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SUB201400219 Approval - Agencies 2015-01-15
�..� VPIG�f�D Soils Study for Drain Field Sites Lots 1 and 2 A Division of Tax Map 55-39 Albemarle County Prepared for: Andrew and Holly Macasek 916 Ranier Road Charlottesville, VA 22903 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 January 15, 2015 Page 1 of 12 �..- OSE/PE Report for: — Construction Permit fl Certification Letter Subdivision Approval Y Property Location: 911 Address: 1336 Lanetown Road city: Crozet — Lot 1 Section Subdivision GPIN or Tax Map# 55'39 Health Dept lD# Latitude Longitude Applicant or Client Mailing Address: Name: Andrew and Holy Macasek Street: 916 Ranier Road City:Charlottesville State VA Zip Code 22903 Prepared by: OSE Name Steve Gooch License# 1 940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: Michael Craun License# 036859 `" Address 2036 Forest Drive City Waynesboro State VA Lip Code 22980 Date of Report 1114/15 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,Abbrepi�t��st� LI L y , OSE Cover Page _ Abbreviated Design For' 4,/ Soil Profile Sheets Survey Plat ,'" r 0 Soil Information Summary Sheets `-- r Tr,� r.FT F.C�,�u r T i: r , Certification Statement , `,`- f 1 IAt% i hereby certify that.the evaluations and/or designs contained herein were conducted in accordance witl`ahe'tmage Handling Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicabfr.iaW.A atikiff. policies implemented by the Virginia Department of Health. 1 further certify that I currently possess any proie5slfat I(�; ;+ fired by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licdnsure to perform the work contained herein. The work attached to this cover page has been conducted under an exemption to the practice of engineering,specilically the exemption in Code of Virginia Section 54.1402.11 I recommend that a(select one): nstruction permit . ation letter subdivision approval ✓ ter.. be(select one)issued✓ denied . OSErPE Signature iftlit /hat- r / Date Soil Profile Primary Drain Field Lot 1 A Division of Tax Map 55-39 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Dark gray(10YR 4/1) sandy clay loam 2 3-16 E Very pale brown(10YR 7/4) sandy clay loam 2 16-28 Bt Light brown(7.5YR 6/4) sandy clay, iron depletions, gray 4 (10YR 5/1) mottles @ 25" 28-37 C Brownish yellow(10YR 5/6) sandy clay loam, gray 2 (10YR 5/1) feldspar 37- Cr Granite 2 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-12 E Pale brown(2.5Y 7/4) sandy clay loam 2 12-32 Bt Reddish yellow(7.5YR 6/6) silty clay loam 3 32-43 Cl Yellow(10YR 7/6) clay loam, gray (10YR 5/1) mottles 3 43-60 C2 Pale brown(2.5Y 7/3) sandy clay loam, gray (10YR 5/1) 2 mottles 3 0-6 A Dark gray(10YR 4/1) sandy loam 2 ,iar 6-13 E Pale brown(2.5Y 7/4) sandy clay loam 2 13-44 Bt Reddish yellow(7.5YR 6/6) silty clay loam 3 44-60 C Yellowish brown(10YR 5/8) sandy clay loam, white 2 (10YR 8/1) feldspar 4 0-3 A Dark gray(10YR 4/1) sandy loam 2 3-10 E Pale brown(2.5Y 7/4) sandy clay loam 2 10-31 BC Red (2.5YR 5/8) silty clay loam, some granite fragments 3 31- Cr Granite 5 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-12 BE Light reddish brown(2.5YR 6/8) silty clay loam 3 12-31 Bt Red(10R 5/8) silty clay 4 31-60 C Yellowish red (5YR 5/8) sandy clay, gray(10YR 5/1) 4 feldspar 19 0-4 A Dark gray(10YR 4/1) sandy loam 2 4-8 E Pale brown(2.5Y 7/4) sandy clay loam 2 8-21 Bt Light reddish brown(2.5YR 6/4) silty clay loam 3 21-60 BC Red(10R 5/6) silty clay loam and yellowish brown 3 (10YR 5/8) sandy clay loam Soil Summary Report tea —�z GENERAL INFORMATION )ate 1/14/15 Submitted to Albemarle County Health Department "fte'Applicant Andrew and Holly Macasek Telephone Number Address 916 Ranier Road Charlottesville,VA 22903 Owner same Address same Location 1336 Lanetown Road Tax Map 55-39 Subdivision Block/Section Lot 1 SOIL INFORMATION SUMMARY - pt;'tYvlc�w7 o pJc� 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 18 3. Depth to rock or impervious strata: Max. 60"+ Min. 31" None 4. Depth to seasonal water table(gray mottling or gray color) No X Yes inches 25" 5. Free water present No Yes range in inches 18" 6. Soil percolation rate estimated X Yes Texture group I II III (j) No Estimated rate 120 min/inch ',mot. Permeability test performed X Yes No If yes, note type of test performed and attach KSAT 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. 7. Other Specify `�` (attach additional pages if necessary) Drainfield Design Calculations Page << of 12- Project: 1336 Lanetown Rd Crozet Va Drainfield Area: Lot 1 - 3 acre parcel -Primary Distribution Method: Drip Effluent Quality:TL3 Design Basis A. Estimated Percolation Rate 120 @ 6" Trench Bottom Area .11 gpd/sgft B. Basis Table 2 Max allowable .167 gpd/sgft C. Water Usage (GPD) 600 (4 Bdr) Area Calculations Length of Drip (ft.) 120 D. Length Available (ft.) 120 E. Width of Trench(ft.) NA F. Number of Drip Lines 23 G. Center to Center Spacing(ft.) 1 Width Required(ft.) 45 H. Width of Available Area(ft.) 45 I. Total Square Footage Required(sqft) 5400 J. Square Footage in Design(sqft) 5400 Reserve Requirement(%) 100 K. See Reserve Design Notes: Additional Topsoil over dripfield (2"to 4") [K Yes No Lift pump required in basement Yes No Emitter spacing 1' on center Old Dominion Engineering PU 4r2-- 4.%6-CI Z••' 1 1,11101 co I WA N i 01 CO N .4 j N N , r; O, CO ts• Is• N i N. 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Group 6 0-3 A Dark gray(10YR 4/1) sandy clay loam 2 3-12 E Pale brown(2.5Y 7/4) sandy clay loam 2 12-48+ Bt Reddish yellow(7.5YR 6/6) sandy clay,yellow 4 (10YR7/8 mottles @ 17", gray 10YR 5/1) mottles @ 25" 7 0-9 A Dark gray(10YR 4/1) sandy clay loam 2 9-18 E Pale brown(2.5Y 7/4) sandy clay loam 2 18-48+ Bt Yellow(2.5Y 7/9) sandy clay, gray (10YR 5/1) mottles 4 8 0-5 A Dark gray(10YR 4/1) sandy clay loam 2 5-12 E Pale brown(2.5Y 7/4) sandy clay loam 2 12-48+ Bt Brownish yellow(10YR 6/8) sandy clay, gray (10YR 5/1) 4 mottles 9 0-5 A Dark gray(10YR 4/1) sandy clay loam 2 5-12 E Pale brown(2.5Y 7/4) sandy clay loam 2 12-48+ Bt Brownish yellow(10YR 6/8) sandy clay, gray (10YR 5/1) 4 mottles 10 0-6 A Dark gray(10YR 4/1) sandy clay loam 2 6-18 E Pale brown(2.5Y 7/4) sandy clay loam 2 18-48+ Bt Light yellowish brown(10YR 6/4) sandy clay, light red 4 2.5YR 6/8) iron depletions, gray (10YR 5/1) mottles Page 7 of /Z Appendix 2 Soil Summary Report '" GENERAL INFORMATION Date 1/9/15 Submitted to Albemarle County Health Department Applicant Andrew and Holly Macasek Telephone Number Address 916 Ranier Road Charlottesville,VA 22903 Owner same Address same Location 1336 Lanetown Road Tax Map 55-39 Subdivision Block/Section Lot 1 SOIL INFORMATION SUMMARY - Pje,5etue, nyttl;n f Q 1. Position in landscape satisfactory? X Yes - No Describe side slope 2. Slope 11 % 3. Depth to rock or impervious strata: Max. Min. None 4. Depth to seasonal water table(gray mottling or gray color) No X Yes inches 12" Free water present No x Yes range in inches 28" 6. Soil percolation rate estimated X Yes Texture group I II Ill IQ No Estimated rate 120 min/inch 7. Permeability test performed X Yes No If yes, note type of test performed and attach KSAT X Site Approved: Drainfield to be placed at 2" 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. J. Other Specify (attach additional pages if necessary) — Drainfield Design Calculations Page of I Z Project: 1336 Lanetown Rd Crozet Va Drainfield Area: Lot 1 -3 acre parcel -Reserve Distribution Method: Drip Effluent Quality:TL3 with disinfection Design Basis A. Estimated Percolation Rate 120 @ 2" Trench Bottom Area .108 gpd/sgft B. Basis Table 2 - .167 gpd/sgft max allowable C. Water Usage(GPD) 600 (4 Bdr) Area Calculations Length of Drip (ft.) 65 D. Length Available (ft.) 120 E. Width of Trench(ft.) NA F. Number of Drip Lines 43 �r.. G. Center to Center Spacing (ft.) 2 Width Required(ft.) 85 H. Width of Available Area(ft.) 85 I. Total Square Footage Required(sqft) 5525 J. Square Footage in Design(sqft) 5525 Reserve Requirement(%) NA K. Notes: Additional Topsoil over dripfield (8") X Yes No Lift pump required in basement Yes No Emitter spacing 1' on center Old Dominion Engineering f aR t, ,4,.....i, 1 . N. 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SET FOUND East h11418086 0.8.2278-3410PLA' M -gym I. . :: .. •- 316 a ! # N °' G yl&I Rot r" FLAG .is t.l , ®FLAG #1 -b1�FLAG� 5` LOT 2 9�'tJ+ FLAB 4P:.:1(-J°.; - .10 ,-"LAG . 2. 13 ACRES ,/ / 'STONE 5� n" ODD PIPE FOUND FOUND ® oar ' D L ss ANFA OF PRC North 3914831 LAG #2 AREA SEPT/C 4.East 11417720 E °RA I -D FLAG �Ai __ p , ' ' ; FRAME • ,a, • '1&s. / 0 . 7''":`., ' ? stir v ____� BLDG` :, s, - Hou ::3 #G j<< 4' 'pj &WIT.M.55-38 LOT 1 ` NNIFREDEC.SRREA 3, O© s�� `2-STORY ACR S 3 �, .--die, FRAME POLE D.B.3024-63 D.8. 140-298 DESC. x 0.8. 128-495 PLAT .- '.•,' l teRON �` #� `; , ' PIPE FOUND i.25'SOUTHWEST SET h. ? s '`� ,• #17 Dra . OF PROPERTY LINE nR osE J ORAnFIELD i Fu AREA ,S 4�. AG #22 E�A688 a0 PO E•488.5 FIRE F T.M.55-38A 14e� , o HYD S JAMES 8.REA. JR. '�:�„' & WINNIFRED C.S.REA RON - D.B.4346-449 POLE SET,,- • D.8.296-101 PLAT North S5to 3914435 IRON East 11418328,/FOUND 10' WATER VAL /' �.' 552'37'54"W 5 13 Scale 1"= 100' •- Soil Profile Hole House, Well and Drain Field Sites Lot 1 A Division of Tax Map 55-39 .4,..., Albemarle County, Virginia GRAPHIC SCALE 1"---100 ' Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 0 100 200 300 Page 1 of 9 _ N....... OSE/PE Report for: , Construction Permit] Certification Letter.7 Subdivision Approval NI Property Location: 911 Address: 1336 Lanetown Road City: Crozet Lot 2 Section Subdivision GPIN or Tax Map 4 5539 Health Dept ID 4 Latitude Longitude _ . Applicant or Client Mailing Address: Andrew and Holy Macasek Name.: — Street: 916 Ranier Road City:Charlottesville — State VA Zip Code 22903 _ Prepared by: Steve Gooch License# 1940001284 OSE Name Address 703 Oliver Creek Road _ City Troy State VA Zip Code 22974 PE Name: Michael Craun License 4 036859 Address 2036 Forest Drive Waynesboro City b State VA Zip Code 22980 ____ Date of Report 1/14/15 Date of Revision 41 _— OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g..Site Evaluation Summary.Soil Protile Descriptions,Site Sketch,Abbreviated pc,4144:14.9 ,,Fj OSE Cover Page Abbreviated Design ForrrW ,,Ov.' i ,fr ,' k'.: ' j Ir. 4.--;'• 7, Soil Profile Sheets Survey Plat .• '--• / /. . - 1- ,‘ c , i-- - c,4-, Soil Information Summary Sheets , ,-• c--) , . Certification Statement ---) ., , —/1-/.5 le I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Se4usl-landling and ,.c. Disposal Regulations(12 VAC5-6101.the Private Well Regulations(12 VAC 5-630)and all other applicable 6ws.;-regli,kat,loptsca.0-.r:"; policies implemented by the Virginia Department of I lealth. I further certify that I currently possess any professionkficetkkAki4V by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with la:ertaiMi' perform the work contained herein. ---,- . f The work attached to this cover page has been conducted under an exemption to the practice of engineering.specitica II v the ____ exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction perinitil :.r Ication letterll subdivision approval he(select one)issued denied ED. /i ,....... OSE/PE Signature .-eile----,277C/4— Date ibilk_ Pcoru_ 2- c e1 Soil Profile Primary Drain Field Lot 2 .. A Division of Tax Map 55-39 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 11 0-7 A Dark grayish brown(10YR 4/2) sandy loam 2 7-18 Bt Red(2.5YR 5/6) silty clay 4 18-52 BC Red(2.5YR 5/6) silty clay, yellow(10YR 5/8) silt loam, 4 white (10YR 8/1) feldspar below 38" 52-60 C Yellow(10YR 7/8) silty clay loam 3 12 0-9 A Dark grayish brown(10YR 4/2) sandy loam 2 9-14 BE Reddish yellow(7.5YR 6/6) silty clay loam 3 14-55 Bt Red(10R 5/8) silty clay, yellow(10YR 7/8) mottles 4 55-60 CB Yellow(10YR 7/8) silty clay loam,red (10R 5/6) silty clay 4 13 0-6 A Dark grayish brown(10YR 4/2) sandy loam 2 6-10 E Pale brown(2.5Y 7/4) sandy clay loam 2 10-47 Bt Brownish yellow(10YR 6/6) sandy clay, red (2.5YR 5/8) 4 iron depletions @ 18", gray(10YR 5/1) mottles @ 22" 47-60 Bt2 Red(2.5YR 5/8) silty clay 4 *410. 14 0-10 A Dark grayish brown(10YR 4/2) sandy loam 2 10-32 Bt Brownish yellow(10YR 6/6) sandy clay, pale brown 4 (2.5Y 7/4) mottles @ 20", gray(10YR 5/1) mottles @ 24" 32-60 Bt2 Red(2.5YR 5/6) silty clay,yellow(10YR 7/8) sandy clay 4 15 0-10 A Dark grayish brown(10YR 4/2) sandy loam 2 10-34 Bt Brownish yellow(10YR 6/6) sandy clay, pale brown 4 (2.5Y 7/4) mottles @ 20", gray(10YR 5/1) mottles @ 24" 34-60 Bt2 Red(2.5YR 5/6) silty clay,yellow(O1YR 7/8) sandy clay 4 Page 3 of el Appendix 2 Soil Summary Report ..r GENERAL INFORMATION Date 1/9/15 Submitted to Albemarle County Health Department Applicant Andrew and Holly Macasek Telephone Number Address 916 Ranier Road Charlottesville,VA 22903 Owner same Address same Location 1336 Lanetown Road Tax Map 55-39 Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY- Priwtgti 'tut,t c,e d 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) No X Yes inches 20" N""''5. Free water present X No Yes range in inches 6. Soil percolation rate estimated X Yes Texture group I II III (EV No Estimated rate 120 min/inch 7. Permeability test performed X Yes No If yes, note type of test performed and attach KSAT X Site Approved: Drainfield to be placed at 4" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) Drainfield Design Calculations Page y of 1 Project: 1336 Lanetown Rd Crozet Va Drainfield Area: Lot 2—2.13 acre parcel -Primary Distribution Method: Drip Effluent Quality:TL3 Design Basis A. Estimated Percolation Rate 120 @ 4" Trench Bottom Area .1 gpd/sgft B. Basis Table 2 Max allowable .167 gpd/sgft C. Water Usage(GPD) 600 (4 Bdr) Area Calculations Length of Drip (ft.) 80 D. Length Available (ft.) 80 E. Width of Trench(ft.) NA F. Number of Drip Lines 38 G. Center to Center Spacing (ft.) 2 Width Required(ft.) 75 H. Width of Available Area(ft.) 75 I. Total Square Footage Required(sqft) 6000 J. Square Footage in Design(sqft) 6000 Reserve Requirement(%) 100 K. See Reserve Design Notes: Additional Topsoil over dripfield (6") x Yes No Lift pump required in basement Yes No Old Dominion Engineering Soil Profile Reserve Drain Field Lot 2 A Division of Tax Map 55-39 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 13 0-6 A Dark grayish brown(10YR 4/2) sandy loam 2 6-10 E Pale brown(2.5Y 7/4) sandy clay loam 2 10-47 Bt Brownish yellow(10YR 6/6) sandy clay, red (2.5YR 5/8) 4 iron depletions @ 18", gray (10YR 5/1)mottles @ 22" 47-60 . Bt2 Red(2.5YR 5/8) silty clay 4 14 0-10 A Dark grayish brown(10YR 4/2) sandy loam 2 10-32 Bt Brownish yellow(10YR 6/6) sandy clay, pale brown 4 (2.5Y 7/4) mottles @ 20", gray (10YR 5/1) mottles @ 24" 32-60 Bt2 Red(2.5YR 5/6) silty clay, yellow(10YR 7/8) sandy clay 4 16 0-6 A Dark grayish brown(10YR 4/2) sandy loam 2 6-46 Bt Yellowish brown(10YR 5/4) silty clay, gray (10YR 5/1) 4 mottles @ 22" 46-60 Bt2 Brownish yellow(10YR 6/8) silty clay, light gray 4 (10YR 6/1) mottles 17 0-8 A Dark grayish brown(10YR 4/2) sandy loam 2 8-15 E Pale brown(2.5Y 7/4) sandy clay loam 2 15-25 Bt Yellow(10YR 7/8) sandy clay, red (2.5YR 5/8) iron 4 depletions @ 20",gray (10YR 5/1) mottles @ 22' 25-60 C Reddish yellow(5YR 6/6) sandy clay loam, gray 2 (10YR 6/1) mottles 18 0-5 A Dark grayish brown(10YR 4/2) sandy loam 2 5-12 E Light yellowish brown(10YR 6/4) sandy clay loam 2 12-36 Bt Yellowish brown(10YR 5/8) sandy clay, gray (10YR 5/1) 4 mottles 36-48 Bt2 Yellow(2.5Y 7/6) clay, gray 10YR 5/1) mottled sandy clay 4 48-60 Bt3 Light brownish gray(10YR 6/2) mottled clay,yellow 4 (10YR 7/8) sandy clay loam Page 6 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 119/15 Submitted to Albemarle County Health Department Applicant Andrew and Holly Macasek Telephone Number Address 916 Ranier Road Charlottesville,VA 22903 Owner same Address same Location 1336 Lanetown Road Tax Map 55-39 Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY- 121e72ctre_ Ofaitv h e 1 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) No X Yes inches 12" '*.r'. Free water present X No Yes range in inches 6. Soil percolation rate estimated X Yes Texture group I II Ill IV No Estimated rate 120 min/inch 7. Permeability test performed X Yes No If yes, note type of test performed and attach KSAT X Site Approved: Drainfield to be placed at 2" 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. vw../. Other Specify (attach additional pages if necessary) Now Drainfield Design Calculations Page -7 of G( Project: 1336 Lanetown Rd Crozet Va Drainfield Area: Lot 2—2.13 acre parcel—Reserve Distribution Method: Drip Effluent Quality:TL3 with disinfection Design Basis A. Estimated Percolation Rate 120 @ 2" Trench Bottom Area .1 gpd/sgft B. Basis Table 2 Max allowable .167 gpd/sgft C. Water Usage (GPD) 600 (4 Bdr) Area Calculations Length of Drip (ft) 80 D. Length Available (ft.) 80 E. Width of Trench(ft.) NA F. Number of Drip Lines 38 Now G. Center to Center Spacing (ft.) 2 Width Required(ft.) 75 H. Width of Available Area(ft.) 80 I. Total Square Footage Required(sqft) 6000 J. Square Footage in Design(sqft) 6000 Reserve Requirement (%) NA K. Notes: Additional Topsoil over dripfield (8") X Yes No Lift pump required in basement Yes No Now Old Dominion Engineering Pcor-- 1C-9 1 ,.......--ii 1 , CO I N 0 N- N-i CO If.'"t'n•‘ N•-• NO o o , e 1 =•qk ,- .‘-•. ,-. ..-, .,-; ,- .2= co ..,.4.- . ■ : o g , i . .0 ...,5...- .• .-i- , . ; g .,_ — • '-',',,,, , , , . , <DI! cn , re O ! u), ,-......, op, §-5. 41," OD I CT) 3 `2, f21 A z ... .c () c 01 0 0 0 o 1 d . 2 0 c to, i , if) Z ,Z•. '-••1 E V, g 1.4 i , (/) ci co• : o , — , . N 1 c , si: ct NJ v.) .2. r, =, -0 • „,,•.; • 1 -. r N ..4 7 ,..i .5. .0 - 2 0 It i. u-) (''): el <”, ("')I 0) cl *. '0 0! 0 + o U.I c -5 0 I o ....... -±. .... A.,•-.. , ILI 'o 2 V.1 z -8 ° 14 ki• gig g g (1,1 g x t 3, „,1 .? .s - V`,'*' ail a, ti) tii WI a, Co LT .c ...I -g. .2, e•.......It r.... o to h. CO I ts- • •— -s B 1 ' 11qA,, ".1 C° c0 l'•: r--.1 0> 4; 0 re to i - '8 _ 1,,,,,,,•,„ col 4 oi cn oll ri N i . U) „,.. 0 ','• 0 . .p. A .,•,/5‘, I I Z g. 1 „„: co! co c••) c.) t•••)I -a- u) c751 6r. 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NIIIINI, No" THIS PLAT NOT FOR R T.M.55-58E COPY SHOWING CONTR ROLAND KENNETH BEARD, III TO SUBMETER AC( IRON & LINDA LEE BEARD TIED TO NORTH AI SET IRON North 3915009 D.8.988-103 DATUM OF 1983 ( FOUND East 11418086 D.B.2278-341 PLAT VIRGINIA SOUTF g r: a 0• inf} „,%),\ • i'i # ' / W 1 S o ROLAND KENNETH BEARD, III ssr.(z. 1) & LINDA LEE BEARD re ' y�” D.8.988-103 ,' ��® , "A LOT 2 rr y D.8.2278-341 PLAT .10/' N 2. 13 ACRES k" 4''' 4tAZ j'- PROOPPOSED PIPE FOUND 0.57'NORTHEAST PROPOSED Ds BRAINFIELD OF PROPERTY LINE T.M.55-58G AREA ROLAND KENNETH BEARD, II: FLAG DRAINFTIELD FLAB �. •\ - - & LINDA LEE BEARD +7 AREA ✓ � ; } 0.8.988-103 P • , , -: . "FRAME A min. well D.8.2278-341 PLAT 1011Se(ite �i "'"'IRON FOUND 0.27'NORTHEAST } a��-''� v99 OF PROPERTY I TNF �� 6 NOTE.EXISTING WELL TO BE LOT i :LA- S�, ,-' ` 2-STORY .:,14440,s •ABANDONED PER HEALTH `"� 3.00 ACR S ¢13 '� POLE ;� --is,-'' FRAME 1 ,DEPT.PRIVATE WELL ABANDONMENT PERMIT r , `�4 - p9Z' RA P ID3101-13-0008 4. �i�RON GRAVED , SET 'T,% i : s'-: :., AY fig IRON ,North 3914607 '., D€a . FOUND East 11418596. VEST PROPOSED , ADDITIONAL i SEPTIC • •, S59 '16' 17"W oRAAREA FLAG 0 ,69 140.38' E-408.2 IRON / 4j. FLAG #22 Q�� SET 4`'e. %w '.,�0, HYDE EON S5 20.00,1 W T.M.55-38A ?''.-.v' RoN - STATE ROUTE 684 (40 'R/W) JAMES B.REA. JR. WINNIFRED C.S.REA POLE SET ,/ LANETOWN ROAD (D.8.459-50) 0.8.4346-449 S57 '11 '31"W D.B.296-101 PLAT North 3914435 IRON 7 107.76' East 11418328/FOUND ' WATER VALVE FOR S52 '37'54"W REVIEW / /� 51. 13' Scale 1"= 100' -- Soil Profile Hole SCALE: 1" . DATE: House, Well and Drain Field Sites DECEMBEF Lot 2 A Division of Tax Map 55-39 FOR '"' Albemarle County,Virginia A.JOSEPH HOME 1"=1.00' Steve Gooch Consulting Geologist 703 Oliver Creek Road ROGER W.RAY & AS Troy,Virginia 22974 1717-i8 ALLIED 300 CHARLOTTESVILLE, VII TELEPHONE: (434)