HomeMy WebLinkAboutSUB201900186 Study 2019-11-21gn
Soils Study for Drain Field Sites
Lots B 1 & B2
A Division of Parcel B (Tax Map 41-47B)
Albemarle County
cm
Prepared for:
Van Der Linde Housing, Inc.
2820 Hydraulic Road
Charlottesville, VA 22901
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
November 20, 2019
on
Page 1 of 5
M
M
cm
OSE/PE Report for:
Construction Permit r! Certification Letter LJ Subdivision Approval Z
Property Location:
911 Address: 3864 Garth Road City:
Lot B1 Section Subdivision
GPIN or Tax Map # 41-47B Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Van Der Linde Housing, Inc.
Street: 2820 Hydraulic Road
City: Charlottesville
State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
License # 1940001284
City Troy
PE Name:
Address
State VA Zip Code 22974
License #
City
State Zip Code
Date of Report 11 /20119 Date of Revision # 1
OSE/PE Job # Date of Revision #2
Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.)
OSE Cover Page
Soil Profile Sheet
Soil Information Summary Sheet
Abbreviated Design Form
Plat
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
The work attached to this cover page has been conducted under an exemption to the practice of enaineering, specifically the
exemption in Code of Virqinia Section 54.1-402.11
I recommend that a (select one): nstruction permit certification letter subdivision approval P
be (select one) issued denied L] .
OSE/PE Signature _ ✓ t �P.�12 7r� Date
Soil Profile
Reserve Drain Field
Lot B 1
A Division of Tax Map 41-47B
Albemarle County
Hole
Depth
Horizon
Material Description Soil Texture
(in.)
Group
A
0-9
A
Light gray (IOYR 6/1) loam, friable
2
9-16
E
Yellowish brown (IOYR 5/8) sandy loam, friable
2
16-39
Bt
Red (I OR 5/8) silty clay loam, firm
3
39-84
C
Yellowish brown (10YR 5/8) sandy loam, friable
2
B
0-6
A
Light gray (IOYR 6/1) loam, friable
2
6-12
E
Yellowish brown (1 OYR 5/8) sandy loam, friable
2
12-31
Bt
Brownish yellow (IOYR 6/8) sandy clay, firm
4
31-60
BC
Red (2.5YR 5/8), yellow (IOYR 7/8) silty clay loam, firm
3
60-84
C
Yellowish brown (1 OYR 5/8) sandy clay loam, friable
2
C
0-4
A
Light gray (IOYR 6/1) loam, friable
2
4-12
E
Light yellowish brown (IOYR 6/4) loam, friable
2
12-25
Bt
Red (2.5YR 5/8) silty clay, firm
4
25-60
BC
Red (2.5YR 5/8) silty clay loam, yellow (IOYR 5/8) clay
3
loam, firm
60-84
C
Brownish yellow (1 OYR 6/8) sandy loam, friable
2
D
0-4
A
Light gray (IOYR 6/1) loam, friable
2
4-9
E
Light yellowish brown (I OYR 6/4) loam, friable
2
9-44
Bt
Red (I OR 5/8) silty clay loam, firm
3
44-84
C
Light yellowish brown (2.5Y 6/4) sandy loam, friable
2
E
04
A
Light gray (IOYR 6/1) loam, friable
2
4-13
E
Light yellowish brown (IOYR 6/4) loam, friable
2
13-40
Bt
Red (I OR 5/8) silty clay loam, firm
3
40-54
BC
Red (2.5YR 5/8) silty clay loam, yellow (IOYR 5/8) clay
3
loam, firm
54-84
C
Yellowish brown (1 OYR 5/8) sandy loam, friable
2
OR
Page 3 of 5
Appendix 2
Soil Summary Report
UENERAL ION
ate 10/9/19 Submitted to Albemarle County Health Department
Applicant Peter van der Linde Telephone Number (434) 981-0889
Address 2820 Hydraulic Road Ste 1 Charlottesville, VA 22901
Owner same Address same
Location 3864 Garth Road
Tax Map 41-47B Subdivision
Block/Section Lot B1
SOIL INFORMATION SUMMARY - (�
1. Position in landscape satisfactory? 5Z Yes (" No
Describe shoulder
2. Slope 9 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Isc No I Yes inches
5. Free water present (X No r— Yes range in inches
Soil percolation rate estimated R Yes Texture group 1 II 1101 IV
I` No Estimated rate 65 min/inch
7. Permeability test performed I— Yes
5Z No
If yes, note type of test performed and attach
Site Approved: Drainfield to be placed at 66" depth at site designated on permit.
f Site Disapproved:
Reasons for rejection:
1 - f Position in landscape subject to flooding or periodic saturation.
2• I— Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. Rates of absorption too slow.
5. I` Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
7. r Other Specify
(attach additinnal nanac if nano..--.\
in
cm
P4� 4 v�r
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 O primary and reserve area, ❑ only the primary area, [only the reserve
area (check one) for Lot B 1— A Division of Tax Map A1-47B
Design Basis
Total length of available area: 100, Total width of available area: 85,
Estimated Perc. Rate: 65 at 66^ " in. (depth) Number of bedrooms (or GPD): �h
Conveyance Method I : Pump► Distribution method 2(specify): ___Pump
Dispersal system basis3cTable 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 496
Area Calculations
Number of trenches 7
Width of trenches: 3'_.___
Reserve required? this is reserve
Total width of absorption area required 57'
Total trench bottom area required: 1984
Length of trenches: 100'
Center to center spacing: 99
�`
Percent reserve area required: 100
Total trench bottom area provided: 2100
The required width is calculated by multiplying the center -to -center spacing by one less than the number
of trenches and adding I trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
Page of
AOSE Form E Revised July 18, 2007
MAMUUQ rWv
0.8.4128-718
0.8,3747-130 & 131 PLAT
Lnu"q %Jvl*�
N'70*10*37 "W 9.02'
FROM CORNER
PROPOSED
iioun srrF
PROPOSED DRAIN FIELD SITE
(PRIMARY AND RESERVE) FL
F 20
�i
IWIL wL
North 3930051 IRON #MA
East 11445703 SET
AG
2A
AG
573*52'28"E
139. 14'--N
B RN 1�:�
'APPROX.
LOCATION FXISTING
�u POND DRAIN FIELI
Z
P R4 CS
I
CULVERT
N48 *04'16"W--'
52.29'
STATE ROUTE 614
GARTH ROAD
(30'PRESCRIPTIVE EASEMENT)
Ci
A - 13'20'00'
R -1099.47'
L -255-86'
T -128.51:
C -255.28
CB-N54*44'16"W
C2
A :7 22
A 38.
L .291.
T -147,
C -289,
CB-N59'
GL
56
/1--IRON FOUND
S28"34'27OW
186.31
IRON FOUND
PROPOSrn � � �5
WELL SITE
JR
IRON FOUND
rz—IRON FOUND
& I Iff
fl IRON North 3929673
4101 SET East IIA46291
EXISTING '
1 1 114
EXISTING
HOUSE
702. �5' 1 q IPOLE
f
LAO _J1
I&--_PROPO$ED REsERvE STING
DRAIN FIELD WED
IE ka 1w DRIVEWAY
-/I
POLE
04,
*'0
N61*24'WOW
131.40'
T. M. 41-49
RAMLAND CORP.
0.8.1427-697
D.8.326-319 PLAT
D.B.300-223 PLAT
IRON N
SE
I I Za
cut
T. M.
HEINZ J
& HANNEM
0.8.483-3
COURSE!
NEW 30'P
LINE
L I
L2
L3
L4
L5
L6
-NEW 30-PRIVATE
STREET EASEMENT
IRON FOUND
AT 25.62'
North 3928976
East 11446192
FOR
REVIEW
Scale P'= 200' - - Soil Profile HoleAt C- 4 " = :)AA '
House, Well and Drain Field Sites
Lot BI
A Division of Tax Map 41-47B
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
'Troy, Virginia 22974
DATE: NOVEMBER 14.2019
FOR
VAN DER LINDE HOUSING.INC.
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
I`
22901
TELEPHONE: (434) 293-3195
RAYSURVEYING-COM
T.M. 41-47(
ROBERT J.HASCH
STEPHANIE A.E.Gt
D.B.2207-3d
0.8.423-273 F
Page 1
of 5
M
0013
OSE/PE Report for:
Construction Permit D Certification Letter F] Subdivision Approval
Property Location:
911 Address: 3864 Garth Road
Lot B2 Section
GPIN or Tax Map # 41-47B
Latitude
Applicant or Client Mailing Address:
Name: Van Der Linde Housing, Inc.
Street: 2820 Hydraulic Road -
City: Charlottesville
City:
Subdivision
Health Dept ID #
Longitude
State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch License # 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License #
Address
City State Zip Code
Date of Report 11/20/19 Date of Revision #1
OSE/PE Job # Date of Revision #2
Contents/index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.)
OSE Cover Page
Soil Profile Sheet
Soil Information Summary Sheet
Abbreviated Design Form
Plat
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by die 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 pane has been conducted under an exemption to the practice of emuneerintt, specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a (select one): nstruction permit❑ certification letter subdivision approval Z
be (select one) issuedQ denied U .
OSE/PE Signature g I:�e jlp"Date /11 zo l f 9
�Ctti q- z -U�
cm
Soil Profile
Lot B2
A Division of Tax Map 41-47B
Albemarle County
Hole
Depth
Horizon
Material Description Soil Texture
(m•)
Group
A
0-4
A
Brown (7.5YR 4/1) clay loam, friable
3
4-23
Bt
Red (2.5YR 5/8) clay loam, friable
3
23-84
C
Strong brown (7.5YR 5/8) loam, friable
2
B
0-3
A
Gray (1OYR 5/1) sandy loam, friable
2
3-20
E
Reddish brown (2.5YR 5/4) sandy loam, friable
2
2046
Bt
Red (2.5YR 5/8) sandy clay loam, friable
3
46-55
2Bt
Red (2.5YR 5/8) clay loam, friable
3
55-84
C
Yellowish brown (10YR 5/8) sandy loam, friable
2
C
0-4
A
Brown (7.5YR 4/1) clay loam, friable
3
4-18
Bt
Red (2.5YR 5/8) clay loam, friable
3
18-37
CB
Yellow (IOYR 7/8) silt loam, red (2.5YR 5/8) clay loam,
3
friable
37-62
Cl
Olive yellow (2.5Y 6/8) sandy loam, friable
2
62-84
C2
Light yellowish brown (2.5Y 6/4) sandy loam, friable
2
D
0-5
A
Brown (7.5YR 4/1) clay loam, friable
3
5-22
Bt
Red (2.5YR 5/8) clay loam, friable
3
22-84
C
Light yellowish brown (2.5Y 6/4) loam, friable
2
E
0-4
A
Brown (7.5YR 4/1) clay loam, friable
3
4-25
Bt
Red (2.5YR 5/8) clay loam, friable
3
25-40
BC
Red (2.5YR 5/8) clay loam, yellowish brown (IOYR 5/8)
3
sandy loam, friable
40-84
C
Olive yellow (2.5Y 6/8) sandy loam, friable
2
F
0-3
A
Brown (7.5YR 4/1) clay loam, friable
3
3-32
Bt
Red (2.5YR 5/8) clay loam, friable
3
32-48
BC
Red (2.5YR 5/8) clay loam, yellowish brown (10YR 5/8)
3
sandy loam, friable
48-84
C
Olive yellow (2.5Y 6/8) sandy loam, friable
2
G
0-5
A
Brown (7.5YR 4/1) clay loam, friable
3
5-26
Bt
Red (2.5YR 5/8) clay loam, friable
3
26-84
C
Strong brown (7.5YR 5/8) loam, friable
2
Appendix 2
Soil Summary Report
Page 3 of '
GENERAL INFORMATION
Date 10/9/19 Submitted to Albemarle County
Health Department
Applicant Peter van der Linde Telephone Number (434) 981-0889
Address 2820 Hydraulic Road Ste 1 Charlottesville, VA 22901
Owner same Address same
Location 3864 Garth Road
Tax Map 41-47B Subdivision
Block/Section Lot B2
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? R Yes r' No
Describe shoulder
2. Slope 13 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Inc No Fi Yes inches
5. Free water present DC No f Yes range in inches
Soil percolation rate estimated FX Yes Texture group 1 it I11 IV
F` No Estimated rate 50 min/inch
7. Permeability test performed F— Yes
Fx No
If yes, note type of test performed and attach
Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
l— Site Disapproved:
Reasons for rejection:
1 • FV 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. i— Rates of absorption too slow.
5. F Insufficient area of acceptable soil for required drainfieid, and/or Reverse Area.
6. f Proposed system too close to well.
i` Other Specify
(attach additional pages if necessary)
oll
4�r-N.1f-Is
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 2/primary and reserve area, ❑ only the primary area, ❑ only the reserve
area (check one) for Lot B2 — A Division of Tau Map 4147B
Design Basis
Total length of available area: 90, Total width of available area: 120'
Estimated Perc. Rate: JQ at 60_. — in. (depth) Number of bedrooms (or GPD): 4
l 2
Conveyance Method : GravityDistribution method (specify): Gravity
Dispersal system basis"! le 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 376
Area Calculations
Number of trenches 12
Width of trenches: 3'
Total trench bottom area required: 3008
Length of trenches: 90�-01
Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 1_ 00
Total width of absorption area required 102' Total trench bottom area provided: 3240
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
THIS PLAT NOT FOR RECORDATION
Copy O SHOWINGTER ACCURACY CONTROL POINTS
TSUISME
TIED TO NORTH AM ERICAN
DATUM OF 1983 (NAD83)
VIRGINIA SOUTH SPC
North 3931126 IRON
East 11445897 FOUND
IRON
FOUND
BOUNDARY LINES
ACCORDING TO
PLAT RECORDED IN
D.B,2879-720 a
CE I
,RHEAD UTILITY LINE DOWN
FFNCf
rV
PARCEL 02 TRAIL-
.
A
. M. 41-44 3A ACREACREa ON
'ABETH ROSE FOUND
IEVOCABLE TRUST IRON FOUND
3.4i28-7W k N70*10'37"W 9.02"
t30 & 131 PLAT 41 FROM CORNER
PROPOSED
HOUSE Si I F.
PROPOSED DRAIN FIELD SI'I-E
(PRINI,ARYAND RESERVE) FLAG FLAG, WFIA_ S1
2E
P"'Po"
-th 3930051 IRON AG
3t 11445703 SET FLA
FL jA
(AA1
A
FLAG
FLAG
2 2 %
A ,
Uj A 2C (Z
0
FtAS m a
S73*52'28"E
139. 14'-,
DOWN.
FENCE
GRAY
IRON
FOUND
GRAPHIC SCALE I"-20C
0 200 400 E
HEALTH DEPARTMENT COPY
NOT FOR RECORDATION
T. M. 41-45
PARCEL A
HCV HILLTOP LLC
0,6,5182-446
0.8.2879-720 PLAT
0.8.435-523 PLAT
0.B.172-559 PLAT
IRON
-FOUND
S38*21'58"E
93. 36'
S54'44'39"E
IRON
S52*35'36"E T.M,42-1,
.,ISET
10,00, PARCEL A
RO
+
IRON FOUND CLEARVIEW VIRG]
0,B.4993-7
IRON FOUNO D.B.4927-538 &
0.8.2825-507
S 28
28*34'27"W
186.31
MnA� I t-ni IkIrN 1 11
Scale I"= 200' -- Soil Profile Hole
TE
House, Well and Drain Field Sites
Lot B2
1-k
A Division of "Fax Map 41-47B
Albemarle County, Virginia
Ica
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy,
Virginia 22974
R(
(D B
IRON FOUND
ARN Ir
IRON CU ,
CIV
PPROX, SET
ru
(JAOCATIO�,, EXISCING
.5'
ry POND DRAIN FIELD I (0 IRON North 3929673
ex ,9
I 1239' '_j SET East 11446291
ISTIN'C
C
'LL
P RC!k&-
M� 48
HOUSE
_k I I M
-0 FLAG 702.15� —POLE
F1 AA
COURSES ALONG CENTERLI
NEW 30'PRIVATE STREET E)
LINE BEARING DISI
Ll N13"59'35"E
L2 N08*06'41"E 1:
L31 NOO*45'55"E I
L41 Nq7 '02'33 " E I I
F91 N1505'29"ET_'_'1
}
THIS PLAT NOT FOR FFECORDATION
COPY SHOWINGS CONTROL POINTS
TO SL04ETER ACCURACY
TIED TO NORTH AMERICAN
DATUM V�
IRGINIA SOUTH SPC
North 3931126 IRON
East 11445897 FOUND
LEGEND:
—x-- FENCE
—,1A--- OVERHEAD UTILITY LINE
cu
N
tU
CD w
a
T.M.41-44
ELIZABETH ROSE
MARCUS REVOCABLE TRUST
D.B.4128-715
k
D.B.3747-130 & 131 PLAT
v
w
4
ss
9�
IRON
FOUND
,
r
GRAVEL
BOUNDARY LINES VIRON
ACCORDING TOFOUND
PLAT RECORDED IN N
D.a,2679-720
DOWN
' FNCE FENCE A
PARCEL B2 TRAIL
15.34 ACRES I
FOUND
IRON FOUND
N70`i0'37"W 9.02 "
FROM CORNER
PROPOSED
HOUSE SITFE
GRAPHIC SCALE
0 200 400
SNOT FOR PRECORRDATiON
T.M.A1-45
PARCEL A
HCV HILLTOP LLC
D . B . 5182-446
D.B.2679-720 PLAT
0.8.435-523 PLAT
D.B.172-559 PLAT
I"-200'
-Fat D
S38 "21' 58"E
--93.36 '
S54 '44 ' 39' E
182.70'
IRON S52.35'36"E T,M.42-1A
�•; ;SET , i0.00 ` P�IRCEL A
IRON FOUND CLEARVIEW VIRGINIA LLC
D.B.4993-751
TON
RON FOUNDD.B.4927-538 & 539 PLAT
D.B.2825-507 PLAT
8'34'27"W
186.31UND �\
PROPOSED
PROPOSED DRAIN FIELD SITE PROPOSED
(PRINIARV AND RESERVE) FLAG FLAG IC WELL SITE .
North 3930051 IRON AFEA
East 11445703 SET
S
r
Uj 'tJ •�2A �, co O G7
�-_ `°
. ��. S73.52' 28"E IRON FOUND
-
_ rn IRON FOUND
'U to BARN IRON ' APPROX. 1 SET
LOCATION;/ EX LS rIlYG 5 ,
IU to POND . DRAIN FIELD w IRON North 3929673
123.99' SET East 11446291
O Q EXISTING
j •SWELL f
2 _ j e RES HOUSENG
CO 4C
702.--POLE
„ N Q : f0 f A PROPOSED RESERVE STING
CULVERT `
N48 *04' 16"W-
52.29'
STATE RATE 614
GARTH ROAD
(30'PRESCRIPTIVE EASEMENT)
Ci
A - 13'20' 00"
R-1099.47'
L-255.86:
T-128.51
C-255.28:
CB-N54'4416"W
A-
22'37' 52"
R
-738.51'
L
-291.70:
T
-147.78
C
-289.81'
CB-N59'23' 12"W
+L" DRAIN FIELD 4VED
IE II DRIVEWAY
NEW 30'PRIYATE
STREET EASEMENT
N61'24' 16"W
131.40'
T.M.41-49
RAMLAND CORP.
D.B.1427-697
D.B.326-319 PLAT
D.B.300-223 PLAT
T.M.41-47E
HEINZ J.STRASSER
& HANNEMI STRASSER
D.B.483-366.368 PLAT
COURSES ALONG CENTERLINE OF
NEW 30'PRIVATE STREET EASEMENT
Gerd
!" v
CD
i r {JJ
{'l
0
&�
AFCA
J
ab, POLE
0 ,
\� 4
fok
IRON FOUND
AT 25.62 '
North 3928978
East 11446192
FOR
REVIEW
SCALE: i" - 200'
DATE: NOVEMBER 14. 20 i9
FOR
VAN DER LINDE HOUSING,INC.
paGER W . RAY & ASSOC.. INC .
663 BERKMAR COURT
CHARLOTTESVILLE. VIRGINIA 22901
TEL£ R VEYING COM 3195
LINE
BEARING
DISTANCE
Li
N13'59'35"E
91.65
L2
N08"06'41"E
133.04
L3
N00'45'55"E
142.80
L4
N07'02'33"E
145.72
L5
N15405'29"E
172.63
L6
NOB'06'41"E
37.89
T.M.41-47C
ROBERT J.HASCHART &
STEPHANIE A.E.GUERLAIN
D.B.2207-345
0.8.423-273 PLAT
Scale I "= 200' _- Soil Profile Hole
House, Well and Drain Field Sites
Lot B I and 132
A Division of Tax Map 4I-47B
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
GL
i
SHEET 2 OF 2 14765
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
PARCEL B1 AND PARCEL B2.A DIVISION OF PARCEL B(T.M.41-47B),IS
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF CBRMN
THE UNDERSIGNED OWNER(S), PROPRIETORS, AND/OR TRUSTEES,IF ANY.
FOR ir
REVIEW FOR: VAN DER LINDE HOUSING,INC.
STATE OF VIRGINIA
CITY/COUNTY OF
THE FOREGOING INSTRUMENT WAS
ACKNOWLEDGED BEFORE ME THIS
DAY OF 2019
BY: FOR VICINITY MAP
FOR: VAN DER LINDE HOUSING, INC. REVIEW SCALE: 1" = 2000'+/-
NOTARY PUBLIC:
ID #
JONES
MY COMMISSION EXPIRES: MOUNTAIN /
NOTARY SEAL _TT I
nununI-F-
A ROVED FOR RECORDATION rrvnFARM
671
614 MILLINGTON
GARTH ROAD
AGENT FOR THE BOARD OF SUPERVISORS DATE ROAD
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER
SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING
ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE
ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS
THEORETICAL.
A. T.M.41-47B IS ZONED RA.
B. PARCEL 81 IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
C. PARCEL B2 IS ASSIGNED THREE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
D. SETBACK REQUIREMENTS:
FRONT= 75'(ALONG ST.RT.614): FRONT= 25'(ALONG INTERNAL PRIVATE STREET): SIDES= 25'. & REAR = 35'
E. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE DATA,PARCEL BI & PARCEL B2,EACH CONTAIN A BUILDING SITE THAT
COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
F. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE DATA,THIS PROPERTY IS LOCATED WITHIN THE SOUTH FORK RIVANNA
RESERVOIR WATER SUPPLY WATERSHED.
G. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE DATA,THIS PROPERTY IS NOT LOCATED IN AN AG -FORESTAL DISTRICT.
H. THE APPROXIMATE LOCATIONS OF THE POND,STREAM AND STREAM BUFFER SHOWN HEREON WERE TAKEN FROM THE COUNTY OF
ALBEMARLE GIS WEBSITE DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE
I. UNDER CURRENT COUNTY POLICY,PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
J. THE NEW PRIVATE STREET EASEMENT SHOWN HEREON MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM
OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF
ALBEMARLE.
K. THE PROPOSED PRIVATE STREET EASEMENT IS OF ADEQUATE WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMMODATE A
TRAVELWAY PASSABLE BY ORDINARY PASSENGER VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS,TOGETHER WITH
AREA ADEQUATE FOR MAINTENANCE OF THE TRAVELWAY,AS REQUIRED BY SECTION 14-412 OF THE ALBEMARLE COUNTY CODE.
NOTES:
1. OWNER (S) , ADDRESS & LEGAL REFERENCES:
T.M.41-47B
VAN DER LINDE HOUSING.INC
2820 HYDRAULIC ROAD, CHARLOTTESVILLE, VIRGINIA 22901
D.B.2648-337 & D.B.423-273 PLAT
2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
3. TOTAL ACREAGE BEFORE THIS SUBDIVISION PLAT: TAX MAP 41 PARCEL 47B : 25.82 ACRES
4. T.M.41-47B IS SUBJECT TO A DECLARATION OF RESTRICTIONS AND COVENANTS AS DEFINED IN D.B.3648-384,389 PLAT.
5. NO TITLE REPORT FURNISHED. ALL RECORDED 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.
GL
SUBDIVISION PLAT
PARCEL B1 AND PARCEL B2
A DIVISION OF PARCEL B(TAX MAP 41 PARCEL 47B)
THE PROPERTY OF VAN DER LINDE HOUSING,INC.
AND
NEW 30'PRIVATE STREET EASEMENT
LOCATED ON STATE ROUTE 614(GARTH ROAD)
ABOUT 1.5 MILES EAST OF WHITE HALL
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY.VIRGINIA
SCALE: i" = 200' DATE: NOVEMBER 14.2019
FOR
VAN DER LINDE HOUSING,INC.
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
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