HomeMy WebLinkAboutSUB201500001 Approval - Agencies ,,,4' 1 ✓J
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COMMONWEALTH of VI I''GINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
FLUVANNA COUNTY(PALMYRA)
State Department of Health 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
February 9,2015
Rachel Falkenstein
County of Albemarle
Department of Community 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 63 Parcel 45A located in Albemarle
County,Virginia.
Dear Ms. Falkenstein:
On January 22,2015,the County of Albemarle requested the Virginia Department of Health(via the Albemarle
',N.. 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,OSE#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.
jrely,
V
Travis T. Davis
Environmental Health Specialist, Sr.
fir.
'ou' .4 I-11 IIf� fIII �..✓
RECEIVED
8 �Q�t
EnvirOflm0 ► i Hea!.h ServtCes
:9f' EB032015
F a�1S
COUNTY OF ALBEMARLE 111 S
j`" Department of Community Development
401 McIntire Road,Room 227 l e 1 e
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
1/22/2015
Teresa Batten APPIDERT Virginia Department of Health
1138 Rose Hill Drive
Charlottesville,VA 22906
RE: SUB201500001 Brenda Morris—2 lot subdivision
Dear Ms. Batten:
The County of Albemarle has received an application to subdivide Tax Map 63,Parcel 45A. 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,
P/(//e )
Rachel Falkenstein
Planner/Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3272
Fax: (434)972-4035
Soils Study for Drain Field Sites
Lots 27A and 27B
A Division of Tax Map 63-45A
Albemarle County
Prepared for:
Brenda Morris
876 Wolf Trap Road
Charlottesville, VA 22911
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
January 16, 2015
Page 1 of 7
OSE/PE Report for:
Construction Permit Fl Certification Letter 1-1 Subdivision Approval I✓I
Property Location:
911 Address: 876 Wolf Trap Road City: Charlottesville
Lot 27A Section Subdivision
GPIN or Tax Map# 63-45A Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Brenda Morris
Street: 876 Wolf Trap Road
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 1/16/15 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.
INThe 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
be(select one)issued Q denied❑.
OSE/PE Signature 2`✓O Date /1/6//'(
Soil Profile
Lot 27A
A Division of TM 63-45A
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
Primary Drain Field
1 0-6 A Weak red(10R4/3) clay loam 3
6-40 Bt Red(10R 4/6) silty clay loam 3
40-96 Bt2 Red(2.5YR 5/8) clay loam 3
2 0-5 A Weak red(10R4/3) clay loam 3
5-42 Bt Red(10R 4/6) silty clay loam 3
42-72 Bt2 Red(2.5YR 5/8) clay loam 3
72-96 C Brownish yellow(10YR 6/8) silt loam 3
6 0-6 A Weak red(10R4/3) clay loam 3
6-34 Bt Red(10R 4/6) silty clay loam 3
34-78 Bt2 Red(2.5YR 5/8) clay loam 3
78-96 C Brownish yellow(10YR 6/8) clay loam 3
Reserve Drain Field
,,a,,,, 3 0-6 A Weak red(10R4/3) clay loam 3
6-120 Bt Red(10R 4/6) silty clay loam 3
4 0-4 A Weak red(10R4/3) clay loam 3
4-60 Bt Red(10R 4/6) silty clay loam 3
60-120 Bt2 Reddish brown(2.5YR 5/4) silty clay loam 3
5 0-5 A Weak red(10R4/3) clay loam 3
5-30 Bt Red(10R 4/6) silty clay loam 3
30-70 CB Olive (5Y 5/6) silt loam, red (10R 4/6) silty clay 3
70-97 C Olive (5Y 5/6) silt loam with weathered greenstone 3
fragments
97- Cr Greenstone
Page 3 of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 1/16/15 Submitted to Albemarle County Health Department
Applicant Brenda Morris Telephone Number (434) 974-7431
Address 876 Wolf Trap Road Charlottesville,VA 22911
Owner same Address same
Location 876 Wolf Trap Road
Tax Map 63-45A Subdivision
Block/Section Lot 27A
SOIL INFORMATION SUMMARY- Prwbo Y„1 O- v' Ft 4)
1. Position in landscape satisfactory? X Yes No
Describe side slope
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) X No Yes inches
5. Free water present X No Yes range in inches
`ew."6. Soil percolation rate estimated X Yes Texture group I II II IV
No Estimated rate 75 min/inch
7. Permeability test performed Yes
X No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 72" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
*.r
(attach additional pages if necessary)
'f °F-?
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, 'nly the primary area, ❑ only the reserve
area(check one)for Lot 27A —A Division of TM 63-45A(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 60'
Estimated Perc. Rate: 75 at 72" in. (depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : _Pump Distribution method (specify): Pump
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
r..
Area Calculations
Number of trenches 6 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 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.
`"' Page of
AOSE Form E Revised July 18,2007
Page of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 1/16/15 Submitted to Albemarle County Health Department
Applicant Brenda Morris Telephone Number (434) 974-7431
Address 876 Wolf Trap Road Charlottesville,VA 22911
Owner same Address same
Location 876 Wolf Trap Road
Tax Map 63-45A Subdivision
Block/Section Lot 27A
SOIL INFORMATION SUMMARY - )2j eSeeve. Pru■y\ tom)
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 11 %
3. Depth to rock or impervious strata: Max. 120" Min. 97" None
4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches
5. Free water present X No Yes range in inches
"r'6. Soil percolation rate estimated X Yes Texture group I II III IV
No Estimated rate 95 min/inch
7. Permeability test performed Yes
X No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 84" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
(attach additional pages if necessary)
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.
Nor �
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, lYonly the reserve
area(check one)for_Lot 27A—A Division of TM 63-45A(Property ID).
Design Basis
Total length of available area: 75' +38' Total width of available area: 55'
Estimated Perc. Rate: 95 at 84' in. (depth) Number of bedrooms(or GPD): 3
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: _ _ 319 Total trench bottom area required: 957
Area Calculations
Number of trenches 6 (4 75's+2 38's) Length of trenches: 75' +38'
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: 1125
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.
'y"' Page of
AOSE Form E Revised July 18,2007
/ d
1
i I9u4'-- 7 aC-7 I
/
/`
I
�- 1
IT.M.63-45A2 -''"
ROGER D.MORRIS `S -_ FOUND i
EL -
D.8. 1374-698 PED. S7g • L.
0.8. 1199-538 PLAT N11 '34'58"E 99.85'------ -- 2
-� ' -' S'25,�E 3p6 CON
EXISTING 30'R/W DRIVEWAY,.Y;'"�' —PD-E..D•8. 695_ISING 5 DON MOrs
IRON (D8.695-491, 495 PLAT) ;';IRON t , 91. 95 P� FENCE Fl
FOUND'..' N8• • 4'44"_ .86. 1' FOUND i AT) *WELL
GRAVEL r .. 9.5' Wahl FRAME ar i 1.4,:,-1,' / DRIVEWAY ,,,A_
4's,.
99 ''' ''' POOL• — BLDG_ — — ,�= — — — — — PAVED ✓\ I
T° 0O; 1 .; ..._.: 35.5' LOT 27B DRIVEWAY I
9 . �` I ISI
O .. METAL /lip,. , n.-•_.; RES s?AGEXISTING '' \\l'--\ m
IS .. :. CARPUORT , ,I brim �- ) , DWELLING ,1 I �' �IS
A , FLAG
N40 '36' 16"W ''',a, IS PROPOSED FLA ®, m 8
74.80' �'
SEPTIC !O FUG,
DOWN FENCE IS N66. AREA FLA rmAME'�.� �4
IRON ;" L11 g 4s. Bui'6 PPS') IS'
FOUND 'IS tepo 6'•W '� /P IS �► I
2gs cb OL IS if W
Lys.\ S� 34 �• IS 'O9 15"W ,.-,
'<j FE ' $ House �:. 5650•°0 ,-J FR I
9 O. � _ tl�1��'i� .� ~'•'=•' FLA W
T.M.63-45A 1 SQ co r' !7'. d Well • , o • .I AE�D � ~ Z
`w•0 RONNIE D.WELLS FLAG ---�t% to , �' J
D.B. 1113-454 IRON Ow 9 4. , , `, ,� g , 4 I
D.B.695-495 PLAT FOUND ' \cj9 , .s `AFL G 1
® 06
��, LOT 27A o `,, `\FL v U
2 4 0. f p 0 0.• 0 : r � \ \ `� ' OLE POL
s,■ nfie&d F1 G. IS
./ 9 03
P tc` •\ POLE 410717177-; •. i
.2 I+ • GOWN rl `�
.o •64, POLE X A.21 `�L�
T.M.62-89C �'� �F -----".....1 62. CONCRETE
PATRICIA B. 2 9 MONUMENT
JENSEN \ 60'135 15"W T.M.63-15A FOUND AT 9. 16'
W.B.65-251 \ 576 p9 DONALD C.ROSS
D.8.587-49 0.8. 1513-723 FOR
D.B.306-186A D.8.740-645 PLAT REVIEt
PLAT _ -
----PIPE GRAPHIC SCALE 1"=100 '
SCALE: 1 ""
FOUND
EMI MN DATE: DECEMBEF
0 100 200 300
LINE DELTA RADIUS ARC ' TANGENT CHORD CHORD BEARING ROGER W.RAY & AE
Cl 9.05' 19" 134.34 '' 74. IA CO 9A on c'aa .5 1717-18 ALLIEC
Scale 1" 100'= 100 - Soil Profile Hole ;05"W CHARLOTTESVILLE, VII
C2 13'07'49" 392.88 '2 15"E GL TELEPHONE: (434)
House, Well and Drain Field Sites
Lot 27A
`""'` A Division of Tax Map 63-45A
Albemarle Coun , Vir_'nia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy,Virginia 22974
Page 1 of 5
OSE/PE Report for:
'"o' Construction Permit I I Certification Letter n Subdivision Approval!• I
Property Location:
911 Address: 876 Wolf Trap Road City: Charlottesville
Lot 27B Section Subdivision
GP1N or Tax Map# 63-45A Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Brenda Morris
Street: 876 Wolf Trap Road
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#
Noisy Address
City State Zip Code
Date of Report 1/16/15 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 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.
7 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 0
fir be(select one)issued 0 denied❑.
OSE/PE Signature 17)—.2.60e-- A7074 Date I llaf5
auk Z t) C
Soil Profile
Reserve Drain Field
Lot 27B
A Division of TM 63-45A
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
7 0-6 A Weak red(10R4/3) clay loam 3
6-40 Bt Red(10R 4/6) silty clay loam 3
40-72 BC Red(10R 4/6) silty clay loam and dark yellowish brown 3
(10YR 4/6) clay loam
72-120 C Dark yellowish brown(10YR 4/6) silt loam 3
8 0-7 A Weak red(10R4/3) clay loam 3
7-30 Bt Red(10R 4/6) silty clay loam 3
30-60 BC Red(10R 4/6) silty clay loam and dark yellowish brown 3
(10YR 4/6) clay loam
60-120 C Yellowish red (5YR 5/8) clay loam 3
9 0-6 A Weak red (10R4/3) clay loam 3
6-26 Bt Red(10R 4/6) silty clay loam 3
26-54 Cl Strong brown(7.5YR 5/8)clay loam 3
54-120 C2 Brownish yellow(10YR 6/8) silt loam 3
New 10 0-4 A Weak red (10R4/3)clay loam 3
4-16 Bt Red(10R 4/6) silty clay loam 3
16-48 BC Reddish brown(5YR 5/4)clay loam 3
48-94 C Yellowish red(5YR 5/8) clay loam 3
94- Cr Greenstone
11 0-5 A Weak red(10R4/3) clay loam 3
5-40 Bt Red(10R 4/6) silty clay loam 3
40-58 Bt2 Red(2.5YR 5/8) clay loam 3
58-96 C Brownish yellow(10YR 6/8) clay loam 3
N..
Page 3 of C.
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Now
Date 1/16/15 Submitted to Albemarle County Health Department
Applicant Brenda Morris Telephone Number (434) 974-7431
Address 876 Wolf Trap Road Charlottesville,VA 22911
Owner same Address same
Location 876 Wolf Trap Road
Tax Map 63-45A Subdivision
Block/Section Lot 27B
SOIL INFORMATION SUMMARY - pie, ectuz, Oraivt 17.1efcY
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 10 %
3. Depth to rock or impervious strata: Max. 120" Min. 94" None
4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches
5. Free water present X No Yes range in inches
'00'6. Soil percolation rate estimated X Yes Texture group I I I II IV
No Estimated rate 75 min/inch
7. Permeability test performed Yes
X No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
w
(attach additional pages if necessary)
I7u (l �
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.
Now
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, nly the reserve
area(check one)for Lot 27B —A Division of TM 63-45A(Property ID).
Design Basis
Total length of available area: 35' Total width of available area: 66'
Estimated Perc. Rate: 75 at 60" in. (depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : Gravi Distribution method (specify): Gravity
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: _ _ 255 Total trench bottom area required: 765
Area Calculations
Number of trenches 8 Length of trenches: 35_
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 66' Total trench bottom area provided: 840
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
i
C1e2C. Or5� !
I�
/_
T.M.63-45A2 �'---._ IRON 1
ROGER D.MORRIS TEL:--'-- FOUND
D.B. 1374-698
D.B. 1199-538 PLAT —� �� -------___ S7Q '2
N11 '34'58"E 99.85' >S. ------ - 5 `5"E 3
EXISTING 30'R/W DRIVEWAY,A --- POLE(D•B 6ISTING 50 0 D�N MONUI
IRON (0.B.695-491, 495 PLAT) "';IRON '9549i, 495 p� FENCE FOL
FOUND'•.' N89'34'44" 386.31' •'',/ FOUND � ''- Art WELL
GRAVEL �' —
. 9.5' N FRAME ti1.4;',' I DRIVEWAY-f r+
+v. : ...... .POOL `• BLDG_ — — — — — j �`
y. ,...,,, —0
�- PAVED . .
'C3 (38) .... . T: 35.5' LOT 27B DRIVEWAY IS I ��
Tp S. .:.:.::.::::::::: METAL • RES FLAG .`.
•�.•.�....::: CARPORT , , P' R►r`."4•Fti OO EXISTING \��,, -`JIS
I DWELLING ti
IS �' O ratnfii
D ', FLAG / c)
N40 '36' 16"W ' IS aaoaDSED F10 �' 1; e ` ' Q•74.80' - ` FLAG , J
//' L10 ORAA IELD ff ,' 1, •
DOWN FENCE IRON "4'. IS H66.3oA A FLSA r6s RAME�,•_,\ ,40)0)) IS"
FOUND
• Is :'. J ,s,, coo? / IS
• '.' Qb, 295 ' POL IS J w
4 ,5,.\. S .34' n) IS . 15"W H i
S.\ . (�� 09 9
<9>C7' FEN `- 1 1 1 ' ' : House Sit s'65O IS w I
Well FLA
T.M.63-45A1 `S.'"•cl 1 • d Well • :.; ° 1•~INFIE A �3 N. w
'"` RONNIE D.WELLS FLAG AREA ', V IT �% ' U i 2I
D.B. 1113-454 IRON ��8� 4o ►` % 1 I %` > % , IS" 4 F-
D.B.695-495 PLAT FOUND \�cS')9■
�, 's `,FLhG `� i
'•''9 LOT 27A \‘6, 1 ` 0 6 \ �\FL G N \
Zo po •.. S , _ - % POLE POL �,- \
A., 6i> emfi&d e3�'. IS
.2p 9F ,\ POLE 101411,... ,k, -e • tj
o, 4. DOwN f81 �+.
^O BG,c�POLE X 524 21' - t \
T.M.62-89C F ,�/ CONCRETE
PATRICIA B. ? '9 MONUMENT
W.BE65-251 \`� 615 936.° i5 W DONALD C.ROSS
FOUND AT 9. 16'
D.B.587-49 0.8. 1513-723 FOR
D.B.306-186A 0.6.740-645 PLAT REVIEW
PLAN _ GRAPHIC SCALE 1 "=100 '
PIPE SCALE: I" =
FOUND
..MN MN DATE: DECEMBER
0 100 200 300
LINE DELTA RADIUS ARC A TANGENT I CHORD CHORD BEARING ROGER W.RAY & ASS
C1 9'05' 19" 134.34 - 05"W CHARLOTTESVILLE,LLE, V R(
C2 13 '07'49" 392.88 Scale 1"= 100' - Soil Profile Hole 15"E GL TELEPHONE: (434)
Reserve Drain Field Site
Lot 27B
```" A Division of Tax Map 63-45A
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED
LAND, LOT 27A & LOT 27B, A DIVISION OF T.M.63-45A, IS WITH LAND, PARCEL X, A PORTION OF T.M.63-45B, IS WITH THE FREE
THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNER (S) , PROPRIETORS, AND/OR TRUSTEES, IF ANY. UNDERSIGNED OWNER (S) , PROPRIETORS, AND/OR TRUSTEES, IF ANY.
BRENDA MORRIS MICHAEL L.RODEMEYER, JR. DORRIT C.GREEN
CITY/COUNTY OF CITY/COUNTY OF
STATE OF STATE OF
THE FOREGOING INSTRUMENT WAS THE FOREGOING INSTRUMENT WAS
ACKNOWLEDGED ACKNOWLEDGED
BEFORE ME THIS DAY OF BEFORE ME THIS DAY OF
2015. BY BRENDA MORRIS 2015. BY MICHAEL L.RODEMEYER, JR.
NOTARY PUBLIC NOTARY PUBLIC
MY COMMISSION EXPIRES : MY COMMISSION EXPIRES :
NOTARY SEAL NOTARY SEAL
CITY/COUNTY OF
APPROVED FOR RECORDATION STATE OF
THE FOREGOING INSTRUMENT WAS
ACKNOWLEDGED
BEFORE ME THIS DAY OF
2015. BY DORRIT C.GREEN
AGENT FOR THE BOARD OF SUPERVISORS DATE NOTARY PUBLIC
MY COMMISSION EXPIRES 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 ONLY.
A. T.M.63-45A IS ZONED RA (FLOOD HAZARD OVERLAY) .
B. LOT 27A & LOT 27B ARE ASSIGNED ONE DEVELOPMENT RIGHT EACH AND MAY NOT BE FURTHER DIVIDED.
C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, LOT 27A & LOT 27B, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
SECTION 4.2. 1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
D. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED.
E. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL-FORESTAL
DISTRICT.
F. SETBACK REQUIREMENTS:
FRONT= 25' (AL0NG STATE ROUTE 621-DEAD END ROAD) & 25' (AL0NG EXISTING INTERNAL R/W'S)
SIDES= 25'
REAR= 35'
G. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
H. THE STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
NOTES:
1. OWNERS, ADDRESS & LEGAL REFERENCES:
T.M.63-45A (RESIDUE OF LOT 27, RIDGEMONT SUBDIVISION)
BRENDA MORRIS
876 WOLF TRAP ROAD, CHARLOTTESVILLE, VIRGINIA 22911
W.B. 125-571, D.B.3593-731, D.B. 1199-538 PLAT, D.B. 1139-700 PLAT, D.B.695-495 PLAT & D.B.306-186A & 1866 PLAT.
T.M.63-45B
MICHAEL L.RODEMEYER, JR. & DORRIT C.GREEN
888 WOLF TRAP ROAD, CHARLOTTESVILLE, VIRGINIA 22911
D.B.3120-461 & D.B. 1007-469 PLAT
2. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
3. ACREAGE OF TAX MAP 63-45A BEFORE THIS SUBDIVSION PLAT= 5.94 ACRES
ACREAGE OF TAX MAP 63-45B BEFORE THIS BOUNDARY LINE ADJUSTMENT PLAT= 8.801+/-ACRES (D.B. 1007-469 PLAT) .
4. TAX MAP 63-45A IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH C0MPANY (D.B.454-442) .
B. AN EASEMENT TO VIRGINIA ELECTRIC & POWER C0MPANY (D.B.699-487) .
5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.
THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS AND/OR COVENANTS THAT MAY EXIST.
VICINITY MAP
SCALE: 1" = 2000 '+/-
MINOR
MILL EASTHAM
ROAD ROAD
SUBDIVISION PLAT
SERPENTINE LOT 27A & LOT 27B
LANE A DIVISION OF TAX MAP 63 PARCEL 45A
ALSO
20 BOUNDARY LINE ADJUSTMENT PLAT
STONY PARCEL X. CONTAINING 0 . 003 ACRE (142 S. F. )
POINT SITE A PORTION OF TAX MAP 63 PARCEL 45B
ROAD _ 621
WOLF BEING ADDED TO AND COMBINED WITH LOT 27B
TRAP LOCATED ON STATE ROUTE 621 (WOLF TRAP ROAD)
ROAD ABOUT 0. 6 MILE SOUTHEAST OF STATE ROUTE 20 (STONY POINT ROAD)
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
THO�` SCALE: 1 " = 100 ' DATE: DECEMBER 31, 2014
47o
FOR
0 REVIEW FOR
BRIAN S.RAY BRENDA MORRIS
Lic.No.002281
ROGER W.RAY & ASSOC., INC.
1717-1B ALLIED STREET
�gV CHARLOTTESVILLE, VIRGINIA 22903 SHEET 1 OF 2
GL TELEPHONE: (434) 293-3195 14308A
LINE BEARING DISTANCE T. M. 63-45B .'�
L1 S01 °18'29"W 108.75
L2 S52 °12' 16"E 14.01 �./ 2N ' .,:
L3 SO1 °18'29"W 26.39 IS / to ���
L4 S11 °44' 12"W 58.27 . Q` PQ 4'Q'
L5 S02 °24'42"W 66.25 ,FAG ' �. • �Q' C��
L6 S00 °48'21"E 4.27 F Op m IS ��,
L7 S00 °48'21"E 59.97 ,,`'pvMT - '
L8 N48 °31 ' 18"W 63.61 %,, /
L9 S46 °37'39"W 26.56 2l0 - --- PARCEL X .7
L10 S43 °42'33"W 35. 14 \Pc W'' 0 . 003 ACRE /'
L11 S38 °59'22"W 35.71 2. O'(P - PK 142 S. F .
NAIL
_ -/PAVED
7
FOUND
- _ _ r-DRIVEWAY J DETAIL
I - , - SCALE: 1 " = 20 '
HEALTH DEPARTMENT COPY
_---in __--- _ NOT FOR RECORDATION
t ■ � I IS DENOTES IRON SET
i
o I I J` DENOTES
Z OVERHEAD UTILITY LINES
o 1
H , 1 -
cc
Lo
' I
I DENOTES APPROXIMATE
: LOCATION OF AREA WITHIN
I ZE ORYR O D
E
T. M. 63-45B i FEMA FLOOD INSURANCE
•
i MICHAEL L.RODEMEYER, JR. & DORRIT C.GREEN I RATE MAP, EFFECTIVE DATE
/ D.B.3120-461 FEBRUARY4, 2005
D.B. 1007-469 PLAT I (COMMUNITY PANEL 510006•RESIDUE=8.798+/- ACRES I ":•. 0295D) .
(BY DEDUCTION FROM ACREAGE SHOWN
I ON PLAT RECORDED IN D.B. 1007-469) I
i
I
1 1
I
--__- 1
T. IRON 1
ROGER D.MORRIS TEL' -- FOUND
D.B. 1374-698 PED.� - _ S7 • `--
D
D.B. 1199-538 PLAT N 11 °34'58"E 99.85' - >� --- - --- 8 �5 25"E 3O6 g6 \-- -
GRAVEL�� POLE EXIS CONCRETE -�_
EXISTING 30'R/W DRIVEWAY X/ _ _D•B.69 TING 50 DOWN FENCE , MONUMENT -�_-
IRON (D.B.695-491, 495 PLAT) i,-IRON I _ 649g.495 PLAT) EL FOUND ,
FOUND'•.• N89 °34'44"E 386.31 ' ‘ /' FOUND I GRAVEL „/
. 9.5' \ FRAME 11.4"," 1 DRIVEWAY ,.�\_ 8q.,-OF - ING
'Lys°.-•s_ ..:POOL_ BLDG_ - - �=,�- - - - - PAVED I 264 REMAIN
C3,7°.6),_`,'::::: 35.5' - DRIVEWAY- \ /FFb14 TO
....... ........... LOT 27B �` I IS 0.6+.- MI2o1
•-70`, CRES FLAG ` .\I- f� P / jT •aT .
., k METAL 'P - R�r�,�� �.t'�1 a , EXISTING �. ,, � . � i
::: CARPORT , �)�� DWELLING " � ' /' IS
IS bo I D�2ttlfie tt ^FLAG I c ,/ PARCEL X
0. 003 ACRE
N40 °36' 16"W e'P 'IS L9 PROPOSED Fl 10 Q FLAGS /` �i- /SEPTIC
74.80' �_:' '' L 10 N DRAIREIELD FLA `° 11 ,� i 1 . t i -_/ J 142 S. F.IS
DOWN FENCE IRON / �•• L11 66°20 a 44 11
BLU 'G��r�S IS 1 (SEE DETAIL)
FOUND 'IS 1q9.\ 26.,ti' 2 POL IS J w I
• \ 9
Lys° ST9 s'34, IS .09. 15"* to z
DOV . - 516 0 00 .Ara ' STATE ROUTE 621•T9�O FENCE :. House de 15 IS w
•14 .DTi FLAG I I WOLF TRAP ROAD
.6\v" el Z +pd Well r 0 D• INFIE D J w 40'R/W (D.B.526-523)
T.M.63-45A 1 � � �` � �j �s AREA . \ �' , � `‘‘s c, I Pn
RONNIE D.WELLS 9
D.B. 1113-454 IRON OW FLAG 4° % ; % ', ,∎� ' '\` IS Scale 1"--- 100' - Soil Profile Hole
D.8.695-495 PLAT FOUND 5j, `` F 'G `FLAG `� Houses, Well and Drain Field Sites
c` `
•'13 LOT 27A , ,1 °0 ` ° 6 \\ `AFL G cv Lot 27A and 27B
�� ` o �, �, `�'�° `� A Division of Tax Map 63-45A
Ito• app '' : ,� '1 `` POD LE POL Albemarle County,Virginia
2 c5":\ iketinfield F 03 G. '' Steve Gooch Consulting Geologist
2 9<9 \ POLE WN Mal..4 ;�; s • 703 Oliver Creek Road
o°' 00 i c,3I . .. Troy, Virginia 22974
T.M.62-89C '� �(i��POLE i X 624'21 CONCRETE
PATRICIA B. \ �2 �'9 MONUMENT
JENSEN \ 615'G 6°0g' 15�W DONALD C ROSS FOUND AT 9. 16'
W.B.65-251 1 5� D.B. 1513-723 FOR
D.8.587-49
D.B.306-186A D.B.740-645 PLAT REVIEW
PLAT _ GRAPHIC SCALE 1 "=100 '
PIPE SCALE: 1 " = 100 '
FOUND NE_=_NIN DATE: DECEMBER 31, 2014
0 100 200 300
LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING ROGER W.RAY & ASSOC., INC.
1717-18 ALLIED STREET
C1 9 °05' 19" 134.34 21.31 10.68 21.29 S33 °15'05"W CHARLOTTESVILLE, VIRGINIA 22903 SHEET 2 OF 2
C2 13 '07'49" 392.88 90.03 45.21 89.84 S07 °22' 15"E GL TELEPHONE: (434) 293-3195 14308A