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HomeMy WebLinkAboutSUB201500002 Approval - Agencies 2015-02-03 ye' P, � iY1 l t l �� r�i!I Mj `fir+ � COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health 138 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 February 3,2015 Ellie Carter Ray, Senior Planner County of Albemarle 401 McIntire Road Charlottesville, VA 22902 RE: Review of Proposed Subdivision Plat as part of Tax Map 73-31A, located in Albemarle County,Virginia. Dear Ms. Ray: On January 22,2015,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 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' cerely„ p B. _ Enviro I mental ealth S ecialist, Sr. Onsit: Sewage and Wa r Programs 0F A SAMINN ®o=■ f51 H P'PRO''E�D :taw_: `I 1P EV __ COUNTY OF ALBEMARLE Enb�r�nm F r Dt i H�I afth Services ED Department of Community Developme t JAN 2 3 2015 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 4126 Date: 1/22/15 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB 2015-00002 Michael Weber#13601A—Final Subdivision Date Submitted: 1/22/15 Dear Ms. Batten: 1 .. The County of Albemarle has received application to develop/subdivide Tax Map 73 Parcel 31 A. 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, guit_ 0. gab Ellie Carter Ray, Senior Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,VA 22902 eray @albemarle.org (434)296-5832, ext 3432 phone (434)972-4126, fax Steve Gooch STEVE GOOCH spgooch.geologist @gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 January 17, 2015 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Lots A and B A Division of Tax Map 73-31A 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, Steve Gooch Consulting Geologist, Inc. Steve Gooch Encl. Commonwealth of Virginia VDH Use Only Health Department ID# Application for Subdivision Review Due Date (Page 1 of 2 to be filled out by the Owner or Agent) PPRQ!!ED► Owner Michael and Alison Weber • one Mailing Address 1855 Westview Road Phone Charlottesville,VA 22903 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax Directions to Property: From Charlottesville I 64 West to Ivy exit,left on Dick Woods Road to 4042 Dick Woods Road on right Name of Proposed Subdivision Tax Map 73-3IA Other Property Identification Dimension/Acreage of Property 6.17 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,existing,individual General size of lots 2.0Ac,and 4.17 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology(optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot,if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied. I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the :pose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Foil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. /1)7/A) Signature of Owner/Agent Date VD Use Only Commonwealth of Virginia Health Department A ID# Application for Subdivision Review Due Date — Nose (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 PPirgVE© Soils Study for Drain Field Sites Lots A and B A Division of Tax Map 73-31A Albemarle County Prepared for: Michael and Alison Weber 1855 Westview Road Charlottesville,VA 22903 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 January 17, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit I I Certification Letter n Subdivision Approval!• 1 Property Location: 911 Address: 4042 Dick Woods Road City: Lot A Section Subdivision GPIN or Tax Map# 73-31A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Michael and Allison Weber Street: 1855 Westview Road City:Charlottesville State VA Zip Code 22903 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# `4,11.• Address City State Zip Code Date of Report 1/17/15 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. 1 1 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 51 be(select one)issued denied❑. / / OSE/PE Signature e2)-0-dc- Date 1 l )71�' Soil Profile Reserve Drain Field Lot A A Division of TM 73-31A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Dark red 2.5YR 3/6) silty clay loam 3 4-84 Bt Red(10R 5/8) silty clay loam 3 84-107 Bt2 Light red(2.5YR 6/8) clay loam 3 107-120 C Brownish yellow(10YR 6/8)sandy loam 2 2 0-4 A Dark red 2.5YR 3/6) silty clay loam 3 4-48 Bt Red(10R 5/8) silty clay loam 3 48-102 Bt2 Light red(2.5YR 6/8)clay loam 3 102-120 C Yellowish red(5YR 5/8) sandy loam 2 3 0-10 A Brown(7.5YR 4/2) clay loam 3 10-30 Bt Reddish brown(2.5YR 5/4)clay loam 3 30-66 Bt2 Red(10R 5/8) silty clay loam 3 66-120 C Brownish yellow(10YR 6/8) sandy loam 2 4 0-6 A Dark red 2.5YR 3/6) silty clay loam 3 6-70 Bt Red(10R 5/8) silty clay loam 3 70-88 Bt2 Light red(2.5YR 6/8) clay loam 3 88-120 C Reddish brown(5YR 5/4)to yellowish brown(10YR 5/8) 2 sandy loam 5 0-5 A Brown(7.5YR 4/2) clay loam 3 5-60 Bt Red(10R 5/8) silty clay loam 3 60-75 Bt2 Light red(2.5YR 6/8) clay loam 3 75-120 C Yellowish red(5YR 5/8) sandy loam 2 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/17/15 Submitted to Albemarle County Health Department Applicant Michael and Alison Weber Telephone Number Address 1855 Westview Road Charlottesville,VA 22903 Owner same Address same Location 4042 Dick Woods Road Tax Map 73-31A Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes 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) X No 7 Yes inches - Free water resent X p No r Yes range in inches '"Soil percolation rate estimated IX Yes Texture group I II CO IV No Estimated rate 60 min/inch 7. Permeability test performed I Yes 5( No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 96" 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) Pcor_ 09-7 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, l'6nly the reserve area(check one)for_Lot A —A Division of TM 73-31A(Property ID). Design Basis Total length of available area: 75' +40' Total width of available area: 57 Estimated Pere. Rate: 60 at 96" in.(depth) Number f bedrooms(orGPD): 4 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Seconds (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 203 Total trench bottom area required: 812 Area Calculations Number of trenches 5(3 75's+2 38's) Length of trenches:75' +38' 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: 900 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 ?cry 5 OF T.M.73-31C K I SHORE %.t.SHAI4 AND SONAL TRUSTEES OF THE SHAH FAM: D.B.3591-110 Now D.B.3364-157, 161 & 161 D.B. 1890-587 PLA' T.M.73-31D PIPE ICHAEL JOSEPH WEBER. _ FOUND F THE DAVID CARL WEBER TRUST ON OF TRUST DATED NOVEMBER 11. 1998 D.B.3364-161 \ 4 0). 0.8.3364-160 PLAT 6� " 0 D.B.3364-157 ` 2O' 0.8.2693-446 IRON D.B.660-37 PLAT F+ i labiliktkelnliald ,51 IRON A SET 160 BLDGS �,(, Op,,a .6a E rpA•S�,9 r • WELL POLE 0/6, kts, FOUND D 2 -122., AIG , 4'rNFTY0 v� A ZZ -` .-A A . . .�/�.; . _, FLAG° FLAG Ale 11' _ 1 0 02-STORY A4 ,; --POLE 0• FLAG /p FRAME E FLAG FL G DWELLING ■ 85 PROPOSED c DRAINFIELD PROPOSE c %) `�.\ ‘D AAA WAcRES A2 4. Dr( mfietd F ✓ RON `� i �� 15 �� s . FOUND ,, ;Nikki GRAVEL A3 ,,� ;\\ DRIVE', ROt ' T.M. 73 31A : FOUND , t , i2"W G ;' `��`' �, \ ''� vS 'pP-= 5 S52'20'28"I Vs �\ �o•,}� .‹.Ck , -",:„ C''.4-1.:" 119. 12' E \ IRON . 00 ACRES -\ pA. :'1 y Q • 708 �t FOUND ,P4 '` �'�=0� :ASEMENT) , `:\ rFOUOND • core * s ,i;'., Re •h� '-63:�.� o : . p�A ! 6A N30 '48'40"W .Q� �� 125.30° o ti -"Q' I' 564'30'32"W POLE - -�r 15.32' IRON 44' =;�p"�o,�� HEALTH DEPART SET RON `�-'�� NOT FOR REC( S64'30'32"W-1`' FOUND tit a, 10.02' ' p BLE WIDTH R/W . 4 , ;,--4x$:" 1 & HWY.P.B.IX-200) `a RON ` FOUND ;- 561 .16'52"W IRON FOUND ' "- 100.46' 51 '31'08"W 2.69' '` SCALE: 1" FROM CORNER Scale 1"= 100' .- Soil Profile Hole , N65'14' 17 Proposed Reserve Drain Field Site DATE: DECEM81 `'aa ` 36.39' )Jot A i A Division of Tax Map 73-31A _ Albemarle County,Virginia Steve Gooch Consulting Geologist ROGER W.RAY 6 i 1717-18 ALLIE 300 703 Oliver Creek Road CHARLOTTESVILLE, V Troy, TELEPHONE: (43, ro�,Virginia 22474 Page 1 of 6 OSE/PE Report for: Construction Permit I I Certification Letter n Subdivision Approval 1 Property Location: 911 Address: 4042 Dick Woods Road City: Lot B Section Subdivision GPIN or Tax Map# 73-31 A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Michael and Allison Weber Street: 1855 Westview Road City:Charlottesville State VA Zip Code 22903 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 1/17/15 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 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. 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 permits certification letter subdivision approval 0 be(select one)issued 0 denied❑. OSE/PE Signature ' 7 ?. te, z i 77%L Date I f) b ...) Soil Profile pot.„ ac- Lot B A Division of TM 73-31A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group Primary Drain Field 3 0-4 A Dark red 2.5YR 3/6) silty clay loam 3 4-84 Bt Red(10R 5/8) silty clay loam 3 4 0-7 A Dark red 2.5YR 3/6) silty clay loam 3 7-84 Bt Red(10R 5/8) silty clay loam 3 5 0-6 A Dark red 2.5YR 3/6) silty clay loam 3 6-84 Bt Red(10R 5/8) silty clay loam 3 6 0-4 A Dark red 2.5YR 3/6) silty clay loam 3 4-84 Bt Red(10R 5/8) silty clay loam 3 7 0-4 A Dark red 2.5YR 3/6) silty clay loam 3 4-84 Bt Red(IOR 5/8) silty clay loam 3 Reserve Drain Field 1 0-6 A Dark red 2.5YR 3/6) silty clay loam 3 4-84 Bt Red(10R 5/8) silty clay loam 3 2 0-4 A Dark red 2.5YR 3/6) silty clay loam 3 7-84 Bt Red(10R 5/8) silty clay loam 3 5 0-6 A Dark red 2.5YR 3/6) silty clay loam 3 6-84 Bt Red(10R 5/8) silty clay loam 3 Page of 6 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/17/15 Submitted to Albemarle County Health Department Applicant Michael and Alison Weber Telephone Number Address 1855 Westview Road Charlottesville,VA 22903 Owner same Address same Location 4042 Dick Woods Road Tax Map 73-31A Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes No Describe side slope 2. Slope 6 °A) 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 Yes range in inches `6. Soil percolation rate estimated `X Yes Texture group I II -III IV I No Estimated rate 90 min/inch 7. Permeability test performed Yes !x No If yes, note type of test performed and attach iX Site Approved: Drainfield to be placed at 60" 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) PGi407- 6 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, Znly the primary area, ❑ only the reserve area(check one)for Lot B —A Division of TM 73-31A(Property ID). Design Basis Total length of available area: 100' Total width of available area: 100' Estimated Perc.Rate: 90 at 60" 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: 786 Total trench bottom area required: 3144 New- Area Calculations Number of trenches 11 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 93' Total trench bottom area provided: 3300 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 et?.- 6 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. Now- This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, [ 'only the reserve area(check one)for Lot B —A Division of TM 73-31A(Property ID). Design Basis Total length of available area: 75' Total width of available area: 65' Estimated Perc. Rate: 90 at 60" 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: 306 Total trench bottom area required: 1224 Area Calculations Number of trenches 7 Length of trenches: 75' 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: 1575 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.73-31C KISHORE J.SHAH- AND SONAL TRUSTEES OF THE SHAH FAM: D.8.3591-110 D.B.3364-157, 161 & 161 D.B. 1890-587 PLA T.M.73-31D FOUND ICHAEL JOSEPH WEBER. PIPE F THE DAVID CARL WEBER TRUST ON OF TRUST DATED NOVEMBER 11. 1998 0.8.3364-161 \ " 00 D.B.3364-160 PLAT 0'3 ' ,N' 0.8.3364-157 \ 20• 0.8.2693-446 IRON D.B.660-37 PLAT FOUNT 7 ' ' Willed '^----- (.61,f r(*.) its • IRON a 11 '''AME i%- SET 10 ' BLDGS �2 n teP .sco op IRON t x 6 A s . `e, FLAG • WELL P O L E e.f. : FOUND 2 = 4/ ). T9. a 22 �,` `.'�• s •� r. _ . _. FLAG FLAG A4 ® , Ai• 11j'''-- `D•' r o 02-STORY �; r-POLE FRAME \ �F�L�A�G ■ \ FL s` SEPTIC DWELLING •=A\c: , LA6�,'s■ '\ w a y F G LOT A {." 1/ \ ',\ ,0 4. 17 ACRES C i A3 V FOUND eq ��� o GRAVEL ,\ a � ' I infield DRIVE�,, 1. '\ \\ _ } - \\ I T.M.73 31A .FFOUND !' `-, yt'� ' cps'2�0 ■`S52'20'28"I \', r � -----"sr Q'-'S`�-' 119. 12 E 708 �',.\ IRON .00 ACRES SIP- 36A• ',�. ��y. FOUND "-G ROAD i \ 44'9* ,,;°"i, 61k d ' IRON ' :ASEMENT) �,\ ! P s.:1 �,- 1 U@ g• =.63.3 `; �,, FOUND o _'� .,s � A 'ra N30 '48'40"W .off -;iii-lp• 125.30' o ti 96.4 30 32°W ' ,),a POLE '- �``�`}� HEALTH DEPART 15_32' ,' IRON -, -��'-�� ' '`' SET '2 RON `?-"O' NOT FOR REC( S64'30'32"W FOUN `f , 10.02' �. - POy� %BLE WIDTH R/W �\ RON '- -'-4QP 1 & HWY.P.B.IX-200) FOUND ;- S61 '1&'52"W IRON FOUND -'- 100.46' 51 '31'08"W 2.69` , FROM CORNER Scale 1"= 100' Soil Profile Hole SCALE: 1" N65'14' 17"W House, Well and Drain Field Sites DATE: DECEMBt ------.. 36.39' Lot B A Division of Tax Map 73-31A ' 0' Albemarle County,Virginia Steve Gooch Consulting Geologist ROGER 300 703 Oliver Creek Road CHARLOTTESVILLE, V Troy,Virginia 22974 TELEPHONE: (434 a ti w 0 U LO z I m CD a 1- aC z CC U) H W H Q H 3 J c\n°1�IUO w I- Cu - m I- w H Q w H U) H O X 0 Z�2 2 0 >- w .-• ZMW H 0 2 Z 0 LL 0 Q w U U I-3 J w O) f W < 0 F- < aL N 2 _1W02 a CC o I 1- m aJzw 2 D CC a CC a I- I- Cu CL -1 2 >-a U) J ID F- m 2 0 1- w D U) co 1- U H GO m Z Q J D U) 0 Z W 0 a ri Zw2I- Z < 0 Z W CO z21-z H 0 Z al- w 0 < w a >0 3 (11 a2Hd H z m o U Q.Q 0) LLH3°J D 2 < U CC Q O.-. 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