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Home My WebLink AboutSUB201500103 Approval - Agencies 2015-08-10 Noe Now' 0D0 tAcyla R 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) Phone(434)972-6219 LOUISA COUNTY(LOUISA) Fax (434) 972-4310 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Charlottesville, Virginia 22906 August 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 45, Parcel 57A located in Albemarle County,Virginia. Dear Mr.Newberry: On July 27,2015,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. Sincerely, St en . argo V Environ ental Health S ecialist, Sr. Onsite Sewage and Wat r Programs 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 July 25, 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 Tract A(Residue) and Tract A-1 A Family Division of Tax Map 45-57A 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. 17-b--Q-Ue -D7/k.-- Steve Gooch Encl. Commonwealth of Virginia VDH Use Only Application for Subdivision Review Health Department ID# (Page 1 of 2 to be filled out by the Owner or Agent) Due Date Owner Herman and Stella Morris Phone (434)973-3490 Mailing Address 2470 Rio Mills Road Phone Earlysville,VA 22936 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 take Rt.29 North,left on Rio Mills Road to 2470 Rio Mills Road on left Name of Proposed Subdivision Tax Map 45-57A Other Property Identification Dimension/Acreage of Property 5.39 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing-spring,new-individual well General size of lots 2.39 Ac.and 3.0 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 purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. Signature of Owner/Agent Date Soils Study for Drain Field Sites Tract A (Residue) and A-1 A Family Division of Tax Map 45-57A Albemarle County p otranin,‘ Prepared for: Herman and Stella Morris 2470 Rio Mills Road Earlysville, VA 22936 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 25, 2015 New Soils Study for Drain Field Sites Tract A (Residue) and A-1 A Family Division of Tax Map 45-57A Albemarle County trAl h U iiL Prepared for: Herman and Stella Morris 2470 Rio Mills Road Earlysville,VA 22936 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 25, 2015 6 Page 1 of 5 OSE/PE Report for: n IConstruction Permit n Certification Letter I Subdivision Approval 1 Property Location: 911 Address: 2470 Rio Mills Road City: Lot A Section Subdivision Morris Property GPIN or Tax Map# 45-57A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Herman and Stella Morris Street: 2470 Rio Mills Road City:Earlsyville �' State VA Zip Code 22936 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA 22974 Zip Code PE Name: License# Nile+ Address City State Zip Code Date of Report 7/25/15 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. 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 15 Nair be(select one)issued 0 denied El. OSE/PE Signature JY".'.-eta it%Tip'` Date 7/Z51i6 P422- Z (IF—' Soil Profile Reserve Drain Field Tract A A Family Division of Tax Map 45-57A ti..► Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 9 0-5 A Dark gray(10YR 4/1) sandy loam, friable 2 5-24 E Very pale brown(10YR 8/3) sandy loam, friable 2 24- Cr 10 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2 3-24 E Very pale brown(10YR 8/3) sandy loam, friable 2 24-53 BC Yellowish red(5YR 5/8) sandy clay loam, friable 2 53-72 Cl Reddish yellow(5YR 6/8) sandy loam, friable 2 72-84 C2 Yellow(10YR 7/8) loamy sand, friable 1 11 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-17 E Brown(10YR 5/3) sandy loam, friable 2 17-34 Bt Reddish yellow(5YR 6/8) sandy clay loam, friable 2 34-84 C Very pale brown (10YR 8/3) loamy sand 1 12 0-5 A Dark gray(10YR 4/1) sandy loam, friable 2 5-26 E Very pale brown(10YR 8/3) sandy loam, friable 2 New 26-48 BC Yellowish red(5YR 5/8) sandy clay loam, friable 2 48-84 C Yellow(10YR 7/8) sandy loam, friable 2 13 0-4 A Dark gray(10YR 4/1) sandy loam, friable 2 4-18 E Very pale brown(10YR 8/3) sandy loam, friable 2 18-40 Bt Yellowish red(5YR 5/8) sandy loam, friable 2 40-60 BC Yellowish red(5YR 5/8) sandy clay loam, friable 2 60-67 C Yellow(10YR 7/8) sandy loam, granite fragments 2 67- Cr 14 0-6 A Dark gray(10YR 4/1) sandy loam, friable 2 6-23 E Very pale brown(10YR 8/3) sandy loam, friable 2 23-48 Bt Yellowish red(5YR 5/8) sandy clay loam, friable 2 48-84 C Yellowish brown(10YR 5/8) sandy clay loam, friable 2 Page 3 of c Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/25/15 Submitted to Albemarle County Health Department Applicant Herman and Stella Morris Telephone Number Address 2470 Rio Mills Road Earlysville, VA 22936 Owner same Address same Location 2470 Rio Mills Road Tax Map 45-57A Subdivision Block/Section Lot A(Residue) SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes No Describe side slope 2. Slope 11 % 3. Depth to rock or impervious strata: Max. 84"+ Min, 24" 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 445'.`Soil percolation rate estimated X Yes Texture group I II CIO 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 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. Other Specify (attach additional pages if necessary) Pay_ Y - 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. Nr This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, lily the reserve area(check one)for Tract A—A Family Division of Tax Map 45-57A(Property ID). Design Basis Total length of available area: 50' Total width of available area: 90' Estimated Perc.Rate: 55 at 12! in. (depth) Number of bedrooms(or GPD): 4 I 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 309 Total trench bottom area required: 4338* * includes 17% increase for slope Area Calculations Number of trenches 44 Length of trenches: 50' 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 86' Total trench bottom area provided: 4400 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 1 1 P64 e_ 6--Of A ( T ■■ - M . 4S ` 7.4., „7,41/2 p s' > i ec7- srFC B 294`7 p �,Q L 7 p 40 Wj0 „ ,,� 5,32 R1'/S ■■ 'I Ho . 11 II •,b,.• Well Site 4, � fen:posed Ej . ... ...7 .......\ ”.• ;E, e .0_, H � p' UTILITY 0Q °"n ytreti,, , -ItN,;;�e, 4 �`R/V,4T LINES zQ �L -4•`4 fisA ' � F s9 / \ -c' .t., •,• y 11m (••�8•55, 3 IRON . AD 100 FT.SEPTIC `32 p N - �'L'� ► , ` /2 �� , l IRON` , s __Ta C4 $t is 39/S (G�� . s5NCE� � •ss' ii , SET 1.* '�� ''4 20.00 ,- • 'e ' I sTRtof OS� ,4:5_,- �0 I l; j S19°4.: E yss° iRES. 2470 �/ Co 50. �� • .L.'3°5-815411W /S ,, ? f L= 02°! IRON FOUND AT A 79' 2 ap• IRON if,TALL WOOD POST DEVELOP SET i ,�_�R = 230 i'50.SPRtIVC 20.00 / I/ L = 114. 1 Scale 1"= 100' .4- Soil Profile Hole 9 i 2g> Ilia //Q• CS = SI18° Reserve Drain Field Site LA L. MORR IS �3 00' / / �' PROPERTY L Tract A(Residue) 04, 27.02' / CENTERLINE 64'' 1(/) PRESCRIPTIV A Family Division of TM 45-57A ESC. 1 i� Albemarle County,Virginia IRON N.. Steve Gooch Consulting Geologist FOUND ' � 703 Oliver Creek Road TO U.S. R T. 291 /�� Troy, Virginia 22974 r I /Q.,/.) ,� SHEET TWO OF TWO /oat Page 1 of 8 OSE/PE Report for: Construction Permit 1-7 Certification Letter 1-1 Subdivision Approval I r l Property Location: 911 Address: 2470 Rio Mills Road City: Lot A-1 Section Subdivision Morris Property GPIN or Tax Map# 45-57A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Herman and Stella Morris Street: 2470 Rio Mills Road City:Earlsyville State VA Zip Code 22936 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# fir.► Address City State Zip Code Date of Report 7/25/15 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. VIThe 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 ig be(select one)issued Q denied❑. us► OSE/PE Signature Date 7/Zs-1/5- 1 Z 1/7 Pet 5e_ z T Soil Profile Primary Drain Field Tract A-1 A Family Division of Tax Map 45-57A 'view Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-17 E Very pale brown(10YR 7/4) sandy loam, friable 2 17-50 Cl Yellowish brown (10YR 5/8) sandy loam, friable 2 50-72 C2 Pale brown(2.5Y 8/2) loamy sand, granite saprolite, 1 lithochromic 2 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2 3-7 E Light brown(7.5YR 6/4) sandy loam, friable 2 7-32 Bt Red(1OR 4/6) silty clay loam, firm 3 32-72 CB Strong brown(7.5YR 5/80 silt loam, red(2.5YR 4/6) clay 3 loam, friable 3 0-4 A Dark gray(10YR 4/1) sandy loam, friable 2 4-14 E Light brown(7.5YR 6/4) sandy loam, friable 2 14-37 Bt Red(1OR 4/6) silty clay loam, firm 3 37-72 BC Light red (2.5YR 6/6) clay loam, yellowish brown 3 (10YR 5/8) loam, friable 4 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-8 E Light brown(7.5YR 6/4) sandy loam, friable 2 8-30 Bt Light reddish brown(5YR 6/4) clay loam, friable 3 30-48 Cl Yellowish red (5YR 5/8) sandy clay loam, friable 2 48-72 C2 Olive brown(2.5Y 4/4) schist saprolite, crushes to silt loam 3 5 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2 3-14 E Light brown(7.5YR 6/4) sandy loam, friable 2 14-36 Bt Red(1OR 4/6) silty clay loam, firm 3 36-48 BC Red(2.5YR 5/8) clay loam,yellowish red(5YR 5/8) sandy 3 loam, friable 48-72 C Very pale brown(10YR 8/3) sandy loam 2 Page of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/25/15 Submitted to Albemarle County Health Department Applicant Herman and Stella Morris Telephone Number Address 2470 Rio Mills Road Earlysville, VA 22936 Owner same Address same Location 2470 Rio Mills Road Tax Map 45-57A Subdivision Block/Section Lot A-1 SOIL INFORMATION SUMMARY- 1�6 tJ1AG DICLAk„ Ftdd 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 11 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 Not 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 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 (attach additional pages if necessary) Pco,c_ ( L 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, EYonly the primary area, ❑ only the reserve area(check one)for Tract A-1 —A Family Division of TM 45-57A(Property ID). Design Basis Total length of available area: 70' Total width of available area: 70' Estimated Perc. Rate: 55 at 48" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 412 Total trench bottom area required: 1648 Nor Area Calculations Number of trenches 8 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 66; Total trench bottom area provided: 1680 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. 4"' Page of AOSE Form E Revised July 18,2007 Soil Profile Reserve Drain Field Tract A-1 A Family Division of Tax Map 45-57A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-4 A Dark gray(10YR 4/1) sandy loam, friable 2 4-17 E Very pale brown(10YR 7/4) sandy loam, friable 2 17-54 C Yellow(10YR 7/8) sandy loam w/granite fragments 2 below 40" 54- Cr 7 0-4 A Dark gray(10YR 4/1) sandy loam, friable 2 4-16 E Very pale brown(10YR 7/4) sandy loam, friable 2 16-43 Cl Reddish yellow(7.5YR 6/8) sandy loam, friable 2 43-66 C2 Light yellowish brown(10YR 6/4) loamy sand w/granite 1 fragments 66- Cr 8 0-4 A Dark gray(10YR 4/1) sandy loam, friable 2 4-12 E Very pale brown(10YR 7/4) sandy loam, friable 2 12-42 C Yellow(10YR 7/8) sandy loam w/granite fragments 2 below 30" �., 42- Cr Page 0 of Appendix 2 Soil Summary Report Now GENERAL INFORMATION Date 7/25/15 Submitted to Albemarle County Health Department Applicant Herman and Stella Morris Telephone Number Address 2470 Rio Mills Road Earlysville, VA 22936 Owner same Address same Location 2470 Rio Mills Road Tax Map 45-57A Subdivision Block/Section Lot A-1 SOIL INFORMATION SUMMARY - e t,e.- Q2tt'c Bea 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 11 % 3. Depth to rock or impervious strata: Max. 66" Min. 42" 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 `ufr Soil percolation rate estimated 'X Yes Texture group I �I III IV No Estimated rate 45 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 24" 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) ?u ht 7 (S--F 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 Ietter or subdivision approval. This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, -nly the reserve area(check one)for Tract A-1 –A_Family Division of TM 45-57A(Property ID). Design Basis Total length of available area: 50' Total width of available area: 50' Estimated Pere.Rate: 45 at 24'_' in.(depth) Number of bedrooms(or GPD): 4 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: – _ 152 Total trench bottom area required: 608 Area Calculations Number of trenches 5 Length of trenches: 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 39' Total trench bottom area provided: 750 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 ;klo�if : r t J pc4 t_ 41 A J W B Q�om � 4 v I ao 4 w N i V1.0 t 0. Z C--) rr) •412 . ' : A —,/... cv Neur- CO �. rs O do,` kj 0 0 I a _ ,� / z_�.J Tr m ro N w w ;7: 1 0 .'211$7.3:A16-Ak: kl�/ V W /`, /„. e„,A.• g i CO 0 M 0 /01t ti_ � � V. - ? v F/Fo , Z „ 2' X 66 ' i 401 IL r N ,_ i U3 a 1`) `� U . L(- it, t f- . .1t. to 7° $ , • ,, , I i �Vs ni f T 7f �rz, (s I v , - 04110:-,-,-- t AO.Q o z a zo_a 0 z iv L -c ,� a0aa 0-1 o V- , v 0- CC Cr 0 cr 11-1 CO 01 co � om cm i•-J • �` F- t3 Cl to v �'b� Scale 1"= 100' •- Soil Profile Hole t�z �4S o House, Well and Drain Field Sites o • Tract A-1 a W 4•---"• CC o A Family Division of TM 45-5 • 45-57A 2 _ w w j'` Albemarle County,Virginia Zi ? 3 _ _ !'� Steve Gooch Consulting Geologist :3Er2 O 0 - I. in 0 p- ��Cl) � h � � � � 0 703 Oliver Creek Road H w U 2 c _ c ti o Troy, Virginia 22974 Ce 0 w ca ao Cr O w 0 n 0 NM a X tr z Z N