HomeMy WebLinkAboutSUB202200194 Other 2022-12-15Commonwealth of Virginia
Application for Subdivision Review
(Page 1 of 2 to be filled out by the Owner or Agent)
Owner Martin Quarles and Andrea Hawkes
Mailing Address P.O. Box 187
VA 22945
Developer/Agent Steve Gooch
Mailing Address 703 Oliver Creek Road
Troy, VA 22974
AOSE Steve Gooch
Mailing Address 703 Oliver Creek Road
VDH Use Only
Health Department ID#
Due Date
Phone (434) %0-3656
Phone
Fax
Phone (434)531-0487
Phone
Fax
Phone (434)531-0487
Phone
VA 22974 Fax
Directions to Property: From Charlottesville take Route 250W, property located behind Ivy Commons
Name of Proposed Subdivision
Tax Map 58A2-2B Other Property Identification Dimension/Acreage of Property 1.32 Ac.
Number of lots proposed I Proposed water source (note: new or existing, public or individual) new, individual
General size of lots 1.32 Ac. (give range if appropriate)
Additional description of subdivision
Overview of soils and geology (optional but encouraged)
In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite
sewage disposal systems and the reserve absorption areas (if required) and the location of the water supply system on each lot, if applicable.
Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot (absorption area and reserve area). If
not provided by the local subdivision ordinance, the district or local health department may require the plat to show streets, utilities, storm
drainage, water supplies, easements, lot lines, and original topographic contour lines by detail survey or other information as required.
When the AOSE site evaluations are reviewed, the property lines, building location and the proposed well and sewage system sites must be
clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied.
I give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the
purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite
Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved.
Signature of Owner/Agent Date
Commonwealth of Virginia
Application for Subdivision Review
(pW 2 of 2 to be filled out by the county official requesting a VDH review)
County Office initiating
Contact individual
VDH We only
Heahh Departtaan IINl
Due Date
Phone
Local off ca of the Virginia Depsa tew of Health may review subdivision appliagdons for compliance with state rules and
rogulalloru govmning sewage treatment and disp rael and private water supplies, compliance with local ordinance governing
sewage Vestment and dispMal sod pt{vate 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 oontbrma nce with the Sewage Handling and Disposal Regulations
2. Review for cmfbmw=e with local onsite wastewater ordinances
3. Other(dosodbe below)
Warne and title or requettor Date
ON Fomt F Revised 7/OVO,9
Soils Study for Drain Field Sites
Boundary Line Adjustment
Tax Map 58A2-2B, 58A2-2D and 58A2-2F
Albemarle County
SUB202200194
Prepared for:
Martin Quarles and Andrea Hawkes
P.O. Box 187
Ivy VA 22945
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
November 21, 2022
Page 1 of 8
OSETE Report for:
Construction Permit Jl Certification Letter El Subdivision Approval 7
Property Location:
911 Address: 4362 Ivy Road City:
Lot A Section Subdivision
GPIN or Tax Map # 58A2.2 B Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Martin Quarles and Andrea Hawkes
Street: P.O. Box 187
City: Ivy
State VA Zip Code 22945
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 11/11/22 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
Soil Profile Sheets
Soil Information Summary Sheets
Abbreviated Design Forms
Plat
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 licensum 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 pelmitU certification letterU suoarvtsion approval IJ
be (select one) issued denied Lj . //--
OSE/PE Signature i'r•&t? AV -TA Date 111111 ZZ-
Soil Profile
Primary Drain Field
Revised Parcel A
Revised Tax Map 58A2-2B
Albemarle County
Hole
Depth
Horizon
Material Description
Soil Texture
(in.)
Group
4
0-3
A
Brown (7.5YR 4/4) clay loam, friable
3
3-34
Bt
Red (2.5YR 4/6) clay, firm
4
34-64
Bt2
Red (2.5YR 5/8) silty clay loam, firm, yellowish brown 3
(1 OYR 5/8) parent material mottles
64-86
BC
Red (2.5YR 5/8) clay loam, yellow (10YR 7/8) loam,
3
friable
86-120
C
Yellowish red (5YR 5/8) sandy loam, friable
2
6
0-2
A
Brown (7.5YR 4/4) clay loam, friable
3
2-48
Bt
Red (2.5YR 4/6) clay, firm
4
48-64
2Bt
Red (2.5YR 4/6) silty clay loam, firm
3
64-120
C
Light red (2.5YR 6/8) silt loam, friable
3
7
0-2
A
Brown (7.5YR 4/4) clay loam, friable
3
2-29
Bt
Red (2.5YR 4/6) clay, firm
4
29-62
Bt2
Red (2.5YR 4/6) silty clay loam, firm
3
62-108
Cl
Light red (2.5YR 6/8) sandy clay loam, friable
2
108-120
C2
Brownish yellow (10YR 6/8) sandy loam, friable
2
8
0-2
A
Brown (7.5YR 4/4) clay loam, friable
3
2-40
Bt
Red (2.5YR 5/6) silty clay loam, firm
3
40-67
BC
Red (2.5YR 5/8) clay loam, yellow (IOYR 7/8) loam,
3
friable
67-84
C 1
Yellowish red (5YR 5/8) clay loam, friable
3
84-120
C2
Yellowish red (5YR 5/6) sandy loam, friable
2
Page 3 of _ 2
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/19/22 Submitted to Albemarle County Health Department
Applicant Martin Quarles and Andrea Hawkes Telephone Number (434) 960-3656
Address P.O. Box 187 Ivy, VA 22945-0185
Owner Same Address Same
Location Behind 4362 Owensville Road
Tax Map 58A2-213 (Revised) Subdivision
Block/Section Lot Parcel A
SOIL INFORMATION SUMMARY - p �u
1. Position in landscape satisfactory? fx Yes r No
Describe shoulder
2. Slope 14 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) r No r Yes inches
5. Free water present rX No r Yes range in inches
6. Soil percolation rate estimated fx— Yes Texture group 1 II III IV
1— No Estimated rate 55 min/inch
7. Permeability test performed (— Yes
No
If yes, note type of test performed and attach
r Site Approved: Drainfield to be placed at 84,E depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. F— Insufficient depth of suitable soil over hard rock.
3. r 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.
6. F- Proposed system too close to well.
7. r Other Specify
(attach additional pages if necessary)
PGA- Y')F 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, 2/only the primary area, ❑ only the reserve
area (check one) for Parcel A -Tax Man 58A2-213 (Revised)
Design Basis
Total length of available area: 100' & 50' Total width of available area: 60'
Estimated Pere. Rate: 55 at 84" in. (depth) Number of bedrooms (or GPD): 4
Conveyance Method : Pump Distribution method (specify): Pump
Dispersal system basis'cTable 5.4 LGMI required? No (Yes/No)
Effluent quality required: _Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 412 Total trench bottom area required: 1648
Area Calculations
Number of trenches 7
Width of trenches: 3'
Reserve required? Yes
Total width of absorption area required 57;
Length of trenches: 5 100's & 2 50's'
Center to center spacing: 9'
Percent reserve area required: 100
Total trench bottom area provided: 18 00
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
Soil Profile
Reserve Drain Field
Revised Parcel A
Revised Tax Map 58A2-2B
Albemarle County
Hole Depth
Horizon
Material Description
Soil Texture
(in.)
Group
1 0-3
A
Brown (7.5YR 4/4) clay loam, friable
3
3-32
Bt
Red (2.5YR 4/6) clay, firm
4
32-67
Bt2
Red (2.5YR 5/8) silty clay loam, yellowish brown
3
(1 OYR 5/8) parent material mottles
68-84
C
Dark yellowish brown (1 OYR 4/6) sandy loam, olive
2
(5Y 5/4) sandy loam, 35% gneiss fragments
84-
R
2 0-3
A
Brown (7.5YR 4/4) clay loam, friable
3
3-21
Bt
Red (2.5YR 4/6) clay, firm
4
21-39
Bt2
Red (2.5YR 5/8) silty clay loam, yellowish brown
3
(1 OYR 5/8) parent material mottles
39-48
C
Dark yellowish brown (I OYR 4/6) sandy loam, olive
2
(5Y 5/4) sandy loam, 35% gneiss fragments
48-
R
5 0-3
A
Brown (7.5YR 4/4) clay loam, friable
3
3-40
Bt
Red (2.5YR 4/6) clay, firm
4
40-72
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
72-84
C
Yellowish red (5YR 5/8) sandy loam, friable
3
Page to of _F
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/19/22 Submitted to Albemarle County Health Department
Applicant Martin Quarles and Andrea Hawkes Telephone Number (434) 960-3656
Address P.O. Box 187 Ivy, VA 22945-0185
Owner Same Address Same
Location Behind 4362 Owensville Road
Tax Map 58A2-2B (Revised) Subdivision
Block/Section Lot Parcel A
SOIL INFORMATION SUMMARY - l,�e.5e
AtA
1. Position in landscape satisfactory? r Yes F- No
Describe shoulder
2. Slope 14 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 48" None
4. Depth to seasonal water table (gray mottling or gray color) fx No F— Yes inches
5. Free water present r No F— Yes range in inches
6. Soil percolation rate estimated r Yes Texture group I II III IV
r No Estimated rate 105 min/inch
7. Permeability test performed f Yes
r No
If yes, note type of test performed and attach
Site Approved: Drainfield to be placed at 42" depth at site designated on permit.
F Site Disapproved:
Reasons for rejection:
1 f 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. F— Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
7. F— Other Specify
(attach additional pages if necessary)
Puryc, 7 ap -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, ❑ only the primary area, 2 only the reserve
area (check one) for _Parcel A - Tax MaQ 58A2-2B (Revised)
Design Basis
Total length of available area: 105' Total width of available area: 50'
Estimated Pere. Rate: 105 at 42" in. (depth) Number of bedrooms (or GPD): 4
1 2
Conveyance Method: Pump Distribution method (specify): Pump
Dispersal system basis3c AOSS regs_ LGMI required? No (Yes/No)
Effluent quality required: Advanced Secondary (TL 3) (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 349
LPD Trench
Linear loading rate — 0.43 gpd/sgft
Area Calculations
Number of trenches 10*
Width of trenches: 3'
Reserve required? This is reserve
Total width of absorption area required: 43'
Total trench bottom area required: 1396
Length of trenches: 50'
Center to center spacing: 10,
Percent reserve area required: 100
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 I 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.
*system will butterfly
Page _ of
AOSE Form E Revised July 18, 2007
c
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
REVISED PARCEL A AND REVISED PARCEL B.IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S),
PROPRIETORS, AND/OR TRUSTEES, IF ANY,
FOR
REVIEW
MARTIN QUARLES
FOR
REVIEW
ANDREA HAWKES
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED FOR
BEFORE ME THIS DAY OF
2022 BY MARTIN QUARLES REVIEW
NOTARY PUBLIC #
MY COMMISSION EXPIRES NOTARY SEAL
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
2022 BY ANDREA HAWKES
NOTARY PUBLIC
MY COMMISSION EXPIRES :
APPROVED FOR RECORDATION FOR
REVIEW
AGENT FOR THE BOARD OF SUPERVISORS
FOR
REVIEW
BRIAN S. RAY
Lic. No. 002281
11/02/2022
DATE
NOTARY SEAL
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT
THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING
HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT
THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE
COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE
NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE
LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED
TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE
DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL.
A. T.M.58A2-2B, 2D & 2F ARE ZONED VILLAGE RESIDENTIAL
(ENTRANCE CORRIDOR).
B. THESE PARCELS ARE IN THE JURISDICTIONAL AREA FOR
WATER ONLY.
C. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA,
REVISED PARCEL A AND REVISED PARCEL B EACH CONTAIN
A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF
THE ALBEMARLE COUNTY ZONING ORDINANCE.
D. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA,THESE
PROPERTIES ARE NOT LOCATED IN AN AG -FORESTAL
DISTRICT.
E. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA,THESE
PROPERTIES ARE LOCATED IN A WATER SUPPLY WATERSHED,
NOTES:
1. OWNERS & ADDRESS:
T.M.5BA2-2B, 2D & 2F
MARTIN QUARLES & ANDREA HAWKES
4362 IVY ROAD, CHARLOTTESVILLE,VA 22901
P.O. BOX 187. IVY, VA 22945
2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A
CURRENT FIELD SURVEY.
3. T.M.5BA2-2F IS SUBJECT TO AN EASEMENT TO VIRGINIA
TELEPHONE & TELEGRAPH COMPANY (D. B. 449-36 1) .
4. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME
ARE SHOWN OR NOTED HEREON. THESE PROPERTIES ARE SUBJECT
TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS
AND/OR COVENANTS THAT MAY EXIST.
5. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT PLAT:
T.M.58A2-28= 1.23 ACRES
T.M.5BA2-20= 0.21 ACRE
T.M.5BA2-2F= 0.43 ACRE
6. T.M.5BA2-2D IS EXTINGUISHED BY THIS BOUNDARY LINE
ADJUSTMENT PLAT.
BOUNDARY LINE ADJUSTMENT PLAT
REVISED PARCEL A. CONTAINING 1.32 ACRES
AND
REVISED PARCEL B.CONTAINING 0.55 ACRE
THE PROPERTIES OF MARTIN QUARLES & ANDREA HAWKES
LOCATED OFF STATE ROUTE 678(OWENSVILLE ROAD)
AT THE INTERSECTION OF U.S. ROUTE 250(IVY ROAD)
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY,VIRGINIA
SCALE: 1" = 50' DATE: NOVEMBER 2,2022
FOR:
MARTIN QUARLES
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
GL TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
SHEET 1 OF 2 15026A
GL
T.M.5BA2-2
VALERIA MANSON
W.B.99-421
D.8.599-411,414 PLAT
S70.30'53-E 132.46'
PF
RAG°
:1-84E G-'-----
IVY COMMONS, LLC
D.B.4177-l64 - ---_ _
.-.-.-
B.1105-341 PLAT-'-------
D.8.1015-435 & 436 PLAT FXISZ�j,8AG
cvn-412---
LEGEND:
IF IRON FOUND
IS IRON SET
PF PF PIPE FOUND
PF
EXISTING DRAIN
FIELD (.APPROX.) N --`S'HEO'••.,
FLAG - 4®q0g-
PF
m
-------_-=--eF3As
FPROPOSED
-------USE SITE
- 4U4-
T.M.58-84A
PARCEL A
GREEN MOUNTAIN HOLDINGS,LLC
D.B.5107-156
D.B.2394-127 PLAT
D.B.1105-341 PLAT
(U
IV rn T.M.58A2-2D
MARTIN QUARLES
& ANDREA HAWKES
s D.B.5567-329
m D.B.332-67 DESC.
%PROPOSED PRIMARY
0 DRAINFIELD
t`
sg8s so q e
PF
--E-j__- HEVIRED-PARCEL A
1.32 ACRES TOTAL
W------400------
FLAG ® PROPOSED
SEPTIC
o' [--------- 396------
m
FOR
REVIEW
-------
---------
--------- 392-----
PROPOSED RESERVE
DRAIN FIELD
SCALE: i" = 50'
DATE: NOVEMBER 2, 2022
ROGER W.RAY & ASSOC, INC,
663 EKA
CHARLOTTESI LR EM VI GOINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
ORAAIWIELO
kG T.M.58A2-28
PARCEL A
MARTIN QUARLES
& ANDREA HAWKES
0.6.5567-329
D.B.332-67 DESC.
D.B.330-106 PLAT
h ISI
PROPOSED
3B WELL SITE
S28'20'31"W
.i 49.43'
IF
T.M.58A2-2A
MATTHIEU FINOT
& ERIN R.YARDE
D.8.4257-78
D.8.352-66 PLAT
v
-"�•OQ'
T.M.58A2-2F
PARCEL 8
IF
o
..
IN QUARLES
AN
EXISTING DRAIN
FIELD (,APPROX.)
3
w
D.8.5567-329
Q-
v
m
D.8.30-106 PLA
o
o rn
v
XISTING BOUNDARY
�.
v
M
LINE HEREBY
EXTINGUISHED
min
m S520p3'50"F
z
REVISE
IS
q3.
0, 55
p
AC,gE ACEL 8
CU
a PPROX.) WELL
170.00•
TOTAL
N53 '27 '
:�
01 "W
(D. B1330 6 F
. ^
EXISTING WELL
T. M. 58-84E (APPROX.)
IVY COMMONS, LLC
D.B.4177-164
0.8.1105-341 PLAT
D.8.1015-435 & 436 PLAT
270 y8
250
IVY
ROAD
738
SITE
-�-' N
NEVES
IVY
ROAD
VICINITY MAP - SCALE: 1" = 1000'+/-
HEALTH DEPARTMENT COPY
NOT FOR RECORDATION
IF
T.M.58A2-15
DANIEL O.WHITTEN 6
JANN G.WHITTEN
D.B.4978-556 PLAT
S28'57'46'W
i 29.1V
IF -
528.58'05"W
tiL-� 24.59'
IS1
I S28 °58' 05"W
4�30.09'
�-- _ PF
T.M.58-840 DD �N
Uj 1 T.M.51
¢H p
GRAPHIC SCALE
0 a1
0 50 100 150 y d
T.M.58A2-15C
ALICE S.TOR
O.B.5114-230
D.B.320-427 PLAT
Scale I = DU •- Noii Profile Hole
House, Well and Drain Field Sites
Parcel A
Revised Tax Map 58A2-213
Albemarle Countv, VA
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
antti d Ut 2 15026A
GL
T.M.5B-84E
IVY COMMONS, LLC
D.B.4177-164
D.B.1105-341 PLAT
D.B.1015-435 & 436 PLAT
PF
N
tD
U)
N
T.M.5BA2-2
VALERIA MANSON
W.B.99-421
D.B.599-411,414 PLAT
PF_
T.M.5BA2-20
MARTIN QUARLES
& ANDREA HAWKES
D.B.5567-329
D.B.332-67 DESC.
„EXISTING
HEgFeY •E� ����ISMFp �••.
PF
N
n
v
rn
K.
m
N
0
n
SgBs �o2q,.E
REVISED PARCEL A
LEGEND:
IF
IS
PF
PF
IRON FOUND
IRON SET
PIPE FOUND
S28.20'31"W
49.43'
T.M.5BA2-2A
MATTHIEU FINOT
& ERIN R.YARDE
D.B.4257-78
0.B.352-66 PLAT
738
1.32 ACRES TOTAL IF
w S53 '27 01 „
E 169.58•
T.M.5BA2-2F IF
PARCEL B
T.M.58-B4A T.M.5BA2-28 rn MARTIN QUARLES
3
PARCEL A N PARCEL A o & ANDREA HAWKES v
GREEN MOUNTAIN HOLDINGS,LLC z MARTIN QUARLES 0.B.5567-329 o
O.B.5107-156 & ANDREA HAWKES w D.B.30-106 PLAT om
c
0.B.2394-127 PLAT D.B.5567-329 EXISTING BOUNDARY a
D.B.1105-341 PLAT D.B.332-67 DESC. LINE HEREBY mun
D.B.330-106 PLAT o EXTINGUISHED � S52'53'
IS 100.43.,
E
N REVISED PARCEL @ iN
PF IS Z 0.55 ACRE rOTgL
170.Lo
N53 '27 0 „W ; m _ (O. B� 330-0106. #
J N53 • W
- F
24'08"100.18,
IF
' 270. 18,
i
FOR
REVIEW
SCALE: 1" = 50'
DATE: NOVEMBER 2, 2022
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
T.M.58-84E
IVY COMMONS, LLC
D.B.4177-164
D.B.1105-341 PLAT
D.B.1015-435 & 436 PLAT
678
OWENSVILLE
250 SITE ROAD
ROAD
111 NEVES
DEPOT
LANE
IVY
DEPOT
ROAD
IVY
ROAD
VICINITY MAP - SCALE: 1" = 1000'+/-
IF
T.M.5BA2-15
DANIEL O.WHITTEN &
JANN G.WHITTEN
0.8.4978-556 PLAT
S28'57'46"W
i 29.11'
S2B'5B'05"W
-i 24.59'
IS'
S28'58'05"W
—�l 30.09-
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SHEET 2 OF 2
T.M.58A2-15C
ALICE S.TOR
O.B.5114-230
0.6.320-427 PLAT
15026A