HomeMy WebLinkAboutSUB201300027 Approval - Agencies 2013-02-25 ;xo
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CO' MMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District A CHARLOTTESVILLE
FLUVANNA COUNTY (PALMYRA)
State Department of Health 1138 Rose Hill Drive GREENE C OUNTY (STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone (434) 972 -6219 P. O. Box 7546 NELSON COUNTY (LOVINGSTON)
Fax (434) 972-4310
Charlottesville, Virginia 22906
April 11, 2013
J.T. Newberry
PrOved
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 division of Tax Map 48 Parcel 12 located in
Albemarle County, Virginia.
Dear Mr. Newberry:
On February 27, 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, 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,
.0•A
Josh Kirtley
Environmental Health Specialist, Senior
-�`� RECEIVED MAR 01 2013
8 r
,74$1, '
�mdf;ZP 0 tc
(�� i r t
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
February 27, 2013
Teresa Batten 1 fr
Virginia Department of Health ; roved
1138 Rose Hill Drive
Charlottesville, VA 22906
RE: SUB201300027, Faulconer, Lots 1 A and 1B - Final
Dear Ms. Batten:
The County of Albemarle has received application to develop /subdivide Tax Map 48, Parcel 12. 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,
- NA,A)4
J.T. Newberry
Planner
jnewberry @albemarle.org
Voice: (434) 296 -5832 ext. 3270
Approved
Soils Study for Drain Field Sites
Lots 1A and 1B
A Division of Lot 1
Tax Map 48 -12
Albemarle County
Prepared for:
Matthew Crane
4223 Earlsyville Road
Earlysville, Virginia 22936
Prepared by:
Gooch Engineering & Testing, Inc.
1821 Broadway Street
Charlottesville, VA 22902
February 23, 2013
Page 1 of 5
OSE/PE Report for:
Construction Permit Certification Letter Subdivision Approval 1 ✓
Property Location:
911 Address: 2975 Doctors Crossing City: Charlottesville
•
Lot 1 A Section Subdivi• •
r
GPIN or Tax Map # 48 -12 H ea it ° ' _ 1111. 1 - i •
Latitude LoA �itud' ," ■ 1 1 V I
Applicant or Client Mailing Address:
Name: Matthew Crane
Street: 4223 Earlysville Road
City: Earlysville State Virginia Zip Code 22936
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 2/23/13 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 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.
11 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 0 denied ❑ .
OSE/PE Signature 5�-e)te- • Date z --
Pay- Z. e 4
Soil Profile
Reserve Drain Field
Lot 1A
A Division of Lot 1 (Tax Map 48 -12)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0 -6 A Brown (7.5YR 4/2) clay loam 3
6 -36 Bt Red (10R 5/8) silty clay loam 3
36 -72 BC Reddish brown (2.5YR 5/4) clay loam 3
2 0 -2 A Dark gray (10YR 4/1) loam 2
2 -8 BE Yellowish red (5YR 5/8) clay loam 3
8 -37 Bt Red (10R 5/8) silty clay loam 3
37 -72 CB Yellow (10YR 7/8) clay loam and red (10R 5/8) silty clay 3
loam
3 0 -4 A Dark gray (10YR 4/1) loam 2
4 -36 Bt Red (10YR 5/8) silty clay loam 3
36 -72 BC Red (10R 5/8) silty clay loam and yellow (10YR 7/8) clay 3
loam, some white feldspar
4 0 -2 A Dark gray (10YR 4/1) loam 2
2 -6 BE Yellowish red (5YR 5/8) clay loam 3
6 -40 Bt Red (10R 5/8) silty clay loam 3
40 -72 BC Red (10R 5/8) silty clay loam and yellow (10YR 7/8) clay 3
loam, some white feldspar
5 0 -5 A Dark gray (10YR 4/1) loam 2
5 -38 Bt Red (10R 5/8) silty clay loam 3
38 -72 BC Red (10R 5/8) silty clay loam and yellow (10YR 7/8) clay 3
loam, some white feldspar
Page of <—
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/23/13 Submitted to Albemarle County Health Department
Applicant Matthew Crane Telephone Number (434) 973 -8379
Address 4223 Earlsyville Road Earlysville, Virginia 22936
Owner David Faulconer Address 220 Willow Brook Road Earlysville, Virginia 22936
Location 2975 Doctors Crossing
Tax Map 48 -12 Subdivision
Block/Section Lot Lot 1A
SOIL INFORMATION SUMMARY_ J erre- tistivk_ €I
1. Position in landscape satisfactory? I5Z Yes ("' No
Describe side slope
2. Slope 2 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) R No I Yes inches
Free water present IR No E Yes range in inches
. Soil percolation rate estimated Ex Yes Texture group I II 4110 IV
I� No Estimated rate 90 min /inch
7. Permeability test performed I" Yes
IX No
If yes, note type of test performed and attach
rg Site Approved: Drainfield to be placed at 24" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. 1 Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. E Rates of absorption too slow.
5. E Insufficient area of acceptable soil for required drainfield, and /or Reverse Area.
6. I Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
rya—ci
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, C'only the reserve
area (check one) for Lot l A — A Division of TM 48 -12 (Property ID).
Design Basis
Total length of available area: �50' Total width of available area: 50'
Estimated Perc. Rate: 90 at 24" in. (depth) Number of bedrooms (or GPD): 3
2
Conveyance Method : _Pump Distribution method (specify): Pump
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 406 Total trench bottom area required: _1218
Area Calculations
Length of Pad 50" Width of Pad: — 25'
Width of trenches: 3' Center to center spacing: n/a
Reserve required? this is reseve Percent reserve area required: 100
Total width of absorption area required 25' Total pad area provided: _1250
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
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House, Well and Drain Field Sites
4 -'•'
Lot lA
------ oz A Division of Lot 1
7 C C
r • (r) ' . +-I (7) Tax Map 48-12
0 Clj 1
<2, \ tr Z / \ Albemarle County, Virginia
, . N. \ Gooch Engineering & Testing, Inc.
/ \ 1821 Broadway Street
•
Charlottesville, Virginia 22902
Page 1 of 8
OSE/PE Report for:
Construction Permit n Certification Letter Subdivision Approval 1
Property Location:
911 Address: 2975 Doctors Crossing City: Charlottesville
Crk
Lot 1 B Section Subdivision
GPIN or Tax Map # 48 - Health DepttID :l r' w.;
F
Latitude Longifide v Air
, w
,d �a
Applicant or Client Mailing Address:
Name: Matthew Crane
Street: 4223 Earlysville Road
City: Earlysville State Virginia Zip Code 22936
Prepared by:
OSE Name Steve Gooch License # 1940001284
Address 1821 Broadway Street
City Charlottesville State Virginia Zip Code 22902
PE Name: License #
view Address
City State Zip Code
Date of Report 2/23/13 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 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.
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 51
be (select one) issued Q denied ❑ .
OSE/PE Signature 4zei 1 C frp74- Date Z Z -
Soil Profile
Primary Drain Field
Lot 1B
A Division of Lot 1 (Tax Map 48 -12)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0 -3 A Brown (7.5YR 5/2) sandy loam 2
3 -8 BE Reddish yellow (7.5YR 6/6) clay loam 3
8 -48 Bt Red (10R 5/8) silty clay loam 3
48 -72 BC Red (10R 5/8) silty clay loam, yellow (10YR 7/8) clay 3
loam, some white feldspar
9 0 -3 A Dark gray (10YR 4/1) loam 2
3 -30 Bt Red (10R 5/8) silty clay loam 3
30 -72 BC Yellowish red (5YR 5/8) silty clay loam, some white 3
feldspar
10 0 -6 A Dark gray (10YR 4/1) loam 2
6 -40 Bt Red (10R 5/8) silty clay loam 3
40 -72 BC Yellowish red (5YR 5/8) silty clay loam, some white 3
feldspar
11 0 -2 A Brown (7.5YR 5/2) sandy loam 2
2 -10 E Light brown (7.5YR 6/4) sandy loam 2
10 -36 Bt Red (10R 5/8) silty clay loam 3
36 -48 Bt2 Yellowish red (5YR 5/8) silty clay loam 3
48 -60 Bt3 Red (10R 5/8) silty clay 4
12 0 -3 A Dark gray (10YR 4/1) loam 2
3 -10 E Light brown (7.5YR 6/4) sandy loam 2
10 -60 Bt Red (10R 5/8) silty clay loam 3
13 0 -2 A Brown (7.5YR 5/2) sandy loam 2
2 -6 E Light brown (7.5YR 6/4) sandy loam 2
6 -42 Bt Red (10R 5/8) silty clay loam 3
42 -60 Bt2 Yellowish red (5YR 5/8) silty clay loam 3
Now
Page 3 of 2
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/23/13 Submitted to Albemarle County Health Department
Applicant Matthew Crane Telephone Number (434) 973 -8379
Address 4223 Earlyyville Road Earlysville, Virginia 22936
Owner David Faulconer Address 220 Willow Brook Road Earlysville, Virginia 22936
Location 2975 Doctors Crossing
Tax Map 48 -12 Subdivision
Block/Section Lot Lot 1B
SOIL INFORMATION SUMMARY -- p. ofzuvt. t"ipv
1. Position in landscape satisfactory? TX Yes (- No
Describe side slope
2. Slope 5 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) EX` No r Yes inches
- Free water present CX No 1 Yes range in inches
'`*K. Soil percolation rate estimated Ig Yes Texture group I 11 tal IV
1� No Estimated rate 90 min /inch
7. Permeability test performed 1 Yes
ig No
If yes, note type of test performed and attach
1X Site Approved: Drainfield to be placed at 30,E depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. 1 Position in landscape subject to flooding or periodic saturation.
2. I Insufficient depth of suitable soil over hard rock.
3. l Insufficient depth of suitable soil to seansonal water table.
4. IJ Rates of absorption too slow.
5. 1 Insufficient area of acceptable soil for required drainfield, and /or Reverse Area.
6. fa Proposed system too close to well.
F Other Specify
Nimr-
(attach additional pages if necessary)
�Q t or 7
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, the primary area, ❑ only the reserve
area (check one) for _Lot 1B — A Division of TM 48 -12 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 70'
Estimated Pere. Rate: _90 at 30" 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: 786 Total trench bottom area required: — 2358
Area Calculations
Number of trenches 8 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 66' Total trench bottom area provided: 2400
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.
Ntelw
Page of
AOSE Form E Revised July 18, 2007
Soil Profile
Reserve Drain Field
Lot 1B
A Division of Lot 1 (Tax Map 48 -12)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0 -3 A Brown (7.5YR 5/2) sandy loam 2
3 -8 BE Reddish yellow (7.5YR 6/6) clay loam 3
8 -48 Bt Red (10R 5/8) silty clay loam 3
48 -72 BC Red (10R 5/8) silty clay loam, yellow (10YR 7/8) clay 3
loam, some white feldspar
2 0 -3 A Brown (7.5YR 5/2) sandy loam 2
3 -8 E Light brown (7.5YR 6/4) sandy loam 2
8 -12 BE Reddish yellow (7.5YR 6/6) clay loam 3
12 -48 Bt Red (10R 5/8) silty clay loam 3
12 -72 C Reddish yellow (7.5YR 6/8) silty clay loam 3
3 0 -3 A Brown (7.5YR 5/2) sandy loam 2
3 -6 E Light brown (7.5YR 6/4) sandy loam 2
6 -52 Bt Red (10R 5/8) silty clay loam 3
52 -60 C Reddish yellow (7.5YR 7/6) silty clay loam, manganese 3
stains
4 0 -3 A Brown (7.5YR 5/2) sandy loam 2
3 -12 E Light brown (7.5YR 6/4) sandy loam 2
12 -41 Bt Light reddish brown (5YR 6/4) silty clay loam, some light 3
brown (7.5YR 6/4) mottles
41 -60 C Reddish yellow (7.5YR 7/6) silty clay loam 3
5 0 -3 A Brown (7.5YR 5/2) sandy loam 2
3 -7 E Light brown (7.5YR 6/4) sandy loam 2
7 -32 Bt Red (10R 5/8) silty clay loam, yellow (10YR 7/8) mottles 3
@ 20 ", light gray (10YR 6/1) mottles @ 30"
32 -40 Cl Reddish yellow (10YR 7/6) silty clay loam 3
40 -60 C2 Yellow (10YR 7/8) silty clay loam, red mottles 3
Page of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/23/13 Submitted to Albemarle County Health Department
Applicant Matthew Crane Telephone Number (434) 973 -8379
Address 4223 Earlsyville Road Earlysville, Virginia 22936
Owner David Faulconer Address 220 Willow Brook Road Earlysville, Virginia 22936
Location 2975 Doctors Crossing
Tax Map 48 -12 Subdivision
Block/Section Lot Lot 1B
SOIL INFORMATION SUMMARY - k a-- OYU(;vk- r�
1. Position in landscape satisfactory? Ix Yes (" No
Describe side slope
2. Slope 5 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) ER No Ix Yes inches 30"
Free water present IX No I Yes range in inches
`4411 Soil percolation rate estimated IX Yes Texture group I II II iv
No Estimated rate 90 min /inch
7. Permeability test performed I Yes
(rX No
If yes, note type of test performed and attach
r Site Approved: Drainfield to be placed at 12" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1- r" Position in landscape subject to flooding or periodic saturation.
2. I 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. I Insufficient area of acceptable soil for required drainfield, and /or Reverse Area.
6. IW Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
PQL7 F
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
resigns and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, 12<pn1y the reserve
area (check one) for _Lot 1B — A Division of TM 48 -12 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 75'
Estimated Perc. Rate: 90 at 12" in. (depth) Number of bedrooms (or GPD): 3
1 2
Conveyance Method : _Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 (LPD) LGMI required? _No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 424 Total trench bottom area required: 3816
Area Calculations
Number of trenches 20 Length of trenches: _100'
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 40' Total trench bottom area provided: 4000
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
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House, Well and Drain Field Sites
W
j z
Lot 1B
r
A Division of Lot 1 • •
Tax Map 48-12
-......- ,
Albemarle Coun , Virginia . .:(
C..)
Gooch Engineering & Testing, Inc. w
6
1821 Broadway Street cc
Charlottesville, Virginia 22902 <
,
THE DIVISION OF LAND DESCRIBED HEREON IS WITH THE FREE CONSENT AND
IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER, PROPRIETORS,
AND TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO
BE DEEMED AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT
ARE TRUE AND CORRECT TO BEST OF MY KNOWLEDGE. O QIv' OA G
(FOR REVIEW) • DAVID WHITAKER FAULCONER U
CITY /COUNTY OF BRIAN S. RAY
STATE OF Lic. No. 002281
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY.OF
.BY DAVID WHITAKER FAULCONER h„�0
NOTARY PUBLIC #
MY COMMISSION EXPIRES : NOTARY SEAL
VICINITY MAP SCALE: 1 "= 2000' +/-
JENNIFER A. NELSON - FAULCONER BROOK (784)
MILL
CITY /COUNTY OF LN
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED SNEADS
BEFORE ME THIS DAY OF (784) HILL
.BY JENNIFER A. NELSON - FAULCONER DOCTORS RD
CROSSING . SITE
yr.
NOTARY PUBLIC #
MY COMMISSION EXPIRES : NOTARY SEAL (600) 0
WATTS STONY
APPROVED FOR RECORDATION PASSAGE POINT RD
STONY
20 POINT
AGENT FOR THE BOARD OF SUPERVISORS DATE STONY
POINT RD
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE NOTES:
REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS /HER
SIGNATURE ON THIS PLAT HE /SHE HAS DEEMED THAT THEY ARE 1. OWNERS ADDRESS- 220 WILLOW BROOK ROAD
CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY EARLYSVILLE, VA 22936 -9217
ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE
NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR 2. THE BOUNDARY DATA SHOWN HEREON IS BASED
APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS ON A CURRENT FIELD SURVEY.
SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN
HEREON IS THEORETICAL. 3. TOTAL ACREAGE BEFORE DIVISION= 6.00 ACRES
A. PROPERTY ZONED RA.
B. LOT 1A IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE 4. THIS PROPERTY IS SUBJECT TO AN EASEMENT TO
FURTHER DIVIDED. VIRGINIA TELEPHONE & TELEGRAPH COMPANY
C. LOT 1B IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE., (D.B. 535 -99).
FURTHER DIVIDED.
D. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE LOTS 1A & 5. LEGAL REFERENCES:
1B EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH D.B. 2960 -47
SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. D.B. 690 -21 PLAT
E. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE THIS D.B. 523 -177 PLAT
PROPERTY IS NOT LOCATED IN AN AGRICULTURAL - FORESTAL
DISTRICT. 6. NO TITLE REPORT FURNISHED. ALL EASEMENTS
F. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY KNOWN BY ME ARE SHOWN OR NOTED HEREON.
WATERSHED. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL
G. SETBACK REQUIREMENTS: FRONT ALONG STATE ROUTE= 75', EASEMENTS, UTILITIES, CONDITIONS, A /OR
FRONT ALONG PRIVATE STREET ESMT.= 25', SIDES= 25' & COVENANTS THAT MAY EXIST.
REAR= 35'
H. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE
STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF
STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE
VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF
ALBEMARLE.
I. THE PRIVATE STREET EASEMENT IS OF ADEQUATE WIDTH AND
HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMODATE A
TRAVELWAY PASSABLE BY ORDINARY PASSENGER VEHICLES
IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS,
TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE OF THE
TRAVELWAY, AS REQUIRED BY SECTION 14 -412 OF THE HEALTH DEPARTMENT COPY
J. UNDER PUBLIC WATER AND /OR SEWER NOT FOR RECORDATION
SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
Ali
SUBDIVISION PLAT
61 :::::,
LOT 1A & LOT IB
A DIVISION OF LOT 1
THE PROPERTY OF DAVID WHITAKER FAULCONER AND
JENNIFER A. NELSON — FAULCONER
AND (Th
NEW 30' PRIVATE STREET EASEMENT
LOCATED ON STATE ROUTE 784 (DOCTORS CROSSING) ter
0.2 MILE NORTHEAST OF STATE ROUTE 600 (WATTS PASSAGE)
NEAR STONY POINT Citat)
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1 ' 100' DATE: FEBRUARY 20, 2013 1 :::)„
FOR
MATTHEW CRANE
ROGER W. RAY & ASSOC., INC.
1717 -1B ALLIED STREET
CHARLOTTESVILLE, VA 22903
434.293.3195 TELEPHONE
A.R.D. RWRINC @EARTHLINK.NET SHEET 1 OF 2 14097
,
, .
LINE BEARING DISTANCE
L1 S39 45 51"E 40.00 GRAPHIC SCALE
L2 S14 TO 00"E 75.00 cn
L3 SOO •TO ' 00"W 75.00 MI =I •III EN 1111111■11111■1 1
EN EMI111111=1111111111 ENNNIIImmilEi a
L4 S10 00 00"E 46.02 0 100 200 300 >
L5_ S39 *42 29"E 209.33 c..)
cn
6 A 0-
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o\; I
'S •\e ‘ Saaag
2 f,, A 7 11
0,,
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4- .? .R3. . a
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,.7,
FOUND
\ 'cv .6 A, ,03
' 1*. CX
G /\,44111,
) p° , 0. 30 ' BUILDING SETBACK LINE
N (AS SHOWN ON PLAT IN
D.B. 523-177)
\ N50 °14 09y ._- TEL *SEE CURRENT ZONING
• 265.01 ,s' „ PED GRAVEL DRIVEWAY 9 .(3‘
o SETBACKS (NOTE G)
e --.
c . ,..._ __
4? ; \r - ::::::::::: (---
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,
// /
/ -I ,'" , VF 0 ' ‘, ‘,
FG '',1v ' '
7
i STAmE
PED \ , i Litit \
" I STAKE 1 LOT 2
+ % < BENJAMIN K. & JAMIE M. HEDMAN
/ IRON c 'oN
FOUND '6\ 1
'<'<\ .9!-, D.B. 3039-72
D.B. 523-177 PLAT
•
0, col \ „ _ 7 ,. - 7, - ; - --‘:., ‘
WELL —II ST • 's"7 - I 1 C" :4 + * Z<\ C ee ( \ ° )
',....--- %
i3 515.8
„
I E.- , ,
" V \ \\<
....
1 515.5 EXISTING
NEW 30' '4 r'
1 1 FRAME \
\ \ RESIDENCE + . ° 3 ■9 -
PRIVATE ) \
, \ GARAGE
STREET \
EASEMENT +
4,
,,) IRON
.,.,'\ POWER ' SET
\. 4 %
V A\ 1/4?- \ \ A DECK a, TRANS
0 , <<` k 4
CD <6 • /
\ 2.75 ACRE , s
■9„ <<\ \ LOT .1A _,..- 0„ea.
4- \ S,/ .0)°
NN Da'iAl'*.j..4 z , /
c ,
• ,9 : PIPE
57, Kk per 2 ,
1 5 - • o
, 00 vi IRON FOUND
IRON s' s1e 4-7 SET /
SET S66
LINE
-1
SATELLITE 56 . 4
DISH
PIPE
LOT 1.B POLE .., FOUND
OC 3.25 ACRES w
o Y c-)
CORNER STAKE
CORNER FLAG 2B-10 Z
FLAG STAKE 3
.7 0 STAKE , . 18-8 0
0 0
?
A 0 - -
- .
KATHYRN R . HALL, TRUSTEE • \ ." 6\ 6' ■ ' ,- 1 AK
HALL FAMILY TRUST & ,-., - F . ' F ' . ' ' r ..4(.„, • .. 1 4' (&.,,,,; ,'.1,i',:j !'' ;' ':-'' ,'' , ,
HALL SURVIVOR'S TRUST ,, _,,, • STA E / . • 0')
D. B. 4177-658 I r _ '.' ' '- \Win 1B-1 STAKE rri
D.B. 154-139 PLAT \ . 18-7 •:/-
% ...
......- 3
STAKE T.M. 48-11A
\ 1B- , CORNER tr) STONY POINT
L
ii• -. ---- .- RUR I TAN CLUB
STAKE
B-12 ' 518 ., 1B Pi D.B. 401-558,
561 PLAT
STAKE ' ■ 1 0
18-5 ' '1 C/;
k I: d c<\ STAKE , /
18-4
HEALTH DEPARTMENT COPY STAKE
18-3 L1.1 ■.%
NOT FOR RECORDATION z t,i--,,fp6.-..,
.Z
0
0
Scale 1"=100' • - Soil Profile Hole :'
PIPE
House, Well and DraM Field Sites FOUND
FOR REVIEW) Lots lA and 1B
A Division of Lot I
SCALE: 1 " = 100 ' DATE: FEBRUARY 20, 2013
Tax Map 48-12 ,
ROGER W. RAY & ASSOC., INC. Albemarle County, Virginia
1717-1B ALLIED STREET
CHARLOTTESVILLE, VA 22903 Gooch Engineering & Testing, Inc.
434.293.3195 TELEPHONE 1821 Broadway Street
A.R.D. RWRINC@EARTHLINK.NET Charlottesville, Virginia 22902 SHEET 2 OF 2 14097