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COUNTY OF ALBEMARLE �h
Department of Community Developme at)'S LI v'J
401 McIntire Road,Room 227 ...�
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
November 25, 2014
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville,VA 22906
RE: SUB2014-175
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide [TMP 66-28]. 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,e
11i)Jy"
Megan Yaniglos
Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3004
Fax: (434)972-4035
Steve Gooch, C.P.G./A.O.S.E STEVE GOOCH spgooch.geologist @gmail.com
Fax: 434-293-5137 CONSULTING GEOLOGIST, INC. Phone: 434-531-0487
703 Oliver Creek Rd. Troy, Virginia 22974
October 31, 2014
Mr. Bill Fritz
County Of Albemarle
Dept. Of Planning and Community Development
401 McIntire Rd Room 227
Charlottesville, VA 22902-4579
Re: Proposed Drain Field Sites
Parcels B, C and Residue
A Division of Tax Map 66-28
Albemarle County
Dear Mr. Fritz:
Enclosed are three (3) copies of the soils work associated with the proposed drain
field sites for the above-referenced property. We request that you forward two (2)
copies to the Charlottesville-Albemarle Health Department for their review. Also
enclosed is the application for subdivision review form.
If you have any questions,please do not hesitate to call.
Sincerely,
Steve Gooch Consulting Geologist, Inc.
ti-'4--ii-e- hOrelk_
Steve Gooch
Encl.
Commonwealth of Virginia VDH Use Only
Health Department ID#
Application for Subdivision Review Due Date
(Page 1 of 2 to be filled out by the Owner or Agent)
Owner Cobham Park,LLC Phone (831)277-6028
Mailing Address P.O.Box 520 Phone
Keswick,VA 22947 Fax
Developer/Agent Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,Virginia 22974 Fax
AOSE Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,Virginia 22974 Fax
Directions to Property: From Charlottesville 250 East to Shadwell,left on Rt.231,right on Rt.22 to Cobham Park on right
Name of Proposed Subdivision
Tax Map 66-28 Other Property Identification Cobham Park Dimension/Acreage of Property 658.22 Ac.
Number of lots proposed 3 Proposed water source(note:new or existing,public or individual) new,existing,individual
General size of lots 52.68 Ac.,277.57 Ac.,327.97 Ac. (give range if appropriate)
Additional description of subdivision
Overview of soils and geology(optional but encouraged)
In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite
sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot,if applicable.
Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If
not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm
drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required.
When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be
clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied.
I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the
purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite
Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved.
d1,7j—rjl— /0/3/1/Y
Signature of Owner/Agent Date
Commonwealth of Virginia HealthDepartmeenntID#e�ty
Application for Subdivision Review Due Date
(page 2 of 2 to be filled out by the county official requesting a VDH review)
County Office initiating request
Contact Individual Phone
Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and
regulations governing sewage treatment and dispersal and private water supplies,compliance with local ordinance governing
sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please
indicate the nature of review you are asking the health department to conduct.
1. Review for conformance with the Sewage Handling and Disposal Regulations
2. Review for conformance with local onsite wastewater ordinances
3. Other(describe below)
Name and title of requestor Date
OSE Form F Revised 7/02/09
Soils Study for Drain Field Sites
Parcels B, C and Residue
A Division of Tax Map 66-28
Albemarle County
Prepared for:
Cobham Park,LLC
P.O. Box 520
Keswick, VA 22947
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
October 31, 2014
Page 1 of 6
OSE/PE Report for:
Construction Permit n Certification Letter n Subdivision Approval n
Property Location:
911 Address: City:
Lot Parcel B Section Subdivision Cobham Park
GPIN or Tax Map# 66-28 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Cobham Park, LLC
Street: P.O. Box 520
City:Keswick State VA Zip Code 22947
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy state Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 10/30/14 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 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.
111 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): Anstruction permit certification letter subdivision approval
be(select one)issued denied U Arerk
OSE/PE Signature Date f O/3 O1 y
fcvjt OF '
Soil Profile
Parcel B
A Division of Tax Map 66 Parcel 28
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-3 A Light brownish gray(10YR 6/2) loam 2
3-11 BE Reddish yellow(7.5YR 6/6)clay loam 3
11-35 Bt Red(1OR 5/8) silty clay loam 3
35-48 BC Red(10R 5/8) silty clay loam and yellowish brown 3
(10YR 5/8) silt loam
48-84 C Yellowish brown(10YR 5/8) silt loam 3
2 0-3 A Light brownish gray(10YR 6/2) loam 2
3-13 BE Reddish yellow(7.5YR 6/6) clay loam 3
13-40 Bt Red(10R 5/8) silty clay loam 3
40-60 Bt2 Red(2.5YR 5/8)clay loam 3
60-84 C Reddish brown(2.5YR 4/4) silt loam schist saprolite 3
3 0-3 A Light brownish gray(10YR 6/2)loam 2
3-14 BE Reddish yellow(7.5YR 6/6)clay loam 3
14-84 Bt Red(10R 5/8) silty clay loam 3
4 0-3 A Light brownish gray(10YR 6/2) loam 2
3-14 BE Reddish yellow(7.5YR 6/6)clay loam 3
14-48 Bt Red(10R 5/8) silty clay loam 3
48-84 C Light yellowish brown(2.5Y 6/4)silt loam 3
5 0-4 A Light brownish gray(10YR 6/2)loam 2
4-12 BE Reddish yellow(7.5YR 6/6)clay loam 3
12-42 Bt Red(10R 5/8) silty clay loam 3
42-66 Cl Yellow(10YR 7/8) sandy loam with schist fragments 2
66-84 C2 Reddish yellow(7.5YR 6/6) silt loam 3
6 0-4 A Light brownish gray(10YR 6/2) loam 2
4-17 BE Reddish yellow(7.5YR 6/6)clay loam 3
17-48 Bt Red(10R 5/8) silty clay loam 3
48-68 BC Red(2.5YR 5/8)clay loam with schist fragments 3
68-84 C Light reddish brown(5YR 6/4) silt loam,white(10YR 8/1) 3
feldspar
Page 3 of 6
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/30/14 Submitted to Albemarle County
Health Department
Applicant Cobham Park LLC Telephone Number (831)277-6028
Address P.O. Box 520 Keswick, VA 22947
Owner same Address same
Location Cobham Park off State Route 22 near the Louisa County line
Tax Map 66-28 Subdivision
Block/Section Lot B
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? x Yes No
Describe side slope
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) X No Yes inches
S. Free water present X No Yes range in inches
'4% . Soil percolation rate estimated X Yes Texture group I II 11 IV
No Estimated rate 90 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 30" 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.
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.
This abbreviated design covers the ❑ primary and reserve area, Ei 4i ly the primary area, 0 only the reserve
area(check one)for Parcel B —A Division of Tax Map 66 Parcel 28(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 100'
Estimated Perc. Rate: 90 at 30" (depth) Number of bedrooms(or GPD):4
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 786 _ Total trench bottom area required: 3144
Total width of drain field area is 160 ft.
Area Calculations
Number of trenches 11 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 93' Total trench bottom area provided: 3300
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.
Ntio, Page of
AOSE Form E Revised July 18,2007
)2Q -
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, ❑ only the primary area, ly the reserve
area(check one)for Parcel B —A Division of Tax Map 66 Parcel 28(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 60'
Estimated Pere.Rate:90 at 30!_" in (depth) Number of bedrooms(or GPD): 4
Conveyance Method: Gravity 2
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: 307 _ Total trench bottom area required: 1228
N .= Area Calculations
Number of trenches 5 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 39' Total trench bottom area provided: 1500
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
1t: v •' '' ' IS 6o OK
• �' aye.
•'<:E�` , ` ` IF COBHAM STATE ROUTE 22
r `
g PARK (VARIABLE WIDTH RAW)
0
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• LOCATION : 'r -' IF 4 (RT.39 PROJECT 276-DC
1 0-74 STREAM IS `�L� SHEETS 3 G 4) D.8. 187-349
r IS e9 IS (RT.3 3 PROJECT 276-A TIE L
<IA% �` L90 V g N53`02
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PLAT _ / ALS.CO.T.M.66-
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S LOUIS. CO T. 0.8.99-18 PLA'
A.19-
(14. CRESj '� ALB.COAT.M.66-41
R
LOUISA CO.T.M.19-26
IS JULIAN D.JOHNSON. IV
S17 06 32 E + 1 LOUnISAnC�O.�W.B�69�896
Al 229.27'- �` ss 0 Scale 1"= 300' • Soil Profile Holy
7.12 47`E + Is
45.10. House, Well and Drain Field Sites
285.31' Parcel B
to- Is A Division of TM 66-28
+ Albemarle Coun , Vir.inia
9' TIE Steve Gooch Consulting Geologist
is I 1024.32' FENCE S 703 Oliver Creek Road
g g
IS S29'45'50•W 1406.41' +PIA Tro , Vir_inia 22974
A. TOTAL FENCE ; FOUP.
•9• LOUISA CO.T.M.19-i-A
10 a EARL P.WHEELER G LOIS N.WHEELER
Page 1 of 5
OSE/PE Report for:
Construction Permit n Certification Letter n Subdivision Approval[71
1
Property Location:
911 Address: City:
Lot Parcel C Section Subdivision Cobham Park
GPIN or Tax Map# 66-28 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Cobham Park, LLC
Street: P.O. Box 520
City:Keswick State VA Zip Code 22947
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 10/30/14 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 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 VACS-6l0),the Private Well Regulations(12 VACS-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 Q
be(select one)issued p denied❑.
12'2,tie. D(�/l Y
OSE/PE Signature Date l
Soil Profile p' 1, Z d
Reserve Drain Field
675 Cobham Park Lane
Parcel C
A Division of Tax Map 66 Parcel 28
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
13 0-3 A Dark gray(10YR 4/1) loam 2
3-12 BE Light brown(7.5YR 6/4) clay loam 3
12-38 Bt Red(10R 5/8) silty clay loam 3
38-84 C Light reddish brown(5YR 6/4) silt loam 3
14 0-3 A Dark gray(10YR 4/1) loam 2
3-9 BE Light brown(7.5YR 6/4)clay loam 3
9-37 Bt Red(10R 5/8) silty clay loam 3
37-84 C Light reddish brown(5YR 6/4) silt loam 3
15 0-3 A Dark gray(10YR 4/1) loam 2
3-11 BE Light brown(7.5YR 6/4)clay loam 3
11-36 Bt Red(10R 5/8) silty clay loam 3
36-63 C Light reddish brown(5YR 6/4) silt loam with schist 3
fragments
63- Cr 50%+schist fragments
16 0-3 A Dark gray(10YR 4/1)loam 2
3-6 BE Light brown(7.5YR 6/4) clay loam 3
6-30 Bt Red(10R 5/8) silty clay loam 3
30-48 C Light reddish brown(5YR 6/4) silt loam with schist 3
fragments
48- Cr 50%+ schist fragments
17 0-3 A Dark gray(10YR 4/1)loam 2
3-7 BE Light brown(7.5YR 6/4) clay loam 3
7-22 Bt Red(10R 5/8) silty clay loam 3
22-36 CB Reddish yellow(5YR 6/8)silt loam, red (10R 5/8) silty clay 3
loam with schist fragments
36- Cr 50%+ schist fragments
Page 3 of 5
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/30/14 Submitted to Albemarle County Health Department
Applicant Cobham Park LLC Telephone Number (831)277-6028
Address P.O. Box 520 Keswick, VA 22947
Owner same Address same
Location Cobham Park off State Route 22 near the Louisa County line
Tax Map 66-28 Subdivision
Block/Section Lot C
SOIL INFORMATION SUMMARY_ l2,e ,.e °raft( nC/I
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 4 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 36" 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 II OD 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 18" 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
New-
(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.
This abbreviated design covers the 0 primary and reserve area, ❑ only the primary area, EJ4t ly the reserve
area(check one)for_Parcel B —A Division of Tax Map 66 Parcel 28(Property ID).
Design Basis
Total length of available area: 55' Total width of available area: 75'
Estimated Pere. Rate: 75 at 18" in.(depth) Number of bedrooms(or GPD): 2
1 2
Conveyance Method :_Gravity 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: 1020
Area Calculations
Number of trenches 7 Length of trenches: 55'
Width of trenches: 3' Center to center spacing: 9'
Reserve required?_This is reerve _ Percent reserve area required: 200
Total width of absorption area required 57' Total trench bottom area provided: 1155
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.
Nair Page of
AOSE Form E Revised July 18,2007
APPF IXIMAT iC
STREAM PCl h _.
DERS LOCH BUFFER .. % i_
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Scale l"= 300' •- Soil Profile Hole •\,
House, Well and Drain Field Sites
Parcel C
A Division of TM 66-28 GATE
Albemarle County, Virginia
Steve Gooch Consulting Geologist Si •os•:
229.2;
703 Oliver Creek Road
T
IRON roy, Virginia 22974 IN CONCRETE Si7'i23iTE
IMMUNENT 1
' GRADEL CONWIETE 920'28'10'
71.20' _
MONUMENT FOUND
GATE
LOUISA CO.T.M.19-25 N311'14'29 �r .Q9'
554.31' X IS
LOUISA CO.T.N.19-4 I
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Page 1 of 6
OSE/PE Report for:
Construction Permit 1 Certification Letter Fl Subdivision Approval
Property Location:
911 Address: City:
Lot Residue Section Subdivision Cobham Park
GPIN or Tax Map# 66-28 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Cobham Park, LLC
Street: P.O. Box 520
City:Keswick state VA Zip Code 22947
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
*sr- Address
City State Zip Code
Date of Report 10/30/14 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 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.
19 The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): c nstruction permit❑ certification letter subdivision approval 0
be(select one)issued 0 denied LI.
OSE/PE Signature f'LkQ . Date f D/3orlt
Soil Profile
Residue
A Division of Tax Map 66 Parcel 28
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
7 0-5 A Brown(7.5YR 5/3) loam 2
5-33 Bt Red(2.5YR 5/8) silty clay loam 3
33-48 Cl Reddish brown(5YR 5/4)clay loam 3
48-66 C2 Very pale brown(10YR 7/3) silt loam with schist fragments 3
66-84 C2 Light red(10R 6/6) silt loam 3
8 0-2 A Brown(7.5YR 5/3) loam 2
2-5 BE Light brown(7.5YR 6/4)loam 2
5-38 Bt Red(2.5YR 5/6) silty clay loam 3
38-60 C Light reddish brown(2.5YR 6/4) silt loam w/quartz 3
60- - Quartz
9 0-3 A Brown(7.5YR 5/3) loam 2
3-13 BE Light brown (7.5YR 6/4)clay loam 3
13-54 Bt Red(10R 5/8) silty clay loam 3
54-72 BC Yellowish red(5YR 5/8) clay loam 3
72-84 C Light red(1OR 6/8) silt loam 3
10 0-3 A Brown(7.5YR 5/3)loam 2
3-12 E Light yellowish brown(10YR 6/4) clay loam 3
12-40 Bt Red(2.5YR 5/8) silty clay loam 3
40-72 Cl Very pale brown(10YR 7/3) silt loam with schist fragments 3
72-84 C2 Light red(10R 6/6)silt loam 3
11 0-3 A Brown(7.5YR 5/3) loam 2
3-34 Bt Red(2.5YR 5/8) silty clay loam 3
34-44 Bt2 Reddish brown(5YR 5/4) clay loam 3
44-53 Cl Yellowish red(5YR 5/8)clay loam with schist fragments 3
53-84 C2 Light red(10R 6/6) silt loam 3
12 0-3 A Brown(7.5YR 5/3) loam 2
3-6 E Light brown(7.5YR 6/3)clay loam 3
6-14 BE Light reddish brown(5YR 6/4)clay loam 3
14-30 Bt Red(2.5YR 4/6) silty clay loam 3
30-52 Cl Light red(10R 6/6) silt loam 3
52-58 C2 Light yellowish brown(2.5Y 6/4) loam with schist 2
fragments
58- Cr 50%+schist fragments
Page 3 of 6
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/30/14 Submitted to Albemarle County Health Department
Applicant Cobham Park LLC Telephone Number (831)277-6028
Address P.O. Box 520 Keswick,VA 22947
Owner same Address same
Location Cobham Park off State Route 22 near the Louisa County line
Tax Map 66-28 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? x Yes No
Describe side slope
2. Slope 5 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 58" 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
' 6. Soil percolation rate estimated X Yes Texture group I II III 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 36" 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
Now
(attach additional pages if necessary)
pc, c c-6
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, CYonly the primary area, 0 only the reserve
area(check one)for Residue —A Division of Tax Map 66 Parcel 28(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 70'
Estimated Perc.Rate: 75 at 36�';_in.(depth) Number of bedrooms(or GPD): 4_,__
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4
LGMI required? No(Yes1No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 596 Total trench bottom area required: 2384
Total width of drain field area is 125 ft.
Area Calculations
Number of trenches 8 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 66' Total trench bottom area provided: 2400
The required width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
Page of
AOSE Form E Revised July 18,2007
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 are� ❑ only the primary area,
Only the reserve
area(check one)for Residue —A Division of Tax Map 66 Parcel 28(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 55'
Estimated Perc. Rate: 75 at 36" (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Gravity 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: 1020
Area Calculations
Number of trenches 4 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: 9___ '
Reserve required?_This is reserve_ Percent reserve area required: 100
Total width of absorption area required 30' Total trench bottom area provided: 1200
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
COBHAM PAFBC. LLC LB • L9 ��q`x --
0.8.4277-118
0.8.1957-435 6 436 PLAT L6 7•0.B.1434-155 PLAT L
D.8.660-276 PLAT L2 UNIMPROVED
RESIDUE=i98.30+/- ACRES ROAD
BY DEDUCTION FROM IS !
TAXATION RECORDS)
S l
+�
z
327.97+/— o ) ) )
CRES\ in
TOTAL
FLAS
( APPROXIMATE
LOCATION
�
- .._ '°° t •\ STREAM n Ni. . \ $ef'.\- ..\Co
PROPOIBI O 0 a UREA!•"� - BUFFET•
T � e g; 100' ^
f a STREAM 1 -�BUFFER
_ xlNp LOCATION O APPROXIMATE/
•' '"..� ` Ct1UMT1' LINE TAKEN - \LOCATION I PrO
T _. -.�FRQ�y THE U.S.8.S. "fit
t+Ai7'53'O6'M Is ° 4PH1C MAP UCESMI& -�
141.35'
�
TRAIL IS � LOUT
/ I162.57'11"w Iii Scale 1"= 300' • - Profile
320.46• Soil Profile Hole
House, Well and Drain Field Sites
LOUISA CO.T.M. 19-25 IS Residue
COBHAM PARK, LLC A Division of TM 66-28
0.8.4277-118
D.8.1957-435 6 43y6 PUT ' Albemarle County, Virginia
0.8.1434-155 PLAT N55'13'21'1
D.8.660-276 PLAT 256.35' Steve Gooch Consulting Geologist
RESIOUE=129.67+/- ACRES
Y OEDIK TION FAQ 703 Oliver Creek Road
AXATION RECORDS) Is Troy, Virginia 22974
,
N33.26'49"E 2736.35' .49' 3JIv GATE
s� GRAVEL
1048.23'` =�LOUD "•.T M•19-28 2-
L .x
ROAD
LOUISA CO.T.M
7:::::::E M AN 19-4 1• :.:.12.x� LOUISA CO.T.M.19-
FOUND
REVIEW IS V- "'•�!� LOUISA CO.T.M.!9
UNIMPROVED ROAD
IS "•
SCALE: s 300' ~"^p�� ROAD �L'. .cP' 4'
."
DATE: OCTOBER 24, 2014 �,�'
KEY MAP & VICINITY MAP
SCALE: 1" = 2000' + /- STO
STREAM
R BUFFER
ROAD 22
LOUISA
� � �: / --
. .
ALB . CO .'
T.M.66 -28B
STREAM
BUFFER
PP I ALB ICoE
T.M.66 -2
COBHAM
PARK -
PARCEL
C T
Al:�
QvO�C,P h
ti°'
�P
oJti
v
I
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,PARCEL B
& PARCEL C,IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF.THE UNDERSIGNED OWNER(S),PROPRIETORS,AND /OR TRUSTEES,IF ANY.
FOR: COBHAM PARK, LLC
CITY /COUNTY OF
• G� STATE OF
lAq 615 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
`/ COLUMBIA BEFORE ME THIS DAY OF
ROAD 2014. BY
`'' // / I I FOR: COBHAM PARK. LLC
RESIDUE
LOUISA CO.
T.M.19 -4
DENOTES APPROXIMATE LOCATION OF
AREA WITHIN ZONE A(100 YEAR FLOOD PLAIN)
ACCORDING TO THE FIRM FLOOD INSURANCE
RATE MAP, DATED FEBRUARY 4, 2005
(COMMUNITY PANEL 510006 03250).
NOTARY PUBLIC
MY COMMISSION EXPIRES
APPROVED FOR RECORDATION :
NOTARY SEAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
(COUNTY OF ALBEMARLE)
APPROVED FOR RECORDATION :
SUBDIVISION AGENT FOR LOUISA COUNTY DATE
ALBEMARLE COUNTY:
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.66 -28 IS ZONED RA(ENTRANCE CORRIDOR,FLOOO HAZARD OVERLAY)
B. PARCEL 8 IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY BE FURTHER DIVIDED.
WHEN USED IT SHALL NOT CONSUME MORE THAN 7.43 ACRES.
C. PARCEL C IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY BE FURTHER DIVIDED.
WHEN USED IT SHALL NOT CONSUME MORE THAN 7.43 ACRES.
D. THE RESIDUE OF T.M.28 -66 RETAINS ONE DEVELOPMENT RIGHT AND MAY BE FURTHER DIVIDED.
WHEN USED IT SHALL NOT CONSUME MORE THAN 7.43 ACRES.
E. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE,PARCEL B,PARCEL C AND THE RESIDUE OF T.M.28 -66 EACH CONTAIN A
BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
F. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED.'
G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE,T•HIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT.
H. THE APPROXIMATE LOCATIONS OF THE STREAMS, POND AND 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.
I. SETBACK REQUIREMENTS:
FRONT 75'(ALONG ST.RT.22 & ST.RT.6B6)
SIDES= 25'
REAR= 35'
J. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND /OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
GENERAL NOTES:
1. OWNERS & ADDRESS:
ALB.CO.T.M.28 -66, LOUISA CO.T.M.19 -4 AND LOUISA CO.T.M.19 -25
COBHAM PARK, LLC
P.O. BOX 520
KESWICK,VIRGINIA 22947
2. BOUNDARY DATA SHOWN HEREON FOR PARCEL B AND THE EXTERIOR BOUNDARIES OF PARCEL C IS BASED ON A CURRENT FIELD SURVEY.
BOUNDARY DATA SHOWN HEREON FOR PARCEL C,ADJACENT TO TAX MAP 66- 286(L42 THRU L85),WAS TAKEN FROM A PLAT BY THIS FIRM,
OF RECORD IN THE ALBEMARLE COUNTY CLERK'S OFFICE IN D.B.1957 -435 & 436,ROTATED TO GRID NORTH,AND WAS NOT RESURVEYED
THIS DATE.
3. ACREAGES BEFORE THIS PLAT (AS PER TAXATION RECORDS):
ALB.CO.T.M.28 -66= 423.37 + /- ACRES
LOUISA CO.T.M.19 -4= 318.15 + /- ACRES
LOUISA CO.T.M.19 -25= 231.22 + /- ACRES
4. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND /OR DEVELOPMENT RIGHTS
EXIST,THE INTENT OF THIS PLAT IS NOT TO COMBINE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS.
5. T.M.66 -28 IS SUBJECT TO THE FOLLOWING:
A. EASEMENTS TO VIRGINIA ELECTRIC & POWER COMPANY(D.B.756- 16,O.B.344 -342 & 0.6.314 -279).
B. AN EASEMENT TO VIRGINIA TELELPHONE & TELEGRAPH COMPANY(D.B.449 -429).
6. 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.
FOR
REVIEW
BRIAN S. RAY
Lic. No. 002281
GL
LINE
BEARING
DISTANCE
L1
N53 °37'20 "W
36.23
L2
NO3 °52'15 "W
21.17
L3
S86'46'45 "W
41.08
L4
N07'26'56 "W
36.29
L5
N66 °16'01 "W
28.41
L6
N42'26'01 "W
17.59
L7
N82'30'42 "W
37.89
LB
N06 °25'02 "E
45.32
L9
N07 °21'19 "W
27.15
L10
N37'17'24 "W
58.57
L11
N47 °51'28 "W
40.94
L12
S85 '26'45"W
52.35
L13
S32'17'58 "W
21.80
L14
N79 °13'55 "W
59.67
L15
N51'39'29 "W
38.63
L16l
S51'45 -36 "W
34.08
L17
S85'13'01 "W
30.88
L18
N58 °52'16 "W
42.04
L19
N35 006'51 "W
26.11
L20
N66'17'57 "W
19.47
L21
N89 °11'39 "W
39.06
L22
N73 °31'41 "W
50.32
L23
N50 °10'03 "W
46.09
L24
N66'17'25 "W
38.03
L25
N57 °56'01 "W
63.34
L26
N67 °12'56 "W
72.20
L27
N70'48'49 "W
50.21
L28
N84 °04'47 "W
29.10
L29
S85 °23'23 "W
26.32
130
N77'12'42 "W
85.84
LINE
LINE
BEARING
DISTANCE
TANGENT
L31
S31 031'25"E
128.99
16 °18'30"
L32
N35'43'35 "E
90.00
808.49
L33
N22 °19'35 "E
110.50
1179.00
L34
N38 *49'35"E
200.00
N88 °24'00 "E
L35
N34'34'35 "E
170.00
75.00
L36
N58'14'25 "W
15.00
C41
L37
N41'19'35 "E
331.25
179.151
L38
S65 °59'31 "E
103.66
L72
L39
S76 °47'53 "E
206.15
N73 °29'44 "W
L40
SB4 °31'21 "E
103.68
L41
SB7 °51'14 "E
103.39
133.89
L42
S47'36'49 "E
108.17
L77
L43
S64 °36'34 "W
37.99
N58 °16'02 "W
L44
S74 °58'47 "W
83.58
L45
S80 °04'53 "W
210.57
70.77
L46
S86 °45'11 "W
150.38
L82
L47
S89 °25'36 "W
232.38
N79 °50'49 "E
L48
S27'41'37 "W
47.28
L49
S12'19'26 "E
38.77
205.74
L50
S39 °38'24 "E
85.40
L87
L51
S24 °08'21 "W
237.33
N50'09'31 "E
L52
S64'02'19 "E
283.19
363.94
L53
559'35'54 "E
241.76
L91
L54
S68'21'16 "E
106.68
S70 °25'22 "E
L55
S81 °26'30 "E
145.72
51.06
L56
S76 °11'01 "E
230.31
L95
L57
S47 °04'55 "W
204.57
S55 °04'06 "E
L58
S12 °02'02 "W
154.90
105.43
L591
S56 °53'36 "E
129.36
L99
L601
S42 '44'28"E
133.19
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
Cl
16 °18'30"
2850.08
811.23
408.38
808.49
N33'10'20 "E
C2
10 °14'58"
1179.00
210.91
105.73
210.62
N88 °24'00 "E
C3
3 °38'41"
1179.00
75.00
37.51
74.99
N69 °15'19 "E
C41
17*16'47"j
1179.001
355.571
179.151
354.23
N58 °47'34 "E
RURAL SUBDIVISION AND BOUNDARY LINE ADJUSTMENT PLAT
PARCEL B AND PARCEL C
PORTIONS OF THE PROPERTIES OF COBHAM PARK,LLC
LOCATED ON STATE ROUTE 22 (LOUISA ROAD)
AND COBHAM PARK
AT COBHAM
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY,VIRGINIA
AND
GREENE SPRINGS MAGISTERIAL DISTRICT
LOUISA COUNTY,VIRGINIA
SCALE: I" = 300' DATE: OCTOBER 24, 2014
FOR
COBHAM PARK, LLC
AND
PATRICIA P.& MIKE HART
ROGER W.RAY & ASSOC., INC.
1717 -1B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
TELEPHONE: (434) 293 -3195
LINE
BEARING
DISTANCE
L61
S05 °41'13 "E
92.11
L62
S12 °20'17 "W
164.65
L63
S57 °28'03 "E
143.82
L64
N42 °43'13 "E
145.13
L65
S50'56'47 "E
45.62
L66
N37 °23'08 "E
183.70
L67
N33 °40'58 "E
85.07
L68
N52 °31'47 "W
77.16
L69
NOB'41'31 "W
150.51
L70
N12 *30'55 "W
129.26
L71
N44 °52'03 "W
229.35
L72
N54 °59'41 "W
30.90
L73
N73 °29'44 "W
231.57
L74
N75 °50'06 "W
86.26
L75
N83'40'43 "W
133.89
L76
N73'07'36 "W
100.25
L77
N55'08'17 "W
92.25
L78
N58 °16'02 "W
246.96
L79
N59 °58'41 "W
170.38
LBO
N15 °03'55 "E
70.77
L81
N24'33'18 "E
186.56
L82
N79 °26'40 "E
238.25
L83
N79 °50'49 "E
344.61
L84
N62 °46'00 "E
65.81
L85
N39'18'21 "E
205.74
L86
N39 °50'49 "W
7.39
L87
N50 °09'31 "E
56.86
L88
N50'09'31 "E
678.55
L89
S16 °04'44 "W
363.94
L90
S57 °23'12 "E
138.31
L91
S67'11'13 "E
92.47
L92
S70 °25'22 "E
129.71
L93
S58 °36'12 "E
51.06
L94
S51 °40'28 "E
112.70
L95
S50'58'05 "E
118.02
L96
S55 °04'06 "E
227.28
L97
S52'13'31 "E
105.43
L98
S66 °16'22 "E
324.71
L99
N87 °59'13 "E
_
276.76
L100
N81'43'50 "E
287.39
SHEET 1 OF 2 102028
LEGEND:
v IS DENOTES IRON SET
TURKEY IF DENOTES IRON FOUND
�QG —v /' -- DENOTES OVERHEAD UTILITY LINE
CSX TRANSPORTATION SAG CREEK CSX TRANSPORTATION x DENOTES FENCE
c� VALUATION MAP V13147 ° N41 °19'35 "E : DENOTES APPROXIMATE LOCATION OF
N25 01'05 "E 65.00' D. B.85- 467,469 PLAT AREA WITHIN ZONE A(100 YEAR FLOOD PLAIN)
COQ` N25 °01'05 "E 760.50' IS H 142.85. IS AT ACCORDING TO THE FIRM FLOOD INSURANCE
O 785.31' - BRIDGE Ig �+ C1 IS CSX TRANSPORTATION = =" RATE MAP,DATED FEBRUARY 4,2005
GQS o BRIDGE 25.00
d `_. -� ... --�_ _r... D. B. 69 -259, 260 PLAT (COMMUNITY PANEL 510006 0325D) .
.............
IS
RAILROAD -.:::• -: ..:._ ....:. :.FENCE : k._ _ T IS
-- :MECHUNK CREE :L31 IS _ IS AT
K \:.' ::.'.: 20.00 '
FENCE : s _ � ti ...... x
R .
r' :' BRIDGE
s�an+wV ^." L3
L30 :.:. ::: L29 .... ...............................
.:.:..:....................:. . . 1. r .. EASEMENT TO
ECi-iU L27.......... :.; :.... .:.:.....::..... ..:.:............ :... :.:.:.:.:.:.:.:.:....•.:... • L32 . _ .
M ............. L35: ---�
% `� COMMONWEALTH OF VIRGINIA
\� IS ; .. .
_ -
L26 CREEK'.... �(D.B.1888 388 & HWY.P.B.XIV 22
_.
. ............................... STREAM ' .. .
e� -- MECHUNK ..... w
IS
L25 . N64 °58' 55 "W FF�r " ::: L49:
:.:.:.:.:.:.:.:.:.:.:... .
2 .00 ' R -c�
:':: L24 ' ' S o . •.. CONCRETE
\ -
•L22:.:.L23 :.. ......:.:.:. n MONUMENT
L21 L1 100, "fHRU L30 ARE APPROXIMATE STREAM ::'L51_ j'^ •'• ��•...... Ir FOUND
TqF EA L20 L19 ALONG STREAM LOCATION BUFFER „� 80 L81 `::::::: < IS
4M BUFF L18 L17 AS IT MEANDERS STREAM �- \ : �..: A
MAJOR COURSES SHOWN r �� `�
L16 L15 I 01 a �t9� 6` IS ED
L14 L13 PAVED
IF
HEALTH DEPARTMENT COPY
NOT FOR RECORDATION
ALB . CO . T . M . 66 -28 DRIV WAY „ �QS COBHAM STATE ROUTE 22
LL 10 L11 ��� ,�' �v�, \\` PARK (VARIABLE WIDTH R /W)
COBHAM PARK, LLC LB L9 �� 1` �� s'v LOUISA ROAD
D . B .4277 -118 w „ r j` �" 'u_ D . B .212 -278
D.B.1957 -435 & 436 PLAT L6 L7 �� v APPROXIMATE 9 `
D.B.1434 -155 PLAT L4 L5
D.B.660 -276 PLAT UNIMPROVED ��
� L85 �:�' (RT.39 PROJECT 276 -DC
RESIDUE = 198.30 + /- ACRES L2 L3 ROAD iX IF IS `/\ L86 SHEETS 3 & 4)
(BY DEDUCTION FROM D. B. 187 -349
TAXATION RECORDS) IS L1 �� �g9 Cy IS (RT• 3 SHEET 19) 276 -A TIE LINE
IS N53 °02' 49 "E
L90 Cgs\ o / 63.78'
IS L91 BROKEN CONCRETE
cv CONCRETE \� MONUMENT
RESIDUE PARCEL C X50 LS7 rn `„ J I5 GATE MONUMENT CONCRETE IF FOUND
327.97 + /— ACRES Ls2 FOUND MONUMENT
m 277.57 ACRES �_ �; �'' IS FOUND 6�
3� IS
TOTAL FLAG I APPROXIMATE TOTAL i IS L9 ? „nays" TIE LINE
FLAG s N38 '35'47"W
e LOCATION T.M.66 -28B i
396 r COBHAM PARK, LLC N '; ' F gPpri 5 � 53.23 '
STREAM „ L9444C5,
o D.B.4277 -118 ;; IS 1
-m lel -- LAG \ o0 6ti 0.8.1957-435 �v l L95 ,�ti6
g y �' & 436 PLAT � FLAG . i , FLAG `
(Pelmtf U?Q� LAG .., EA ��a 2 I i � .
FLAG _ �i L5 ,� �,
9L7, .�'� (B. 71 ACRES) �, IS FLAG �1 �.
2 v PROP05ED
PROPOSED LAG �O �. 1OO ' p r SEPTIC
STREAM 1t m m FLAG DRAINFIELD
SEPTIC DRAINREIAELD 10 ( Cn �� 100 ' " L96 m 3 AREA
\ : BUFFER w FLAG t{-�
} � o� STREAM i �j ff��
fimsw
'� �' 100' �-. PROP05ED1 AG L L65 6 BUFFER . ;, IS s?) �U
V
Z STREAM SEPTIC 14 6q m ii P S
ALB.CO.T.M.66 -35
o� EARL P.WHEELER &
LOIS IRENE WHEELER
D.B.393 -77
cy D.B.92 -473
D.B.68 -790 DESC.
Proposw won n, DRAINFIELD VIRGINIA M. JOHNSON
BUFFER AREA p�� 0 C 66 L67 IS L97 \ \ ALB . CO . T . M . 66 -37
!' /APPROXIMATE. l a9 FLAG r' PARCEL B `
52 ° 68 ACRES \ D . B .2233 -311
APPROXIMATE LOCATION OF COUNTY LINE LOCATION l FLAG Q 5 D B 1144 -266 PLAT
�� _ " ---- -- NE TA \ POND pr� ;s j: r
_� FROM THE U.S. G.S. Fr'. Y�
FLAG F16G i� N.. oho
IS TOPOGRAPHIC MAP (KESWICK -P� �`� 100'
° QUADRANGLE) - - ____�� - ALB. CO, T. M SJ� STREAM
N57 53' 06 "W ----- _66 -28 (186.94+ - ' pQ` 3 IS BUFFER
141.35'
LOUISA CO. T. ACRES)
TRAILS M. 19 -25 (87.00+ RES)
N62 °57' 11 ALB. CO. T M 66
320.46'
LOUISA CO.T.M.19 -25 IS c��
COBHAM PARK, LLC
D.B.4277 -118
D.B.1957 -435 & 436 PLAT
0.8.1434- 155 PLAT N55 °13'21 "W
D.B.660 -276 PLAT 256.35'
RESIDUE = 129.67 + /- ACRES
(BY DEDUCTION FROM IS
TAXATION RECORDS)
S6� °
s6o �s,
GATE
N33 °26'49 "E 2736.35'
TOTAL LOUISA CO. T. M. 19 -25, ��'' L -- x FENCE.
-
1048
GATE
S17 *06'32"E
229.27'
.IRON FOUND
IN CONCRETE S17 °12'47 "E
MONUMENT 285.31'
GRAVEL S20 °28'10 "W
ROAD CONCRETE 71.20'
MONUMENT GATE +
°� --- -e FOUND
LOUISA CO. T. M. 19 -4 LOUISA CO.T.M.19 -25
CONCRETE 1688.12'; N31 °14'29 "E 382.09'
X IS
MONUMENT Is
FOUND FOR
REVIEW 14"
SCALE: 1 " = 300'
DATE: OCTOBER 24, 2014
ROGER W.RAY & ASSOC.,INC.
1717 -1B ALLIED STREET
CHARLOTTESVILLE,VIRGINIA 22903
GL TELEPHONE: (434) 293 -3195
;, LOUISA C
CO. T. M. 19 -4 5
554.31' I
IS
;, LOUISA C
CO. T. M. 19 -4 5
554.31' I
IS
(38.13 + / -ACRE j8
IS LOUISA -
�TO (14.55 + % r ACR SESE 5
P
IS
G� + m
c�0 N60
+ I5
IS
1024.32'
S29 °45'50 "W 1406.41'
TOTAL
CE
POST
P�� �2 � 5���0� a ��' 2 22' ����o'. J�° ti°' �� �Z�Zoh. 52otio� LOUISA CO . T . M .19 -4
� �� 2 "� Q� COBHAM PARK, LLC
D.B.1304 -645
J� D.B.212 -468 PLAT
GRAPHIC SCALE 1" =300' P. CAB. 2-38
RESIDUE = 314.52 + /- ACRES
(BY DEDUCTION FROM TAXATION RECORDS)
0 300 600 900
ALB.CO.T.M.66 -38
MAH 720, L.P.
D.B.3363 -192
D.B.133 -472 PLAT
ALB.CO.T.M.66 -39
VIRGINIA B.HARRIS,ET AL
D.B.551 -451
D.B.175 -301
D.B.99 -18 PLAT
ALB.CO.T.M.66 -41
AND
LOUISA CO.T.M.19 -26
JULIAN D.JOHNSON,IV
LOUISA CO.W.B.69 -896
ALB.CO.W..B.103 -107
ALB.CO.D.B.250 -93 DESC.
ALB.CO.D.B.169 -82
ALB.CO.D.B.94 -412 DESC.
TIE LINE
--s32 °19' ' Scale 1 "= 300'
44.95'
'-- PIPE --
FOUND
E
e
s
t
° - Soil Profile Hole i
Houses, Wells and Drain Field Sites
Parcels B, C and Residue
A Division of TM 66 -28
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
SHEET 2 OF 2 12002BI