HomeMy WebLinkAboutSUB201600223 Assessment - Environmental 2016-11-27 e ' ^PPROVED
Ae
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(LOVINGTON)
Fax (434)972-4310
Charlottesville, Virginia 22906
December 9,2016
Paty Saternye
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville,Virginia 22902-4596
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage
Systems as part of a boundary line adjustment of Tax Map 19 Parcel 40 located in Albemarle
County,Virginia.
Dear Ms.Saternye:
On November 22,2016,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,
Josh Kirtley
Environmental Health Technical Consultant
Thomas Jefferson Health District
A pF
",11 k � -)
NI- aftb
APPROVED 1-1,\,
COUNTY OF ALBEMARLE \ 1L/l N.
Department of Community Development U
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434) 972-4126
November 22, 2016
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville,VA 22906
RE: SUB201600223 Diane R.Boyle&Susan B. Smith#14449B—2 lot Subdivision
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide[Tax Map 19,Parcel 40]. This project
requires Health Department approval before receiving final County approval. The applicant has provided soils
information,which is attached. Please review the proposal for suitable subsurface drainfields which comply with the
provisions of Chapter 18,Sections 4.2.2,4.2.3,4.2.4,and Chapter 14, Sections 14-309 and 14-310 of the Albemarle
County Code. Should you have any comments please feel free to contact me.
Sincerely,
5
Pa Sat ye
Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3250
Fax: (434)972-4035
•
Commonwealth of Virginia VDH Use ntiD# y
Health Department ID#
Application for Subdivision Review Due Date
(Page 1 of 2 to be filled out by the Owner or Agent)
APPROVED
Owner Susan B. Smith and Diane R.Boyle Phone
Mailing Address 10201 Riggs Road Phone
Adelphi,MD 20783 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 Earlysville General Store take Buck Mountain Rd.,right on Simmons Gap Rd.,right on Buffalo River Rd.
to 5849 Buffalo River Rd.on right
Name of Proposed Subdivision
Tax Map 19-40 Other Property Identification Dimension/Acreage of Property 123.47 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,individual
General size of lots 4 Ac. and 119.47 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.
p !l/ Or
Signatu of Owner/Agent Date ��
I
CVDH Use Only
ommonwealth of Virginia Health Department ID#
Application for Subdivision Review Due Date
(page 2 of 2 to be filled out by the county official requesting a VDH review)
County Office initiating request A1V/%0-4_, -e— ( a/Vd V►& &U A t si 7 J ? 14
Contact Individual `— 9'4—4-p1 vw e Phone g 37-29 6 5 32 3Z.
Local offices of the V rginia Deparl�nent 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)
_LIce ol._
a-rigi."*-A--;,__ [ g .
5\P"'
Name and title of requestor Date
OSE Form F Revised 7/02/09
APPROVED
Soils Study for Drain Field Sites
Lot 1 and Residue
A Division of Tax Map 19-40
Albemarle County
Prepared for:
Susan B. Smith and Diane R. Boyle
10201 Riggs Road
Adelphi, MD 20783
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
November 16, 2016
Page 1 of 5
OSE/PE Report for:
Construction Permit fi Certification Letter 1 1 Subdivision Approval n
Property Location:
911 Address: 5849 Buffalo River Road City:
Lot 1 Section Subdivision
GPIN or Tax Map# 19-40 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Susan B. Smith and Diane R. Boyle
Street: 10201 Riggs Road
City:Adelphi State MD Zip Code 20783
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 11/16/16 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 VACS-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.
DThe 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): nstruction permit❑ certification letter subdivision approval ✓❑
be(select one)issued denied 11.OSE/PE Signature 5t.e/JL ATZ % Date i/// /iG[/6
Soil Profile
Lot 1
A Division of TM 19-40
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-6 A Light reddish brown (5YR 6/4) clay loam, friable 3
6-24 Bt Red (10R 4/8) silty clay loam, firm 3
24-60 BC Reddish brown (2.5Y 5/4) clay loam,friable 3
60-84 C Dark yellowish brown 10YR 4/6) sandy loam, 25% schist 2
fragments
2 0-4 A Light reddish brown (5 R 6/4) clay loam, friable 3
4-10 BE Yellowish red (5YR 5/8) clay loam, friable 3
10-36 Bt Red (10R 4/8) silty clay loam, firm 3
36-57 CB Light red(2.5YR 6/8) sandy loam, friable w/red (10R 4/8) 3
silty clay loam
57-84 C Reddish yellow(5YR 6/8) sandy loam, friable 2
3 0-4 A Light reddish brown(5YR 6/4) clay loam, friable 3
4-10 BE Yellowish red (5YR 5/8)clay loam, friable 3
10-40 Bt Red (10R 4/8) silty clay loam, firm 3
40-64 Bt2 Red(2.5YR 5/8) clay loam, friable 3
64-84 C Brownish yellow(10YR 6/8) loam, friable 2
4 0-3 A Light reddish brown(5YR 6/4) clay loam, friable 3
3-8 BE Yellowish red (5YR 5/8) clay loam, friable 3
8-45 Bt Red (10R 4/8) silty clay loam, firm 3
45-59 Bt2 Red (2.5YR 5/8) clay loam, friable 3
59-84 C Brownish yellow(10YR 6/8) loam, friable 2
5 0-4 A Light reddish brown(5YR 6/4) clay loam, friable 3
4-8 BE Yellowish red(5YR 5/8)clay loam, friable 3
8-34 Bt Red (10R 4/8) silty clay loam, firm 3
34-47 BC Red(10R 5/8) silty clay loam, firm,w/brownish yellow 3
(10YR 6/8) sandy loam
47-84 C Brownish yellow (10YR 6/8) sandy loam, friable 2
6 0-4 A Light reddish brown (5YR 6/4) clay loam, friable 3
4-9 BE Yellowish red (5YR 5/8) clay loam, friable 3
9-48 Bt Red (10R 4/8) silty clay loam, firm 3
48-62 Bt2 Red(2.5YR 5/8) clay loam, friable 3
62-84 C Strong brown(7.5YR 5/8) sandy loam, friable 2
Page 27 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 11/16/16 Submitted to Albemarle County Health Department
Applicant Susan B. Smith and Diane R. Boyle Telephone Number
Address 10201 Riggs Road Adelphi, MD 20783
Owner same Address same
Location 5849 Buffalo River Road
Tax Map 19-40 Subdivision
Block/Section Lot 1
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? iX Yes — No
Describe shoulder
2. Slope 8 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) !X No I Yes inches
ree water present Ix No r Yes range in inches
6. Soil percolation rate estimated 15Z Yes Texture group I II (--ID Iv
P No Estimated rate 60 min/inch
7. Permeability test performed r Yes
!X No
If yes, note type of test performed and attach
fx Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
f Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. r Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. I Rates of absorption too slow.
5. (y Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
P Proposed system too close to well.
• r Other Specify
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity, enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the a4rimary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for Lot 1 —A Division of TM 19-40
Design Basis
Total length of available area: 100' Total width of available area: 120'
Estimated Pere. Rate: 60 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: 452 Total trench bottom area required: 3616
Area Calculations
Number of trenches 14 Length of trenches: 90'
Width of trenches: 3' Center to center spacing: 9'
Reserve required?_Yes_ Percent reserve area required: 100
Total width of absorption area required 120' Total trench bottom area provided: 3780
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
58.68 1't fel N54"16"53"E! / " 0 0 200
28.46 5 N43"04°33"E1 WI OAK
N62"49'56"E .e
8.04' /' IRON ' ' 41-
CASSET +
,.
/" SRO
'c'
fi T.N. 19-41
G2 SETisfi#r '1 :� ' UNEInA S.HERRING
Proposed 0.B.4132-433. 442 PLAT
North 3960223 IRON (Primary and Res 0,8. 1486-155
East 11489038 1 G IRON SET S
-'� SET N SET AA.-
..--,-- .
-' p0 me" POLE PULE ' �'''b',
/- �¢/ram' u a -0
HEALTH OEPARTMEN1
�'0��� OVERHEAD� AREA ^- �f-� N07 FOR RECORDA
�,- LINES __ "-� Propo Well Site
o ( - aao � t°
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Os
N . . ....
� G � . ~ � �`� 0 LOT 1 .
" d °o - E. Il
�. 0 - . "posed Housi•sReACREs
a 77 �t d STONE Nor
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ORdR. ' , r] O ;
at:) o Z •
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T.M. 19~'4O ° srsn.4G ,2 \,
c� SUSAN B.SMITH AND
MAW H.bUYLE° TRUSTEE OF THE DIANE R.BOYLE TRUST .oz.
UNDER AGREEMENT GATED MARCH 16. 2OES t. ,
0.B.4644-274 co
D.B.393-27 PLAT
RESIDUE= 119.474/- ACRES
(8Y DEDUCTION FROM TAXATION RECORDS) 'Rol
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North 3959750
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�\.7i/f Qg House n.YV men Ra PlYWIMACI 1442telleuriaw Off/
Page 1 of 5
OSE/PE Report for:
Construction Permit n Certification Letter 1-1 Subdivision Approval
Property Location:
911 Address: 5849 Buffalo River Road City:
Lot Residue Section Subdivision
GPIN or Tax Map# 19-40 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Susan B. Smith and Diane R. Boyle
Street: 10201 Riggs Road
City:Adelphi State MD Zip Code 20783
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 11/16/16 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.
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): nstruction permit❑ certification letter El subdivisionapproval ✓❑
be(select one)issued denied U
OSE/PE Signature ,) )i€ M Date ///i 6i/�p
Z ekSc
Soil Profile
Reserve Drain Field
Residue
A Division of TM 19-40
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
7 0-6 A Brown(7.5YR 5/3) sandy loam, friable 2
6-13 EB Yellowish red (5YR 5/8) clay loam, friable 3
13-37 Bt Red (10R 4/8) silty clay loam, firm 3
37-60 Bt2 Red(2.5YR 5/8) clay loam, friable 3
60-84 C Yellowish red (5YR 5/8), brownish yellow(10YR 6/8) 2
sandy loam
8 0-7 A Brown(7.5YR 5/3) sandy loam, friable 2
7-12 EB Yellowish red (5YR 5/8) clay loam, friable 3
12-29 Bt Red (10R 4/8) silty clay loam, firm 3
29-84 C Reddish yellow(7.5YR 6/8),pale brown(10YR 6/3) sandy 2
loam, friable
9 0-5 A Gray (10YR 5/1) sandy loam, friable 2
5-10 E Light yellowish brown(10YR 6/4) sandy loam, friable 2
10-15 EB Yellowish red (5YR 5/8) clay loam, friable 3
15-48 Bt Red (10R 4/8) silty clay loam, firm 3
48-60 Bt2 Red (2.5YR 5/8) clay loam, friable 3
60-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2
10 0-4 A Brown(7.5YR 5/3) sandy loam, friable 2
4-12 EB Yellowish red(5YR 5/8) clay loam, friable 3
12-47 Bt Red (10R 4/8) silty clay loam, firm 3
47-66 BC Red (2.5YR 4/8) clay loam, friable with strong brown 3
(7.5YR 5/8) loam
66-84 C Strong brown(7.5YR 5/8) loam, friable 2
11 0-3 A Gray (10YR 5/1) sandy loam, friable 2
3-8 E Light yellowish brown(10YR 6/4) sandy loam, friable 2
8-14 EB Yellowish red(5YR 5/8) clay loam, friable 3
14-47 Bt Red (10R 4/8) silty clay loam, firm 3
47-84 Bt2 Red (2.5YR 5/8) clay loam, friable 3
Page 3 of 5r--
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 11/16/16 Submitted to Albemarle County Health Department
Applicant Susan B. Smith and Diane R. Boyle Telephone Number
Address 10201 Riggs Road Adelphi, MD 20783
Owner same Address same
Location 5849 Buffalo River Road
Tax Map 19-40 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? I—X Yes (y No
Describe shoulder
2. Slope 13 %
3. Depth to rock or impervious strata: Max. Min. None X
4. Depth to seasonal water table (gray mottling or gray color) Ix No fl Yes inches
ree water present X No E Yes range in inches
6. Soil percolation rate estimated i Yes Texture group I II III IV
No Estimated rate 60 min/inch
7. Permeability test performed i Yes
r 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. I Position in landscape subject to flooding or periodic saturation.
2. I Insufficient depth of suitable soil over hard rock.
3. f Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
iu Proposed system too close to well.
• I— Other Specify
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, 0 only the primary area, Q'only the reserve
area(check one)for_Residue—A Division of TM 19-40
Design Basis
Total length of available area: 100' Total width of available area: 60'
Estimated Perc. Rate: 60 at 60" in. (depth) Number of bedrooms(or GPD): 4
I 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: 452 Total trench bottom area required: 1808
Area Calculations
Number of trenches 7 Length of trenches: 90'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Tbis 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.
Page of
AOSE Form E Revised July 18,2007
WV ; .....,..+.... norm; .:1.7�,VG,G..J Imom l :, U I fl,7 (4V t1( I
,4 , �. �j�
TO TER ACCURACY East I1489030 -. SET _ V
w c C7 w71""kp SPC .-f �T/ POLE 5_ .�'� ` '�`
O fdI �, o 41 '� LINES _____"�' 2 prop(
PJ ,G - N / - b. i
p, Cmg 5/2 /�
°g-E. o' 4- R LOT I
a i• NtV
' 'posed HOuS48R$AC E
x1
/ r
♦,/
T.M. 19--40 • SPRING
,l t,I _ SUSAN B.SMITH AND T
♦ OF THE DIANE R.BOYLE TRUS
. ♦ DIANE Rt R A6 DATED MARCH 16. 2013
Qry 0.B.4644-274
0.B.393-27 PLAT
I RESIDUE- ii9.47+/-- ACRES
(BY DEDUCT/ ION FROM TAXATION RECORDS)
if
Nc
♦ Et
♦ F - !
REVIEW
E s sting House lia Fula Proposed Resolve
DATE.A NOVEMBER 4. 2016
•. •. ', D d P
J
ROGER W.RAY & - ` '
663 BEAKMAR is' . 1
CHARLOTTESVILLE,VIRGINIA 22901 1 • " '
TELEPHONE: V(43ING l 3 3195
FLAG
RAYSUR6L
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, NOTES:
LOT 1, A PORTION OF T.M. 19-40, IS WITH THE FREE CONSENT APPROVED FOR RECORDATION 1. OWNERS ADDRESS:
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNER (S) , PROPRIETORS. AND/OR TRUSTEES, IF ANY. SUSAN B.SMITH
10201 RIGGS ROAD, ADELPHI, MD 20783
AGENT FOR THE BOARD OF SUPERVISORS DATE DIANE R.BOYLE
616 W.WRIGHTWOOD AVENUE, CHICAGO, IL 60614
SUSAN B.SMITH THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT 2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT
THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING FIELD SURVEY.
HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE 3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD
CITY/COUNTY OF COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT
STATE OF NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE RIGHTS EXIST, THE INTENT OF THIS PLAT IS NOT TO
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED COMBINE THESE PARCELS OR EXTINGUISH.
BEFORE ME THIS DAY OF TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE 4. TAX MAP 19 PARCEL 40 IS SUBJECT TO THE FOLLOWING:
2016 BY SUSAN B.SMITH DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL.
A. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH
A. T.M. 19-40 IS ZONED RA. COMPANY (D.B.482-565) .
B. LOT 1 IS ASSIGNED ONE DEVELOPMENT RIGHT AND B. EASEMENTS TO VIRGINIA ELECTRIC & POWER COMPANY
NOTARY PUBLIC # MAY NOT BE FURTHER DIVIDED. (D.B.556-240, 243 SKETCH & D.B. 1245-619, 624 SKETCH) .
C. THE RESIDUE OF T.M. 19-40 RETAINS FOUR DEVELOMENT
RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME
MY COMMISSION EXPIRES : NOTARY SEAL THEY SHALL NOT TOTAL MORE THAN 27.00 ACRES. ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT
D. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE, TO ANY ADDITIONAL EASEMENTS, UTILITIES, CONDITIONS,
LOT 1 AND THE RESIDUE OF T.M. 19-40, EACH CONTAIN AND/OR COVENANTS THAT MAY EXIST.
A BUILDING SITE THAT COMPLIES WITH SECTION 4.2. 1 OF
THE ALBEMARLE COUNTY ZONING ORDINANCE. 6. ACREAGE BEFORE THIS SUBDIVISION PLAT:
DIANE R.BOYLE E. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE THIS T.M. 19-40= 123.47+/- ACRES (AS PER TAXATION RECORDS)
PROPERTY IS NOT LOCATED IN AN AGRICULTURAL-FORESTAL
DISTRICT.
F. THIS PROPERTY LIES WITHIN THE NORTH FORK RIVANNA
WATER SUPPLY WATERSHED.
CITY/COUNTY OF G. THE STREAM AND STREAM BUFFER SHOWN HEREON WAS
STATE OF TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
BEFORE ME THIS DAY OF COUNTY WATER PROTECTION ORDINANCE.
2016 BY DIANE R.BOYLE H. SETBACK REQUIREMENTS:
FRONT= 75' (ALONG ST.RT.ROUTE 604)
SIDES= 25'
REAR = 35'
NOTARY PUBLIC #
MY COMMISSION EXPIRES : NOTARY SEAL
817 604
ROACH BUFFALO
RIDGE RIVER SUBDIVISION PLAT
ROAD LOT 1, CONTAINING 4. 00 ACRES
SITE A PORTION OF T. M. 19-40
4,At.Txo LEXINGTON ---1.... THE PROPERTY OF SUSAN B. SMITH AND
o�� �L� LAN DIANE R. BOYLE, TRUSTEE OF THE DIANE R. BOYLE TRUST
FOR c,� STREAM UNDER AGREEMENT DATED MARCH 16, 2013
BUFFER--
o REVIEW c SHIFFLETTS r,,� HEMLOCK LOCATED ON STATE ROUTE 604 (BUFFALO RIVER ROAD)
BRIAN S.RAY DRIVE CREEK WHITE HALL MAGISTERIAL DISTRICT
Lic.No.002281 ( RESIDUE WAY ALBEMARLE COUNTY, VIRGINIA
T.M. 19-40 SAGE SCALE: 1 " = 100 ' DATE: NOVEMBER 4, 2016
COURT
FUTURE
OAK FOR
LANE SUSAN B.SMITH AND DIANE R.BOYLE
SIJR S OKE FRAYS
HOUSE RIDGE
604 COURT CROSSING BUFFALO ROGER W.RAY & ASSOC., INC.
RIVER 663 BERKMAR COURT
ROAD CHARLOTTESVILLE, VIRGINIA 22901
VICINITY MAP & KEY MAP TELEPHONE: (434) 293-3195
SCALE: 1" = 2000'+/- GL RAYSURVEYING.COM SHEET 1 OF 2 14449B
LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING •
/ IRON North 3960387 GRAPHIC SCALE 1"=100 '
Ci 0 '58'53" 1829.04 31.33 15.67 31.33 N66'03'59"E / FOUND East 11489266
C2 2'44'37" 1829.04 87.58 43.80 87.57 N64'12' 14"E um_u-
, an
MEMMOMMOMMO
C3 17 '06'05" 390.28 116.49 58.68 116.06 N54'16'53`E / p WHITE 0 100 200 300"OAK a.
C4 5'18'34" 613.72 56.87 28.46 56.85 N43'04'33"E 4 EnN62'49'56"E -/ 9
8.04' ..-V- \IRON • ?<'', O `n
G3 SET 0+
THIS PLAT NOT FOR RECORDATION �
T.M. 19-41
— IRO ��C' ONEIDA S.HERRING
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/ G2 SETY`#'L'-pt,'S£' "39TiiOl ±8 F D,B,4132-433, 442 PLAT ''
COPY SHOWING CONTROL POINTS North 3960223 (s � rand �. � �� 0.8. 1486-155 / ,
TO SUBM ETER ACCURACY / G1- IRON r� 9�'t i�, Res e)
East S 1489038 , IRON FLAG =
TIED TO NORTH AMERICAN /- SET SET SET SI
DATUM OF 1983 (NA083) /-' ..0'.... RAW 1 ���`'� Ste,• z
VIRGINIA SOUTH SPC , oaf POLE _ 5 , - �6� o
� _9 4 --/ REPOSEDC ,1 -` ���- F °?
/ 0 9'� �.� OVERHEAD o�A �e AREA ,--FLAB �- ` HEALTH DEPARTMENT COPY
Fps- �' UTILITY __ ®-`- Site
FOR RECORDATION
��F �' LINES -,�{pFLAti PI oLP Well
ps1' •� Rice w • yT
43�'� i y6 O• s
/ S. /\ s
- /
o'/ * c�,.. LOT 1
./ A`
A`/ ' ciaosed Houst'SReACRES
Q�j STONE North 3959940
., • - FOUND East 11489763
i
/
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•
♦
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J� °s. 20°
i Qp Scale 1"= 100' •- Soil Profile Hole I
/ T.M. 19"40 SPRING .2p \ House, Well and Drain Field Sites
/�� , SUSAN B.SMITH AND 1 Lot 1 and Residue
' 13 / DIANE R.BOYLE, TRUSTEE OF THE DIANE R.BOYLE TRUST °
UNDER AGREEMENT DATED MARCH 16, 2013 @A") A Division of Tax Map 19-40
,/ / B.393 44-274 Albemarle County, Virginia
D.B.393-27 PLAT
I RESIDUE= i i9.47+1- ACRES Steve Gooch Consulting Geologist
/ / (BY DEDUCTION FROM TAXATION RECORDS) IRON 703 Oliver Creek Road
SET Troy, Virginia 22974
• North 3959750
/ Drain field East 11489585
` , \•
REVIEW ��'
•
SCALE: 1 = •
4 '"string House R FLAG
Proposed Reserve �Q�`� 4/'
`DATE: NOVEMBER 4, .
o
'% �‘ ` PROPOSED ti° �'/.. �♦
`% `‘ \� swim LU 0 AREA �.,�,�Q Q�
ROGER W.RAY & ASSOC..TNC i 1 ' '' /
663 BERKMAR COURT FLAG
► S QQ@! ��@�Q
CHARLOTTESVILLE, VIRGINIA 22901 ,L-` -Air / o°@J� SHEET 2 OF 2
TELEPHONE: (434) 293-3195 ;` so
FLAG7
RAYSURVEYING.COM �'' 14449B
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