren DATUM OF 1983 (NAD83) ` `� VIRGINIA SOUTH SPC IRON SET IN �.9 LOT 2 CENTERLINE OF OLD ROAD 4.71 ACRES THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF N42.03'57 "W 86.81'`���� i i "4 \ T.M.7 -66B1 MICHAEL GRAY WADE & \ BEVERLEY SANDRIDGE WADE D.B.3416 -283, 286 & 287 PLAT S44 25'38 "E 2-7-4.60' 9q'.\ North 3972746 5786 East 1145 2 0�, " o THE DIRECTOR OF PLANNING.BY PLACING HIS /HER SIGNATURE ON THIS PLAT IRON SET IN �`, g�, C� HE /SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE CENTERLINE OF OLD ROAD ,� q05• FEN X IRON BRIDGE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ,�1 she X 02' FOUND \ ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR N50'40'33 "W 108.68' {• A50 APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. IRON SET IN ��. X •1� 29 ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON CENTERLINE OF OLD ROAD IS THEORETICAL ONLY. N48'57' 16 "W 50.75' IRON A. PROPERTY ZONED RA. IRON B. LOT 1 IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT FOUND GRAVEL BE FURTHER DIVIDED. ROAD \ C. LOT 2 IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE IRAN SET IN FURTHER DIVIDED. CENTERLINE OF OLD ROAD D. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE,LQT 1 & LOT 2 TIE LINE AND GRAVEL ROAD EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 S77'37'38 "W. North 3972614 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 102.27' East 11455348 E. THIS PROPERTY IS LOCATED IN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. T.M.7 -44A F. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE THIS PROPERTY MARTIN I.YQUNKER & DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. MELANIE J.BIERMANN G. SETBACK REQUIREMENTS: D.B.3264 -462 FRONT= 75' (ALONG STATE ROUTES 601 & 810) D.B.2184 -470 PLAT FRONT= 25' (ALONG PRIVATE ACCESS EASEMENT) SIDES= 25' AND REAR = 35' H. THE APPROXIMATE LOCATIONS OF THE STREAM AND STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS WE &SITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY lam 15 WATER PROTECTION ORDINANCE. I. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND /OR SEWER SERVICE T.M.7 -45A1 ELSIE MAE MORRIS ROBERT LEWIS FRAZIER ROGER LEE FRAZIER GARY WAYNE FRAZIER B'- 21-74-158- . Scale P= 100' House, Well and Drain Field Sites Lots 1 and 2 A Division of TM 7 -66A Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 WILL NOT BE AVAILABLE TO THIS PROPERTY. SUBDIVISION PLAT NOTES: 1. OWNER (S) , ADDRESS & LEGAL REFERENCES: T.M.7 -66A DENNIS L.OAVIS & KATHLEEN F.DAVIS,TRUSTEES UNDER THE DAVIS LIVING TRUST,DATED DECEMBER 11,2008 2942 BOONESVILLE ROAD, FREE UNION, VIRGINIA 22940 D.B. 3669 -729, W. B. 42 -308, D.B. 400 -579 DESC.. D. 8.246 -521, D.B.216 -38 DESC.,D.B.182 -584 DESC.,& D.B.172 -338 DESC. 2. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 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. ORIGINAL ACREAGE: T.M.7 -66A= 7.73 ACRES 5. THIS PROPERTY SUBJECT TO EASEMENTS TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(D.B.371 -1 & D.B.371 -193). 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. LOT 1 AND LOT 2 A DIVISION OF THE PROPERTY OF DENNIS L. DAVIS & KATHLEEN F. DAVIS, TRUSTEES UNDER THE DAVIS LIVING TRUST,DATED DECEMBER 11,2008 AND NEW 40'PRIVATE ACCESS EASEMENT LOCATED AT THE INTERSECTION OF STATE ROUTE 601 (FREE UNION ROAD) AND STATE ROUTE 810 (BOONESVILLE ROAD) AT BOONESVILLE WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE: 1" = 100' DATE: MARCH 20,2014 FOR RICHARD MCGLOTHLIN ROGER W.RAY & ASSOC.,INC. 1717 -16 ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 TELEPHONE: (434) 293 -3195 14225