HomeMy WebLinkAboutSUB201900116 Soils Study for Drain Field 2019-07-13 SoffikStudy for:Wail! Field,Sites
PAttel:',G2-,,,And Residue
„ „
Tax: ::18434F1
Map„ , . ,
Albetriatle Counq
StISZ.0.19,00114,
Prepared for:
14,!ck11,1ciuntainL4c
c p •
F'.0. 13oX 331
FTeelUnin,VA 22940
Prepared by:
Steve G9,Och,ConsOlting qetilpgipt,Inc,
• ' ,
Toy, RECEIVED
JUL 1 2 2019
July 13, p19
COMMUNITY
DEVELOPMENT
Page 1 of 5
OSEfPE Report,for:
1-1
Construction Permit I Certification Letter 11 Subdivision Approval
Property Location:
911 Address:
City:
Lot G2 Section : Subdivision
GPIN or Tax Map,# 18-34F.1.
Health Dept ID#
Latitude Longitude
Applicant or client Nailing:Address:'
Name: tickPlouritain;L(q:do Mark Lyons
Street: P.P BOX 331
City:Free Union State VA Zip Code 22940
Prepared by:
OSE Name Steve, G9pch
1
License# 949901284
Address 703,01iyer Creek lq.Oad
City Troy
State VA Zip Code 22974
PE Name:
License#
Address
city VState Zip Code
Date of Report 7/13M
Date of Revision#1
OSE/PE Job#
Date of Revision
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 V
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'VA6-610),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 Worlocbritained herein.
The work attached to this cover page has been conducted under an exemption to the practice ofenaineering,specifically the
exemption in Code of VirPiraaSeption 54.1-402.11
I recommend thata(select one): Anstruction permitEl certification letter': subdivision approyal
be(select one)issued denied14
OSE/PE Signature lerYak-- Date
Rer. z-c -r
Soil Profile
Parcel G2
A Division of Tax Map 18-34F1
,
Markwood Road
,
\
Albemarle'County.
Hole Depth Horizon Material DesCription Soil Texture
,(in.)
Group
A 0-6 A Dark gray(10YR 4/1),10am,,friable 2
.6-43 Bt Strong brown(7.5YR.5/8)clay loam,friable 3
43-84 "C Dark yellowish brown,(10YR4/6)sandy loam,massive, 2
,
friable
B 0-5 A Dark,gray(10YR 4/1)loam, friable 2
5-27 Bt , Reddish brown(2. yR 5/4),clay loam,friable 3
27-84 A Dark yellowish brown(10YR 4/6) sandy loam,massive, 2
friable '
C 0-3 A Dark gray(10YR.4/1) loam, friable 2
3-29 Bt Rcd(10R 5/8)silty clay loam, firm 3
29-60 Cl Yellowish red(5YR 5/8), friable, seams of red(2.5YR 5/8) 3
Clay loam
60-84 C2 Dark yellowish brovvn(10YR 4/6)sandy loam,massive, 2
friable
D 0-6 A Darlc gray(10YR 4/1) loam, friable 2
6-34 Bt •Red)(10R.5/8) silty clay loam, firm 3
34-84 C OliVe brown(2.5Y 4/4)sandy loam,massive,friable 2
E 0-4 A Dark gray(10YR 4/1) loam, friable 2
4-27 Bt Reid,(10R 5/8)silty clay loam,'firm 3
27-37 Bt2 Reddish brown.(2.5YR.5/4)clay loam, friable 3
37-84 C Dark yellowish brown(10YR.4/6).sandy loam, massive, 2
friable
F 0-4 A Dark gray(10YR 4/1)loarn,friable 2
4-26 Bt Strong brown(7.5YR 5/8)clay loam,friable 3
26-84 C Dark yellowish brown(10YR 4/6) sandy loam,massive, 2
friable
G 0-4 A Dark gray(10YR 4/1)loam, friable 2
4-24 Bt Strong brown(7.5YR.5/8) clay loam,friable 3
24-84 C Dark yellowish'brown(10-YR 4/6) sandy loam,massive, 2
friable
Page 3 of
Appendix 2
SOP Sul ITIOry",Report
GENERAL.INFORMATION
Date 7/13/19 Submitted to Albeniai•le County
Applicant"Mark Lyons Health,Department
Telephone Number (434)249-0565
Address P.O. Box.331 Free.Union, VA 22940
Owner same
Address same
Location Adjacent to:5639.,Markwood'Road
Tax Map .18-34F1
Subdivision
Block/Section Lot G2
SOIL INFORMATION,SUMMARY
1. Position in landscape satisfactory? rg Yes fi No
Describe shoulder
2. Slope 12
3. Depth to rock or impervious.strata: Max. ,
Min. None x
4, Depth to seasonal water table"(gray mottling or:gray color) IX' No ITT Yes inches
Free water present . I No Ili Yes range,in inches
Soil percolation.rate"estimated Ix`; Yes Texture group I ,, III iv
0. No Estimated rate 45 min/inch
7. Permeability test performed 1T "Yes
No
If yes, note type of:test,performed and attach
•
Ix;' Site Approved: Drainfield to.beplaced at 6Q" depth at site designated on permit.
IT Site Disapproved:
Reasons for rejection:
1• I .; Position in landscape subject,to..flooding or periodic saturation.
2. 17 Insufficient depth of suitable,soil over hard rock.
3. T Insufficient depth of suitable soil to seansonal water table.
4. : 1 Rates of absorption,too:slow.
5. ri Insufficient area of.acceptable,soil for required.drainfield,:and/or Reverse Area.
6. r! Proposed system too closet)well.
7 Other Specify
{
(attach additional pages if necessary)
Pcec- eF
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 4rimary and reserve area, 0 only the,primary area, 0 only the reserve
area(check one)for Parcel G2- A Division of TM,18-34F1
Design Basis
Total length Of availableurea: 80' Total width of available area: 110'
Estimated Pere. Rate: 45, at 60" in.(depth) Number,ofbedrooms(or GPD): 4
2
Conveyance Method : Gravity Distribution method (specifyQravi
:
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square,feet per bedroom: 344 _ Total trench bottom area required: 2752
Area Calculations
Number of trenches 12 Length of trenches: 80'
Width of trenches: 3' Center to center spacing: 9'
Reserve,required? Yes Percent reserve,area required: 100
Total width of absorption area required 102 Total trench bottom area provided: 2880
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
PARCEL' G2 ,. ,.. . .
2. 71.-:ACRES ' . �'so HEALTH DEPARTMENT COPY 7
,� ,/; �- �0 N®'T"' FOR' 'RECORDATION
ON MICHA£L M,DONOV
D.
GRAVEL v / /':' ',v;d'
v'' A IS �; .y_�, `�006�� �,� THIS PLAT NOT F ,:R C SAT ®N
L2cl
/ 0, V COPY.$#.LOWING,CONTROL POINTS
' TO'�•.
' \ �` 1 -- PI,PN GE ACCURACY'
'L4 TIED"TO NORTH'" RIGAN
�� .. 21'. • �,� ;d VTR 1983 ,-�1 1 ),
`°� �L5 ,, POL1 X INIA:SOUTH''SPC �,.
' T 'N i 8-3F2 �
"n 'PARCEL •;GI C,.
PAVED yI�a+j r 557- \�g0
ENTRANCE :, ;; $Q;.,RRt:VATE ® 5 \,�
STREET `,EASEMENT ' .��. 'ilkk a5 No p , o
t j GRAM, 'O.EL:a059=404. ,\°s15\.$0 (ro;.
l 1 S :405 .FLAT) �, 3 -S �
/ 449% .��A ��
RE
DETAIL SCALE: 1 ' stt 0 a ��°°' �6/
T°M. 8A--53 0 �N.
LOT 53 IRON FOUND
JANNY VAN 6£EK �2''�`"�
�D:B.�485N-459 AT,.,.2'018)"CEDAR .a�
• D.8.2449=-594 THRU 741D PLAT (2 1D) c�
'North 395687 ''PROPOSED d;s� STREAM
sp East 1147778..,DRAIN 1F[ELD S ;BUFFER
. IRON �,�.
ATF25.�.1 � 3A .�3°
\\ • FLAG 3~ '�, 1'ROP.OSED DRAIN HELD
-'9p � \\ F'. ' ' �t •,.: 'A1 (PRIMARV AND RESERVE)
\ el �P j. I i j r :'•,.,� 39 to
T.M. 18-63 .�n�
32,C�°• °(, tack:,71 sE° tcic' GRAVEL �`�1
a aa.n ? i-ROAD `2� IRON
15'PRESCRIPTIVE °fir► '" i° .,PROPOSED Q ,, "SET
EASEMENT: A:,1 ri C FlousE SITE • ; (2018)
25'DEDICATION -a. \ PIPE v °'b '\ c9 0 .° PERMANENT
(0:9 S25-:175 PLAT) P C!Po$Ep 4 T" ", , 2 .0000\ ,(0.B.
EASEMENT TO VIRGINIA ELECTRIC C1 •IRON ST\& POWER COMPANY:(D.6:537-35) N4106 660'°6d (2045)
` � POLE, `106.66' a
T.M. 18- 2 ` N25 '39`33'W' s.�
30'PRIVATE
DETAIL ABOVE ,'SEE:.ENTRANCE . \I, STREET EASEMENT 34 0.1.5.5059-464 ,- ..
A�- Scale 1 2 _._._....._.......... ._. ., .• ..... . .
ao� PLAT) PIPE
,� . L � .n � i t Ho OO -'Soil Profile Hole
S Z1,1G use, Well and Drain Field Sites
i0 \1 Parcel 02. T
' , , . of A;Division of T.M.:18-34F 1
,�� .N Albemarle.•County,'Virginia
;STEPHEN•;A;`WAGNER �. Steve Gooch Consulting
& NARY H:WAGNER. ' a D '703'Oliver'Creek'Itoad
D'D'3587-149: Troy;Virginia 229.74
D.8;:5767180 PLAT
Residue
A Division of l'ax Map 18-34F1
Marlcwood Road
Albemarle County
Proposed drain field site for Residue(Parcel G)approved in 2018 (S1113201800038)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND. PARCEL G2 THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT NOTES:
AND THE RESIDUE T.M. 18-34F1 (PARCEL G), IS WITH THE FREE CONSENT AND THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING
IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S) , HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT 1. OWNERS, ADDRESS & LEGAL REFERENCES:
PROPRIETORS. AND/OR TRUSTEES, IF ANY. THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE T.M. 18-34F1
COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE, LICK MOUNTAIN, LLC
NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE C/O MARK LYONS
LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED P.O.BOX 331
TO IMPOSE THEM AS SUCH. ANY, REFERENCE TO FUTURE FREE UNION. VIRGINIA 22940
DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL.
FOR: LICK MOUNTAIN, LLC A. T.M. 18-34F1 IS ZONED RA. D.B.5059-404 & 405 PLAT, D.B.5013-765, D.B.706-358 PLAT,
B. PARCEL G2 IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY D.B.648-212 PLAT & D.B.539-463 PLAT.
NOT BE FURTHER DIVIDED. 2. THE BOUNDARY DATA SHOWN HEREON FOR PARCEL G2 IS BASED
CITY/COUNTY OF C. THE RESIDUE OF T.M. 18-34F1 (PARCEL G) RETAINS THREE ON A CURRENT FIELD SURVEY. ALL OTHER BOUNDARY DATA
DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. SHOWN HEREON WAS TAKEN FROM A PLAT BY THIS FIRM. DATED
STATE OF WHEN USED THEY SHALL NOT TOTAL MORE THAN 6.51 ACRES. FEBRUARY 14, 2018. RECORDED IN D.B.5059-404 & 405, AND
D. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA, PARCEL G2 WAS NOT RESURVEYED THIS DATE.
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED AND THE RESIDUE OF T.M. 18-34F1 EACH CONTAIN. A BUILDING
BEFORE ME THIS DAY OF SITE THAT COMPLIES WITH SECTION 4.2. 1 OF THE ALBEMARLE FOUND) DENOTES YEAR MF WAS PREVIOUSLY
2019 BY COUNTY ZONING ORDINANCE. FOUND OR SET BY THIS FIRMENTATION RM.
E. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA THIS
FOR: LICK MOUNTAIN, LLC PROPERTY IS NOT LOCATED IN AN AGRICULTURAL-FORESTAL. 3. SHOULD AN TFAIDITL NALEPAICELION OF PARCELS OF RECORD
• DISTRICT. REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT
NOTARY PUBLIC # F. THIS PROPERTY IS LOCATED IN THE NORTH FORK RIVANNA RIGHTS EXIST. THE INTENT OF THIS PLAT IS NOT TO
INTAKE WATER SUPPLY WATERSHED. COMBINE THESE PARCELS OR EXTINGUISH.
MY COMMISSION EXPIRES NOTARY SEAL G. THE. APPROXIMATE LOCATIONS OF THE STREAM BUFFERS SHOWN
HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS 4. A. MAP 18 PARCEL 34I1 IS SUBJECT & THE FCOMPAIYG:
DATA AND SHALL BE MANAGED IN ACCORDANCE WITH. THE A. EASEMENTS 5TO. VIRGINIA ELECTRIC & POWER COMPANY
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. (A.E.ENTS3T ,& I D.B.5084-531) ,IE
H. SETBACK REQUIREMENTS: B. EASEMENTS TO VIRGINIA TELEPHONE & TELEGRAPH
FRONT= 75 UREG ST.RT.ROUTE 664) COMPANY (D.B.484-39 & D.B.353-268) .
C
FRONT= 25' (ALONG 30'PRIVATE STREET ESMT.) C. A PRIVATE STREET MAINTENANCE AGREEMENT
INDIAN SIDES= 25' (D.B.5059-400, 404 & 405 PLAT) .
RIDGE REAR = 35' 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME
DRIVE I. THE PRIVATE STREET EASEMENT SHOWN HEREON MAY ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT
NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE TO ANY ADDITIONAL EASEMENTS, UTILITIES. CONDITIONS, •
1573 = MAINTAINED SBYTTHEEM OVIRGINIAF STATE HDEPARTMENTIGHWAYS DOFITRANSPORTATION LL. NOT BE AND/OR COVENANTS THAT MAY EXIST.
WINDRIFT — _- OR THE COUNTY OF ALBEMARLE. 6. ACREAGE BEFORE THIS SUBDIVISION PLAT: 30.22 ACRES.
DRIVE 411=tak- J. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER
SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
K. THE PRIVATE STREET EASEMENT IS OF ADEQUATE WIDTH AND
1572 HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMMODATE A
1543 CLAYMONT TRAVELWAY PASSABLE BY ORDINARY PASSENGER VEHICLES IN
SPRING DRIVE ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS, TOGETHER
LAKE WITH AREA ADEQUATE FOR MAINTENANCE OF THE TRAVELWAY,
DRIVE 666 664 AS REQUIRED BY SECTION 14-412 OF THE ALBEMARLE COUNTY CODE.
ALLEN
ROAD MARKWOOD
ROAD
SUBDIVISION PLAT
VICINITY MAP - SCALE: 1" = 2000'+/- PARCEL G2. CONTAINING 2. 71 ACRES
A PORTION OF PARCEL G.
THE PROPERTY OF LICK MOUNTAIN. LLC.
LOCATED ON 30 'PRIVATE STREET EASEMENT
8�'THO APPROVED FOR RECORDATION AND STATE ROUTE 664 (MARKWOOD ROAD)
o 4`� WHITE HALL MAGISTERIAL DISTRICT
FOR
ALBEMARLE COUNTY. VIRGINIA
6 REV-IEW_ _ - - SCALE: 1 =-200 DATE: JUNE 26. 2019
BRIAN S.RAY AGENT FOR THE
Tic.No.002281 BOARD OF SUPERVISORS FOR
LICK MOUNTAIN, LLC
ROGER W.RAY & ASSOC., INC.
DATE 663 BERKMAR COURT
CHARLOTTESVILLE, VIRGINIA 22901
GL TELEPHONE: (434) 293-3195
RAYSURVEYING.COM SHEET 1 OF 2 14632C
\ IS.' ' ,, T.M. 18A-41 LINE DELTA RADIUS ARC TANGENT CHORD
PARCEL G2 CHORD BEARING
\ 2. 71 ACRES • ./,`�� y HEALTH DEPARTMENT COPY 9S. NOT FOR RECORDATION MYCHAEL M.DONOVALOT JENNIFER K.DONOVAN C1 7�03' 16" 1501.06 184.82 92.52 184.70 . N23°58 38'W
.,, /// •Pp c' C2 5 24'00 1325.31 124.91 62.50 124.86 N29 58 16 W
\ GRAVEL v/���,/ �s6'p 0.B.3166-165 - _
\ ROAD % ,ttQ 4P A o•• D.B.2449-694 THRU 7410 PLAT / LEGEND: LINE BEARING DISTANCE
\� el \ IS v/ .c.D '8` , /v THIS PLAT NOT FOR RECORDATION \` ,t • L1 S32°04'25"W 101.86
\ L2 � %/ �\�� COPY SHOWINGIS IRON SET L2 557'55'35"E 20.00
\ CONTROL POINTS North 3957733 IRON
\`cam \ L3 /' DRAINAGE T SUBMETERE® T ACCURACY
RICYN East 11479046 FOUND —x— FENCE L3 S32°04'25"W 69. 10
L4 549°47.39"W 41.96
\ID \ L4 ,, ,/ DATUM OF 1983 (NA083) /, —dam--- OVERHEAD UTILITY LINE L5 S69 '47'00"W 73.94
\�'A L5 1' •'` "'/ POLE VIRSINIA SOUTH $PC ,cog,,• `, L6 S32 '04'25"W 93.20
';, T M. 18-34F2 BOG• ,�
\CP Org.. Nab C, PARCEL G 1 5 . . s
PAVED % '0.5.::. rt-; ,. 30 'PRIVATE tieP�;2 �P�P OQ�P ,.\O�;r� - `'�. GRAPHIC SCALE 1"=ROO'
4TRANCE ; STREET EASEMENT ,t 2 'ag 6 93/ `: .. .. IIIIIIIIIIIIIIIIIIIIIIIIIII
04,
1 \ \ GRAVEL (D•B.5059 404 �Z+ ''I, Z@ �h
0 6 405 PLAT) Q�r�C'p boa :/ T. M. 18-34F1 �\� 0 200 400 600
�,5Q �a9 ,.� PARCEL G
•
DETAIL - SCALE: 1" = 100 ' �,o�•P o? • ,<.# RESIDUE= 27. 51 ACRES �.�
.' co ,'s.,0 LICK MOUNTIAN, LLC
T.M. 18A-53 r4,/ D.B.5059-404 6 405 PLAT \e
LOT 53 IRON FOUND: •2? ' D.B.5013-765 • ` T.M. 18-37
JANNY VAN BEEK AT.,.12.'CEDAR •a" D.B.706-358 PLAT js`
D.B.4852-459 PROPOSED1B) \,yam. STREAM D 8 539 463 PLATA ��0.•
D.B.2449-694 THRU 7410 PLAT
North 395687 DRAIN FIELDS BUFFER ` *co'
East 1147778� ��� e 1 ,
��° IRON / �
��� FO .' i - FLAG 3A �, ��, FRAPPROVOVELEEDDY \per. / ,
9V \T 25.0FLAG 3£` _ DRAT SEPTIC
SUB201800038 e� �o�, _
PROPOSED DRAIN FIELD
i-9 \\ . ••'.� s', , 1 (PRIMARY AND RESERVE) AREA • , S<' F-
FLA6 2D
O0Qj , \ �,! , ,1 ,, 38 ni.0ri _ FLAG 2C
0 V*AA‘ \ se' i;i i i- FLAG 2E -_ �e. North 3956793 o
T.M. 18-63 9 03. ' ! FLAG 38 7 n 0� a East 11479790
0 `� .,26 FLAG 1; F D 07� GRAVEL ,, `-:- `e MAG HUB SET o
Ise - LAG �a PAVEMENT 3C ItdFiELO rR0A0 `2 IRON FLAG \c.,....7 (2018) cc
H
15'PRESCRIPTIVE P ..t` AREA ,,,�'SET FLAG STREAMPROPOSED q� J'` t2018) BUFFERs�
EASEMENT �, \ PA C HOUSE SITE ,• ,� PIPE
„�2 \ 2. 7 RES �, ••� y' •�' FOUND
N27 16 16 W \ • " @. 4k �` 3 •
• IS , , 4 ' .�> EXISTING 20'WIDE 605� �� \2018)
98.38 \ DRAINAGE ., 4 Q° ge A cit94p a PERMANENT ACCESS ESMT. ,,.�'" •4a
�, ' \ PIPE IS v�, e) •
0 pet, S a.�y (D.B.3342-668), ® Scale 1"=200' •- Soil Profile Hole
(0 85 6 5-1 5DEDICATION
PLAT) (.a w S ��e o �r
PROPOSED Well and Drain Field Sites
/'� WELL SITE ' IS (2018) �` " 29
3 IRON SET 50� PIPE T.M. 18-38F House,
EASEMENT TO VIRGINIA ELECTRIC Ci 411p' N45°28'00"W (2018) — — ®"'1.9,96•°6 ; FOUND PARCEL 8i Parcel G2'
S POWER COMPANY (D.B.537-35) POLE 106.66' a • �';.� (2018) Pre-approved Drain Field Site
N25'39'33"W ��.r
pP
T.M. 18-62 ac5 30 'PRIVATE i 4 i.97' a g73 31 66 ; TPARCEL 8A 1 Residue
SEE ENTRANCE--1 STREET EASEMENT A Division of T.M. 18-34F1
DETAIL ABOVE- ``\ (0.B.5059-404 �_ PIPE I Albemarle County,Virginia
_.- e� 405 PLAT) J (--
/ FOUND North 3955456FOR _ Steve Gooch Consulting GeologistA/��v� ` `I -" (2018).East 11478642 703 Oliver Creek Road
•510 •1�P�E �AZ .�, ' �-- / T.M. 18-35A REVIEW Troy, Virginia 22974
S SP��NG � \� T.M. i8-34F2 PARCEL A T.M. 18-35
c)�, \1 PARCEL G1 SCALE: 1" = 200 i
p \ DERRICK SCOTT KNIGHTON & DATE: bJUNE 26, 2019
cri \ MILEIDY CENTENO KNIGHTON
T.M. 18-21E o0 D.B.5093-692.
STEPHEN A.WAGNER ® 0.6.5059-404 & 405 PLAT ROGER W.RAY 8 ASSOC., INC.
& MARY H.WAGNER 663 BERKMAR COURT
0.8.3587-149 CHARLOTTESVILLE, VIRGINIA 22901
D.B.576-180 PLAT TELEPHONE: (434) 293-3195'
RAYSURVEYING.COM SHEET 2 OF 2 14632C