HomeMy WebLinkAboutSUB201600001 Approval - Agencies 2016-02-19 . ,....,,,..„ ,
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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
2/19/2016
Ellie Carter Ray, Senior Planner
County of Albemarle
401 McIntire Road
Charlottesville,VA 22902
RE: Review of Proposed Subdivision Plat as part of Tax Map 85, Parcel 44,located in
Albemarle County,Virginia.
Dear Ms. Ray:
On January 5,2016,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.
Sincere! ,
• r
St en . Vargo e)'-
Environ ental Health S ecialist, Sr.
Onsite Sewage and Wa r Programs
Armirinn—
# mss:
COUNTY OF ALBEMARLEl,
Department of Community Development , 1
401 McIntire Road,Room 227 �e V L �� � e y
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Date: 1/5/16
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2016-00001 Jeanne Ward#14395A—Final Subdivision
Date Submitted: 1/4/15
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide Tax Map 85 Parcel 44.
This project requires Health Department approval prior to receiving final County approval. The
applicant has provided a soils report, which is attached. Please review the proposal for suitable
subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4,
and Chapter 14, Section 310 of the Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
Sincerely,
Ellie Carter Ray, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
eraygalbemarle.org
(434)296-5832, ext 3432 phone
(434)972-4126, fax
151 OEM
Soils Study for Drain Field Sites
Lot A and Residue
A Division of Tax Map 85-44
Albemarle County
Prepared for:
Jeanne Ward
214 W. 21st Street#5D
New York, NY 10011
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
December 31, 2015
Page 1 of 7
OSE/PE Report for: _
Construction Permit Certification Letter Subdivision Approval 1
Property Location:
911 Address: 2285 Stillhouse Creek Road City:
Lot A Section Subdivision
GPIN or Tax Map# $5-44 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Jeanne Ward
Street: 214 W. 21st Street#5D
City:New York State NY Zip Code 10011
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
New, Address
City State Zip Code
Date of Report 12/31/15 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Forms
Soil Profile Sheet 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): Anstruction permit!: certification letter subdivision approvalNally
✓�
be(select one)issued denied U.
OSE/PE Signature 5f€1/12-- Z,% �;�3; - Date /21304r
pu z () -7
Soil Profile
Reserve Drain Field
Lot A
A Division of Tax Map 85-44
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
Zone 1
Al 0-4 A Brown (7.5YR 4/2) clay loam, friable 3
4-29 Bt Red(10R 4/8) silty clay loam, firm 3
29-60 CB Yellowish red(5YR 5/8) sandy loam, red (10R 5/8) silty 2
clay loam seam 45-53", friable
60-120 C Very pale brown(10YR 8/3) sandy loam, friable 2
A2 0-5 A Brown(7.5YR 4/2) clay loam, friable 3
5-48 Bt Red(10R 4/8) silty clay loam, firm 3
48-120 C Dark yellowish brown(10YR 4/6) loam, friable 2
A3 0-4 A Brown (7.5YR 4/2) clay loam, friable 3
4-34 Bt Red (10R 4/8) silty clay loam, firm 3
34-54 Bt2 Light red (2.5YR 6/8) clay loam, friable 3
54-120 C Strong brown(7.5YR 5/8) sandy loam, friable 2
N.. Zone 2
A4 0-4 A Brown(7.5YR 4/2) clay loam, friable 3
4-40 Bt Red (10R 4/8) silty clay loam, firm 3
40-60 Bt2 Light red(2.5YR 6/8) clay loam, friable 3
60-120 C Strong brown (7.5YR 5/8) loam, friable 2
A5 0-4 A Brown(7.5YR 4/2) clay loam, friable 3
4-32 Bt Red (10R 4/8) silty clay loam, firm 3
32-50 Bt2 Light red (2.5YR 6/8) clay loam, friable 3
50-120 C Brown(7.5YR 5/4) sandy loam, friable 2
B1 0-3 A Brown(7.5YR 5/3) loam, friable 2
3-29 Bt Red(10R 5/8) silty clay loam, firm 3
29-54 BC Light red(2.5YR 6/8) clay loam, friable 3
54-120 C Brown(7.5YR 5/4) sandy loam, friable 2
Page '� of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 12/3/15 Submitted to Albemarle County Health Department
Applicant Jeanne Ward Telephone Number
Address 214 W. 21st Street#5D New York, NY 10011
Owner same Address same
Location 2285 Stillhouse Creek Road
Tax Map 85-44 Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY - Zo0,2 �
1. Position in landscape satisfactory? (X Yes 1 No
Describe Shoulder
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) E No E Yes inches
7ree water present ig No r Yes range in inches
�
6. Soil percolation rate estimated fix` Yes Texture group I 11 Ill IV
I� No Estimated rate 45 min/inch
7. Permeability test performed E Yes
IAC No
If yes, note type of test performed and attach
R Site Approved: Drainfield to be placed at 72"-54" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. f Insufficient depth of suitable soil over hard rock.
3. f Insufficient depth of suitable soil to seansonal water table.
4. Il Rates of absorption too slow.
5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
r Proposed system too close to well.
14440.' r Other Specify
(attach additional pages if necessary)
PC4dyLga�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.
New
This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, CP4ily the reserve
area(check one)for Lot A —A Division of TM 85-44(Zone 1 -Reserve Area)
Design Basis
Total length of available area: 20' Total width of available area: 20'
Estimated Perc.Rate: 45 at_72"-84" in. (depth) Number of bedrooms(or GPD): 2
1 2
Conveyance Method : Pum. 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: 203 Total pad bottom area required: _812
Now
Area Calculations
Number of pads 1 Length of pad: 20'
Width of pad: 20' Center to center spacing: _n/a
Reserve required? this is reserve Percent reserve area required: 200
Total pad bottom area required 812 Total trench bottom area provided: 400*_
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.
*Zone 1 provides 49%of 200%reserve area required. See abbreviated design form for zone 2 for
design for remaining reserve area(Page 6 of 7)
Page of
AOSE Form E Revised July 18,2007
Page h of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 12/3/15 Submitted to Albemarle County Health Department
Applicant Jeanne Ward Telephone Number
Address 214 W. 21st Street#50 New York, NY 10011
Owner same Address same
Location 2285 Stillhouse Creek Road
Tax Map 85-44 Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY _ Z . L
1. Position in landscape satisfactory? I Yes E 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) fl No E Yes inches
Free water present Ix No 1— Yes range in inches
Niter
6. Soil percolation rate estimated Ix Yes Texture group I 11 III IV
1— No Estimated rate 45 min/inch
7. Permeability test performed 1— Yes
Ix No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 72"-96" depth at site designated on permit.
(a-- 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. 1— Insufficient depth of suitable soil to seansonal water table.
4. I- Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
T— Proposed system too close to well.
Nim.•r E Other Specify
(attach additional pages if necessary)
?cox_ (AF-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.
Nome
This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, t'nly the reserve
area(check one)for Lot A —A Division of TM 85-44(Zone 2-Reserve Area)
Design Basis
Total length of available area: 20' Total width of available area: 25'
Estimated Perc.Rate: 45 at 72"-96" in. (depth) Number of bedrooms(or GPD): 2
1 2
Conveyance Method : Plimp, 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:203 Total pad bottom area required:812
Nome
Area Calculations
Number of pads 1 Length of pad: 20'�
Width of pad: 25' Center to center spacing: n/a
Reserve required? this is reserve _ Percent reserve area required: 200
Total pad bottom area required 812 Total trench bottom area provided:_450*
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.
*Zone 2 provides 55%of 200%reserve area required. See abbreviated design form for zone 1 for
design for remaining reserve area(Page 4 of 7)
Nome
Page of
AOSE Form E Revised July 18,2007
400.al ,►yii.-trr ...vw•r.-T -.- ." 111.1 1 E V,/ t morwit MOP.. "..r..
238.05 123.93 233.41 N59'13' 17"E I
65.22 32.70 65.13 N73'40'43"E T,M.65-14A 7
146.02 74.04 145.02 N56'49'49"E TOMLIN LANG TRUST a 7
0.B.987-!02 >
AT" 'M D.6.202-560 DESC.
UNRECORDED PLAT BY `* pa/
slaw9J%ORjNTS l% •
AN =
I)
STATE ROUTE 693 N42.44'45"E /
STILLHOUSE CREEK ROAD 63.76' ,
(30'PRESCRIPTIVE EASEMENT) ,, c°.
\\ DRIVEWAY
°�, ,,\•
T.M.65-13A r "
CHRISTOPHER S.CELELLA & N4 780901E • IRON FOUND
MARY BRUCE B.CELELLA AT 19.80'
4,6.4!77--392. 398 DESC. . 7 i North 3878461
0.6.495-465 East 11415758
North 3878301 �, FRAME
East 11415540 ♦�i`� BLDG.
Existing ! •29'5 ...w . IRON SET 2, 1' POLE,olie pp ATOMS
T 24.04 a. -- TEL.
!00. V1 ► •pED.
(2;ON81) EXISTING DRAIN FIELD
R'ESES
I.85-130 N78'53'09"E 14,,,,_ 8 A2 ;!► oxI�IA E))
CAMPBELL `N , 72.29 1►- .,. CI" ' $'
.34487 PPLLAT �•.. _ __.. . K Fi " *WWI
. ,,• • ' R SERVE F`i. Ak-s6 `S. , i• .A 48 Ai DWELLING Ic'i ,,►
,.-'�'r, jf� ��1VAI'Pi'iA 7l+4 A
•
1 it.'1:(
AL / I *1 s POLE
FRAME
c US
�iprD�r
41117//,/FRAME...... ,
• BLDG FLAB - . `•SET FLAB S RuEstv �l�'r qlT °
IA
••r • ---. ` 1 (ZONE2) Q., ) •
'torn a
.. __. ,_.. l ' LOT e
aG• 1
��: rRoros PR MAR 2.0E c
POLE �'
TROP WELL p' {,. ,El13
r* t
MME
PROPOSED HOUSE• iiA A p
SITE 4vb A
sk
. RESIDUE • ''T f n .
M. tMtr.w`^!� ;CI
8.00 ACRES
JEANNE L.WARD e
D.6.4653-277
0.8.2169-616 PLAT IRON
0.6.154-159
DESCC.'
• J
Scale 1"= 100' •- Soil Profile Hole STREAM '.1-4_,-1� `'`v�•, Reserve Drain Field Site 03
BUFFER A
Lot A
A Division of Tax Map 85-44
• Albemarle County, Virginia STREAM
"'"'"777717,...W Steve Gooch Consulting Geologist
I R A C703 Oliver Creek Road
E S 0 F 0 0 W N Troy,Virginia 22974 .*.4,cRO n
Page 1 of 6
_OSE/PE Report for:
Nair' Construction Permit Certification Letter Subdivision Approval ✓
Property Location:
911 Address: 2285 Stillhouse Creek Road City:
Lot Residue Section Subdivision
GPIN or Tax Map# 85-44 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Jeanne Ward
Street: 214 W. 21st Street#5D
City:New York State NY Zip Code 10011
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 12/31/15 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Forms
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.
CThe 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 U.
OSE/PE Signature '51Q.(.t4.. 1 e3GIC_ Date l a 31//'),--
Pa z ,S2 (
Soil Profile
Residue
A Division of Tax Map 85-44
Albemarle County
Now
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-3 A Brown(7.5YR 5/3) loam, friable 2
3-29 Bt Red(10R 5/8) silty clay loam, firm 3
29-48 Bt2 Light red (2.5YR 6/8) clay loam, friable 3
48-120 C Brown(7.5YR 5/4) sandy loam, friable 2
2 0-4 A Brown(7.5YR 5/3) loam, friable 2
4-26 Bt Red (10R 5/8) silty clay loam, firm 3
26-84 C Dark yellowish brown(10YR 4/6) loam, friable 2
3 0-5 A Brown(7.5YR 4/2) loam, friable 2
5-17 Bt Light red (2.5YR 6/8) clay loam, friable 3
17-84 C Yellowish brown(10YR 5/8) sandy loam, friable 2
4 0-7 A Brown(7.5YR 4/2) loam, friable 2
7-40 Bt Light red (2.5YR 6/8) clay loam, friable 3
40-84 C Yellowish brown(10YR 5/8) sandy loam, friable 2
5 0-6 A Brown(7.5YR 5/3) loam, friable 2
`w 6-30 Bt Red (10R 5/8) silty clay loam, firm 3
30-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2
6 0-3 A Brown(7.5YR 5/3) loam, friable 2
3-24 Bt Red (10R 5/8) silty clay loam, firm 3
24-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2
Page 3 of i'O
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 12/3/15 Submitted to Albemarle County Health Department
Applicant Jeanne Ward Telephone Number
Address 214 W. 21st Street#5D New York, NY 10011
Owner same Address same
Location 2285 Stillhouse Creek Road
Tax Map 85-44 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? JX Yes f No
Describe Shoulder
2. Slope 15 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) 1— No 1— Yes inches
-ree water present IgX No 1— Yes range in inches
'nail percolation rate estimated IX Yes Texture group I CI Ili IV
E No Estimated rate 45 min/inch
7. Permeability test performed 1— Yes
IX No
If yes, note type of test performed and attach
15Z Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
f Site Disapproved:
Reasons for rejection:
1. 1— Position in landscape subject to flooding or periodic saturation.
2. 1— Insufficient depth of suitable soil over hard rock.
3• E Insufficient depth of suitable soil to seansonal water table.
4. 1— Rates of absorption too slow.
5. 1� Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6 r Proposed system too close to well.
i� Other Specify
(attach additional pages if necessary)
)9c-0) - 4 -6
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.
ar..
This abbreviated design covers the 0 primary and reserve area, Ce'only the primary area, 0 only the reserve
area(check one)for_Residue —A Division of TM 85-44.
Design Basis
Total length of available area: 100' Total width of available area: 30'
Estimated Perc. Rate: 45 at 60" in.(depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method :_Pump, Distribution method (specify): Pump
3c
Dispersal system basis GMP#135 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 344_ Total trench bottom area required: 1032
Area Calculations
Number of trenches 4 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 30' Total trench bottom area provided: 1080
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.
NNW
Page of
AOSE Form E Revised July 18,2007
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.
Nowv
This abbreviated design covers the ❑ primary and reserve area, 0 only the primary area, 1nly the reserve
area(check one)for_Residue —A Division of TM 85-44.
Design Basis
Total length of available area: 100' Total width of available area: 21'
Estimated Perc. Rate: 45 at60�' in.(depth) Number of bedrooms(or GPD): 4
1 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: 152 Total trench bottom area required: 608
Now
Area Calculations
Number of trenches 3 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 21; Total trench bottom area provided: 900
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
M-+....vw i..,v.u., Acca.a,a 6.1.2.41 NOV .1.2 1, t
4'51" 358.84 65.22 32.70 65. 13 N73'40'43"E ' e2-2
3'57", 358.84, 146.02 74.04 145.02 N56.48'49"E T.M.85-14A
TOMLIN LAND TRUST (0 (DC G
NOT FOR RECORDATION 0.8.987-102 •
0.8.202-580 DESC.
IIP" CONTROL, POINTS UNRECORDED PLAT BY
Sk
'R ACCURACY GLOECKNER & OSBORNE, INC.
O AMERICAN DATED AUG.3a,.1988 ""�
OF 1983 (NA083)
INIA SOUTH SPC
STATE ROUTE 593SN42'44'45"E
(30 PRESCRIPTIVEE EASK EMENT) 63.76'
GRAVEL. '
T.M.85-13A �\ DRIVEWAY ti N
CHRISTOPHER
MARY BRUCE @ CELELLA & N45`Q9'21"�,� �`
CELELLA 76.02' 0r RON FOUND
0.8.4177-392 398 DESC. AT 19.90'
0.8.495-465 �/��f ! Norti
North 3878301 FRAME East
East 11415540 `+'' POLE BLDG.
I '29'S5"W . IRON SET AV. 1',V. 1', POLE
\ oe7wio0.00' AT 20.00 t. TEL.
T.Ac.85-130 " t� .tERVE * •PED.
MARC CAMPBELL N79 53 09 E (ZONE 1) !► TIN6 nitAIIV F1EL�
0.8.344 -289 \ 72.29' ,, 1s, . 2 (APPROXIMATE)
0.6. 3 - 7 PLAT •�. iii to
.. ter. .:
+�.As : xee r:si rbAcx '
� sas .... �. s �"* . nom WILL EXISTING ''' oa
13E .r%6 i I e� AREA DWELLING
LEWIS & N. i �n '...I ' ops i `�- 0NS
3
..LEWISLAT ,`, FRAME...A) r �' POLE
BLDG. RAS A� r Ai �f` - - tt
fl.As
43 '26"E w+,4( I r i.., i• i SET '. .. ��4.�* ' V
57.82' -- - i 1 s avE atm H qp ,ads
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RESIDUE 00,
• T.M.85-44 4t
8. 00 ACRES
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/ 0.8.2189-618 PLAT
0.8. 154-159 DESC.
0.8, 140-25 DESC. IF
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Residue
A Division of Tax Map 85-44 p,.
t[ D N84 '12'02"w Albemarle County,Virginia .Z4 '
'th 38777692T R A C E S O F Steve Gooch Consulting Geologist o
it 11415068 703 Oliver Creek Road
47
Troy,Virginia 22974 IC 27