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HomeMy WebLinkAboutSUB201500093 Approval - Agencies 2015-07-17 fir 0.v ., 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 July 17,2015 J.T.Newberry,Planner County of Albemarle 401 McIntire Road Charlottesville,VA 22902 RE: Review of Proposed Subdivision Plat as part of Tax Map 47, Parcel 57A located in Albemarle County,Virginia. Dear Mr.Newberry: On July 17,2015,the County of Albemarle requested the Virginia Dept trnent 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, license number 1940 001284. 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. in - •1,, St-,•- :.Vat Environm tal Health Specialist, Sr. Soils Study for Drain Field Sites Lots 1 and 2 A Division of Tax Map 47-57A Albemarle County Prepared for: Tim and Anu Townsend 1619 Greenleaf Lane Charlottesville, VA 22903 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 3, 2015 L. L :_ Page 1 of 8 OSE/PE Report for: Now- Construction Permit n Certification Letter I I Subdivision Approval n Property Location: 911 Address: City: Lot 1 Section Subdivision Townsend Property GPIN or Tax Map# 47-57A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Tim Townsend Street: 1619 Greenleaf Lane City:Charlottesville State VA Zip Code 22903 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# 'r..' Address City State Zip Code Date of Report 7/3/15 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 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 permits certification letter❑ subdivision approval 51 be(select one)issued Q denied❑. Nome OSE/PE Signature Q,iQ� Date 7/7//s Soil Profile I_u � Z �g Primary Drain Field Lot 1 A Division of Tax Map 47 Parcel 57A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-4 A Brown(7.5YR 4/2) clay loam, friable 3 4-28 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3 28-38 BC Reddish brown(2.5YR 5/4) silty clay loam, firm and dark 3 yellowish brown(10YR 4/6) loam, friable 38-84 C Olive (5YR 5/4) schist saprolite, friable, crushes to silt loam3 7 0-4 A Brown(7.5YR 4/2) clay loam, friable 3 4-36 Bt Red (10R 5/8) silty clay loam, firm 3 36-60 BC Reddish brown (2.5YR 5/4) silty clay loam, firm and dark 3 yellowish brown(10YR 4/6) loam, friable 60-84 C Dark yellowish brown(10YR 4/6) silt loam 3 8 0-5 A Brown(7.5YR 4/2) clay loam, friable 3 5-16 Bt Yellowish brown(10YR 5/8) clay loam, friable 3 16-84 C Light yellowish brown(2.5Y 6/6) schist saprolite, friable, 3 crushes to silt loam 9 0-5 A Brown(7.5YR 4/2) clay loam, friable 3 5-16 Bt Yellowish brown (10YR 5/8) clay loam, friable 3 16-84 C Light yellowish brown(2.5Y 6/6) schist saprolite, friable, 3 crushes to silt loam 10 0-6 A Brown(7.5YR 4/2) clay loam, friable 3 6-13 Bt Brown(7.5YR 5/4) clay loam, friable 3 13-36 Cl Olive brown(2.5YR 5/4) clay loam, friable 3 36-67 C2 Light gray(10YR 6/1) schist saprolite, friable, crushes to 3 silt loam, lithochromic 67- - Quartz 11 0-4 A Brown(7.5YR 4/2) clay loam, friable 3 4-34 Bt Brownish yellow(10YR 6/8) clay loam, mica, friable 3 34-84 C2 Light olive brown (2.5Y 6/4)to yellowish brown 3 (10YR 5/8) silt loam, mica, friable Page of 2 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/3/15 Submitted to Albemarle County Health Department Applicant Tim Townsend Telephone Number Address 1619 Greenleaf Lane Charlottesville, VA 22903 Owner same Address same Location 3307 Burnt Mill Road Tax Map 47-57A Subdivision Townsend Property Block/Section Lot 1 SOIL INFORMATION SUMMARY ,priroq7 OpiK Feld 1. Position in landscape satisfactory? IX Yes No Describe crest of ridge and side slope 2. Slope 10 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 - Free water present X No Yes range in inches *"l7"Soil percolation rate estimated IX Yes Texture group I II III IV No Estimated rate 80 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 48" 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 `yrr (attach additional pages if necessary) pg1e_ 8 Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system '-signs and when applying for a certification letter or subdivision approval. Now This abbreviated design covers the ❑ primary and reserve area, Eirily the primary area, ❑ only the reserve area(check one)for Lot 1 —A Division of TM 47-57A(Property ID). Design Basis Total length of available area: 150' Total width of available area: 21' Estimated Perc. Rate: 80 at 48" in.(depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method :_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: 268 Total trench bottom area required: 804 Nifty Area Calculations Number of trenches 5 Length of trenches: 70' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 21'* 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. * system will be butterflied with d-box in middle and 70 ft.trenches running to both directions along contour Page of AOSE Form E Revised July 18,2007 S• ? Soil Profile Reserve Drain Field Lot 1 A Division of Tax Map 47 Parcel 57A Now Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Reddish brown(2.5YR 5/4) clay loam, friable 3 3-24 Bt Red(10R 5/8) silty clay loam, firm 3 24-48 Bt2 Red (2.5YR 5/8) silty clay loam, firm, with manganese, 3 yellow(10YR 7/8)mottles 48-84 C Reddish yellow(7.5YR 6/8) clay loam, firm with 3 manganese nodules 2 0-4 A Dark brown(7.5YR 4/3) clay loam, friable 3 4-18 Bt Brown(7.5YR 5/4) clay loam, friable 3 18-36 C Brownish yellow(10YR 6/8) clay loam, manganese 3 nodules, amphibolite fragments 36- Cr 3 0-5 A Reddish brown(2.5YR 5/4) clay loam, friable 3 5-31 Bt Red(10R 5/8) silty clay loam, firm 3 31-60 Bt2 Red(2.5YR 5/8) silty clay loam, firm 3 4 0-2 A Reddish brown(2.5YR 5/4) clay loam, friable 3 2-20 Bt Red(10R 5/8) silty clay loam, firm 3 20-60 BC Red (10R 5/8) silty clay, firm,yellow(10YR 7/8) silty clay 4 loam, white (10YR 8/1) feldspar 5 0-4 A Reddish brown(2.5YR 5/4) clay loam, friable 3 4-12 BE Brown(7.5YR 5/4) silty clay loam, firm 3 12-30 Bt Brownish yellow(10YR 6/8) silty clay, firm 4 30-60 BC Red(10R 4/8)to yellow(10YR 7/8) silty clay, firm with 4 manganese @ 57" Page 6 of 5 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/3/15 Submitted to Albemarle County Health Department Applicant Tim Townsend Telephone Number Address 1619 Greenleaf Lane Charlottesville, VA 22903 Owner same Address same Location 3307 Burnt Mill Road Tax Map 47-57A Subdivision Townsend Property Block/Section Lot 1 SOIL INFORMATION SUMMARY - &xd,rve, ®pia Nod 1. Position in landscape satisfactory? !X Yes No Describe side slope 2. Slope 10 3. Depth to rock or impervious strata: Max. 84"+ Min. 36" None 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches 'ree water present No 'X Yes range in inches 66" '.''Soil percolation rate estimated !X Yes Texture group I II Ill IV No Estimated rate 105 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 6" 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) P4 - 7 d - P Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system '-signs and when applying for a certification letter or subdivision approval. This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, the reserve area(check one)for Lot 1 —A Division of TM 47-57A(Property ID). Design Basis Total length of available area: 90' Total width of available area: 70' Estimated Perc. Rate: 105 at 6" in. (depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4(LPD) LGMI required? No (Yes/No) Effluent quality required: Secondary Secondary,Advanced Secondary) Square feet per bedroom: 519 Total trench bottom area required: 5465* *includes 17% increase due to slope Area Calculations Number of trenches 31 Length of trenches: 90' Width of trenches: 1" Center to center spacing: 2' Reserve required? this is reserve Percent reserve area required: 100 Total width of absorption area required 60' Total trench bottom area provided: 5580 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 • ,���,� /j' ..�y�` . F®: // -' I). ,,�°°�'� °, � - sfl --re 2 A° Health Dep 1›. ,BAs 9g /�gro 2 a .-,- This subdivision is approved for individual o, �r � try _ R x'16 l' 01- i-- ; the provisions of the CODE OF VIRGINIA a 'L1 1�° Doti. 'iron & p y�ice' x I L. REGULATIONS(1T.VAt;5.8111.90 et seq., th r e l t PC°red ._r ----Ines .Y. Set the locality has authorized the local Health Y,.i� Fc ea" 1 ae ,41.t., - ', r or compliance with local ordinance• f '� = � �y o`EBm o-,y�• 'O?�' This subdivision was submitted to the Health l j "Ci f' 0s !' r sra5 e• 16.` ttr ! ;cn co 32.1.163;5 of rite CODE OF VtifGINtl which Y- _— -_ 2.p2 18;b8'� f �So-E1. !^` �. f f4 private soil avaluatfans and designs from an 78 \r -_ 5g . . 6��. w 6o - 9 ` 6 ' Vii` 'Engineer working in consult t,y r: U ? U m 6� 8 -p=_v;i °1 , - ''! • ..:- optnent• Department is not required fo; A'"� 4� a _ g 0 3 his subdivision was certified as being n com z%`� fdA�+t%< a Q t`V? S• 1. a. aliens b $ ����u3'sP'i(x�' ty ti a�,m F 'K T1EST ?;. y:Steve Gooch,AOSE#106. This sub —coo j m o m i - upon that certification. o t;•— IN. r. Z o 0 o a° .q,1,1 : t'`t s s : slant to Sec.360 of the REGULATIONS ft q)..ea; .� Fi r L-Lr r �'' ''Disposal System Construction Permits Iran Fnd_ f : , ivfsltt UNLESS that fat is sjaecraify Net - f r.. � t an ansite sewage disposal system,ystem,and unless 4 F+ 1 iia 11- present at the time of application for a permit a o 3 i i S r 8°55, •. ti r ; - oval. This subdivision may contain lots that do 0 fist ©a,����� 1�1 {y[� t t This subdivision approval is issued in reliance ev J i, `j • ' ` ¢r s-.N lots are suitable for"traditional systems;haws ® � �j,o�`�.`, 1f ti `� ,� t r different at the trine construction permits are is; Y, — J Pt P`° car gIron NI 64 iron Az' :,.3-4/,,,,-i''''.3,. ! ' ;8ef ri t`o Set o;:' 'a rfQ`7 I / o f +� o Pi �' } r . �` . . i S f 0 t$38"W Health Department te r, �r) F., o Co -,___,:ii,-- °-0'`6,6.. -" Zs 0� -�▪ i . t spring 9 � T7Z.ca - ' <<[ron At -- cN � -a op p i Set ; , , �/ fit' f Stone r ' CiUOt/_ r1 (1/ ♦O A' =T. A : IV Iron North is based on 5<' `� - ; —- ' `Q Branch . Fnd. Its pal ii 1 ,1 5 t ; ;_ °�_ _ r ,a N Set • ; 1 E^ o F Scale 1"= 100' d- Soil Profile Hole --.W O f �- &� House, Well and Drain Field Sites rte: m ° i Lot i r 0 - H ;_ o i A Division of Tax Map 47-57A `"' 's' i / ° " Albemarle County,Virginia ,,) ± it info - -Iron ',� 1 ; # i Steve Gooch Consulting Geologist Fnd. E � � +' • 703 Oliver Creek Road t tti a a �_ Troy, Virginia 22974 'n !\1 v) Well �' tlt %caa y� '.,N - c? N- b 0 Page 1 of 5 OSE/PE Report for: Construction Permit I I Certification Letter Subdivision Approval I• I Property Location: 911 Address: City: Lot 2 Section Subdivision Townsend Property GPIN or Tax Map# 47-57A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Tim Townsend Street: 1619 Greenleaf Lane City:Charlottesville State VA Zip Code 22903 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# 'tow Address City State Zip Code Date of Report 7/3/15 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. nThe 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 0 be(select one)issued 0 denied❑. OSE/PE Signature �/.1-e,( Date 7/3// Soil Profile Lot 2 A Division of Tax Map 47 Parcel 57A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-3 A Dark reddish brown(2.5YR 4/4) clay loam 3 3-28 Bt Red(10R 5/8) silty clay 4 28-48+ C Yellow(10YR 7/8) clay 4 7 0-4 A Dark reddish brown (2.5YR 4/4) clay loam 3 4-60 Bt Red (10R 5/8) silty clay 4 8 0-5 A Dark reddish brown(2.5YR 4/4) clay loam 3 5-48 Bt Red(10R 5/8) silty clay 4 48-60 BC Red (10R 5/8) silty clay and yellow(10YR 7/8) clay loam 4 9 0-6 A Dark reddish brown(2.5YR 4/4) clay loam 3 6-26 Bt Red (10R 5/8) silty clay 4 26-69 BC Red(10R 5/8) silty clay and yellow(10YR 7/8) clay loam 4 69- Cr 50%+weathered amphibolite fragments 10 0-6 A Dark reddish brown(2.5YR 4/4) clay loam 3 6-37 Bt Red(10R 5/8) silty clay 4 *we, 37-60 CB Yellow(10YR 7/8)clay loam, red(10R 4/8) silty clay loam,3 manganese 11 0-4 A Dark reddish brown (2.5YR 4/4)clay loam 3 4-22 Bt Red (10R 5/8) silty clay 4 22-46 BC Red(10R 5/8) silty clay and yellow(10YR 7/8) clay loam 4 46-60 C Yellowish brown (10YR 5/8) sandy clay loam 2 12 0-3 A Dark reddish brown(2.5YR 4/4) clay loam 3 3-42 Bt Red(10R 5/8) silty clay 4 42-72 CB Yellowish brown (10YR 5/8) silty clay loam, red(10R 4/8) 4 clay, manganese stains below 60" Page 37 of C Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/3/15 Submitted to Albemarle County Health Department Applicant Tim Townsend Telephone Number Address 1619 Greenleaf Lane Charlottesville, VA 22903 Owner same Address same Location 3307 Burnt Mill Road Tax Map 47-57A Subdivision Townsend Property Block/Section Lot 2 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe gentle side slope 2. Slope 4 % 3. Depth to rock or impervious strata: Max. 72"+ Min. 48"+ None 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches Free water present X No Yes range in inches ''b foil percolation rate estimated X Yes Texture group I II III IV No Estimated rate 110 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 12" 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) 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. Nrow This abbreviated design covers the li;l rimary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Lot 2—A Division of TM 47-57A(Property ID). Design Basis Total length of available area: 95' Total width of available area: 107' Estimated Perc. Rate:_110 at 12" in. (depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method :_Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4(LPD) LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 569 Total trench bottom area required:_10242 Now- Area Calculations Number of trenches 54 Length of trenches: 95' Width of trenches: 1" Center to center spacing: 2' Reserve required?_Yes _ Percent reserve area required: 100 Total width of absorption area required 106' Total trench bottom area provided: 10260 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. Nam, Page of AOSE Form E Revised July 18,2007 • t?Q Iron �t33� o d' t i ` 1g- Z`. ( - ;Set ?'' °I—r-2______- ri IN,G Set 1�0 e;`f `=`,- ,10`7 /`i co o te 4 ai `N' :3.. 93_,� / ,fr : ,.i , , tiQ 0..--1; t fS40°t80.00U Health DaFartrr��n ' S'S9.4-eV ...� �� x.13; _ " i - t 8(3.00' ", • R Sg.-- -s 0 2 - ; + ' g Spring f ,1t - - 0.0` 1r°6', � -01 'r ;Sett • t,5et „� t� �, S8f O' ' ib 1 `11 M n, rag 04 - Set 4 Stone'' ' ; C_ ulver# rg 03 I ----f' Iti Iron North is bused on S , t `o Branch i=nd. the pt �. 5° t ; 7 > Sete -pi r , > r. a�. to•-,© A Set ; ;ou Jennifer Levi-en s a , 5400 DB 76-17 Plat ¢3 0 �tl it, #201400001082� (DB 4460-74) «' ;� i w �* t° I rI lip. L . #201400007661 I.at +-- i♦ t f t New T 47•-57 Iron v ' End. t � `� i 111 o m t--- __ ✓ Well 1 'U en c Fb �i 'CJ -(7.,- 7.' t . o E_, Existing CD `k'� ,1 ' o` , ! Frame Home Existing N to a,t o,ci 14 P a Frame Shed•GNI Q «i ° PERK TEST-�i Existing Ea�� �� `\stTES �,' Q o Fr. Guest c7' '∎ n} Home �d t4S,��o E •f �y ! 76-14 .6r •iron c',�..� Li tQ Iro -t.02&...;•1 ---i N 4EJ 1 q 1 Tennis Court i I N E gi ' i7° 3'32 , - ---f • air _ o� • 00 l s Stone Parcel irt,� tt �'- Fnd_ 38.2 y..w Va Ca ted With £3$ 448p_74 'ii 605.1 . -t ``. Jeantfer]L,evien, DR 256.539, DR 76-17 PI$.f t ��� Ally. lase. #201410000100 Plat Showing Two Lot $ubdivth on Of 4; Scale 1"= 100' 0- Soil Profile Hob ' aP 47 Par eel 57 1 House, Well and Drain Field Sites Rivgcnna Dist., Albemarle Co., Vet_ Lot 2 A Division of Tax Map 47-57A �� � Albemarle County, Virginia tm ,- Steve Gooch Consulting Geologist u '" S egt2.fel 703 Oliver Creek Road `.,' 1"°_700;Date: 5/4/2015, Rev: 6/24/2015 f ambers- Land Survey- Troy, Virginia 22974 112 Crofton Plaza -Suite K, PaIrns Va. Ph: (434)58.9-5139 Mailing Add.r: 253 Willow Dr. Keawioll Va. 22947 Sheet 2 Of