HomeMy WebLinkAboutSUB201600081 Approval - Agencies 2016-04-18 Page 1 of 1
low Nvapor
Gwen Lacy
From: "Seale, Dennis L. (VDOT)"<Dennis.Seale@VDOT.Virginia.gov>
Date: Monday,April 18,2016 3:57 PM J
To: "Gwen Lacy"<gwenlacy@earthlink.net>
Subject: RE: Flicker Drive-Subd. Plat- Propst t 1 Alt1
Good Afternoon Gwen,
I have reviewed this location in the field and as a private entrance serving two units this existing entrance meets
all of the minimum state private entrance requirements and is approved for continued use with this new lot.
Please let me know if you have any concerns or questions.
Thanks,
Dennis Seale
Engineering Specialist
VDOT
Charlottesville Residency
434-531-2877
From: Gwen Lacy [mailto:gwenlacy@earthlink.net]
Sent: Monday, April 18, 2016 1:18 PM
To: Seale, Dennis L. (VDOT)
Subject: Flicker Drive- Subd. Plat- Propst
Good afternoon Dennis,
Please find attached pdf copies of the Subdivision Plat for Arlene Propst.
We plan to submit this to the county today.
Thanks and have a good day.
Gwen
Gwen Lacy
Roger W. Ray & Assoc., Inc.
1717-1 b Allied Street
Charlottesville, Va 22903
434-293-3195 tel
434-293-4202 fax
4/18/2016
Commonwealth of VirginiaVDH Use Only
Health Department ID#
Application for Subdivision Review
(Page 1 of 2 to be filled out by the Owner or Agent) 1IZ1\
(�C D D i � , , Due Date
Owner Flicker Hill,LLC Phone (434)882-4080
Mailing Address 1029 Flicker Drive Phone
Charlottesville,VA 22911 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 Charlottesville take Rt.20 North,left on Flicker Drive
Name of Proposed Subdivision
Tax Map 62-49B Other Property Identification Dimension/Acreage of Property 20.51 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,existing,individual
General size of lots 2.59 Ac& 17.92 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 VirginiaD
�HUseUnly
Health Department>ms
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
Contact Individual Phone
Local offices of the Virginia Department 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)
Name and title of requestor Date
OSE Form F Revised 7/02/09
LS ARIZ
Soils Study for Reserve Drain Field Sites
Lot 1 and Residue
A Division of TM 62-49B
Albemarle County
Prepared for:
Flicker Hill, LLC
1029 Flicker Drive
Charlottesville, VA 22911
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
April 19, 2016
Page 1 of 5
OSE/PE Report for:
Construction Permit fl Certification Letter Subdivision Approval I• l
Property Location:
911 Address: 1087 Flicker Drive City:
Lot 1 Section Subdivision
GPIN or Tax Map# 62-49B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Flicker Hill, LLC
Street: 1029 Flicker Drive
City:Charlottesville State VA Zip Code 22911
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 4/19/16 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): construction permit❑ certification letter❑ subdivision approval
'o` be(select one)issued denied❑.
OSE/PE Signature h�e(�-� � Z%i 1< Date yl M//60
Z c)F-'
Soil Profile
Reserve Drain Field
Lot 1
A Division of Tax Map 62-49B
"ow Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Dusky red (10R 3/3) clay loam, friable 3
4-35 Bt Red (10R 4/6) silty clay, firm 4
35-60 Bt2 Weak red (10R 4/3) silty clay loam, firm 3
60-84 C Yellowish brown (10YR 5/8) clay loam, friable, w/quartz 3
2 0-12 A Dusky red(10R 3/3) clay loam, friable 3
12-42 Bt Red (10R 4/6) silty clay, firm 4
42-61 Bt2 Weak red (10R 5/4) silty clay loam, firm 3
61-84 C Yellowish red (5YR 5/6), weak red(10R 5/4) clay loam, 3
friable
3 0-8 A Dusky red(10R 3/3) clay loam, friable 3
8-42 Bt Red(10R 4/6) silty clay, firm 4
42-84 C Reddish yellow(7.5YR 6/8) silty clay loam, firm 3
4 0-11 A Dusky red (10R 3/3) clay loam, friable 3
11-48 Bt Red (10R 4/6) silty clay, firm 4
,,. 48-84 C Yellowish red (5YR 5/6), weak red (10R 5/4) clay loam, 3
friable
5 0-12 A Dusky red (10R 3/3) clay loam, friable 3
12-34 Bt Red (10R 4/6) silty clay, firm 4
34-70 Bt2 Reddish brown(2.5YR 4/6) silty clay loam, firm 3
70-84 C Yellowish red (5YR 5/8) clay loam, friable 3
Page 3 of c
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 3/15/16 Submitted to Albemarle County Health Department
Applicant Flicker Hill, LLC Telephone Number (434) 882-4080
Address 1029 Flicker Drive Charlottesville, VA 22911
Owner same Address same
Location 1087 Flicker Drive
Tax Map 62-49B Subdivision
Block/Section Lot 1
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? J5 Yes f No
Describe summit, shoulder
2. Slope 11 %
3. Depth to rock or impervious strata: Max. Min. None X
4. Depth to seasonal water table (gray mottling or gray color) fx No r" Yes inches
Free water present i No E Yes range in inches
'"*Cr Soil percolation rate estimated ig Yes Texture group I II II iv
No Estimated rate 75 min/inch
7. Permeability test performed I— Yes
R. No
If yes, note type of test performed and attach
fg Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
f Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. fl Insufficient depth of suitable soil over hard rock.
3. (— Insufficient depth of suitable soil to seansonai water table.
4. f 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.
4•00 f Other Specify
(attach additional pages if necessary)
ee9,_ yds
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.
wrr
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, only the reserve
area(check one)for Lot 1 —A Division of Tax Map 62-49B .
Design Basis
Total length of available area: 100' Total width of available area: 80'
Estimated Perc. Rate: _75 at 60" in. (depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required?—No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 596 _ Total trench bottom area required: 1788
4040.,
Area Calculations
Number of trenches 6 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 48' Total trench bottom area provided: 1800
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.
N'" Page of
AOSE Form E Revised July 18,2007
IE3ON Pc;Jul c
24.5' FOUND ct
th 3911415 SPIKE IN 252,47, 6.3' IRON S76'35'08"E
t 11502435 MONUMENT SET 951.90'
FOU _ST * �... 147,53, WELL TOTAL
BusbyI- , ' : + FR E '
Gi=ii FRAME 29.8'
* 2`+_ LAG
Im,62-49D4 �.I L �BLDG L29 '.`- 55,1 0/7
LOT' 5 Face 1-STOR
R4. A(c-,., e.':'a Reserve4�` ` se PSgdIC •)( !` BRICK PIPE North 391119.
3, I` ►.) sT; 92`` STK DRANFEIELD c�, L27- ,,�FOUND East S 150336
1434-21 PLAT 3 LOT 1 WE .L �' �} L28 -- 0-1'.,' L124 f ' xisting Well
.2. 59 AC;��„ ik TOTAL \ ` E ISt1n .62-6
North 3910976 '� •22 ' IRON FLAG \ NIi / ALI
9 6 IRON .� 66 12 0 s \ �� /� D.8.3456-1
East 11502485 FOUND -a 305' SET .S
a` AG L22 �.'� 1-S 0.8.2003-493
l , FLAG - '% ; FRAME /
►raps - r 'N Fer L20 ;I
PROPOSED FLAG 7 L 1 g f 'L �
UJ /
DRAINFIELDARC FLAG
G L 16 i r
..1 "- 62-498 L i 7 /'F.., �` T.M.62-63
T.M.62-49D2 T. M. //2
LOT 3 �' FLICKER HILL, LLC L16
LANDRY SLADE v D.B.4717-607
�/,�/ COURSES ALONG CEN
W.8.84-3 O.B.349-336 SKETCH v/ ; �u NEW 30'PRIVATE ACCE
D.B. 1508-195 iu D.8.302-466A PLAT - /
0.8. 1434-21 PLAT • (UNRECORDED PLAT BY -/ " '� LINE BEARING
r- 0.R.RANDOLPH, DATED '�1"l /� L1 N13'26' 11"l
co 8/9/56) vV 41 I T.M.62-63A L2 N06457'44"I
RESIDUE=17.92+/- AC. /,/4/ i `
BY DEDUCTION !;� V > L3 N04'43' 14"I
FROM N. ,,,P� / ` 4 NO2'24'08"E
/,' - TAXATION RECORDS `/' ' , L5 NIA'Q9'23"E
Now �ti�/' . / L6 N29'45'09"E
r.) \,, ,xS/AT / L7 N46'32'21"E
N \,�fl! ;Q4 /' L8 N55"02'31"E
�, ,,3QT.M.62-65 L9 N60 '15'33"E
cD g,; ,�
Z ��! � ''�� L10 N56615' 10"E
�'' 'Ls I ` L11 N51 '10'39"E
T.M.62-4901 / \ L12 N44'11' 17"E
/.�, L7
! L5 7.M.62-66 L13 N34*33'36"E
L4 L14 N27'45'23"E
"I L3 , L15 N24 '15'05"E
•'I , • L16 N20 '30'20"E
I GRAVEL / \ L17 N14 '02'07"E
�
I DRIVEWAY + T .M.62-67 L18 N07'10'23"E
;;I ,( Li9 N01 '30' 10"E
II '\ L20 NO3'00'45"W
I
1Ic"s , �`\ L21 N11 '17' 14"W
,Ii 100' I L22 N25*18'53"W
III STREAM
T.M.62-49D i BUFFER / T.M.62-68 L23 N33'19' 11"W
�`I L24 N25 '32'38"W
PIPE FOUND Scale 1"=200' Soil Profile Hole
11 PAVED I ,'i/i Proposed Reserve Drain Field Site
ENTRANCE '� LI i 546 '57' 13"W 38.83
ft4 `' IRON FOUND Lot 1
A Division of TM 62-49B
r., North 3909550 IRON STATE ROUTE 20 Albemarle County, Virginia
East 11502647 FOUND / STONY POINT ROAD Steve Gooch Consulting Geologist
4,/ (30'PRESCRIPTIVE ESMT.)
Oliver
d* S46'57' 13"W 70.76'� ' Troy,Virgina 22974
G546573W
T.M.62-69B
Page 1 of 5
OSE/PE Report for:
Construction Permit ri Certification Letter Subdivision Approval!r l
Property Location:
911 Address: 1087 Flicker Drive City:
Lot Residue Section Subdivision
GPIN or Tax Map# 62-49B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Flicker Hill, LLC
Street: 1029 Flicker Drive
City:Charlottesville State VA Zip Code 22911
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
No„w Address
City State Zip Code
Date of Report 4/19/16 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): c nstruction permit❑ certification letter subdivision approval
%toe be(select one)issued denied
OSE/PE Signature /2 - 0L— , Date tifigt(o
Soil Profile
Reserve Drain Field
Residue
A Division of Tax Map 62-49B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
6 0-10 A Dusky red (10R 3/3) clay loam, friable 3
10-38 Bt Red (10R 4/6) silty clay, firm 4
38-84 Bt2 Weak red (10R 5/4) silty clay loam, firm 3
7 0-8 A Dusky red (10R 3/3) clay loam, friable 3
8-40 Bt Red(10R 4/6) silty clay, firm 4
40-84 Bt2 Weak red (10R 5/4) silty clay loam, fiuii 3
8 0-8 A Dusky red (10R 3/3) clay loam, friable 3
8-38 Bt Red(10R 4/6) silty clay, firm 4
38-84 Bt2 Weak red (10R 5/4) silty clay loam, firm 3
9 0-8 A Dusky red (10R 3/3) clay loam, friable 3
8-27 Bt Red(10R 4/6) silty clay, firm 4
27-84 Bt2 Weak red (10R 5/4) silty clay loam, firm 3
10 0-8 A Dusky red (10R 3/3) clay loam, friable 3
8-30 Bt Red (10R 4/6) silty clay, firm 4
30-62 Bt2 Weak red (10R 5/4) silty clay loam, firm 3
62-84 C Yellowish red (5YR 5/8) clay loam, friable 3
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Niro-
Date 3/15/16 Submitted to Albemarle County Health Department
Applicant Flicker Hill, LLC Telephone Number (434) 882-4080
Address 1029 Flicker Drive Charlottesville, VA 22911
Owner same Address same
Location 1029 Flicker Drive
Tax Map 62-49B Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? (X Yes f 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) ig No r Yes inches
s. Free water present IX No E Yes range in inches
Soil percolation rate estimated (X Yes Texture group I II ( ? IV
I` No Estimated rate 75 min/inch
7. Permeability test performed f Yes
No
If yes, note type of test performed and attach
CX Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
f Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. C` Insufficient depth of suitable soil over hard rock.
3. ( Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. f Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
/90 - 'Ac
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.
Nosy
This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, manly the reserve
area(check one)for Residue—A Division of Tax Map 62-49B .
Design Basis
Total length of available area: 100' Total width of available area: 100'
Estimated Pere. Rate: 75 at 60" in. (depth) Number of bedrooms (or GPD): 2
1
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No_(Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 596 Total trench bottom area required: 2384
Area Calculations
Number of trenches 8 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? this is reserve Percent reserve area required: 200
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.
Page of
AOSE Form E Revised July 18,2007
I
IRON �Q,� 4. 9FS
' 24.5' FOUND
th 3911415 SPIKE IN aS ..17, 6.3' IRON S76"35'08"E
t 11502435 MONUMENT SET 951,90'
FOU a -ST " ,� 147,53, WELL TOTAL
song s ,; * FRA E
G FRAME 29.8`
2-5904 LA kG F ���BLDG., L29 � '�- 5,51 g,t,
1-STOR
MD�• let ,,T,.; , � .,.� ,96 PROPOSE k � ti BRICK PIPE North 391119
4. ` "z _Y ,� -° 11 STK DRAINFIELD ° - !'' FOUND East 1150335
3, t / STK q AREA a L27' ,'
1434-21 PLAT 3 _WELL h L28 L'26 �, L25 • i �tv* ��g Well
LOT 1 813'24'52"W \, ` L24 1
2. 59 AC. TOTAL N 62-E
North 3910976 IRON x,'22 ,�2' IRON /• & ALI
East 11502485 FOUND '43.
56,a
305' SET a \, 1-S0.8.2003-493
O 8 3456-!
• a' FLAG S ' I LAG L22 T� D.B.2003-493
/. ,o ,� . , , s ' ` L21 !I FRAME /
►r . p RN FLAG , • L201 1
PROPOSED FLAG ' L 19 11._ I
1J! SEPTIC FLAG , -
Z DRAAREA� S L 18 i , i
ui
- T M. 62-498 L 17 �' I4/., 1 T.M.62-63
T.M.62-49D2 a /2 /
LOT 3 ro FLICKER HILL, LLC L16 '/ ,
LANDRY SLADE ►- D.B.4717-607 / COURSES ALONG CEN
W.8.84-3 0.8.349-336 SKETCH ti/' /'w / NEW 30'PRIVATE ACCE
0.8. 1508-195 D.8.302-466A PLAT %'/
0.8. 1434-21 PLAT (UNRECORDED PLAT BY 4,/47 LINE BEARING
O.R.RANDOLPH, DATED a 4 / ,�
co 8/9/56) /'%/Gj� T.M.62-63A L2 NOB'57'44"I
RESIDUE=17.92+/- AC. f"%t� r� ,
BY DEDUCTION /�/ C,� / , L3 NO4 43 14 I
FROM ti`s/''/N. , L4 1402'24'06"E
- TAXATION RECORDS "/;
n ?,, /!V I \ L5 N14'09'23"E
' 9/ /A./QA' LB N29'45'09"E
CO 1 �\''''
'' /Q' S / L7 1446'32'21"f
Ski \'% �' `Q / T.M.62-65 L8 1455'02'31"E
co fig,•! ''30 L9 N60 '15'33"E
a' (G* LiO 1456'15' 10"E
i 'L8 `� L11 N51 '10'39"E
T.M.62-49D1 L12 N44 '11' 17"E
14
L7
L5 ii T.M.62-66 L13 1434'33'36"E
L4 ,( L14 N27'45'23"E
/' „1 L3 ,�\` L15 N24'15'05"E
';i L16 N20'30'20"E
'I'i GRAVEL DRIAVELY �/ ~ L17 N14'02'07"E
' L18 N07 10 23"E
';11 • T .14.62-67 L19 NO1 '30' 1O"E
;FI A
L20 NO3'00'45"W
il,i�'s i L21 N11 '17' 14"W
'I 1 ST00'REAM / \ L22 N25'18'53"W
T.M.62-490 't'; BUFFER , T.M.62-68 L23 1433'19' 11"W
i ort /sag•q2'31114
1
11Scale 1"=200' 1- Soil Profile Hole
I I PIPE FOUND
ENTRAND CE '', L 1 ,' 'i/
S46'57' 13"W 38.83 Proposed Reserve Drain Field Site
Residue I
`'''''wIRON FOUND j
/ A Division of TM 62-49B
....., North 3909550 IRON ►`? STATE ROUTE 20 Albemarle County, Virginia
East 11502547 FOUND /� STONY POINT ROAD Steve Gooch Consulting Geologist
�a• �t. (30'PRESCRIPTIVE: ESMT.) 703 Oliver Creek Road
' S46657' 13"W 70.76' Troy,Virginia 22974
G S4 33 24 3"W
T.M.62-69B