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HomeMy WebLinkAboutSUB201300111 Approval - Agencies 2013-08-13 y� 1 T T , pproved, Mazt,rao-�..- 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 September 18,2013 J.T.Newberry Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems for TM 129,Parcel 4. Dear Mr.Newberry: On August 14,2013,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,and the Sewage Handling and Disposal Regulations(12 VAC 5-610-10 et seq.,the"Regulations"),(and local ordinances if the locality has authorized the local health department to accept private evaluations for compliance with 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 Onsite Soil Evaluator(OSE)or a Professional Engineer working in consultation with an OSE for residential development. This subdivision was certified as being in compliance with the Board of Health's regulations by: Stephen P.Gooch,OSE#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 is issued in reliance upon the certification that approved lots are suitable for "traditional systems,"however actual system designs may be different at the time construction permits are issued. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, Travis T.Davis Environmental Health Specialist Senior 04r ., ved Soils Study for Drain Field Sites Lot A and Residue A Division of Tax Map 129 Parcel 4 Albemarle County Prepared for: Paul Coleman 8761 Langhorne Road Scottsville, Virginia 24590 Prepared by: Gooch Engineering& Testing, Inc. 1821 Broadway Street Charlottesville, VA 22902 July 30, 2013 Page 1 of 8 OSE/PE Report for: N,,,.- Construction Permit I I Certification Letter I Subdivision Approval f Property Location: 911 Address: City: Lot A Section Subdivision GPIN or Tax Map# 129-4 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Paul Coleman Street: 8761 Langhorne Road City:Scottsville State Virginia Zip Code 24590 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# Address City State Zip Code Date of Report 7/30/13 t R r OSE/PE Job# :te o - •n ,'•-- 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 permit❑ certification letter subdivision approval ig be(select one)issued is denied❑. OSE/PE Signature "1 L0 '% IL Date ']/>413 Puy 2 o Y Soil Profile Primary Drain Field Lot A A Division of Tax Map 129-4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 4 0-10 A Reddish brown(5YR 5/4) clay loam 3 10-41 Bt Red (2.5YR 5/8) silty clay loam 3 41-60 Bt2 Reddish yellow(7.5YR 6/8) silty clay loam 3 5 0-14 A Reddish brown(5YR 5/4) clay loam 3 14-60 Bt Red (2.5YR 5/8) silty clay loam 3 6 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-14 BE Reddish yellow(7.5YR 6/8) clay loam 3 14-48 Bt Red (2.5YR 5/8) silty clay loam 3 48-60 Bt2 Weak red (10R 4/4) silty clay 4 7 0-7 A Reddish brown (5YR 5/4) clay loam 3 7-60 Bt Red (2.5YR 5/8) silty clay loam, some manganese below 3 48" 8 0-9 A Reddish brown (5YR 5/4) clay loam 3 9-52 Bt Red (2.5YR 5/8) silty clay loam 3 52-60 CB Olive yellow(2.5Y 6/8) clay loam and yellowish red 3 (5YR 5/8) silty clay loam 3 . r 1 R Y Page 77 of 8 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/9/13 Submitted to Albemarle County Health Department Applicant Paul Coleman Telephone Number (434)286-2552 Address 8761 Langhorne Road Scottsville, Virginia 24590 Owner same Address same Location Woodstock Farm on Rt. 6 (Irish Rd.) near intersection with Rt. 626 (Langhorne Road) Tax Map 129-4 Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY - Fp,""''? p - 11ej 1. Position in landscape satisfactory? (•X Yes I- 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) IX No E Yes inches g. Free water present Ix No r Yes range in inches Soil percolation rate estimated f5 Yes Texture group I II 1113 IV r No Estimated rate 90 min/inch 7. Permeability test performed r Yes CX No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 30" depth at site designated on permit. I Site Disapproved: Reasons for rejection: 1. I-- Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. cio\ 3. ru Insufficient depth of suitable soil to seansonal water table. I ` v' ;;:a 4. ll Rates of absorption too slow. - 'A 5. fl Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. I— Proposed system too close to well. 7. r Other Specify (attach additional pages if necessary) ?ale. yaFe 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, Conly the primary area, ❑ only the reserve area(check one)for_Lot A—A Division of Tax Map 129 Parcel 4 (Property ID). Design Basis Total length of available area: 205' Total width of available area: 50' Estimated Perc. Rate:90 at__30" in. (depth) Number of bedrooms (or GPD): 4 I 2 Conveyance Method : _Pump Distribution method (specify): Pump Dispersal system basis3cTable 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 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 48' Total trench bottom area provided: _ 3000 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. }i 0\1 'el IP.. c YF 4 j � 9 Y, 'wow Page of AOSE Form E Revised July 18,2007 /2Q55 c v Soil Profile Reserve Drain Field Lot A A Division of Tax Map 129-4 .r„ Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-7 A Reddish brown (5YR 5/4) clay loam 3 7-42 Bt Red (2.5YR 5/8) silty clay loam 3 42-54 Bt2 Reddish yellow(7.5YR 6/8) silty clay loam 3 54-66 C Light reddish brown (5YR 6/4) clay loam with shale 3 fragments 66- Cr 50%+ shale fragments 2 0-8 A Reddish brown (5YR 5/4) clay loam 3 8-55 Bt Red (2.5YR 5/8) silty clay loam 3 55-66 Bt2 Reddish yellow(7.5YR 6/8) silty clay loam 3 3 0-8 A Reddish brown (5YR 5/4) clay loam 3 8-39 Bt Red(2.5YR 5/8) silty clay loam 3 38-48 Bt2 Reddish yellow(7.5YR 6/8) silty clay loam, manganese 3 48-60 BC Light reddish brown(5YR 6/4) silty clay with shale 4 fragments Ni"..` 60- Cr 50%+ shale fragments 7 0-7 A Reddish brown (5YR 5/4) clay loam 3 7-60 Bt Red (2.5YR 5/8) silty clay loam, some manganese below 3 48" 8 0-9 A Reddish brown(5YR 5/4) clay loam 3 9-52 Bt Red(2.5YR 5/8) silty clay loam 3 52-60 CB Olive yellow(2.5Y 6/8) clay loam and yellowish red 3 (5YR 5/8) silty clay loam \,,* Y k c ., , ,' Nur Page 6 of I Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/9/13 Submitted to Albemarle County Health Department Applicant Paul Coleman Telephone Number (434)286-2552 Address 8761 Langhorne Road Scottsville,Virginia 24590 Owner same Address same Location Woodstock Farm on Rt. 6 (Irish Rd.) near intersection with Rt. 626 (Langhorne Road) Tax Map 129-4 Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY- f1j�9,ej rim del 1. Position in landscape satisfactory? rg Yes (— No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. 66"+ Min. 39" None 4. Depth to seasonal water table (gray mottling or gray color) ig No E Yes inches Free water present rX No E Yes range in inches Soil percolation rate estimated IX Yes Texture group I II cED IV r No Estimated rate 90 min/inch 7. Permeability test performed r Yes IX No If yes, note type of test performed and attach Ix Site Approved: Drainfield to be placed at 21" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3. E Insufficient depth of suitable soil to seansonal water table. { 4. r Rates of absorption too slow. 5. E Insufficient area of acceptable soil for required drainfield, and/or Rev Arm>, 6. r Proposed system too close to well 6 "? 7. r Other Specify t � (attach additional pages if necessary) pax7oc- � 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, only the reserve area(check one)for_Lot A—A Division of Tax Map 129 Parcel 4 (Property ID). Design Basis Total length of available area: 205' Total width of available area: 30' Estimated Perc. Rate: 90 at 21" in. (depth) Number of bedrooms(or GPD): 4 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: 306 Total trench bottom area required: —1224_ Now Area Calculations Number of trenches 5 Length of trenches: 100' 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 30' Total trench bottom area provided: 1500 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. t `'„ Page of AOSE Form E Revised July 18,2007 '420 II�� "V k Existing , House 7.rF,GI ND -r_ l ,,, (H Iran P `. (;1 . � o 9 IF Iron `';lei 1 jr ] Existin \ House \ \5 \.+ .SSA �rk,r r;ry '( iq.,.:;:;,il Y;_' Ca -iOr(' Hsi,' Proposed\ 'F` 1 iDitia[I t(f l' l N��O �lq bra >rNil G 11• 1 f 11 v, 4' i Drainfield \ ( `500 See Details , r' Tit rs 'r ;:t � `�\` N819,88' r� ; ,./`___ " 1.",r'r 9 , :A + Jackson Family L�, nl ed ',,,r: ilit'r`�i l 1 ` 3119.88' Detail 1"=200' DB 27` i Tie N83'S 30 W---_ _ IS ' — N: 3821919.74 7'm 129 4 bc� E: 11469338.16 I14 Paul M. Coleman �° col ) \ ,, DB 3176-21 FP , �'\ PB 3176 23 Plat ,�u'. \ ,, , ? Area=613.56± Ac. O� \S „; Lot A 66.687 Ac. 'gyp >; I-' Residue Area--546.87± Ac. -i b F O / ,i ,c b '6 iz ` � IF @ Fc ,'y'pr,';!�,K0!::;.` = Pri'jff'?$ � y'`i\ Proposed k N50°48'30"C 0 ;'1` i;f-;� �'P z Drainfield - .'14.046;':-%1A-.. -„` , ,I , . ' �lie '1P�I 13ir O /: III •4r;, ''l!i:(31i��,! �':, i 1 ,(+ �d it"'�, .I ' 'C>i J �U'�''l'pi', e :� r:: N: 3821026.81'7° (5� " r. E: 11 468383.71 ��5-�� A . °" IS in Fr)c /Area=66.687 Ac. ' Cedar \ SPkl+9 \ p,),,,, ,°`.)i i;..:Flt',.G�.,*!,i;-t •1. )1P0:>; .;,`' Cedar�\� ° �� r s \ IS in \-� �° Soil Profile Hole �,,r ° strewn, Scale 1"=300' �4 - n Fence N \ I Buffer House, Well and Drain Field Sites -\-7 rF �\ \----_ Streaml \ la ") Lot A Buffer / \ \ A Division of Tax Map 129-4 :a \ P iN N I--2 00.0'--, r �� Albemarle County, Virginia r 3/ N \ \ \ � Gooch Engineering & Testing, Inc. P l 1821 Broadway Street �' � --, Charlottesville, Virginia 22902 i-c S� �,j ?�° 4 � 5F3 658-.,;'i ,o•, 2 ) / DP HS -/-1.-')6 D(sic ,f, IS 1 ���.� / N: 3819922.38 FP\c, E: 11469871.51 — IS @ FC FP "• 175'x175' '' 0.64' N v>� Building \�� r site u �, \ \\ d Hwy. Approx. Loc. of / �J Stream N: 3819543.23 / C� of old Road / �. . Buffer Area r: 11469227.72_ Hw .�7 as shown Mon. , ,ir - N - DI on County CIS, d / S21°0 '20"W S� S Hwy. /� O' y or + yam. 55.15' /ro ' Mon. or ce/ a;,° /r O ( ,*'.e 22 ,j \Zvi-,\ O,'. \, \/VS \ l \f/ `p` / {,\. /,r1('. (No' Iri f I iP; ',` PLAT SHOWING SUBDIVISION OF N L T H 07- I% ? _ 1 TAX MAP 129 PARCEL 4 l'- '.�; \ -P 141 THF C, Of FW1 N PROPERTY tP.TIMOIHY STANIf Y,JR s- SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA Sc. No. 2862 `'� ,I II SCALE: 1" = 300' DATE: JUNE 25, 2012 Revised 7-28-13 Added Drain Fields � �� ' 1290004-SUBD_dwg Folder Tm, 129-4 9/VD S U R F ro ' .ale STANLEY I,AND SURVEYS, PLC •41r LAND SURVEYING-LAND PLANNING 300 0 30 600 :/00i, P.O. °OX 154, PALMYRA, VA. 22963- 0154 ,1 PHb ': (434) 589 ``'.v GRAPHIC SCALE F>i 1.I' i Page 1 of 5 OSE/PE Report for: Construction Permit Certification Letter_ Subdivision Approval 1 Property Location: 911 Address: 7919 Woodstock Farm City: Lot Residue Section Subdivision GPIN or Tax Map# 129-4 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Paul Coleman Street: 8761 Langhorne Road City:Scottsville State Virginia Zip Code 24590 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# Naar Address City State Zip Code Date of Report 7/30/13 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 cond } • in . o '•ni " t Se . •n a Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630:. • 110 i• la lati s an policies implemented by the Virginia Department of Health. I further certify th ei ly p, s p fessi ` license required by the laws and regulations of the Commonwealth that have been duly issued by the a• It_.. ag cy 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 permit❑ certification letters subdivision approval si be(select one)issued 0 denied❑. OSE/PE Signature `-eji ie.— Date 7/720/;;; PG'S- z4S'' Soil Profile Reserve Drain Field Residue A Division of Tax Map 129-4 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-8 A Reddish brown(2.5YR 4/4) clay loam 3 8-43 Bt Red(2.5YR 4/6) silty clay loam 3 43-84 Bt2 Dark red (2.5YR 3/6) silty clay loam 3 2 0-6 A Reddish brown(2.5YR 4/4) clay loam 3 6-36 Bt Red(2.5YR 4/6) silty clay loam 3 36-84 C Pale red (10R 6/6) clay loam 3 3 0-4 A Reddish brown (2.5YR 4/4) clay loam 3 4-29 Bt Red (2.5YR 4/6) silty clay loam 3 29-52 Cl Red(2.5YR 5/6) clay loam 3 52-84 C2 Pale red (1OR 6/6) clay loam 3 4 0-4 A Reddish brown (2.5YR 4/4) clay loam 3 4-27 Bt Red (2.5YR 4/6) silty clay loam 3 � , 27-84 Bt2 Dark red (2.5YR 3/6) silty clay loam 3 5 0-6 A Reddish brown (2.5YR 4/4) clay loam 3 6-32 Bt Red (2.5YR 4/6) silty clay loam 3 32-84 Bt2 Dark red(2.5YR 3/6) silty clay loam 3 rI\ 01\4 ` 4 Page 3 of c Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/9/13 Submitted to Albemarle County Health Department Applicant Paul Coleman Telephone Number (434) 286-2552 Address 8761 Langhorne Road Scottsville, Virginia 24590 Owner same Address same Location Woodstock Farm on Rt. 6 (Irish Rd.) near intersection with Rt. 626 (Langhorne Road) Tax Map 129-4 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes I- No Describe side slope 2. Slope 9 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) Ix No 1 Yes inches Free water present Ix No r Yes range in inches 144,5. Soil percolation rate estimated IX Yes Texture group I II III IV fl No Estimated rate 75 min/inch 7. Permeability test performed E Yes IX No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 48" depth at site designated on permit. I� Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. T Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. (- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. C� Proposed system too close to well. Other Specify (attach additional pages if necessary) Vas 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, R elnly the reserve area(check one)for Residue—A Division of Tax Map 129 Parcel 4 (7919 Woodstock Farm)(Property ID). Design Basis Total length of available area: 90' Total width of available area: 85' Estimated Pere. Rate: at at 48" in. (depth) Number of bedrooms (or GPD): 3 1 2 Conveyance Method : Gravity 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: 596 Total trench bottom area required: 1788_ Now- Area Calculations Number of trenches 7 Length of trenches: 90' Width of trenches: 3' Center to center spacing: 9' Reserve required?_This is reserve_ Percent reserve area required: _100 Total width of absorption area required 57' Total trench bottom area provided: 1890 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. Nti w,.. Page of AOSE Form E Revised July 18,2007 `vw -....e .4.01 �' Existing 1 T( iNi)HouseJ r_, _ `, RJ \ z I.) '.ran Rod `iel- h+ �~ Existing \ \ IF iron f?od Folln_I k: 1' {'lit; ) lilt .n , \ \ o, �_ C Fence t' F House \ ;\ \� rsi �, � \ f once Por,l `\ .�j°�' , A i ... 6, How H o)l(' ri� J JJi \ N00'13 4$E z Proposed ' �Ill1i,1![ 41f, 1r✓1 roo rf s /, 3119.88' r e Rf, i :. e See Detailflf ; )+ N83 2s'3o°w T m 12(? A ,L___" ' ., , 1 r`; Jackson Family Limited FertncriThip ' 3119. 11e Detail 1"=200' r1_z R ,, 88' DB 27� 2.1 ( , t NBT25 30 W----- IS s ' ilii — N: 3821919.7 /\\\\ _ £i, c E: 11469338.16 - Tm 129---4 qa A „..e (, , Paul M. Coleman nO� �� ,, ' A DB 3176 21 FP P -D S \ -i 'r' f il PD 3176-23 Plat �� �' Area, 613.56.1 Ac. >O `ski' I,ot �l 66.687 Ac. �57� I/ 4 Residue Area-546.87+ Ac. . D . �� ; ,-�--I h, riiii r y , 1kl 1 Proposed 1\150°43'30"C �,I;,:..1 '"'"-4...-s�n �I' c Drain field `ii4. 61.44r FP &. Iii IS @ FC f. i, Qi, � , , , i N: 3821026-81�>> �6� �- E: 11468383. 71 '''O S A 0,- IS in crc� rArea=66.687 Ac. \- J s *n N i; - `�;;i '1' +zk ," Scale 1"=300' - Cedar p y-g C ;«.E dI 4: c�, R: dll,' Soil Profile Hole I Cedar\,Nt'' ' -;\ \ 2 House and Drain Field Sites IS in \-- \ , L°°� Stream Residue (7919 Woodstock Farm) Fen\ \\ \ \ 1l Buffer A Division of Tax Map 129-4 Lo- -- - - stream% \ Iii -� Albemarle County, Virginia 7 _\' \.. 'Puffer +n� Gooch Engineering & Testing, Inc. r � `,J�>� I—200.0'-- 1821 Broadway Street . N'` \ \ I Charlottesville, Virginia 22902 i \P \ 1m 1.>(1 A ■ N r IS\ I I /9 \l I John H. I oyn� I \,, ,t ', / D[ 13'1 3 z11 ,i DB 608 is 0 -/ / DE 143 Ail; De:ic.. ii'ii \��, N: 3819922.38 ,,ry e i R : / E: 11469871.51 IS 0 FC FP '' 175'x175' 0.64' 1\IF i Building _> `� site \ ,i �\ — / Hwy. �� iii Mo • Approx. Loc. of Stream "` :,t ICI: 3819543.23�� (2 1 CL of old Road 4 C: 11 169221.72 \ Buffer Area ,r. `; / Hwy.`'�I 1 as shown ` 1 �c7ed on County CIS iiii Mon. qr / ii 021°0 '20"W �S iii 55.15' / SO' Hwy' �Aor \ ,� y'/ to? Mon. o �e/ \ kJp ;i �� �� V S 73� , ill 'i l(-,rj ti ■ 7�?O(-), ye �\''�` /i--1e', Ric (;25 ;i l'i ,..i\. I,u.'n.rlr'tnD+,r, Row!, i \ i;;. I I ( ) I C ' t A S77 NG SUBDIVISION OP' ; CHECKLIST NOTES: STATEMENT OF TITLE ' OWNER: The land shown was obtained by Paul M. Coleman, as 1. Source of title:DB 3176-21 Paul Coleman y 2. This parcel is not in Zone X as shown on FIRM 153 James River Road recorded in Deed Book 3176 Page 21, and to the 51003C0525D. Scottsville, Va 24590 best of my knowledge meets all the requirements 3. This parcel is zoned RA. regarding the platting of subdivisions. 4. Parcel A is assigned 1 Development Rights and may be further divided.The residue of Tax Map 129 Parcel 4 shall retain 4 Development Rights and may be further P. Timothy Stanley Jr. divided. 5. There are no known graves, objects, or structures OWNER'S APPROVAL marking a place of burial on Lot A. The division of the land described is with the free consent 6. The minimum building setbacks are: 75' from of and in accordance with the desires of the undersigned external public road easements, 25' from internal owner, trustees, or proprietors. Any reference to future public/private roads, 25' from side property lines, and potential development is to be deemed as theoretical only. 35' from rear property line. All statements affixed to this plat are true and correct to 7. The septic setback is 100' from all streams. the best of my knowledge. 8. This lot and the residue acreage each have a Building Site in accordance with Section 4.2.2 Chapter 18 of the Albemarle County Code. STATE OF: 9. Only one dwelling unit per parcel. CITY/COUNTY OF: to—wit: 10. This property is in the Totier Creek Water Supply Watershed. The property is not in an The foregoing was acknowledged before me by agricultural—forestal district. 11. The stream buffers shown hereon shall be managed this in accordance with the Albemarle County Water Protection Ordinance. Streams and buffer shown are day of , 2012. areas approximate in location. Locations are a combination of field location, County GIS, and USGS maps. Notary Public 12. Under current county policy, public water and/or My commission expires: sewer service will not be available to this property. Registration Number: 13. The Virginia state plane coordinates placed on this plat are pursuant to Section 14-303.s of the Albemarle County Code and are not to used to reestablish the property corners. Locations shown are estimated to be within tone meter. Designated Agent for Albemarle County Date Board of Supervisors Course Bearing Distance L1 N 70°10'41" W 113.38' L2 N 68°46'22" W 163.39' L3 N 29°41'54" E 212.56' L4 N 25°00'18" W 113.79' tWoodstock L5 N 20°15'28" W 74.46' L6 N 42°03'28" W 220.42' L7 N 46°52'08" W 19.52'L8 N 69°13'11" W 59.27' AI% L9 N 46°26'11" W 136.26' arm Lot A/ L10 N 48°07'50" W 342.84' col"L11 N 44°54'46" W 174.36' Route 6 ' L12 N 16°35'18" W 110.43' ��� \V L13 N 59°08'13" E 140.32' �� �' L14 N 57°43'45" E 107.15' White �. L15 N 53°09'33" E 193.97' 1"-2000' Diamond Ln. Curve Radius Tangent Length Delta Chord Chord Bear. C1 113.00' 36.07' 69.82' 35°24'08" 68.72' N 75°10'32" W C2 2895.00' 229.23' 457.50' 9°03'16" 457.02' N 62°00'06" W 1); 1 � .LTH of PLAT SHOWING SUBDIVISION OF o' •� i TAX MAP 129 PARCEL 4 2 o THE COLEMAN PROPE a . P.TIMOTHY STANLEY,JR Lic. No. 2862 SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY,` IA SCALE: 1" = 300' DATE: JUNE 25, 2012 R 7— -lc'28-13 Added Drain Fields �tiD 1290004—SUBD.dwg Folder Tin 129-4 S U R`I STANLEY LAND SURVEYS, PLC Cit) 4. LAND SURVEYING—LAND PLANNING P.O. BOX 154, PALMYRA, VA. 22963-0154 ... PHONE: (434) 589-8395 SHEET 1 OF 2 ,., Ili , - , ,,; 1 ‘( 111 Existing House LEGEND .]:. -.., IS Iron Rod Set ,. z \ c, -- 00. -,-,-,' ,.. c, IF Iron Rod Found ,-, 0-, „ \+ kItgliriiq'i.oivi iii,f,Pi \ 4 FC Fence Corner .. . , - . ,,•Ilio \ ..,,, p',,,:I•k.' \ . 4- O !! z ' .\- ..4)1' ')-4 L\„; NO0'13V-5"'r, FP Fence Post fio Bore Hole . . op oS:id'III' AiNIrdig DifFAngeld \ . z. A -,,''' -----143cIPPVIitilitI'CA'd ,„ , D 4 in field-' t ,9/ 49 C,1 I,' .‘ 3119.88' rie i 5.< ,-- ,0 See Detailil . p"- -„ ,, ,,,4, I \ N83-2530W Tm 1 29--A- 5 ,.., 6 giI IiI __ : ' .p:I efq V 9pr'f, Jackson Family Limited Partnership . Detail 1 0, iI: 0 3119.88' Tie DB 2751-329 r)N83.25 30 W IS N: 3821919.74 „iiiL p-p 1111 Tm 129-4 , 0 - (D'a ' E: 11 469338.16 f„,i „, -A 0 ,1, ,, Paul M Coleman 0 (60 ,\CD- \ 1 DB 3176-21 FP -ID S' t, ) v \ k c. r Area613.56± Ac. u'. ,, n,-,-- n i, PB 3176 23 Plat _,- o' 1 - 0 o'- o' a` I \ -_ - o - Lot A 66.687 Ac. *(5' /-'- ,:. r=, eR sidue Area546.87 Ac. ,,,'"IP 4: \ .N\-' f,' \ (DCD (0) (n, 4 ) IF @ FC S kl 0-, ,:: ;,3 \\ !r• , IlpIi •,$F:(,,;',,,r'i oirgrly''';,'1 'I: Proposed , \ N50°48I30"E ,i, .. Drainfield pi. .., / 61.44' • FP \ IS @ FC "I ," I' I''I'°,'I'I' r''I;,','c'-''d \ li, 'r i N: 3821026.81'v7> ,''D-- 1 Eo 11468A83. /1 v.- Li-'-`-- A 7Area=66.687 Ac. IS in F-- c,e i \ III- ii PIVIVISOqi 'fr• : 11 0 ::4 1 Cedar \ S*r+-1 g fip) , ,,,c,, ,,,)14„,, 11 ----., I Cedar '\ ' \ N \, i4. I'l 1 IS in \-- Fence \ -- \ \ \ \ \ \ \ ----- Strea\m 1-C9' \ FP. Buffer \ 1 Stream P— \ ------) Buffer \--*- VI 7--) - up N oo to YD ii kI) .„, 11 77 \ N 1 (7-.) Scale 1"----300' ai- Soil Profile Hole \cP ° 9N \ \ 1-200.0H House, Well and Drain Field Sites N - 7 '\ \ \ \ ) ) ) Lot A and Residue (7919 Woodstock pi \ \ Farm) i; Nu)'" A Division of Tax Map 129-4 F; \ Ni i / ,. 1 - , Albemarle County, Virginia r, '.-.4, I 0 2 ) Gooch Engineering & Testing, Inc. / 1821 Broadway Street / N: 3819f Charlottesville, Virginia 22902 1 FP / i. E: 11 469 - ?,! (4 ----- , IS @ FC FP " 175'x175' !., ---- - '0.64 N i Hwy.r Building A -- site 1II' d • '6' 7, v N: 381 9543.23 Mo . Approx. Loc. of / Stream i6 --- 42 ... CL of old Road /-* \ Buffer Area s„ 1: 11 469227.72 Alt ' as shown H w y. Nit \ DI , ,., Mon. 1 ,i, on County CIS 2 ---------.c'.0 / / S21°O '20"1A/ - -,-,,> 5515 or Ore 7 i. 0 , ■ \‘C\'-e 4 z(2-6 -/ . „•7„ , , ., 0 • z 7.e ,,i, <<\ Al rA 7'6,-D ,,i . - \ N Old Road I 7 / -f, RU.. 626 it 1/1 ‘'t,\\La ng horne Road ir © IC \ '1-1,,,, /2' SE /'',,:' PLAT SHOWING SUBDIVISION OF 0._1- H - ''' TAX MAP 129 PARCEL 4 o ' /11\ N-32°,31I32"E'-', (0,' ,, ( THE COLEMAN PROPERTY _ - i c-) P.TIMOTHY STANLEY,JR >- - -- 0 SCOT7',SWILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA Lic. No. 2862 I I ----i SCALE: 1" - 300' DATE: JUNE 25, 2012 Revised 7-28-13 Added Drain Fields 0 1290004-SUBD.dwg Folder Tm 129-4 . 4, STANLEY LAND SURVEYS, PLC 0,) ,k r- LAND SURVEYING—LAND PLANNING 300 0 300 600 900 P.O. BOX 154, PALMYRA, VA. 22963-0154 VIMVIMMIIIIIIIMMIIIIIRMUIMMI6661 11 PHONE: (434) 589-8395 GRAPHIC SCALE - FEET SHEET 2 OF 2 g wi-'' _„,„