HomeMy WebLinkAboutSUB201700219 Approval - Agencies 2018-01-19 (3)In Cooperation with the
State Department of Health
COMMONWEALTH of VIRGINIA
Thomas Jefferson Health District
1138 Rose Hill Drive
Phone (434) 972-6219 P. O. Box 7546
Fax (434) 972-4310
Charlottesville, Virginia 22906
January 19, 2018
Will Cockrell
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 229024596
ALBEMARLE- CHAR LOTTESVILLE
FLUVANNA COUNTY (PALMYRA)
GREENE COUNTY (STANARDSVILLE)
LOUISA COUNTY(LOUISA)
NELSON COUNTY (LOVINGSTON)
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite
Sewage Systems as part of a division of Tax Map 112 Parcels 30A1 & 30A2 located in
Albemarle County, Virginia.
Dear Mr. Cockrell:
On January 5, 2018, the County of Albemarle requested the Virginia Department of Health (via the Albemarle
County Health Department) review the proposed subdivision plat identified above. This letter is to inform you
that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in
accordance with the provisions of the Code of Virginia, the Sewage Handling and Disposal Regulations,
and local ordinances.
This request for subdivision review was submitted pursuant to the provisions of § 32.1-163.5 of the Code of
Virginia which requires the Health Department to accept private soil evaluations and designs from an
Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer working in consultation with an AOSE for
residential development. This subdivision was certified as being in compliance with the Board of Health's
Regulations by: Steve Gooch OSE #1940001284. This subdivision approval is issued in reliance upon
that certification.
Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System
Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically
identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and
unless all conditions and circumstances are present at the time of application for a permit as are present at the
time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage
systems.
This subdivision approval does pertain to the requirements of local ordinances.
Sincerely,
� J. k
Travis T. Davis, OSE
Environmental Health Specialist, Sr.
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 229024596
Phone (434) 296-5832 Fax (434) 9724126
1/5/2018
Josh Kirtley
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
RE: SUB201700219 James B. Murray, Jr. "Estouteville"
Dear Mr. Kirtley:
The County of Albemarle has received an application for a two -lot division, involving Tax Map Parcels (TMP) #112-
30A1 and 112-30A2. This project requires Health Department approval before receiving final County approval.
The applicant has provided copies of the soils work associated with these parcels, dated December 30, 2017. Two
copies of those reports are attached, as is the proposed plat dated December 19, 2017, and an application for
subdivision review dated January 3, 2018.
Please review the proposals 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 questions or comments, please feel free to contact me.
Review comments are due on Friday, January 19. Please call or email me if you have any questions or requests for
assistance. Thank you very much for your assistance.
Sincerely,
Will Cockrell, AICP
On -Call Planner I Department of Community Development
Email: wcockrell(Ubemarle.org
Voice: (434) 296-5832 ext. 3088 RECEIVE
Fax: (434) 972-4035 Environmental Health Service.
Encl
f JAN 16 2018
aob 0a0iS
!eZar/e f �Un mmnity Development Departmatla.• adharlottesville, VA229i12-45966-5632 Fax : (4341972-4726pplication
TMP11200-00-00-030A1 { Owner(s):IOSE-KUTTHER,BEATRICE
Application# I SUB201700219
Legal Description ACREAGE PAR CEL X -
Magisterial Dist. Scottsville, Land Use Primary Unassigned
Cu rre nt AFD Not in A/F District Current Zoning Primary Rural Areas
Street Address I
I Entered By
Application Type rSubdNision Plat
-
- KEENE VA 22946
Keith Bradsha .
2 zo-tT
Project James B. Murray, Jr.
"Estouteville"
Received Date
12/28/17
Received
Date Final Submittal DateOS
03 28
/ /
Total Fees
Closing File Date
Submittal Date Final
Total Paid
Revision Number
Comments-
ii: 1�
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Legal Ad
Loraactt, - - Name
-
Address �� CityState Zig Phone PFmneCell
YDp6--en! O5T KUTTNER, BEATRICE
P 0 BOX 359
- KEENE VA 22946
Signature of Contractor or Authorized Agent Date
Steve Gooch STEVE GOOCH spgooch.geologist@gmail.com
C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487
703 Oliver Creek Rd. Troy, Virginia 22974
December 30, 2017
Mr. Bill Fritz
County Of Albemarle
Dept. Of Planning and Community Development
401 McIntire Rd Room 227
Charlottesville, VA 229024579
Re: Proposed Drain Field Sites
Parcels A and B
A Division of Tax Map 112-30A1
Parcels C and Residue
A Division of Tax Map 112-30A2
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.
'�I� _Y�
Steve Gooch
Encl.
Commonwealth of Virginia
Application for Subdivision Review
(Page 1 of 2 to be filled out by the Owner or Agent) )FPO Apo no WAR
Owner Beatrice Ost-Kuttner
Mailing Address P.O. Box 359
Keene VA 22946
Developer/Agent Steve Gooch
Mailing Address 703 Oliver Creek Road
VDH Use Only
Health Department ID#
Due Date
Phone
Phone
Fax
Phone (434)531-0487
Phone
Troy, VA 22974 Fax
AOSE Steve Gooch
Mailing Address 703 Oliver Creek Road
Phone (434)531-0487
Phone
Troy, VA 22974 Fax
Directions to Property: From Charlottesville Rt. 20 South, right on Esmont Rd, immediate right on Plank Rd. to intersection of Plank Rd, and
Frys Path/Green Mountain Rd. (Rt. 627). Property on both sides of Plank Rd. and west side of Frys Path.
Name of Proposed Subdivision
Tax Map 112-30A1 & 112-30A2 Other property Identification Estouteville Dimension/Acreage of Property 423.16 Ac.
Number of lots proposed 4 Proposed water source (note: new or existing, public or individual) existing, new, individual
General size of lots 33.18 Ac., 40.31 Ac., 97.69 Ac. and 251.98 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.
—/2 ; O I
Signature of Owner/ gent Date
Arplawuu Commonwealth of VirginiaDeter °a1y
Application for Subdivision Review D1e Date
(page 2 of 2 to be filled out -by the comity 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 mquestor Date
OSB Form F Revised 7/02/09
t�% �
Soils Study for Drain Field Sites
Parcels A and B
A Division of Tax Map 112-30A1
Parcel C and Residue
A Division of Tax Map 112-30A2
Estouteville
Albemarle County
Prepared for:
Beatrice Ost-Kuttuer
P.O. Box 359
Keene, VA 22946
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
December 30, 2017
/afthk
�1
❑✓ appQOM , of 5
OSE/PE Report for:
Construction Permit O Certification Letter Jl Subdivision Approval 7
Property Location:
911 Address: City:
Lot A Section Subdivision
GPINor Tax Map # 112-30A1 Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Beatrice Ost-Kuttner
Street: P.O. Box 359
City: Keene
State VA
Zip Code 22946
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
License # 1940001284
Cit Troy
PE Name:
Address
State VA
Zip Code 22974
License #
City
State
Zip Code
Date of Report 12/30/17 Date of Revision #1
OSE/PE Job # Date of Revision 42
Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.)
OSE Cover Paqe
Soil Profile Sheet
Soil Information Summary Sheet
Abbreviated Design Form
Survey 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 VACS -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.
ElThe 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):nstruction permit❑ certification letter subdivision approval ✓❑
be (select one) issuedQ denied n .
OSE/PE Signature Date l 013 -f i7
&a
PQ A,, z&XsC-
Soil Profile
Parcel A
A Division of Tax Map 112-30A1
Albemarle County
Hole
Depth
Horizon
Material Description Soil
Texture
(in.)
Group
1
04
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
4-24
Bt
Red (1 OR 5/8) silty clay loam, firm
3
24-40
BC
Red (I OR 5/8) silty clay loam, firm w/yellowish brown
3
(IOYR 5/8) silt loam
40-84
C
Yellowish brown (IOYR 5/8) silt loam, massive, friable
3
2
0-3
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
3-32
Bt
Red (I OR 5/8) silty clay loam, firm
3
32-70
Bt2
Red (2.5YR 5/8) clay loam, friable
3
70-84
C
Yellowish red (5YR 5/8) silt loam massive, friable
3
3
04
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
4-37
Bt
Red (I OR 5/8) silty clay loam, firm
3
37-68
Bt2
Red (2.5YR 5/8) clay loam, friable
3
68-84
C
Yellowish brown (1 OYR 5/8) silt loam, massive, friable
3
25% weathered greenstone fragments below 74"
4
0-4
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
4-40
Bt
Red (1 OR 5/8) silty clay loam, firm
3
40-84
Bt2
Reddish brown (2.5YR 5/4) clay loam, friable
3
5
0-5
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
5-42
Bt
Red (I OR 5/8) silty clay loam, firm
3
42-69
Bt2
Red (2.5YR 5/8) clay loam, friable
3
69-84
C
Yellowish red (5YR 5/8) silt loam massive, friable
3
Page.1'. of .I -
Appendix 2
Soil Summary Report
110� GENERAL INFORMATION
Date 11/1/17 Submitted to Albemarle County Health Department
Applicant Beatrice Ost-Kuitner Telephone Number
Address P.O. Box 359 Keene, VA 22946
Owner same Address same
Location Fry's Path beside Greenmont
Tax Map 112-30A1 Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? 5Z 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) 5< No r Yes inches
/01°1Free water present 5Z No F_ Yes range in inches
b. Soil percolation rate estimated 5Z yes Texture group I If 111 IV
f No Estimated rate 60 minfinch
7. Permeability test performed f Yes
No
If yes, note type of test performed and attach
r Site Approved: Drainfield to be placed at 54" depth at site designated on permit.
(� Site Disapproved:
{
Reasons for rejection:
i
1- it Position in landscape subject to flooding or periodic saturation.
2• Insufficient depth of suitable soil over hard rock.
I
3- r 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.
I— Proposed system too close to well.
Other Specify
i
(attach additional pages if nece4sary)
/"11
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 rimary and reserve area, ❑ only the primary area, ❑ only the reserve
area (check one) for Parcel A - A Division of TM 112-30A1
Design Basis
Total length of available area: 100' Total width of available area: 120'
Estimated Pere. Rate: 60 at54�' in. (depth) Number of bedrooms (or GPD): 4
1 2
Conveyance Method : Gravi1y Distribution method (specifyl. 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: 452
Area Calculations
Number of trenches 14
Width of trenches: 3'
Reserve required? Yes
Total trench bottom area required: 3616
Length of trenches: 90'
Center to center spacing: 9'
Percent reserve area required:100
Total width of absorption area required 120' Total trench bottom area provided: 3780
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
T.M.112-300
BARN LAND TRUST
0.8.3924-448
0.8.3904-270
O.B.0.5.543-17 PLATPLAT
GREENMONT FARM
3D'RIGHT-OF-WAY
(NO. 2)
(0.8.262-232,235 PL
GRAVEL
DRIVE
3-300
VEN BOWERS
94-887
8 278 PLAT 7
o�
w
IV rt
1 tl 8�''V6ia"a'1,6 D'i {I if Mrl ..6 v}'J iLJ I
Y'�,d .nNw. . 8
f'A Tn [��.y�JaY
1' ((�Y d�S fl l::�t,) i-:4,,.r.i1;�'y p yy) IRON BE
NEW 100' WIDE PERPETUAL EASEMENT sr� sucE AT 00
RESTRICTING THE CONSTRUCTION sM
OF PHYSICAL STRUCTURES OR
THE HARVESTING OF TREES OUFFPF`
BET
0.
33.18 ACRES
O.S.1995-131 B 132 PLAT
0.8.763-371 PLAT
RE9IWE�E61.9S+/- ACRES
(BY DEDUCTION FROM
TAXATION RECORDS)
); I
lil
I�I
)i
I;I
I�I
' T.M,112-30A
BEATRICE OST-KUTTNER
O.S.2339-104
0.9.763-369
D.B.2339-106 S 107 PLAT
STATE ROUTE 627
FRYS PATH
O'PRESCRIPTIVE ESMT.)
T.M.1i$_% MAI
-____.�___.. .-4A•
1.. APPRO%
I
PQgC-'
❑✓ ap° Bos
T.M.112-30A2
BEATRICE
6T38TTNER
738
D.B.2339-106 8 107 PLAT
O,B.1995-013-371 7PLAT LAT
RESIDUE -251.96+/- ACRES
(BY DEDUCTION FRON TAXATION RECOR
T.M.112-30A2
350.53+/- ACRES
-97.69 ACRES(PARCEL C)
-0.86 ACRE _
RE%IOUE= 261.98+/- ACRES
\ 40
s W�FG71 '"19 . A� �A
iBTEAM �••'
G. LOCATION
APP
Scale 1"=300'
r- Soil Profile Hole \
lin Field Sites
Parcel A
A Division of Tax Map 112-30A1
Albemarle County, Virginia
Steve Gooch Consulting Geologis
703 Oliver Creek Road
Troy, Virginia 22974
SHEET 2 OF 3
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�1
zFROM YI l5U Page 1
OSE/PE Report for:
Construction Permit D Certification Letter D Subdivision Approval 7
Property Location:
911 Address:
Lot B
GPINor Tax Map # 112-30A1
Latitude
Subdivision
Health Dept ID #
Longitude
of 5
Applicant or Client Mailing Address:
Name: Beatrice Ost-Kuttner
Street: P.O. Box 359
City: Keene
State VA
Zip Code 22946
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 12/30/17 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 Paae
Soil Profile Sheet
Soil Information Summary Sheet
Abbreviated Design Form
Survey 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 VACS -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.
F1The 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):nstruction permit certification letter subdivision approval ✓❑
be (select one) issuedQ denied M. e
OSE/PE Signature �/,�e ,,�.k Date �Z j3o�17
paw 2 0� y
Soil Profile
Proposed Parcel B
A Division of Tax Map 112-30A1
/001� Albemarle County
Hole
Depth
Horizon
Material Description Soil Texture
(in.)
Group
1
04
A
Dusky red (1 OR 3/3) clay loam, friable
3
4-24
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
24-48
BC
Yellowish red (5YR 5/8) clay loam, friable
3
48-84
C
Strong brown (7.5YR 5/8) silt loam, massive, friable
3
2
0-3
A
Dusky red (I OR 3/3) clay loam, friable
3
3-26
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
26-50
Bt2
Red (2.5YR 5/8) clay loam, friable
3
50-84
C
Yellowish red (5YR 5/8) silt loam, massive, friable
3
3
0-3
A
Dusky red (1 OR 3/3) clay loam, friable
3
3-17
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
17-40
Bt2
Red (2.5YR 5/8) clay loam, friable
3
40-84
C
Brownish yellow (1 OYR 6/8) loam, massive, friable
2
4
0-3
A
Dusky red (I OR 3/3) clay loam, friable
3
3-29
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
29-54
BC
Yellowish red (5YR 5/8) clay loam, friable
3
54-85
C
Brownish yellow (1 OYR 6/8) loam, massive, friable
2
5
0-3
A
Dusky red (1 OR 3/3) clay loam, friable
3
3-44
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
44-70
BC
Yellowish red (5YR 5/8) clay loam, friable
3
70-84
C
Brownish yellow (1 OYR 6/8) loam, massive, friable
2
6
0-4
A
Dusky red (I OR 3/3) clay loam, friable
3
4-32
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
32-84
C
Brownish yellow (I OYR 6/8) silt loam, massive, friable
3
7
0-3
A
Dusky red (1 OR 3/3) clay loam, friable
3
3-23
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
23-84
C
Brownish yellow (I OYR 6/8) silt loam, massive, friable
3
8
0-4
A
Dusky red (1 OR 3/3) clay loam, friable
3
4-34
Bt
Red (2.5YR 4/8) silty clay loam, firm
3
34-84
C
Brownish yellow (10YR 6/8) silt loam, massive, friable
3
Page 3 of ;'
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 1111117 Submitted to Albemarle County Health Department
Applicant Beatrice Ost-Kuttner Telephone Number
Address P.O. Box 359 Keene, VA 22946
Owner same Address same
Location Pry's Path beside Greenmont
Tax Map 112-30A1 Subdivision
Block/Section Lot B
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? RC Yes f— No
Describe shoulder
2. Slope 15 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Gc No r Yes inches
,' Pree water present Ix No i` Yes range in inches
6. Soil percolation rate estimated Ix Yes Texture group I II Q IV
i No Estimated rate 60 minrnch
7. Permeability test performed r Yes
X No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
f 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. r Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. f— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
I— Proposed system too close to well.
I— Other Specify
(attach additional pages if necessary)
/""y
laq17L- y kr
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 -primary and reserve area, 0 only the primary area, 0 only the reserve
area (check one) for Pr_.posed Parcel B - A Division of TM 112-30A1
Design Basis
Total length of available area: 100' Total width of available area: 180'
Estimated Perc. Rate: 60 at 60" in. (depth) Number of bedrooms (or GPD): 5
1 2
Conveyance Method: Grayt Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Prim (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 452
Area Calculations
Number of trenches 16
Width of trenches: 3'
Reserve required? Yes
Total trench bottom area required: 4520
Length of trenches: 100'
Center to center spacing: 9'
Percent reserve area required: 100
Total width of absorption area required 138' Total trench bottom area provided: 4800
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
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0 UPROVED Page 1 of 5
OSE/PE Report for:
Construction Permit 0 Certification Letter O Subdivision Approval
Property Location:
911 Address: City:
Lot C Section Subdivision
GPIN or Tax Map # 112-30A2 Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Beatrice Ost-Kuttner
Street: P.O. Box 359
City: Keene
State VA
Zip Code 22946
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 12130/17 Date of Revision #1
OSE/PE Job # Date of Revision #2
Contents/Index of this report (e.g, Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VACS -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 parte has been conducted under an exemption to the practice of enaineerine, specifically the
exemption in Code of Virqinla Section 54.1-402.11
I recommend that a (select one):nstruction permit❑ certification letter[] subdivision approval ✓❑
be (select one) issued denied M.
rr Signature . inir . Date r,
1;'C(IL 21& y
Soil Profile
Parcel C
A Division of Tax Map 112-3OA2
Albemarle County
Hole
Depth
Horizon
Material Description Soil Texture
(in.)
Group
1
0-3
A
Reddish brown (2,5YR 5/4) clay loam, friable
3
3-25
Bt
Red (I OR 5/8) silty clay loam, firm
3
25-72
BC
Yellowish red (5YR 5/8) clay loam, friable
3
72-84
C
Yellowish brown (IOYR 5/8) silt loam, massive, friable
3
2
0-3
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
3-18
Bt
Red (I OR 5/8) silty clay loam, firm
3
18-84
C
Brownish yellow (1 OYR 6/8) silt loam, massive, friable
3
3
0-4
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
4-34
Bt
Red (1 OR 5/8) silty clay loam, firm
3
34-84
C
Yellowish brown (10YR 5/8) silt loam, massive, friable
3
4
0-3
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
3-36
Bt
Red (I OR 5/8) silty clay loam, firm
3
36-84
BC
Yellowish red (5YR 5/8) clay loam, friable
3
5
0-5
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
5-38
Bt
Red (I OR 5/8) silty clay loam, firm
3
38-57
Bt2
Red (2.5YR 5/8) clay loam, friable
3
57-84
C
Yellowish brown (IOYR 5/8) silt loam, massive, friable
3
6
0-4
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
4-34
Bt
Red (1 OR 5/8) silty clay loam, firm
3
34-84
BC
Yellowish red (5YR 5/8) clay loam, friable
3
7
0-4
A
Reddish brown (2.5YR 5/4) clay loam, friable
3
4-32
Bt
Red (1 OR 5/8) silty clay loam, firm
3
32-47
BC
Yellowish red (5YR 5/8) clay loam, friable
3
47-84
C
Yellowish brown (IOYR 5/8) silt loam, massive, friable
3
A"�
S
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 11/15/17 Submitted to Albemarle County Health Department
Applicant Beatrice Ost-Kuttner Telephone Number
Address P.O. Box 359 Keene, VA 22946
Owner same Address same
Location Intersection of Plank Road and Green Mountain Road
Tax Map 112-30A2 Subdivision
Block/Section Lot C
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? 19 Yes I- No
Describe shoulder
2. Slope 10 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Gc No r Yes inches
free water present R No f- Yes range in inches
6. Soil percolation rate estimated iX Yes Texture group 1 11 4D IV
F- No Estimated rate 60 minrnch
7. Permeability test performed I- Yes
5Z No
If yes, note type of test performed and attach
(X Site Approved: Drainfield to be placed at 48" depth at site designated on permit.
F— 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. r 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.
I- Proposed system too close to well.
I- 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 Yprimary and reserve area, ❑ only the primary area, ❑ only the reserve
area (check one) for Parcel C - A Division of TM 112-30A2
Design Basis
Total length of available area: 90' Total width of available area: 130'
Estimated Perc. Rate: 60 at 48_ 8 _' in. (depth) Number of bedrooms (or GPD): 4
1 2
Conveyance Method: Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Pri (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 452 _
Area Calculations
Number of trenches 14
Width of trenches: 3'
Reserve required? Yes
Total trench bottom area required: 3616
Length of trenches: 90'
Center to center spacing: 9'
Percent reserve area required: 100
Total width of absorption area required 120' Total trench bottom area provided: 37_ 80.+
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
AAPggP......,
j t�.77'�...
�.1
97 AN ACAES.
am"1r
Scale 1"= 300' .- Soil Profile Hole
House, Well and Drain Field Sites
Parcel C
A Division of Tax Map 112-30A2
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
❑✓ Rn wi
40 1'ahL S
9
7sa
BTATA PA OU
A' PFE.'BCR�wall
Drainfteld ar's
rad heasaj.
J T S iw
ii'bold,8„°1.10 PETER c.8 �•eEmoNE
0.8.!99 16. PLAT
l l eMvJVP
$RiMu HCAU 1`
D appQOo �D Page 1
OSE/PE Report for:
Construction Pennit JJ Certification Letter F I Subdivision Approval
Property Location:
911 Address:
Lot Residue Section
GPIN or Tax Map # 112-30A2
Subdivision
Health Dept ID #
Latitude Longitude
of 5
Applicant or Client Mailing Address:
Name: Beatrice Ost-Kuttner
Street: P.O. Box 359
City: Keene
State VA Zip Code 22946
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
License # 1940001254
City Troy
PE Name:
Address
State VA Zip Code 22974
License #
City
State Zip Code
Date of Report 12/30/17 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
Survey 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 VACS -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
exemption in Code of Virginia Section 54.1-402.11
I recommend that a (select one):nstruction permit❑ certification letter subdivision approval
be (select one) issuedQ denied M.
OSE/PE Signature Q QrQ_ ~`' Date PZI 3oI i7
�wr- Z J�-sr
Soil Profile
Reserve Drain Field
Residue
A Division of Tax Map 112-3OA2
AIbemarle County
Hole
Depth
Horizon
Material Description
Soil Texture
(in.)
Group
8
0-5
A
Weak red (1 OR 4/4) clay loam, friable
3
5-45
Bt
Red (1 OR 5/8) silty clay, firm
4
45-84
Bt2
Red (2.5YR 5/8) silty clay loam, firm
3
9
0-8
A
Weak red (1 OR 4/4) clay loam, friable
3
8-34
Bt
Red (1 OR 5/8) silty clay, firm
4
34-84
Bt2
Red (2.5YR 5/8) silty clay loam, firm
3
10
0-6
A
Weak red (1 OR 4/4) clay loam, friable
3
6-43
Bt
Red (1 OR 5/8) silty clay, firm
4
43-84
Bt2
Red (2.5YR 5/8) silty clay loam, firm
3
11
0-7
A
Weak red (1 OR 4/4) clay loam, friable
3
7-37
Bt
Red (1 OR 5/8) silty clay, firm
4
37-84
C
Yellowish red (5YR 5/8) clay loam, friable
3
12
0-6
A
Weak red (1 OR 4/4) clay loam, friable
3
640
Bt
Red (l OR 5/8) silty clay, firm
4
40-84
Bt2
Red (2.5YR 5/8) silty clay loam, firm
3
/Wft�'
Page 3 of . 4 -
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 11/15/17 Submitted to Albemarle County Health Department
Applicant Beatrice Ost-Kuttner Telephone Number
Address P.O. Box 359 Keene, VA 22946
Owner same Address same
Location Intersection of Plank Road and Green Mountain Road
Tax Map 112-30A2 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? rX Yes f` 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) DC No r' Yes inches
/"'free water present 5Z No f Yes range in inches
b. Soil percolation rate estimated IR Yes Texture group 1 II 111 IV
r No Estimated rate 75 min/inch
7. Permeability test performed F Yes
19 No
If yes, note type of test performed and attach
Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. I— 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. f Rates of absorption too slow.
5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
f Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
Pf-(5f- N ir-<-
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, 2,only the reserve
area (check one) for Residue- A Division of TM 112-30A2
Design Basis
Total length of available area: 100' Total width of available area: 85'
Estimated Perc. Rate: 75 at 60 ' in. (depth) Number of bedrooms (or GPD): 5
1 2
Conveyance Method: Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 596 _
Area Calculations
Number of trenches 10
Width of trenches: 3'
Reserve required? This is reserve
Total trench bottom area required: 2980
Length of trenches: 100'
Center to center spacing: 9'
Percent reserve area required: 100
Total width of absorption area required 84' Total trench bottom area provided: 3000
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
PIPE
I
PARCEL 8
x 40 I ACRES
F
8T1
t40
627
E E8MS,1�'
U2
1pDN:F01A
pU,c- 6, e��
MARCEL C
BEATRICE 09T-KUITIEA
CITY/OMKfY CF
STATE OF
THE FOREGOING INSTRUtNI WAS ACKNOWLEDGES
BEFORE ME THIS DAY OF
2017. BY BEATRICE OST-KMER
NOTARY PUBLIC
MY COMMISSION EXPIRES:
NOTARY SEAL
I APPROVED FOR RECORDATION :
I AGENT FOR THE SOASD OF SUPERVISORS DATE
YYff �pp VICINITY MAP - SCAI-E: 1' - 2CO0'N-
cmnlrn.IBTVC1chRANISM�INBMlTMSTHE LAND ARO THE 1;APPEARANCE a TMB PLAT DIB NOT IN
A. T.M. lf2-MAR AND T.M. 112-30A2 ARE ZONES DNSDEN C GYM OY6iAY .
B. PMfFI. A 18 ABSTGEO _DEYELOPNEIIT RIGHTS. CERIYFD FR011 T. N.1S MAI. AM KAY BE FURTER OIVIMO. WHEN 09ED TWY 9WJ. BE WITHIN THEIR DELEi2ffR f�0 BONOMIES ALO SHALL !OT TOTAL
MORE
Tl1ANi ARES.
C. PARCEL O 1S ASSIGIEII _ OEVEl.OP11ENT RIl9T9, DERIVED FROM T. N.l12-30A1. ANo NAY l£ FIfiTTEiI DIVIDED. lOOL USED THEY SHALL BE WIAAIN THEIR OECFABER 1980 BdDOAR1F8 ASO 5f4LL NOT TOTAL
MOTE T14W ARES.
D. PARCEL C NF9iIYE OEYFLOPMLMT RisNi& AND NAY BE FURTHER 01YSOe0. MEN usm T1EY SSIALL NOT TOTAL MdE THAM 3f.o0 AREe.
E. SFE RESIDUE OF T.M.112-90A2. LYING ON 711E EAST 9I OF STATE ROUTE 827. REfA1He 7M0 OEYELOP14711 RICNT9 ANl1 MAY BE FIFIIFA DIVIDED. ME71 USES TSEY SHALL NOT TOTAL 1a>RE THAN 1A.20B AGilE9.
F, ifE iESIOUE OF T.M.112-30A2. LYING ON 7fE WEST SIDE OF STATE ROUTE 027 NA9 NO OEYELOPMENI RIOHfS AHD NAY N0T BE FIRRfA OLYIQQI.
0. ACCONoINB TD TSE COMNIY OF ALBEMARLLE 018 NEBBITe. PAIIOELB A & S C 11O ARE RE9IOSIE OF T.N.112-30A2. EARI CONTAIN A SUIIDINO BITE TILT COMPLIES ISITH SECTION x.2.1 OF THE ALOEMAIU.E COUITY
HOMING ORDINANCE.
H. BETBAd(.fEO{LIREAE.Nf3:
FRONT• 76• HALOED s7ATE ROUTF.9)
RE- 25'
REAR- 36•.
I. TIE6E PROPERTIES ATE NOT fACATW WITHIN A %ATEA 41�PPLY MA7ER5lEO•
J. ACCONoINo TO TSE CO A OF i ,area ET BIS MEBSIIE, THESE RMPERTIES 00 NOT LIE WITHIN AN AMILSA.Tl1iUL-FORESTAL DISTRICT.
K. USER PaRtENTREWM GMY POLICY PUBLIC MATl3T AIO/OR SEWER fiERYICE WIS.1. NOT OE AVAILABLE TO 7HI9 PROPFAfY.
L. THE APPROKINATE LOCATIWS 0k TiE STREAS6 C STREAM BUFFflS 6NIOIM 1ElE0N WERE TAKEN FROM THE ALBDUN.E COUTY OIB WEBSITE DATA A18) SHALL 8E MANAGED IN ACCORDANCE WITH THE ALBPNAH.E
Notes: ((��
1, GWHRIfE� E08TA LEGAL ROUKHCES
P.O. BOIL 359. KEEWf VIRBIMA 229{8
T.N. t12-3fA1 T. M. if2-30A2
13 753-3!89 ANo O.B.f99Y131 C 132 PLAT D. B.763-369,373 PLAT. D.B.1999-f3f C 132 PLAT S 0.8.233SYfO6 6 307 PLAT
2. THE 50UOARY CATA SHOWN HEREON I9 BASED ON A CU%HENT FIELD SURM.
3. T.M. 112-30A1 19 96 T TO AN EASEMENT TO APPALACHIAN POWER COMPANY M-3-213-311).
�. T.N.12-9OA2 IS SUB.ECT TO TSE FOI.LOMIIK;e (p
B; AN SEASEtENTTOTO�I�NiRALI TEL SE L'WPANY OF4YI�RGINIADT.B./S1I ,6 0.8.233-31<) . 1
B. NO TITLE REPCRT RFINUM. ALL EASEMENTS KNMN BY HE ARE SHOWN OR NOTES HEREON. THIS PROPERTY I9 SUBJECT TO ANY ADDITIONAL CONDITIONS. UTILITDS. EASEIENT9. AND/OR COVENANTS THAT MAY EXIST.
B. ACREAGES BEFORE THIS f%RiAL ABDIY1920N PLAT:
T. M. 112 -SOAR• 73.{9 ASZE9 �I�CIIYFIii FIELD 61
-T.M.112-3OA2. 360.63-/- ACfiFB IAB PER TA%ATION 91.
7. 9HOU.0 AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR OEVFLOPMENT RIGHTS EXIST, THE INTENT OF THIS PLAT 19 NOT TO COMBINE EX
PARCELS OR TINGUISH
OEVFLOPIQ1f RI6HT5.
i
COMPRISED OF APQRTI TION OF T.M.112-30A2,
8. CwTAIN NBA40AI3�1
PARCEL ACRES
A PORTION OF TAX MAP 112 PARCEL 30Ai,
AND
PARCEL C.CONTAININ8 97.89 ACRES
A PORTION CF TAX MAP 112-3OA2
THE PROPERTIES OF BEATRICE OST-KUTTNER
KNOWN AS ESTOUTEVILLE
SO
NEW 75'PERXANENT ACCESS EASEKENT ON PARCEL A
NEW 100'MIOE PERPETUAL EASEKENT RESTRICTING THE CONSTRUCTION OF PHYSICAL STRUCTURES
OR THE HARVESTING OF TREES ON PARCEL A AKD PARCEL B
LOCATED ON STATE ROUTE 827?(�RYS PATH)) , STATE ROUTE 712 LANK ROAD) AND GREENKCNT FARM
SCOTTSVILLE MAGISTERIAL DISTRICT
u B01ARg E COUNTY, VIRGINIA
DATE: DECEMBER 19. 2D17
SCALE: 1' -260•
FOR
OR
JAMES B
STEVE MINAIU)IR1S.
ANA
REV
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OST
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SWy4'33'M i �,.
'ed Wen si#p
ased House She
POND
Lia p aeo 0
Scale P= 3UU' .- Soil Frotile Hole
House, Well and Drain Field Sites
Parcel A
A Division of Tax Map 112-30A1
Albemarle County, Vir 'ria
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
FOR
REVm
HEALTH DEPARTMENT COPY
NOT FOR RECORDATION
E
i'
DATE & 2017
T.M.112-A2
A6NCRAYWA 1
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SWy4'33'M i �,.
'ed Wen si#p
ased House She
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Lia p aeo 0
Scale P= 3UU' .- Soil Frotile Hole
House, Well and Drain Field Sites
Parcel A
A Division of Tax Map 112-30A1
Albemarle County, Vir 'ria
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
STREW/ / r.Ng. �s 30A j
AT.00 /// o.e.zioe a�Q°so7 PUT '
T.M.112-A2
B7Z70Wllf PAPM
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SWy4'33'M i �,.
'ed Wen si#p
ased House She
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A Division of Tax Map 112-30A1
Albemarle County, Vir 'ria
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
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steve Goode Cbi> [ting=Geologist
703 Oliver Creek Road
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Troy, Virginia 229741
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