The URL can be used to link to this page

Home My WebLink AboutSUB201500082 Approval - Agencies 2015-06-10 ErIPIN 1 r Q og� COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE �J FLUVANNA COUNTY(PALMYRA) State Department of Health 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 June 10,2015 J.T.Newberry, Planner County of Albemarle 401 McIntire Road Charlottesville,VA 22902 RE: Review of Proposed Subdivision Plat as part of Tax Map 59,Parcel 8E,located in Albemarle County,Virginia. Dear Mr.Newberry: On May 7,2015,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. Si' - ely, Ste"B. Va o Environmental alth Specialist, Sr. Onsite Sewa nd Water Programs G -12 -16 OIL) ARP& (fA(\ vlRCtNt�' COUNTY OF ALBEMARLE n br...� r Department of Community Developi 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 5/7/2015 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB201500082 Duane Snow—Family Division Date Submitted: 5/6/15 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 59, Parcel 8E. This project requires Health Department approval prior to receiving final County approval. The applicant has provided several soil reports,which are 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. Please contact me if you have any questions or comments. Sincerely, G .1\14A'A4A3 r,� J.T.Newberry, Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 jnewberry@albemarle.org (434)296-5832, ext 3270 phone Soils Study for Drain Field Sites Lots Y and Y-1 A Family Division of Tax Map 59-8E Albemarle County Prepared for: Duane E. and Rena M. Snow 905 Leigh Way Charlottesville, VA 22901 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 May 6, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit I Certification Letter Fl Subdivision Approval C Property Location: 911 Address: 905 Leigh Way City: Lot Y Section Subdivision GPIN or Tax Map# 59-8E Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Duane E. and Rena M. Snow Street: 905 Leigh Way City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Nur Address City State Zip Code Date of Report 5/6/15 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 exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): onstruction permit❑ certification letter subdivision approval pi be(select one)issued 51 denied u. OSE/PE Signature Date ;110M Pc( Z vc"--5P- Soil Profile Reserve Drain Field Lot Y A Division of TM 59-8E Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 11 0-6 A Brown(7.5YR 5/4)clay loam 3 6-35 Bt Red(2.5YR 5/8) silty clay loam 3 35-84 BC Reddish brown(2.5YR 5/4)clay loam, yellowish brown 3 (10YR 5/8) sandy loam 12 0-4 A Brown(7.5YR 5/4) clay loam 3 4-27 Bt Red(2.5YR 5/8) silty clay loam 3 27-40 BC Red(2.5YR 5/8) silty clay loam, strong brown(7.5YR 5/8) 3 sandy loam 40-60 C Strong brown(7.5YR 5/8) sandy loam 2 13 0-6 A Reddish brown(2.5YR 5/4) clay loam 3 6-47 Bt Dark reddish brown (2.5YR 4/3) silty clay loam 3 47-60 Bt Red(2.5YR 4/6) clay loam 3 14 0-4 A Brown(7.5YR 5/4) clay loam 3 4-40 Bt Red(2.5YR 5/8) silty clay loam 3 40-48 Bt2 Reddish brown(2.5YR 5/4) sandy clay loam 2 48-60 C Strong brown (7.5YR 5/8) sandy loam 2 15 0-3 A Brown(7.5YR 5/4)clay loam 3 3-24 Bt Red(2.5YR 5/8) silty clay loam 3 24-60 C Strong brown (7.5YR 5/8) loam 2 Page 3 of `) Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/6/15 Submitted to Albemarle County Health Department Applicant Duane E. and Rena M. Snow Telephone Number (434)284-0825 Address 905 Leigh Way Charlottesville, VA 22901 Owner same Address same Location 905 Leigh Way Tax Map 59.8E Subdivision Block/Section Lot Y SOIL INFORMATION SUMMARY 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 'vow 6. Soil percolation rate estimated X Yes Texture group I II III IV No Estimated rate 55 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. 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 (attach additional pages if necessary) 12Q47c._ 0F<- 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. Name This abbreviated design covers the❑ primary and reserve area, ❑ only the primary area, PI only the reserve area(check one)for Lot Y —A Division of TM 59-8E(Property ID). Design Basis Total length of available area: 85' Total width of available area: 60' Estimated Perc. Rate: 55 at 36" 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: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 412 Total trench bottom area required: 1648 NEW Area Calculations Number of trenches 7 Length of trenches: 85' 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: 1785 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 s- (4--,;-. VICINITY MAP WEST THIS PLAT NOT FOR RECORDATION _E: 1" = 2000'+/- LEIGH DRIVE COPY SHOWING CONTROL POINTS SITE _ TO SUBMETER ACCURACY TIED TO NORTH AMERICAN DATUM OF 1983 (NAD83) LWAGH VIRGINIA SOUTH SPC WAY IVY RAILROAD (ST.RT. 1641)EST LEIGH DRIVE T.M.59C2-( (1) ) -55 LOT 55 HOSSEIN HAJ-HARIRI & SARAH HAJ-HARI U.S.ROUTE 250 O.B.355-277 PLAT Pip GRAPHIC SCALE 1 "=100 ' ''�-} FLAG Q 0 d 300 LratrM h`L/ N9,2 \ FOP/i' F k T.M.59C2- ( (1) ) -56 FOUND yA6°''�°6,,/ FLAG JOHN M.ABBITT, III & PATRICIA S.ABBITT L. �..- D.8. 1915-135 ti a�oac D.B.355-277 P 1p .? � t"�4. % .q �''FLAG ice, 3 ,� A i' COI 12 '•� ,� i FLAG 15 •�'\ , F aG EPO ° mss, �AINFIEL° 0S, T.M.59C2- ( (1) ) -57 ' p°2 2 10 FRAME AREA IRON MARKETAT LEISURE , '3c°6 BLDG.''-- SET D.8.3999-294 " 'v\'' 0.8.540-97 P IRON /EXISTING `\� '' PAVED--I' ' Existind` : r • +® DWELLING DRIVEWAY '`)� DOWN c;J� FENCE d s _t.- ^'> ' 2-- 1 RESIDUE " North 3910259 IRON + LOT Y East 11460967 FOUND 2. 73 ACRES '?' �� ,1 . .. v Scale 1"= 100' a- Soil Profile Hol _ _;�- House, Well and Drain Field Sites T.M.59-8C 't" F'1' C'�- "''1 GEORGE B.THOMAS. JR. Sq `F - -,_ ' . Lot Y & SALLY H.THOMAS c. " - < •,,ti Q. A Division of TM 59-8E•0.B.466-624 f �` 5� Albemarle Coun , Virginia D.B.459-183 PLAT ,sp f Steve Gooch Consulting Geologist - - _ :N North 391 t 703 Oliver Creek Road _-uNQ East 1146' Troy, Virginia 22974 Page 1 of 8 OSE/PE Report for: %wo Construction Permit [1 Certification Letter I I Subdivision Approval t. i Property Location: 911 Address: 905 Leigh Way City: Lot Y-1 Section Subdivision GPIN or Tax Map# 59-8E Health Dept ID# I.atitude Longitude Applicant or Client Mailing Address: Name: Duane E. and Rena M. Snow Street: 905 Leigh Way City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# 'view Address City State Zip Code Date of Report 5/6/15 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 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. 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 gi be(select one)issued 0 denied❑. Now, OSE/PE Signature h¢ , ,d p:yr, - Date ✓l Fi//5 PQ Soil Profile zR-' Primary Drain Field Lot Y-1 A Division of TM 59-8E Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-4 A Reddish brown(2.5YR 4/4) clay loam 3 4-27 Bt Dark red(2.5YR 3/6) silty clay loam, firm, with rounded 3 quartz gravel 27-48 2Bt Red(2.5YR 4/6) clay Ioam, friable 3 40-84 C Yellowish brown(10YR 5/8) sandy loam, friable 2 4 0-10 A Light brown(7.5YR 6/4) clay loam 3 10-24 Bt Red(2.5YR 4/8) silty clay loam, firm with rounded quartz 3 gravel 24-37 2BC Strong brown (7.5YR 5/8) clay loam, friable 3 37-84 C Yellowish brown(10YR 5/6) sandy loam 2 6 0-4 A Reddish brown(2.5YR 4/4) clay loam 3 4-16 Bt Dark red (2.5YR 3/6) silty clay loam, firm 3 16-57 CB Dark brown (7.5YR 4/3) sandy loam, light red(2.5YR 6/8) 2 clay loam, friable 57- Cr 7 0-4 A Reddish brown (2.5YR 4/4) clay loam 3 4-30 Bt Red(2.5YR 4/8) silty clay loam firm 3 30-45 Bt2 Light red(2.5YR 6/8)clay loam, friable 3 45-84 C Brownish yellow(10YR 6/8) sandy loam 2 8 0-2 A Reddish brown (2.5YR 4/4) clay loam 3 2-24 Bt Red(2.5YR 4/8) silty clay loam firm 3 24-37 BC Red(2.5YR 5/8) clay loam, brownish yellow(10YR 6/8) 3 sandy loam, friable 37-84 C Brownish yellow(10YR 6/8) loam 2 9 0-3 A Reddish brown(2.5YR 4/4) clay loam 3 3-12 Bt Dark red (2.5YR 3/6) silty clay loam, firm 3 12-64 C Yellowish brown(10YR 5/8)sandy loam, gneiss fragments 2 below 42" 64- Cr 10 0-4 A Brown(7.5YR 5/4) clay loam 3 4-30 Bt Red(2.5YR 4/6) clay loam, friable 3 30-84 C Dark yellowish brown (O 1 YR 4/6) sandy loam 2 Now Page .22 of 2l Appendix 2 Soil Summary Report ,ft, GENERAL INFORMATION Date 5/6/15 Submitted to Albemarle County Health Department Applicant Duane E. and Rena M. Snow Telephone Number (434) 284-0825 Address 905 Leigh Way Charlottesville, VA 22901 Owner same Address same Location 905 Leigh Way Tax Map 59-8E Subdivision Block/Section Lot Y-1 SOIL INFORMATION SUMMARY - pr/04607 ®tz,jK he/19 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 16 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 57" None 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 '111"'6. Soil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 55 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 39" 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 (attach additional pages if necessary) yuFY 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, my the primary area, ❑ only the reserve area(check one)for Lot Y-1 —A Division of TM 59-8E(Property ID). Design Basis Total length of available area: 75' +50' Total width of available area: 90' Estimated Perc. Rate: 55 at 39" 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: Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 412 Total trench bottom area required: 1648 Area Calculations Number of trenches 10 Length of trenches:_75' (4)+50' (6) Width of trenches: 3' Center to center spacing: 10' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 80' 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 P 5 c)P7 Soil Profile Reserve Drain Field Lot Y-1 A Division of TM 59-8E New Albemarle County Hole Depth Horizon Material Description Soil Texture ( •) Group 1 0-4 A Reddish brown(2.5YR 4/4) clay loam 3 4-68 Bt Dark red(2.5YR 3/6) silty clay loam 3 68-84 Bt Red(2.5YR 4/6) clay loam 3 2 0-4 A Reddish brown(2.5YR 4/4) clay loam 3 4-29 Bt Yellowish red (5YR 5/8) silty clay loam 3 29-64 Bt2 Dark red (2.5YR 3/6) silty clay loam 3 64-84 Bt3 Red(2.5YR 4/6) clay loam, moist 3 5 0-2 A Reddish brown(2.5YR 4/4) clay loam 3 2-48 Bt Dark red (2.5YR 3/6) silty clay loam 3 48-64 CB Dark yellowish brown (10YR 4/6) sandy loam, red 2 (2.5YR 4/6) clay loam 64-84 C Light olive brown(2.5Y 5/6) sandy loam 2 Page 6 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/6/15 Submitted to Albemarle County Health Department Applicant Duane E. and Rena M. Snow Telephone Number (434) 284-0825 Address 905 Leigh Way Charlottesville, VA 22901 Owner same Address same Location 905 Leigh Way Tax Map 59-8E Subdivision Block/Section Lot Y-1 SOIL INFORMATION SUMMARY - �1��Ne � >K 1 ey, 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 15 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 '*"'"6. Soil percolation rate estimated X Yes Texture group I II ii IV No Estimated rate 85 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. 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 (attach additional pages if necessary) tci 7 eFF 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, ❑ only the primary area, 0-61ily the reserve area(check one)for Lot Y-1 —A Division of TM 59-8E(Property ID). Design Basis Total length of available area: 90' Total width of available area: 75' Estimated Perc. Rate: 85 at 36" 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: _ 289 Total trench bottom area required:_1156 Area Calculations Number of trenches 5 Length of trenches: 90' 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 39' Total trench bottom area provided:_1350 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 , —, T.M.59C2- ( (1) ) -54 THIS PLAT NOT FOR RECORDATION LOT 54 JOHN C.BRADLEY & WILLIAM BRADLEY COPY SHOWING CONTROL POINTS D.B.2829-445 TO SUSP4ETER ACCURACY 0.8.355-277 PLAT •a3��/' TIED TO NORTH AMERICAN �; DATUM OF i983 (NAD83) North 3910943 IRON rah ti� T.M.E VIRGINIA SOUTH SPC East 1146177667 FOUND ,' LO1 IGH ' MARJORY B AY LIVING DATED JUL 0.8.33 4H DRIVE IRON 0 S� D.B.349- 1641) T.M.59C2- ( (1) ) -55 /6h0� � LOT 55 SET +. C .s9) `5o HOSSEIN HAJ-HARIRI & SARAH HAJ-HARIRI 0.B.355-277 PLAT 0 t- c e PrOPOSS'''' - Site sp 43 a ") F 100 ' FLAG c��+FLAG 3 2,,00 Y RES ��0 g 'FLAG S, y /• PrOpoSed • ' FLAG0. / 300 Dr �: ,// \ ✓ IRON Y °6'�FSG rr °' SET II\ 0)2' ti.), 4/t. LAG FLAG®; / / i�vso 5 1 i IRON ,:-.4, ' , , i FLAG i' 6' FLAGO, / // ,A2 r.M.59C2- ( (1) ) -56 FOUND F 9 G h° ,, FLAG ?�' .J � LOT 56 LAc �PR°POSED�r.'..1� '�� ////:\/ III & PATRICIA S.ABBITT //V\ '� SEPTIC / P. :J p,=-. ., .': trp 8"� DRS A LD '/ `J _ .c•D.B.355-277 P - /6,/ , o co, FLAG® la' yS '2 flr: iryrtoptd FLA�a yo" ' FL S'O,- 1 �'12. 12 ' FLAG '. / , 18 ,\ 1 AiG PROPOSED `�'*` LEIGH WAY•+ 13 DRAM AS D 1/49S• 4p0 20 ' ROADWAY •2 / , Q ROAD MAINTENANCE AGREEMENT (D. a9, '0 FRAME _____ IRON S. 20'R/W OVER ROAD (0.B.385-; 36�o BLDG. _ _ SET py SHOWN AS PUBLIC ROAD ON PLAT IP . RIGHT-OF-WAY AGREEMENT (D.8. IRON /EXISTING ''JPAVED }` � t } DWELLING DRIVEWAY �`y� '\\ DOWN `. FENCE T.M.59-78 o + j�'` c f, �; JEFFREY W.CLAYTON /G /,` D.8. 1421-218 �� ' /, � •J'0 2�0 D.B.385-92 DESC. RESIDUE a FOR LOT Y "P�`�`' REVIEW 2. 73 ACRES co`e �� Scale 1"= 100' - Soil Profile Hole �' House, Well and Drain Field Sites ' S SCALE: 1" oPO/ , Lot Y-1 DATE: APRIL ;`y�� OVERHEAD 6 P, �°4 A Division of TM 59-8E .. LINE PJ� Q� Albemarle County, Virginia , . QOM' co • Steve Gooch Consulting Geologist ``" S• ,/ �0 703 Oliver Creek Road ROGER W.RAY & AS f Troy,Virginia 22974 1717-18 ALLIED /IRON North 3910122 CHARLOTTESVILLE, VIF / FOUND East 114&1154 TELEPHONE: (434)