HomeMy WebLinkAboutSUB202300098 Approval - Agencies Final Plat 2023-08-08lip.' �L � y j`" � � • � ,
COMMONWEALTH of VIRGINIA
In Cooperation with the Blue Ridge Health District ALBEMARLE — CHARLOTTESVILLE
State Department of Health FLUVANNA COUNTY (PALMYRA)
1138 Rose Hill Drive GREENE COUNTY (STANARDSVILLE)
Phone (434) 972-6219 LOUISA COUNTY (LOUISA)
Fax (434)972-4310 P. O. Box 7546 NELSON COUNTY tLOVINGSTON)
Charlottesville, Virginia 22906
August 8, 2023
Syd Shoaf
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902-4596
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite
Sewage Systems for Tax Map 112-9located in Albemarle County, Virginia
(SUB202300098).
Dear Mr. Shoaf:
On July 24, 2023, 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 ill
accordance with the provisions of the Code of Virginia, the Selvage 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: Stephen 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,
�N J. o4—,
Travis T. Davis, OSE
Environmental Health Specialist, Sr.
Commonwealth of Virginia
Application for Subdivision Review
(Page I of 2 to be filled out by the Owner or Agent)
Owner Llandaff Farm LLC
Mailing Address 1685 Owensville Road
Charlottesville, VA 22901
Developer/Agent Steve Gooch
Mailing Address 703 Oliver Creek Road
VA 22974
AOSE Steve Gooch
Mailing Address 703 Oliver Creek Road
VA 22974
VDH use Only
Health Department ID#
Due Date
Phone (404) 849-4750
Phone
Fax
Phone (434)531-0487
Phone
Fax
Phone
Phone
Fax
Directions to Property: From Charlottesville take Scottsville Rd. (Rt. 20) South to 4319 Scottsville Rd. on left
Name of Proposed Subdivision
Tax Map
112-9
Other Property Identification Llandaff Farm
(434)531-0487
Dimension/Acreage of Property 19.8 Ac.
Number of lots proposed 3 Proposed water source (note: new or existing, public or individual) new, existing, individual
General size of lots 2.27 Ac. 7.12 Ac., 10.41 Ac.
Additional description
Overview of soils and geology (optional but encouraged)
range if appropriate)
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.
1 //L7,
Date
Cum moik th of Virginia " se 0*—
AppHcudon for SubdiA don Review DUO °et0
(page 2 of 2 to he filled out by the county official requeming a VDH review)
County Moe WAIWng ("t
Contact ft4viduel ,_ Phone
LOW offio" of tho Ivirginii Diippt am of Heft may envier+ subdividon spplioedons for ootaplktm with irate Lulea and
rapWortagorwm4sawage ttwhaanl and divmd and private waac ety+plim oompiiance with loci ordinance governing
aewniga trs*m* apt aad prtwa wsWt�tppI1os aid potentially for oompltanoo with other local ordinance, Please
indlea the abare of t�ou US asking the het 6t department to conduct,
1. Review fbr conftt#nanoe with the Sewage Handling erd Dlepoeal Regulations
2. Review tot conformance with local onsite wastewater ordinances
3. Othor (describe below)
acne and title o ;equator Date
Og6 Form F Revised MIM19
Soils Study for Drain Field Sites
Lots A-C
A Division of Tax Map 112-9
Albemarle County
SUB202300098
Prepared for:
Llandaff Farm, LLC
1685 Owensville Road
Charlottesville, VA 22901
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
July 3, 2023
Page 1 of 5
OSE/PE Report for:
Construction Permit 1-1 Certification Letter F Subdivision Approval
Property Location:
911 Address: 4319 Scottsville Road City:
Lot A Section Subdivision
GPIN or Tax Map # 112-9 Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Llandaff Farm, LLC
Street: 1685 Owensville Road
City: Charlottesville
State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
License # 1940001284
City Troy
PE Name:
Address
State VA Zip Code 22974
License #
City
State Zip Code
Date of Report 6/30/23 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 Paqe
Soil Profile Sheet
Soil Information Summary Sheets
Abbreviated Design Forms
Plat
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
❑ The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in Code of Virginia Section 541-402.11
I recommend that a (select one): nstruction permit certification letter subdivision approval✓
be (select one) issued denied " .
OSE/PESignature 6t >e- inc* A Date 6(3oIL3
?uyC- z of-5
Soil Profile
Reserve Drain Field
Lot A
A Division of Tax Map 112-9
4319 Scottsville Road
Albemarle County
Hole
Depth
Horizon
Material Description
Soil Texture
(in.)
Group
1
0-2
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
2-45
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
45-82
Cl
Yellowish red (5YR 5/8) clay loam, friable
3
82-120
C2
Strong brown (7.5YR 5/8) clay loam, friable
3
2
0-3
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
3-36
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
36-84
C
Yellowish red (5YR 5/8) silty clay loam, friable
3
3
0-9
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
9-40
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
40-54
C 1
Reddish brown (2.5YR 5/4) clay loam, 25% weathered 3
greenstone fragments, friable
54-84
C2
Yellow (10YR 7/8) silt loam, friable
3
4
0-3
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
3-30
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
30-65
Cl
Yellowish red (5YR 5/8) silty clay loam, friable
3
65-120
C2
Strong brown (7.5YR 5/8) clay loam, friable
3
Page ') of S
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 5/8/23 Submitted to Albemarle County Health Department
Applicant LLandaff Farm, LLC Telephone Number (404) 849-4750
Address 1685 Owensville Road Charlottesville, VA 22901
Owner Same Address Same
Location 4319 Scottsville Road
Tax Map 112-9 Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? r Yes r 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) r No r Yes inches
5. Free water present FX- No F- Yes range in inches
6. Soil percolation rate estimated r Yes Texture group 1 II III IV
r No Estimated rate 75 min/inch
7. Permeability test performed F- Yes
ix No
If yes, note type of test performed and attach
(x Site Approved: Drainfield to be placed at 60"-98" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1 F- Position in landscape subject to flooding or periodic saturation.
2. r 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. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. F- Proposed system too close to well.
7. r Other Specify
(attach additional pages if necessary)
) :>p lc- V Oc -:�
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the O primary and reserve area, ❑ only the primary area, Or6niy the reserve
area (check one) for Lot A —A Division of Tax Map 112-9 (4319 Scottsville Road)
Design Basis
Total length of available area: 55' Total width of available area: 35'
Estimated Perc. Rate: 75 at 60"-98" in. (depth) Number of bedrooms (or GPD): 3
1 z
Conveyance Method : Pub Distribution method (specify): Pump
3c
Dispersal system basis VDH Loading Rate Guidance Table LGMI required? No (Yes/No)
Effluent quality required: Advanced Secondary (TL 3) (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 341
Pad
Linear loading rate — 0.44 gpd/sgfi
Area Calculations
Number of pads 1
Width of pad: 21'
Reserve required? This is reserve
Total width of absorption area required 21'
Total trench bottom area required: 1023
Length of pad: 50'
Center to center spacing: n/a
Percent reserve area required: 100
Total trench bottom area provided: 1050
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
�42 2G J•/ G '
•`� '� PROPOSED DRAIN FIELD AREA u•%' 7
(PRIMARY AND RESERVE, FOR y 1472457'
3 BEDROOM Hot SE) \ 03 ,122, 94'
by
co
EXISTING DRAIN FIELD (APPROX. ? .O . J
HEALTH DEPT. PERMIT SD 90-333
'20'419'W 266,41'/l
910
EXISTING DR-41N FIELD (APPROX.) �'% EXISTING DRAIN FIELD (APPROX,)
HEALTH DEPT. PERMIT 112-9 (1974 HEALTH DEPT. PERMIT 101-08-0293
tie � � ►� ��. p�+ i ,y / w
1 w001
Q I p,
Y-1�' to
PROPOSED RESERVE
.1,y Ep i E Q I w DRAIN FIELD AREA
✓/ 1D '(�`,� p i' �' PROPOSED DRAIN
PROPOSE 7 FIELD AREA
WELL
Al
I
103. 3'
I
I r
`>1 ti 1 ;wig
I
11 OVEAHEA0 UTILITY LINE
t Scale 1 '= 100' _. - Soil Profile Hole
1 House Well and Drain Field Sites
,L •., Lot A "
A Division of Tax Map 112-9
Albemarle Coun ,VA �3' ^�.---
�_ '%;NSteve Gooch Consulting Geologist
703 Oliver Creek Road
ti Troy, Virginia22974'��'
A _
Page 1 of 8
OSE/PE Report for:
Construction Permit 0 Certification Letter D Subdivision Approval
Property Location:
911 Address: 4321 Scottsville Road
Lot B Section Subdivision
GPINor Tax Map # 112-9
Latitude
Health Dept ID #
Longitude
Applicant or Client Mailing Address:
Name: Llandaff Farm, LLC
Street: 1685 Owensville Road
City: Charlottesville
State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
License # 1940001284
City Troy
PE Name:
Address
State VA Zip Code 22974
License #
City
State Zip Code
Date of Report 6/30123 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 Sheets
Soil Information Summary Sheets
Abbreviated Design Forms
Plat
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
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) issued Q// denied d . ,�,��/
OSE/PE Signature - 2tg-� A!, = - Date
Pa7'- z af= F
Soil Profile
Primary Drain Field
Lot B
A Division of Tax Map 112-9
4321 Scottsville Road
Albemarle County
Hole
Depth
Horizon
Material Description
Soil Texture
(in.)
Group
7
0-4
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
4-35
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
35-60
Cl
Yellowish red (5YR 5/8) clay loam, friable
3
60-120
C2
Strong brown (7.5YR 5/8) silt loam, friable
3
8
0-4
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
4-30
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
30-72
BC
Red (2.5YR 5/8) clay loam, yellowish red (5YR 5/8)
silt 3
loam, friable
72-120
C
Strong brown (7.5YR 5/8) silt loam, friable
3
9
0-5
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
5-37
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
37-57
Cl
Yellowish red (5YR 5/8) clay loam, friable
3
57-120
C2
Strong brown (7.5YR 5/8) silt loam, friable
3
Page 3 of _2;
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 5/8/23 Submitted to Albemarle County Health Department
Applicant LLandaff Farm, LLC Telephone Number (404) 849-4750
Address 1685 Owensville Road Charlottesville, VA 22901
Owner Same Address Same
Location 4321 Scottsville Road
Tax Map 112-9 Subdivision
Block/Section Lot B
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? fX Yes r No
Describe shoulder
2. Slope 19
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) fX No f Yes inches
5. Free water present FX- No F- Yes range in inches
6. Soil percolation rate estimated FX- Yes Texture group 1 II II IV
i- No Estimated rate 60 min/inch
7. Permeability test performed f Yes
No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 60-108" depth at site designated on permit.
F- Site Disapproved:
Reasons for rejection:
1 F- Position in landscape subject to flooding or periodic saturation.
2. F- Insufficient depth of suitable soil over hard rock.
3. F- Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. I- Proposed system too close to well.
7. i- Other Specify
(attach additional pages if necessary)
?u7� Y cji;--
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, H"only the primary area, O only the reserve
area (check one) for Lot B — A Division of Tax Map 112-9 (4321 Scottsville Road)
Design Basis
Total length of available area: 40' Total width of available area: 25'
Estimated Pere. Rate: 60 at 60"-108" in. (depth) Number of bedrooms (or GPD): 3
1 2
Conveyance Method : Pump Distribution method (specify): Pump
3c
Dispersal system basis VDH Loading. Rate Guidance Table LGMI required? No (Yes/No)
Effluent quality required: Advanced Secondary (TL 3) (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 273
Pad
Linear loading rate — 0.55 gpd/sgft
Area Calculations
Number of pads 1
Width of pad: 21'
Reserve required? Yes
Total width of absorption area required 21'
Total trench bottom area required: 819
Length of pad: 40'
Center to center spacing: n/a
Percent reserve area required: 100
Total trench bottom area provided: 840
The required width is calculated by multiplying the center -to -center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
Page _ of
AOSE Form E Revised July 18, 2007
jvuh� S�F$
Soil Profile
Reserve Drain Field
Lot B
A Division of Tax Map 112-9
4321 Scottsville Road
Albemarle County
Hole Depth
Horizon
Material Description
Soil Texture
(in.)
Group
5 0-4
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
4-25
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
25-66
Cl
Strong brown (7.5YR 5/8) clay loam, friable
3
66-102
C2
Yellow (1 OYR 7/8) loam, 10% greenstone fragments
2
below 96"
102-
R
6 0-6
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
6-23
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
2347
Bt2
Red (2.5YR 5/8) clay loam, friable
3
47-70
Cl
Strong brown (7.5YR 5/8) clay loam, friable
3
70-120
C2
Yellowish brown (01YR 5/8) silt loam, friable
3
9 0-5
A
Dark reddish brown (2.5YR 3/3) clay loam, friable
3
5-37
Bt
Red (2.5YR 4/6) silty clay loam, firm
3
37-57
C1
Yellowish red (5YR 5/8) clay loam, friable
3
57-120
C2
Strong brown (7.5YR 5/8) silt loam, friable
3
Page & of ;;:
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 5/8/23 Submitted to Albemarle County Health Department
Applicant LLandaff Farm, LLC Telephone Number (404) 849-4750
Address 1685 Owensville Road Charlottesville, VA 22901
Owner Same Address Same
Location 4321 Scottsville Road
Tax Map 112-9 Subdivision
Block/Section Lot B
SOIL INFORMATION SUMMARY . ?
1. Position in landscape satisfactory? ix Yes r No
Describe shoulder
2. Slope 8 %
3. Depth to rock or impervious strata: Max. 120"+ Min. 102" None
4. Depth to seasonal water table (gray mottling or gray color) FX- No r Yes inches
5. Free water present fX No r- Yes range in inches
6. Soil percolation rate estimated fx Yes Texture group 1 II III IV
I- No Estimated rate 60 min/inch
7. Permeability test performed F- Yes
No
If yes, note type of test performed and attach
(x Site Approved: Drainfield to be placed at 59"_90„ depth at site designated on permit.
F- Site Disapproved:
Reasons for rejection:
1 F— Position in landscape subject to flooding or periodic saturation.
2 F— 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. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6• r Proposed system too close to well.
7. F— Other Specify
(attach additional pages if necessary)
1�4� 7v�8
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, O only the primary area, manly the reserve
area (check one) for Lot B — A Division of Tax Map 112-9 (4321 Scottsville Roadl
Design Basis
Total length of available area: 30' Total width of available area: 30'
Estimated Perc. Rate: 60 at 59"-9011 in. (depth) Number of bedrooms (or GPD): 3
Conveyance Method: Pump Distribution method (specify): Pump`
Dispersal system basissc VDH Loading Rate Guidance Table LGMI required? No (Yes/No)
Effluent quality required: Advanced Secondary (TL 3) (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 273 Total trench bottom area required: 819
Pad
Linear loading rate — 0.55 gpd/sgft
Area Calculations
Number of pads 1
Width of pad: 30'
Reserve required? This is reserve
Total width of absorption area required 30'
Length of pad: 30'
Center to center spacing: n/a
Percent reserve area required: 100
Total trench bottom area provided: 900
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
OV? 26 aw "
o (-
J
L,FIELD (APPRORMITSD90.333
2136.41'
EXISTING ING DRAIN FIELD
HEALFH DEPT. PERMIT
N
its
� I Ii ai ry
N Z
-_'1
PROPOSED DRAIN FIELD AREA
(PRIMARY AND RESERVE FOR
3 BEDROOM HOISE)
N0.
PROPOSED RESERVE
DRAIN FIELD AREA
PROPOSED -
WELL A
.V•
1 ,
l Scale 1 "_ 11 a Soil Profile Hole
House, Well and Drain Field Sites
Lot B
tip', „ti,' •' A Division of Tax Map 1 12-9
Albemarle Coun , VA
Steve Gooch Consulting Geologist
703 Oliver Creek Road
,d1 Troy, Virginia 22974
.m
N7z117'i-7 YE
PA,
lip
1 LySp tiQ
2 /
•'• EXISTING DRAIN FIELD (APPROX
HEALTH DEPT. PERMIT 101-M 029;
rrr PROPOSED DRAIN
FIELD AREA
Al
Page 1 of 5
OSETE Report for:
Construction Permit Certification Letter F-1 Subdivision Approval W1
Property Location:
911 Address: 4323 Scottsville Road City:
Lot C Section Subdivision
GPINor Tax Map # 112-9 Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Llandalf Farm, LLC
Street: 1685 Owensville Road
City,. Charlottesville
State VA zip Code 22901
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
License # 1940001284
City Troy
PE Name:
Address
State VA Zip Code 22974
License #
City
State Zip Code
Date of Report 6/30/23 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 Paqe
Soil Profile Sheet
Soil Information Summary Sheet
Abbreviated Design Form
Plat
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5.630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
❑ The work attached to this cover pace has been conducted under an exemption to the practice of en¢ineerinR, 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) issued denied L .
OSE/PE Signature -'� X mQ e— � Datea30LL3
PC(-�" Z 1rS
Soil Profile
Reserve Drain Field Area
Lot C
A Division of Tax Map 112-9
4323 Scottsville Road
Albemarle County
Hole Depth Horizon Material Description
(in.)
10 0-2 A Dark reddish brown (2.5YR 3/3) clay loam, friable
2-54 Bt Red (2.5YR 4/6) silty clay loam, firm
54-94 Cl Yellowish red (5YR 5/8) clay loam, friable
94-110 C2 Olive yellow (2.5Y 6/8) silt loam, 25% weathered
greenstone fragments
110- R
Soil Texture
Group
3
3
3
3
11 0-2 A Dark reddish brown (2.5YR 3/3) clay loam, friable 3
2-27 Bt Red (2.5YR 4/6) silty clay loam, firm 3
27-70 Cl Reddish brown (2.5YR 5/4) clay loam, friable 3
70-120 C2 Strong brown (7.5YR 5/8) clay loam, friable 3
12 0-3 A Dark reddish brown (2.5YR 3/3) clay loam, friable 3
3-30 Bt Red (2.5YR 4/6) silty clay loam, firm 3
30-50 Cl Yellowish red (5YR 5/8) clay loam, friable 3
50-68 C2 Reddish brown (2.5YR 5/4) clay loam, 30% weathered 3
greenstone fragments, friable
68- R
13 0-4
A
Dark reddish brown (2.5YR 3/3) clay loam, friable 3
4-31
Bt
Red (2.5YR 4/6) silty clay loam, firm 3
31-60
BC
Red (2.5YR 5/8) clay loam, olive yellow (2.5Y 6/8) silt 3
loam, 25% weathered greenstone fragments below 54"
60-
R
14 0-4
A
Dark reddish brown (2.5YR 3/3) clay loam, friable 3
4-40
Bt
Red (2.5YR 4/6) silty clay loam, firm 3
40-84
C
Strong brown (7.5YR 5/8) clay loam, friable 3
Page of `>
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 5/8/23 Submitted to Albemarle County Health Department
Applicant LLandaff Farm, LLC Telephone Number (404) 849-4750
Address 1685 Owensville Road Charlottesville, VA 22901
Owner Same Address Same
Location 4323 Scottsville Road
Tax Map 112-9 Subdivision
Block/Section Lot C
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? (x Yes F- No
Describe shoulder
2. Slope 15
3. Depth to rock or impervious strata: Max. 120'* Min. 60,E None
4. Depth to seasonal water table (gray mottling or gray color) rX No i— Yes inches
5. Free water present IX No F- Yes range in inches
6. Soil percolation rate estimated r Yes Texture group 1 II III IV
r No Estimated rate 75 min/inch
7. Permeability test performed r Yes
r No
If yes, note type of test performed and attach
r Site Approved: Drainfield to be placed at 42" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1 • I— Position in landscape subject to flooding or periodic saturation.
2 F- Insufficient depth of suitable soil over hard rock.
3. F- Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. i— Proposed system too close to well.
7 r Other Specify
(attach additional pages if necessary)
?4qe_ y OF -!;-
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, ZV6nly the reserve
area (check one) for Lot C — A Division of Tax Map 112-9 (4323 Scottsville Rd)
Design Basis
Total length of available area: 100, Total width of available area: 95'
Estimated Pere. Rate: 75 at 42" in. (depth) Number of bedrooms (or GPD): 1
Conveyance Methods: Pump Distribution method (specify): Pump`
Dispersal system basis30Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary
Square feet per bedroom: 596
Area Calculations
Number of trenches 10
Width of trenches: 3'
Reserve required? This is reserve
(Primary, Secondary, Advanced Secondary)
Total trench bottom area required: 2980
Length of trenches: 100'
Center to center spacing: 10,
Percent reserve area required: 500
Total width of absorption area required 93' 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 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
—U3 E
i3r26'
PROPOSED
FIELD AREA
tis '• `ti
re � Iri
y EXISTING DRAIN FIEL
HEALTH DEPT. PERM[
WELL
I
n
CY
0
y• �'S' O$
20'AC8.4NTEL.EASEMENT
t0. a. 275-529)
af9.79'
N7 437' 17'E 346. a,'
122,
ti w CELLCO PAPTNEASHIP I
35'UTILITY EASMINT
(0-5,4904
4j
l�
D (APPROX.):
T 101-08.0293
I , v�
PROPOSEDDRAINFIELDAREA
FOR 2 BEDROOM ADDITION To ,
EXISTING I BEDROOM HOUSE
AND 100%RESERVE)
w1 I
Scale I '= 100' • - Soil Profile Hole
House, Well and Drain Field Sites
Lot C
A Division of Tax Map 112-9
Albemarle County, VA
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
R
I
I
p
E�
W'II
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,LOTS A,B & C.
A DIVISION OF T.M.112-9,IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDERSIGNED OWNER(S),PROPRIETORS,AND/OR TRUSTEES,IF ANY.
FOR: LLANDAFF FARM,LLC
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
2023. BY
FOR: LLANDAFF FARM,LLC
NOTARY PUBLIC
MY COMMISSION EXPIRES :
FOR
REVIEW
NOTARY SEAL
LINE
DELTA
I RADIUS
I ARC
TANGENT
I CHORD
CHORD BEARING
C11
23-26-00"1
756.201
309.281
156.831
307.13
N48°14'30"W
C21
25-44-53--1
778.511
349.851
177.931
346.92
N47°03'345
LEGEND:
DENOTES APPROXIMATE LOCATION OF AREA WITHIN ZONE A
(100 YEAR FLOOD PLAIN)ACCOROING TO THE FEMA FLOOD
INSURANCE RATE MAPS,EFFECTIVE DATE FEBRUARY 4,2005
(COMMUNITY PANEL 510006 0420D).
-x- FENCE
T.M.112-8
IS IRON SET JACK BOCOCK,TRUSTEE OF THE
ANDREW BEIRNE CARTER
FAMILY GST-EXEMPT TRUST
D.B.4278-439
D.B.4010-147 4e5�
D.B.339-34 PLAT .-'
RED
HILL
ROAD
p6 5F. �0 1
,l, /OPP PG 0 P PNEpO
North 3856420
East 11468995
LINE
BEARING
DISTANCE
L1
N80°46'43"E
66.25
L2
N71°09'53"E
100.34
L3
N73°22'50"E
87.83
L4
N56°27'19"E
56.02
L5
N67°45'50"E
20.38
L6
N83°39'19"E
20.52
L7
S62°28'35"E
31.08
LB
N65°18'32"E
18.24
L9
N35°00'00"W
10.00
L10
N35°00'00"W
34.33
05,E
N66°�2
PIPE <-
FOUND f, Y
u
i/ ��pG !pQ• p
`Q .
0,
x
oi, " /
LOT A
POLE
7.12 ACRES
ccIr
PIPE
- f
H
cc
FOUND
�
N34'18'48"W
61.05'
\ VDH '
':::1'::'6::::%V.
MONUMENT
i:(: i:( i::..
\
61
T9Fq
F201
l
/SCOTTSVILLE
�c°9
YYY
ROAD
20
SCOTTSVILLE
ROAD
VDH
SITE `� MONUMENT
N59°57'26"W
627 116.98"
IRO
CARTERS
SE1
MOUNTAIN
ROAD \
CARTERS 1�1
BRIDGE Toe STATE ROUTE 20
SECRETARYS SCOTTSVILLE ROAD
20
ROAD 80'R/W(HWY.P.B.1-180) -
SCOTTSVILLE
ROAD
VICINITY MAP
SCALE: 1" = 2000'+/-
FOR
REVIEW
BRIAN S. RAY
Lic. No. 002281
06/23/2023
APPROVED FOR RECORDATION :
AGENT FOR THE BOARD OF SUPERVISORS
DATE
w
T.M.112-BA
JACK BOCOCK,TRUSTEE OF THE
ANDREW BEIRNE CARTER FAMILY
GST-EXEMPT TRUST
D.B.4278-439
D.8.218-182 PLAT
I
North 3856981 PIPE'
East 11469822 FOUND
6�
A03' 12
SET FEN ,WELL
9 WELL WELL Oo2
CARPORT S
tea. LOT B� 9T.
99.. 2.27 ACRE95
EXISTIN\ t.� �� S9
SEPTIC S6, DWELLING , ,> \;• •,� `S' F
TANKWHITE PAINT
YT (SEPTIC--�FLAG
(D-BOX) ' COUTN TANK) JfV LAG. �• `�\
FLAGJ PROPOSED
7 \�` `� POLE
POLE N�3 3S-eoxl DRAINFIELO h V' '`\ BARN-
�31 36 4 W AREAG 9 .1 �� \
EXISTING IRON 1' yFLAG , \
DWELLING SET ISFBAG FLA s`'`,
FLAG 3 E
PROPOSEDSED 5A 5.6 FRAME POUF t�2
E9. SHED ''o! IS, .- •G)�6: •\.
SEPTIC
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.112-9 IS ZONED RA(ENTRANCE CORRIDOR & FLOOD HAZARD OVERLAY).
B. LOT A IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
C. LOT B IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED.
D. LOT C IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
E. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,LOT A,LOT B & LOT C
EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE.
F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, THIS PROPERTY DOES NOT LIE WITHIN A
WATER SUPPLY WATERSHED.
G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, THIS PROPERTY DOES NOT LIE WITHIN AN
AG -FORESTAL DISTRICT.
H. SETBACK REQUIREMENTS: FRONT= 75'; SIDES= 25' & REAR= 35'.
I. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE
TO THIS PROPERTY.
J. THE APPROXIMATE LOCATIONS OF THE STREAM AND STREAM BUFFERS SHOWN HEREON WERE TAKEN
FROM THE COUNTY OF ALBEMARLE GIS DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
NOTES:
1. OWNERS,ADDRESS & LEGAL REFERENCES:
LLANDAFF FARM,LLC C/O MONTY HARRIS
1685 OWENSVILLE ROAD, CHARLOTTESVILLE,VIRGINIA 22901
INST. #202200004496, D. B. 1188-203 PLAT, D. B. 541-334 PLAT, D. B. 482-195 PLAT
D.B.272-135 PLAT,D.B.205-510 DESC. & D.B.199-93 PLAT.
2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
3. 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 THESE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS.
4. TAX MAP 112 PARCEL 9 IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA PUBLIC COMPANY(D.B.237-387).
B. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(D.B.281-364)
C. EASEMENTS TO CELLCO PARTNERSHIP AS DEFINED IN D.B.4904-711,
D.B.5624-687 & D.B.5624-702.
D. ASSIGNMENT AND ASSUMPTION OF GROUND LEASE AS DEFINED IN D.B.4598-188.
IRON E. A LEASE AGREEMENT AS DEFINED IN D.B.4275-528.
SET F. A 10'UTILITY EASEMENT(D.B.5440-553).
gA'
5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR
NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS,
GRAINFIELD. UTILITIES, EASEMENTS AND/OR COVENANTS THAT MAY EXIST.
AREA p IS AT \`, `,,\ c?
6.1'= "�
// 1120.2:_ 13.5' 20.00' \ ',\ 9 Tj• 6. ACREAGE BEFORE THIS SUBDIVISION PLAT: 19.80 ACRES.
FLAG 2-
E 512 fi FLAG 41.7 /• - 25. 1' POLE ,{(r}` �'•, �_ v. F
E�515.7 �?.- O.ROUND J SHED
L1 ,.pVE� P CCASINGEJ EXISTING TOWER 9s T9 �O9cc 2�
;_ ` DP (SEPTIC) DWELLING
IRON SET TEL. FLAG� c�jSF9s
AT 20.00' PED 11 _ - CELLCO p T q S F
���_� =516_-LAG PARTNERSHIP •9>L9�, c�B'yF
_ _ ' io LEASE AREA
PROPOSED __--- (D.B.Q90Q-711) 9�9 9
SEPTIC -�� _ - _ - - fsCK`�'Sf.
DRAINFIELO
AREA 50e-_ _ 50 OS
\ 5p4 LEASE AREA
(D.B.4275-528)
FLAG.-_, - NTELOS
12 �-500--.FLAG 10'UTILITY EASEMENT O�F�P /•
13 (D.B.4275-528)
LOT C 100 0 �tio�i ENS hoe~
O
PQeP / FOP
/ IRON
FOUND /•/
SPRING •�
cJ ELL HOUSE P`y T.M.112-9A
PUMP POND °p77j HOWARD BRAXTON
HOUSE I D.B.482-193,195 PLAT
\` IRON IRON
\ SET FOUND
N36 °31 ' 30"W S46 °02' 25"W
81.50' 108.20'
\ IRON.•
SET
GRAPHIC SCALE 1"=100'
0 100 200 300
GL
100 OAP P /
V�
CD Pam'
` o0
IRON North 3855963
FOUND East 11470060
THIS PLAT NOT FOR RECORDATION
COPY SHOWING CONTROL POINTS
TO SUBMETER ACCURACY
TIED TO NORTH AMERICAN
DATUM OF 1983 (NAD83)
VIRGINIA SOUTH SPC
NTELOS 103.3'
TOWER SETBACK
(O. B. 4275-528)
X ON North 3856364
SOAPSTONE East 11470362
T.M.102-17D
PARCEL B
ANDREW BEIRNE CARTER,
TRUSTEE OF THE ANDREW BEIRNE CARTER
REVOCABLE TRUST,DATED OCTOBER 18,1995
D.B.4310-412
D.B.438-281 PLAT
HEALTH DEPARTMENT COPY
NOT FOR RECORDATION
SUBDIVISION PLAT
LOT A, LOT B & LOT C
A DIVISION OF TAX MAP 112 PARCEL 9
THE PROPERTY OF LLANDAFF FARM,LLC
LOCATED ON STATE ROUTE 20(SCOTTSVILLE ROAD)
NEAR CARTERS BRIDGE
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY,VIRGINIA
SCALE: 1" = 100' DATE: JUNE 23, 2023
FOR:
LLANDAFF FARM,LLC
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
ti