HomeMy WebLinkAboutSUB201900139 Assessment - Environmental 2019-09-10 Soils Study for Drain Field Sites
Parcel A and Residue
A Division of Tax Map 27-26
Albemarle County
Prepared for:
Hunter Lewis
109 Cavalier Drive
Charlottesville,VA 22901
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
September 7, 2019
Page 1 of 8
OSE/PE Report for:
Construction Permit n Certification Letter I I Subdivision Approval
Property Location:
911 Address: City:
Lot A Section Subdivision
GPIN or Tax Map# 27-26 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Hunter Lewis
Street: 109 Cavalier Drive
City:Charlottesville 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 9/7119 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 Sheets 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 le
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): nstruction petmitO certification letter subdivision approval E]
be(select one)issued] denied Li.
OSE/PE Signature _t..."QP - Date g 1211
L oF$
Soil Profile
Primary Drain Field
Parcel A
A Division of Tax Map 27-26
Blufton Road
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
C 0-4 A Gray(10YR 5/1) sandy loam, friable 2
4-13 E Light yellowish brown(10YR 6//6) sandy loam, friable 2
13-25 Bt Light reddish brown(5YR 6/4) silty clay loam, firm 3
25-40 Bt2 Red (10R 5/8) silty clay loam, firm 4
40-72 BC Red (10R 5/8) silty clay loam,yellowish red(5YR 5/8) 3
sandy clay loam, firm
D 0-4 A Gray (10YR 5/1) sandy loam, friable 2
4-23 Bt Red(10R 5/8) silty clay loam, firm 3
23-72 C Light olive brown(2.5Y 6/4) sandy loam, friable 2
F 0-3 A Gray(10YR 5/1) sandy loam, friable 2
3-10 E Light yellowish brown(10YR 6//6) sandy loam, friable 2
10-37 BC Red(10R 5/8) silty clay loam, yellowish red(5YR 5/8) 3
sandy clay loam, firm
37-72 C Reddish yellow(7.5YR 6/8), yellow(10YR 7/8) sandy 2
loam, friable
G 0-4 A Gray(10YR 5/1) sandy loam, friable 2
4-18 Bt Red(10R 5/8) silty clay loam, firm 3
18-46 BC Red(10R 5/8) silty clay loam,yellowish red(5YR 5/8) 3
sandy clay loam, firm
46-72 C Olive yellow(2.5Y 6/6) loam, friable 2
H 0-4 A Gray(10YR 5/1) sandy loam, friable 2
4-12 E Light yellowish brown(10YR 6/6) sandy loam, friable 2
12-34 Bt Red(10R 5/8) silty clay loam, firm 3
34-47 BC Red(10R 5/8) silty clay loam,yellowish red (5YR 5/8) 3
sandy clay loam, firm
47-72 C Reddish yellow(7.5YR 6/8) sandy clay loam, friable 2
Page 3 of I
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 8/4/19 Submitted to Albemarle County Health Department
Applicant Hunter Lewis Telephone Number (434)409-0934
Address 109 Cavalier Drive Charlottesville, VA 22901
Owner same Address same
Location Mount Air Farm
Tax Map 27-26 Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY . PNAnAai Ptv< F1C
1. Position in landscape satisfactory? Ix 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) IX No r Yes inches
Free water present lx No n Yes range in inches
o. Soil percolation rate estimated (x Yes Texture group I II III IV
I N• o Estimated rate 60 min/inch
7. Permeability test performed Iry Y• es
�x N• o
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 54" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. r 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. r Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
Puhc- 1cSY
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 0 primary and reserve area, E only the primary area, 0 only the reserve
area(check one)for Parcel A—A Division of Tax Map 27-26
Design Basis
Total length of available area: 80' +40' Total width of available area: 70'
Estimated Pere. Rate: 60 at 54" in.(depth) Number of bedrooms(or GPD): 4
Conveyance Method: Gravity Distribution method (specify): Gravity_
3c
Dispersal system basis GMP 135 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 452 Total trench bottom area required: 1356
Area Calculations
Number of trenches 8J4 80's+4 40's) Length of trenches:_80' +40'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 66' Total trench bottom area provided:_1440__
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
Paw_ cOF-1
Soil Profile
Reserve Drain Field
Parcel A
A Division of Tax Map 27-26
Blufton Road
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-6 A Light brown(7.5YR 6/4) loam, friable 2
6-20 Bt Red(10R 5/8) silty clay, firm 4
20-38 BC Red (10R 5/8) silty clay loam,yellowish brown(10YR 5/8) 3
loam, firm
38-48 C Yellowish brown(10YR 5/8) sandy loam, friable, gneiss 2
fragments below 42'
48- R
B 0-5 A Light brown(7.5YR 6/4) loam, friable 2
5-30 Bt Red (1OR 5/8) silty clay, firm 4
30-60 BC Red(10R 5/8) silty clay loam, yellowish brown(10YR 5/8) 3
loam, firm
C 0-4 A Gray(10YR 5/1) sandy loam, friable 2
4-13 E Light yellowish brown(10YR 6/6) sandy loam, friable 2
13-25 Bt Light reddish brown(5YR 6/4) silty clay loam, firm 3
25-40 Bt2 Red(10R 5/8) silty clay loam, firm 4
40-72 BC Red (1OR 5/8) silty clay loam,yellowish red (5YR 5/8) 3
sandy clay loam, firm
D 0-4 A Gray(10YR 5/1) sandy loam, friable 2
4-23 Bt Red(1 OR 5/8) silty clay loam, firm 3
23-72 C Light olive brown(2.5Y 6/4) sandy loam, friable 2
E 0-3 A Gray(10YR 5/1) sandy loam, friable 2
3-10 E Light yellowish brown(10YR 6//6) sandy loam, friable 2
10-28 Bt Red(10R 5/8) silty clay, firm 4
28-45 CB Yellowish brown(10YR 5/8) sandy loam, red(O1R 5/8) 3
silty clay loam, gneiss fragments below 38"
Page 69 of I
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 8/4/19 Submitted to Albemarle County Health Department
Applicant Hunter Lewis Telephone Number (434)409-0934
Address 109 Cavalier Drive Charlottesville, VA 22901
Owner Mount Air Farm, LLC Address 4795 Mount Air Farm Crozet, VA 22932
Location Mount Air Farm
Tax Map 27-26 Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY - Aefri D .IA Rad
1. Position in landscape satisfactory? iX Yes r No
Describe shoulder
2. Slope 12 %
3. Depth to rock or impervious strata: Max. 72"+ Min. 45" None
4. Depth to seasonal water table (gray mottling or gray color) IT< No r Yes inches
Free water present fx No r Yes range in inches
v. Soil percolation rate estimated rX Yes Texture group I II III IV
r No Estimated rate 110 min/inch
7. Permeability test performed I__ Yes
IX No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 30" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. r Insufficient depth of suitable soil over hard rock.
3. I- Insufficient depth of suitable soil to seansonal water table.
4. r4 Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
Pam-- 7 41
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 0 primary and reserve area, 0 only the primary area, manly the reserve
area(check one)for Parcel A—A Division of Tax Map 27-26
Design Basis
Total length of available area: 100' Total width of available area: 110'
Estimated Perc. Rate: 110 at 30" in. (depth) Number of bedrooms(or GPD): 4
I 2
Conveyance Method : Puma Distribution method (specify): Pump
3c
Dispersal system basis AOSS regs(Table I) LGMI required? No (Yes/No)
Effluent quality required: Advanced Secondary(TL 3) (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 395 _ Total trench bottom area required: 1580
LPD/Trench
Linear loading rate- .38 gpd/sqft
Area Calculations
Number of trenches 9 Length of trenches: 65'
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 75' Total trench bottom area provided: 1755
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
Pa1A-- 70 Z
L8 THRU L22 ARE BOUNDARY LINES ALONG THE CENTERLINE OF COURSES ALONG CENTERLINE
AN OLD ROAD BED. L23 THRU L33 ARE BOUNDARY LINES OF NEW 30 'PRIVATE STREET
ALONG THE CENTERLINE OF AN UNIMPROVED ROAD EASEMENT BA:
I' TNE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE
7
..1 N88 '21 '52"E 26.88 L21 N63'57'36"E 96.89 L34 565 '31 '40"E 46.07
L2 N79'48'40"E 60.77 L22 N80 '20'40"E 27.81 L35 588 '19'35"E 122.39 D.
L3 N77 '52'42"E 97. 12 L23 N66 '34'09"E 69.65 L36 553 .18'09"E 86.76
L4 N82 '48'26"E 51.81 L24 N66'57' 10"E 76.92 L37 538 '02' 14"E 87.04
L5 N83 '34'50"E 54.60 L25 N19 '18'40"W 102. 17 L38 530 '55'57"E 144.53
L6 N74 '23'09"E, 8.34 L26 N73 '49'06"E 57.53 L39 530 '44.04"E 39. 14
' L7 N74 '23'09"E 50.42 L27 N71 '52'06"E 71.73
L8 N65 '27'32"E 35.53 L28 N85 '52'02"E 55. 51
L9 N62 '06'55"E 66.05 L29 583 '57'55"E 103.58
L10 N53 '12' 19"E 47.01 L30 N86638' 11"E 58. 70 T.M.27-88
L11 N45'07'56"E 37.72 L31 S85 '54'37"E 95.64 GWENDOLYN F.CATES ` �A9
L12 N39'18'26"E 45.81 L32 S82 '22'02"E 95. 28 D.B.977-8136 138 PLAT
L13 N41 '08'34"E 235.72 L33 577 '15' 15"E 100. 35 scb
L14 N41 '53'45"E 208.20 ,� `,
L15 N42'57'04"E 59. 11
v
L16 N36 '50'01"E 62.41 T.M.27-3A2
L17 N32 '29' 10"E 98.49 JARED P. MORRIS 'y�O
L18 N37 '55'31"E 80.24 D.B.2002-514 �'��
L19 N65'51 '43"E 117.81 0.8. 1695-355 PLAT
L20 N70 '57'59"E 86.611 T.M.27-3A1 Q
TANYA R.MORRIS 04,
T.M.27-3A D.8. 1695-351,
ERIC J.MORRIS 355 PLAT
D.8.4027-560 OQo
0.8. 1695-355 PLAT \ Q.
EXISTING
30'ACCESS EASEMENT
T.M.27-88 (D.B. 1695-355 PLAT) L 12`' v w� JROPOSED
GWENDOLYN F.CATES L11 o WELL SITE
W.8. 165-2 LIO END STATE
0.8.977-136, 138 PLAT a, ��`
L7� Lg MAINTENANCE
/i SIG ...PROPOSED DO
L6, PROPOSED PRIMARY HOUSE SIT
!B E co
L3 L4 `L5 DRAIN FIELD FLAG,-
- PROPOSED /4*)
STATE ROUTE 672 ,L1 L2 J� Fu6 - sEPTIC
_ is FlA6
�.` BLUFTON ROAD a. -' " �C !tI _^_`ys �!c r��_
_ _ _ , '"
- �---==-+- 1-- - - ' - "' / SEE 4L35 `� 'ID
DETAIL 34 ��\� �50a
15'PRESCRIPTIVE PIPE n N -'' F!e& /ETN
EASEMENT FOUND . 30'PRESCRIPTIVE \\ �•_
North 3945855 EASEMENT \ -a PROPOSED RESERVE
East 11440260 '" (\ \!" 113 - DRAM FIELD
in NEW 30 ' PRIVATE %m\ \ cc!)m STREET EASEMENT (\ \ EXISTING
cu .P.n "30'WIDTH R/W"
T.M.27-8E Q UNIMPROVED (0.8. 1942-436 PLA
MOUNT AIR FARM LLC wx ROAD �1 ��
D.8.4369-3B2 & 3B3 PLAT Z �•• O O
D.B. 1773-676
0.8. 1773-673 & 674 PLAT 2 O
D.B.291-293 PLAT Scale 1"= 200' .- Soil Profile Hole
N04 'S4 54"W x House, Well and Drain Field Sites
1557.42'TOTAL S80.00'OOtl Parcel A iiinielii
A Division of Tax Map 27-26 1
IRON Q Albemarle County, Virginia
SET ,''� • IRON Steve Gooch Consulting Geologist RADIUS
x o (2 13) 703 Oliver Creek Road 51" 76.69
GL _..._--' Troy, Virginia 22974 46" 45.40
Page 1 of 5
OSE/PE Report for:
Construction Permit Certification Letter.IJ Subdivision Approval El
Property Location:
911 Address: City:
Lot Residue Section Subdivision
GPIN or Tax Map# 27-26 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Hunter Lewis
Street: 109 Cavalier Drive
City:Charlottesville 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 9/7/19 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 Abbreviated Design Form
Soil Profile Sheet 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.
aThe 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): mnstruction permit❑ certification letter subdivision approval
be(select one)issued denied U
OSE/PE Signature 42 f suxe. .00-d" Date '7(�r(�j
Pga2 z 07"
Soil Profile
Residue
A Division of Tax Map 27-26
Blufton Road
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-8 E Light brown(7.5YR 6/4) sandy loam, friable 2
8-35 Bt Red(2.5YR 5/8) silty clay loam, firm 3
35-84 C Yellowish brown(10YR 5/8) sandy loam, friable 2
B 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2
2-7 E Light brown(7.5YR 6/4) sandy loam, friable 2
7-36 Bt Red(2.5YR 5/8) silty clay loam, firm 3
36-60 C Light reddish brown(5YR 6/4) sandy loam, gneiss 2
fragments below 54"
60- R
C 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2
2-10 E Light brown(7.5YR 6/4) sandy loam, friable 2
10-37 Bt Red (2.5YR 5/8) silty clay loam, firm 3
37-50 BC Red (10R 5/8) silty clay loam,brown(7.5YR 5/4) sandy 3
loam, firm
50-60 C Yellowish brown(10YR 5/8) sandy loam, friable 2
D 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-9 E Light brown(7.5YR 6/4) sandy loam, friable 2
9-37 Bt Red (2.5YR 5/8) silty clay loam, firm 3
37-60 C Brownish yellow(10YR 6/8) sandy loam, friable 2
E 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-9 AB Light reddish brown(5YR 6/4)clay loam, friable 3
9-29 Bt Red (10R 5/8) silty clay loam, firm 3
29-60 C Yellowish brown(10YR 5/8),yellowish red(5YR 5/8) 2
sandy clay loam, friable
F 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-9 AB Light reddish brown (5YR 6/4)clay loam, friable 3
9-24 Bt Yellowish red(5YR 5/8)clay loam, friable 3
24-38 BC Red(10R 5/8) silty clay loam, brown(7.5YR 5/4) sandy 3
loam, firm
38-60 C Yellowish brown(10YR 5/8) sandy loam, friable 2
Page -5 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 8/4/19 Submitted to Albemarle County Health Department
Applicant Hunter Lewis Telephone Number (434)409-0934
Address 109 Cavalier Drive Charlottesville, VA 22901
Owner Mount Air Farm, LLC Address 4795 Mount Air Farm Crozet, VA 22932
Location Mount Air Farm
Tax Map 27-26 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes I-- No
Describe shoulder
2. Slope 17 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Ix No f Yes inches
Free water present [ No Fa Yes range in inches
b. Soil percolation rate estimated r>X Yes Texture group I II III IV
r No Estimated rate 75 min/inch
7. Permeability test performed PYes
(x No
If yes, note type of test performed and attach
Ix Site Approved: Drainfield to be placed at 36" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. I- Position in landscape subject to flooding or periodic saturation.
2. T Insufficient depth of suitable soil over hard rock.
3. f Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. I- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. E Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
J?aSt. 'O '
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 i 4rimary and reserve area, 0 only the primary area, 0 only the reserve
area(check one)for Residue—A Division of Tax Map 27-26
Design Basis
Total length of available area: 100' Total width of available area: 105'
Estimated Pere. Rate: 75 at 36" in.(depth) Number of bedrooms(or GPD): 3
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: 3576
Area Calculations
Number of trenches 12 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 102' Total trench bottom area provided: 3600
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
'TING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, THE LAND USE NOTES SHOWN ON THIS PLC
l, A PORTION OF T.M.27-26, IS WITH THE FREE CONSENT AND THE REQUEST OF THE DIRECTOR OF PLANP
MANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S) , HIS/HER SIGNATURE ON THIS PLAT HE/SF
'ORS, AND/OR TRUSTEES, IF ANY. THEY ARE CORRECT AND IN ACCORDANCE Y
COUNTY ZONING ORDINANCE IN EFFECT TF
R Scale l"= 200' •- Soil Profile Hole NOTES ARE NOT RESTRICTIVE COVENANTS
REVIEW House, Well and Drain Field Sites LAND AND THEIR APPEARANCE ON THIS Pl.
TO IMPOSE AS . ANY
Residue DEVELOPMENTHEM RIGHTSSUCH SHOWN HEREON FISE1
JNT AIR FARM LLC A Division of Tax Map 27-26 A. T.M.27-26 IS ZONED RA.
Albemarle County,Virginia B. PARCEL A IS ASSIGNED THREE DEVEL(
LINTY OF Steve Gooch ConsultingGeologist MAY BE FURTHER DIVIDED.
g C. THE RESIDUE OF T.M.27-26 RETAINS
F 703 Oliver Creek Road RIGHTS AND MAY BE FURTHER DIVIDE[
NOT TOTAL MORE THAN 5.91 ACRES.
(GOING INSTRUMENT WAS ACKNOP Troy,Virginia22974 **THIS PROPERTY IS SUBJECT TO VIRG]
€ THIS DAY OF EASEMENT, SEE O.B.2895-420 & D.B.
D. ACCORDING TO THE ALBEMARLE COUNT)
I un AND THE RESIDUE OF T.M.27-26 EACF
FOR: MOUNT AIR FARM LLC REVIEW THAT COMPLIES WITH SECTION 4.2. 1
ZONING ORDINANCE.
'UBLIC # E. ACCORDING TO THE ALBEMARLE COUNT)
PROPERTY IS LOCATED IN THE SUGAR
SSION EXPIRES : NOTARY SEAL FORESTAL DISTRICT.
F. ACCORDING TO THE ALBEMARLE COUNT'
PROPERTY IS LOCATED IN THE SOUTH
VICINITY MAP & KEY MAP RESERVOIR WATER SUPPLY WATERSHED,
SCALE: 1" = 2000'+/- G. SETBACK REQUIREMENTS:
FRONT= 75' (ALONG STATE ROUTE 672)
DOYLESVILLE FRONT= 25' (ALONG INTERNAL PRIVATE
ROAD SIDES= 25'
672 SITE REAR = 35•
H. UNDER CURRENT COUNTY POLICY, PUB(
e�UFTON ROAD 44N SEWER SERVICE BE A
I. THESTREAMBUFFERS SHOWNHEREON1
G7, COUNTY OF ALBEMARLE GIS DATA AND
TIE LINE co ti ACCORDANCE WITH THE ALBEMARLE COI
VII 502 '01 '27"E Q.- ORDINANCE.
622.57' Ill% � J. THE NEW PRIVATE STREET EASEMENT
672 �, NOT MEET THE STANDARDS FOR ACCEP'
":. "1 SECONDARY SYSTEM OF STATE HIGHWA'
BLUFTON PROPOSED �"`"r •
MAINTAINED BY THE VIRGINIA DEPAR'
ROAD SEPTIC ••',r:; APPROXIMATE OR THE COUNTY OF ALBEMARLE.
LOCATIONS OF K. THE PROPOSED PRIVATE STREET EASES
DRAINFIELD �.,. STREAMS & WIDTH AND HORIZONTAL AND VERTICAI
8101 AREA `i�' 100'STREAM
MOUNT (SEE DETAIL : ACCOMMODATE A TRAVELWAY PASSABLE
BROWNS BUFFERS VEHICLES IN ALL BUT TEMPORARY EX'
GAP FARM BELOW) (SEE NOTE I) CONDITIONS, TOGETHER WITH AREA AOI
TPKE OF THE TRAVELWAY, AS REQUIRED BY '
APPROXIMATE ALBEMARLE COUNTY CODE.
LOCATION OF
DOYLESVILLE GAS LINE
44
PROPOSED)
PROPOSED DRAIN FIELD Sll'E FLAG FLAG CG`� WELL Si FE
(PRIMARY AND RESERVE) `---•-,, 2A I
APPROVED FOR HtUUHUA 11UN FLAG'f�}�i',;° 6..:TICD
�of.L.TH°F FOR II'' `, DR E�
t 1' ^`PROPOSED
FOR REVIEW FLAG „ �'�a',:-,—ac HOCSE SITE
tttt REVIEW c FLAG 'o -UNIMPROVED
AGENT FOR THE ROAD
BRIAN S.RAY BOARD OF SUPERVISORS
Lic.No. 002281
PROPOSED SEPTIC
Iti l DRAINFIELDON RESIDUE
AREA
-DSZJR DATE T. M. 27-16
SCALE: 1 " = 200 '
GL
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT NOTES:
PARCEL A, A PORTION OF T.M.27-26, 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:
PROPRIETORS, AND/OR TRUSTEES, IF ANY. Scale 1"= 200' •- Soil Profile Hole THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE T.M.27-26
COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE MOUNT AIR FARM LLC
FOR House, Well and Drain Field Sites NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE 4795 MOUNT AIR FARM
REVIEW Parcel A and Residue LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED CROZET, VIRGINIA 22932
TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE
A Division of Tax Map 27-26 DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. 2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A
FOR: MOUNT AIR FARM LLC CURRENT FIELD SURVEY.
Albemarle County, Virginia A. T.M.27-26 IS ZONED RA.
Steve Gooch ConsultingGeologist B. PARCEL A IS ASSIGNED THREE DEVELOPMENT RIGHTS AND 3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF
CITY/COUNTY OF g MAY BE FURTHER DIVIDED. RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR
703 Oliver Creek Road C. THE RESIDUE OF T.M.27-26 RETAINS TWO DEVELOPMENT DEVELOPMENT RIGHTS EXIST, THE INTENT OF THIS PLAT
STATE OF Troy, Virginia 22974 RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL IS NOT TO COMBINE THESE PARCELS OR EXTINGUISH
NOT TOTAL MORE THAN 5.91 ACRES. DEVELOPMENT RIGHTS.
THE FOREGOING INSTRUMENT WAS ACKNO **THIS PROPERTY IS SUBJECT TO VIRGINIA OUTDOORS FOUNDATION
BEFORE ME THIS DAY OF EASEMENT, SEE 0.B. 2895-420 & D.B.4343-20**.
2019 BY D. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA PARCEL A 4. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY
FOR ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS
FOR: MOUNT AIR FARM LLC AND THE RESIDUE OF SECTION-26 EACH CONTAIN A BUILDING SITE SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES,
REVIEW THAT COMPLIES WITH 4.2. 1 OF THE ALBEMARLE COUNTY EASEMENTS AND/OR COVENANTS THAT MAY EXIST.
ZONING ORDINANCE.
NOTARY PUBLIC # E. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA THIS 5. T.M.27-26 IS SUBJECT TO THE FOLLOWING:
PROPERTY IS LOCATED IN THE SUGAR HOLLOW AGRICULTURAL- A. AN EASEMENT TO THE VIRGINIA OUTDOORS FOUNDATION
MY COMMISSION EXPIRES : NOTARY SEAL FORESTAL DISTRICT. (D.B.4343-20 & 0.8.2895-420)
F. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA THIS B. A LEASE AGREEMENT AND NON-EXCLUSIVE RIGHT OF
PROPERTY IS LOCATED IN THE SOUTH FORK RIVANNA INGRESS AND EGRESS AS DEFINED IN D.B. 1492-417,
1\
VICINITY MAP & KEY MAP I RESERVOIR WATER SUPPLY WATERSHED. 436 PLAT.
SCALE: 1" = 2000' +/- G. SETBACK REQUIREMENTS: C. AN EASEMENT FOR GAS LINE AND TELEPHONE LINE
' FRONT= 75' (ALONG STATE ROUTE 672) (D.B.212-332)
DOYLESVILLE FRONT= 25' (ALONG INTERNAL PRIVATE STREET) D. AN EASEMENT TO ATLANTIC SEABOARD CORPORATION
ROAD SIDES= 25' (D.B.409-251) .
16731 672 SITE REAR H. UNDER=CURRENT COUNTY POLICY, PUBLIC WATER AND/OR E. A CEMETERY RESERVATION (0.8.295-414, 416 PLAT) .
SGATE LAM (UF SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
9
ROAD TON ROAD a-Zao-�- , I. THE STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE 6. 229E84+/GE BEACRES (TAXED FORE THIS ACREAGE)ON PLAT:
,y4^ COUNTY OF ALBEMARLE GIS DATA AND SHALL BE MANAGED IN
TIE LINE v) rL ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
S02 '01 '27"E 111 4''� ORDINANCE.
622.57' , ti J. THE NEW PRIVATE STREET EASEMENT SHOWN HEREON MAY
672 45 NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE
BLUFTON SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE
ROAD \ PROPOSED - APPROXIMATE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION
SEPTIC OR THE COUNTY OF ALBEMARLE.
672 DRAINFIELD LOCATIONS OF K. THE PROPOSED PRIVATE STREET EASEMENT IS OF ADEQUATE
��A. STREAMS K. WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT TO VIA 810 AREA `v`' 100'STREAM HEALTH DEPARTMENT COPY
LANE MOUNT (SEE DETAIL 'v ACCOMMODATE A TRAVELWAY PASSABLE BY ORDINARY PASSENGER
BROWNS AIR BELOW) BUFFERS VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER NOT FOR RECORDATION
GAP FARM (SEE NOTE I) CONDITIONS, TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE
TPKE OF THE TRAVELWAY, AS REQUIRED BY SECTION 14-412 OF THE
APPROXIMATE ALBEMARLE COUNTY CODE.
LOCATION OF SUBDIVISION PLAT
OOYLESVILLE GAS LINE PARCEL A, CONTAINING 25. 09 ACRES
4 A PORTION OF TAX MAP 27 PARCEL 26
PROPOSI:€) THE PROPERTY OF MOUNT AIR FARM LLC
PROPOSED DRAIN FEEL D SITE FLAG li FLAG ` ��r ELL SI1r AND
t (PRIMARY AND RESERVE) -,,, 2A 4 zE NEW 30 ' PRIVATE STREET EASEMENT ON PARCEL A
APPROVED FOR F*LUHUA I IUN FLAG . t_, }1\ , OgED
El
�� -THOA� ,� �•,1'TIC LOCATED AT THE END OF STATE ROUTE 672 (BLUFTON ROAD)
o �, FOR FLAG I - A6 -. PROPOSED WHITE HALL MAGISTERIAL DISTRICT
, 2C HOLiSESITE ALBEMARLE COUNTY, VIRGINIA
FOR REVIEW FLAG 1,t�t�u 1''",—UNIMPROVED SCALE: 1 " = 200 ' DATE: AUGUST 30, 2019
8 REVIEW 'ly AGENT FOR THE aD m ROAD
BRIAN S.RAY FOR
i BOARD OF SUPERVISORS
Lic. No.002281 HUNTER LEWIS
I PROPOSED SEPTIC
#' DRAINFIELD AREA
�A, 0- ROGER W.RAY & ASSOC., INC.
sUR ON RESIDUE 663 BERKMAR COURT
( DATE T. M. 27-16 CHARLOTTESVILLE, VIRGINIA 22901
SCALE: 1 " = 200 ' TELEPHONE: (434) 293-3195
GL RAYSURVEYING.COM SHEET 1 OF 2 11690C
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L8 THRU L22 ARE BOUNDARY LINES ALONG THE CENTERLINE OF COURSES ALONG CENTERLINE
AN OLO ROAD BED. L23 THRU L33 ARE BOUNDARY LINES OF NEW 30 'PRIVATE STREET T.M. 15-34
ALONG THE CENTERLINE OF AN UNIMPROVED ROAD EASEMENT BAILEY REALTY, LLC 6 L21 L28 L29 L30 L31 L32 ,
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE D. B.4919-705, L� �33,;
709 & 710 PLAT c3'
UNIMPROVED ROAD UNIMPROVED c�
Li N88 '21 '52"E 26.88 L21 N63 '57'36"E 96.89 L34 S65 '31 '40"E 46.07 D.8. 1694-251 tt� O a.
L2 N79'48'40"E 60.77 L22 N80 '20'40"E 27.81 L35 S88 '19'35"E 122. 39 0.8.64-560 DESC.
L3 N77 '52'42"E 97. 12 L23 N66 '34'09"E 69.65 L36 S53 '18'09"E 86.76 r SETOAN T * "'
L4 N82'48'26"E 51.81 L24 N66 '57' 10"E 76.92 L37 S38 '02' 14"E 87.04 NLIN 25.00'
L5 N83'34'50"E 54.60 L25 N19 '18'40"W 102. 17 L38 S30 '55'57"E 144.53 "�° North 3947045
L6 N74'23'09"E 8.34 L26 N73 '49'06"E 57.53 L39 S30 '44'04"E 39. 14 a' East 11442353
L7 N74 '23'09"E 50.42 L27 N71 '52'06"E 71. 73 2A . �Ci cO �� -�r
L8 N65 '27'32"E 35.53 L28 N85 '52'02"E 55.51 2'3 L °). _�' / � 1
Lid N53'012' 19"E 47.01 L30 N86 '38' 11"E 158. 70 03.58 0 L2� L22 �co�� S s
T.M.27-88 L2 .ti / z
L11 N45'07'56"E 37.72 L31 S85 '54'37"E 95.64 GWENDOLYN F.CATES ` 19 „2
L12 N39'18'26"E 45.81 L32 S82 '22'02"E 95.28 W•8. 165-2 , \- c7 I Q
O.B.977-136, 138 PLAT i / m
L13 N41 '08'34"E 235.72 L33 S77 '15' 15"E 100.35 t' co
L14 N41 '53'45"E 208.20 PARCEL A
L15 N42'57'04"E 59. 11 v^ 25. 09 ACRES . /
IRON `
L16 N36 50'01"E 62.41 T.M.27-3A2 SET
L17 N32'29' 10"E 98.49 JARED P.MORRIS �- ti�O Op North 3946563 T.M.27-27
L18 N37'55'31"E 80.24 0.8.2002-514 '�� `• 5�° East 11442049 BAILEY REALTY, LLC
L19 N65:51'43"E 117.81 0.8. 1695-355 PLAT �' •pp,pp"� 1 0.8. 1694-257
L20 N70 57'S9"E 86.61 T.M.27-3A1 a 43 , 0.8.290-270 PLAT
TANYA R.MORRIS ,a /
T.M.27-3A 0.8. 1695-351. 0 IRON
ERIC J.MORRIS 355 PLAT SET T. M. 27-26
0.8.4027-560 p MOUNT AIR FARM LLC / EXISTING 30 ' � �
D.8. 1695-355 PLAT \ Q� D.B.4389-382 & 383 PLAT ACCESS ESMT.
EXISTING (0.8. 1695-355 PLAT)
30'ACCESS EASEMENT ti2' Qo D.8. 1773-676 '
T.M.27-8B (0.B. 1695-355 PLAT) ` L12 ` `' 4 PROPOSED o' 0.B. 1246-597 & 598 PLAT / ST. RT. 672 ROAO-�
GWENDOLYN F.CATES L11 � ° ®'r WELL SITE �o D,8.295-416 PLAT
W.8. 165-2 Li0 (229.84+/- ACRES) ♦ 30'PRESCRIPTIVE .�` BED ,--
0.8.977-136, 138 PLAT L9�� END STATE �'�' RESIDUE= 204. 75+/- ACRES EASEMENT
MAINTENANCE, 0 _A-,: '�
,/-� SIG .o (BY DEDUCTION FROM TAXED ACREAGE) /
,-
L7-. p. .--...
L6-, PROPOSED PRIMARY' Fl �'-�PROPOSE() .dO �'j , ,
HOUSE SITE _
I L3 L4 'L5 DRAINFIELD FLAG se �� - L5 L6..:. . 3q •-
STATE ROUTE 672 L2 _ - ` ° P' o /
ILA ! FLAG SEPTIC --- ---
�� BLUFTON ROAD , . �!'«+_- -- - !H _j1-.6t6 FiC6 MANFUL() - _ \ _L35
-_- --- -- _ - ,�� sm i, ----\• i2 AREA THIS PLAT NOT FOR RECORDATION + ^ PAVEMENT -
_ / - - 7 1 SEE L35 "\ io i' ---'-" / _ - .-
DETAIL L34 \��� _ Sob COPY SHOWING CONTROL POINTS / ENO STATE
15'PRESCAIPTIVE PIPE in "% `� FE6 IRON TO Si18NETER ACCURACY
MAINTENANCE
EASEMENT FOUND , o. 30'PRESCRIPTIVE \\ SET TIED TO NORTH AMERICAN / SIGN NEW 30
North 3945855 1 EASEMENT `� a PROPOSED RESERVE DATUM OF i983 (NA083) / PRIVATE STREET
East 11440260 `� <\ \IA 3861 DRAIN FIELD VIRGINIA SOUTH SPC ' EASEMENT
NEW 30 ' PRIVATE 00 .\ �"
NSTREET
EASEMENT `' , EXISTING DETAIL - SCALE: 1 " in 50 '
T.M.27-8E co UNIMPROVED s> .,, 30 'WIDTH R/W"
MOUNT AIR FARM LLC x v ROAD A .�► ` (D.B. 1942-436 PLAT) HEALTH DEPARTMENT COPY
D.B 4 0 B 1873 676 PLAT z 2��00 0° NOT FOR RECORDATION
0.8. 1773-673 & 674 PLAT u..
SCALE: 1 " 200 '
D.B.291-293 PLAT `''�� GRAPHIC SCALE 1 "=200 ' DATE: AUGUST�30, 2019
1N04'54'TOTAW L x Sg0'0O'00"W A50•p0 SET -IN-MIN-
North 394545211111110111111111.1111.11
IRON East 11440745 0 200 400 600 ROGER W.RAY & ASSOC., INC.
SET Q _ 663 BERKMAR COURT
lbIRON LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING CHARLOTTESVILLE, VIRGINIA 22901
16 SET TELEPHONE: (434) 293-3195
0 (2013) C1 86 15'51" 76.69 115.46. 71.84 104.86 N23 '49' 15"E RAYSURVEYING.COM
GL x 1 `' C2 93 '07'46" 45.40 73.80 47.95 65. 94 N27 '15' 13"E SHEET 2 OF 2 11690C