HomeMy WebLinkAboutSUB201500010 Approval - Agencies i V4PRp
ED
C•MMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
FLUVANNA COUNTY(PALMYRA)
State Department of Health 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434)972-4310
Charlottesville, Virginia 22906
February 3,2015
Ellie Carter Ray, Senior Planner
County of Albemarle
401 McIntire Road
Charlottesville,VA 22902
RE: Review of Proposed Subdivision Plat as part of Tax Map 71-22C, located in Albemarle
County,Virginia.
Dear Ms. Ray:
On January 22,2015,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
*New 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; Onsite Soil Evaluator Number 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.
Since ely,
ST :. �, ro
Enviro ental Health Spe 'aliisr.
Onsite Sewage and Wate rograms
�oF A
o��IIIIIIH , I PPROID
`IP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Date: 1/22/15 1REC I V E
Environmental Health Services
Teresa Batten JAN 2 3 2015
Virginia Department of Health
1138 Rose Hill Drive ¢ S Vie
Charlottesville,VA 22906
Regarding:
Project Name: SUB 2015-00010 Barbara R. Studholme—Rural Subdivision
Date Submitted: 1/22/15
Dear Ms. Batten:
,r The County of Albemarle has received application to develop/subdivide Tax Map 71 Parcel 22C.
This project requires Health Department approval prior to receiving final County approval. The
applicant has provided a soils report, which is attached. Please review the proposal for suitable
subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4,
and Chapter 14, Section 310 of the Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
Sincerely,
edu_ 6. eat
Ellie Carter Ray, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
erayga,albemarl e.org
(434)296-5832, ext 3432 phone
(434)972-4126, fax
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
January 19, 2015
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 A and B
A Rural Division of Tax Map 71-22C
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.
Gj��-mac.
,*rrk
Steve Gooch
Encl.
Commonwealth of Vir ' inia 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) `i PP
ReyED
Nter
Owner Barbara Studholme Phone (434)466-1701
Mailing Address P.O.Box 57 Phone
Batesville,VA 22924 Fax
Developer/Agent Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,VA 22974 Fax
AOSE Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,VA 22974 Fax
Directions to Property: From Charlottesville Rt 29 South,right on Plank Road thru Batesville to 7124 Plank Road on right
Name of Proposed Subdivision
Tax Map 71-22C Other Property Identification Dimension/Acreage of Property 22.96 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,existing,individual
General size of lots 8.22 Ac,and 14.74 Ac. (give range if appropriate)
Additional description of subdivision
Now
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
Jose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite
'§bil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved.
digit
Signature of Owner/Ag nt Date
Commonwealth of Virginia Health Deparnne�nt Use Only
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
P14 ppm
„ n
Soils Study for Drain Field Sites
Parcels A and B
A Rural Division of Tax Map 71-22C
Albemarle County
Prepared for:
Barbara Studholme
P.O. Box 57
Batesville,VA 22924
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy,Virginia 22974
January 19, 2015
Page 1 of 8
OSE/PE Report for:
N"" Construction Permit 1 1 Certification Letter J Subdivision Approval I• 1
Property Location:
911 Address: 7124 Plank Road City: Batesville
Lot A Section Subdivision
GPIN or Tax Map# 71-22C Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Barbara Studholme
Street: P.O. Box 57
City:Batesville State VA Zip Code 22924
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
'vow Address
City State Zip Code
Date of Report 1/19/15 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Forms
Soil Profile Sheets Survey Plat
Soil Information Summary Sheets
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 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.
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 111 subdivision approval 51
be(select one)issued Q denied❑.
OSE/PE Signature �� G !3��""' Date i f(0c
Pct z Of 8
Soil Profile
Primary Drain Field
Parcel A
A Division of TM 71-22C
itme Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown(7.5YR 4/3) clay loam 3
5-24 Bt Red(2.5YR 5/8) silty clay loam 3
24-60 Bt2 Yellowish red(5YR 5/8) silty clay loam 3
2 0-6 A Brown(7.5YR 4/3) clay loam 3
6-34 Bt Yellowish red(5YR 5/8) clay loam 3
34-60 C Brownish yellow(10YR 6/8)to light olive brown 2
(2.5Y 5/6) sandy loam
3 0-6 A Brown(7.5YR 4/3) clay loam 3
6-24 Bt Strong brown(7.5YR 5/8) clay loam 3
24-52 BC Red(2.5YR 5/8) clay loam and yellowish brown 3
(10YR 5/8) sandy loam
52-62 C Brown(7.5YR 4/4) sandy loam gneiss saprolite 2
62- Cr
4 0-6 A Brown(7.5YR 4/3) clay loam 3
„,, 6-32 CB Strong brown(7.5YR 5/8) sandy loam and red(2.5YR 5/8) 2
clay loam
32-40 Bt Red (2.5YR 5/8) clay loam 3
40-84 C Brownish yellow(10YR 6/8) loam 2
5 0-4 A Brown(7.5YR 4/3) clay loam 3
4-20 Bt Strong brown(7.5YR 5/8) clay loam 3
20-43 BC Yellowish red(5YR 5/8) sandy clay loam 2
43-60 C Yellowish brown(10YR 5/6) sandy loam 2
6 0-7 A Brown(7.5YR 4/3) clay loam 3
7-30 Bt Strong brown(7.5YR 5/8) clay loam 3
30-42 Bt2 Red(2.5YR 5/8) clay loam 3
42-60 C Yellowish red(5YR 5/8) sandy loam with quartz 2
7 0-7 A Brown(7.5YR 4/3) clay loam 3
7-30 Bt Reddish brown(2.5YR 4/4) clay loam 3
30-42 CB Yellowish red(5YR 5/8) sandy clay loam 2
42-60 C Light olive brown(2.5Y 5/6) sandy loam 2
8 0-5 A Brown(7.5YR 4/3) clay loam 3
5-22 Bt Strong brown(7.5YR 5/8)clay loam 3
22-40 BC Yellowish red(5YR 5/8) sandy clay loam 2
`”' 40-60 C Yellowish brown(10YR 5/6) sandy loam with gneiss 2
fragments below 54"
60- Cr
Page T7 of F
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Nary
Date 1/19/15 Submitted to Albemarle County Health Department
Applicant Barbara Studholme Telephone Number (434)466-1701
Address P.O. Box 57 Batersville,VA 22924
Owner same Address same
Location 7124 Plank Road
Tax Map 71-22C Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY - P,flwlavi 0 r7.4.1vt 5•4P-Pck
1. Position in landscape satisfactory? iX Yes No
Describe side slope
2. Slope 19 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 60" None
4. Depth to seasonal water table(gray mottling or gray color) iX No Yes inches
Free water present ■X No Yes range in inches
Soil percolation rate estimated X Yes Texture group I II II IV
i No Estimated rate 65 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.
Other Specify
Niaw-
(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, Only the primary area, ❑ only the reserve
area(check one)for Parcel A —A Rural Division of TM 71-22C(Property ID).
Design Basis
Total length of available area: 100' +50' Total width of available area: 65'
Estimated Perc. Rate: 65 at 36' in. (depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : Gravi Distribution method (specify): Gravity_
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Prima (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 496 Total trench bottom area required:_1488
Area Calculations
Number of trenches 6(4 100's+2 50's) Length of trenches:_100'+50'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 48' 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.
err Page of
AOSE Form E Revised July 18,2007
Soil Profile
Reserve Drain Field
Parcel A
A Division of TM 71-22C
Now Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
9 0-6 A Brown(7.5YR 4/3) clay loam 3
6-60 Bt Red(2.5YR 5/6) silty clay loam 3
10 0-6 A Brown(7.5YR 4/3) clay loam 3
6-40 Bt Brown(7.5YR 5/3) sandy clay loam 2
40-60 Bt2 Red(2.5YR 5/6) silty clay loam 3
11 0-6 A Brown(7.5YR 4/3) clay loam 3
6-30 Bt Strong brown(7.5YR 5/8) sandy clay loam 2
30-60 Bt2 Red(2.5YR 5/8) clay loam, brown(7.5YR 5/3)redox 3
mottles
12 0-4 A Brown(7.5YR 4/3) clay loam 3
4-60 Bt Red (2.5YR 5/6) silty clay loam 3
13 0-6 A Brown(7.5YR 4/3) clay loam 3
6-38 Bt Red(2.5YR 5/6) silty clay loam 3
No.• 38-60 Bt2 Reddish brown(5YR 5/4) sandy clay loam 2
Page G of F
Appendix 2
Soil Summary Report GENERAL INFORMATION
Date 1/19/15 Submitted to Albemarle County Health Department
Applicant Barbara Studholme Telephone Number (434)466-1701
Address P.O. Box 57 Batersville, VA 22924
Owner same Address same
Location 7124 Plank Road
Tax Map 71-22C Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY - R��� paw&
1. Position in landscape satisfactory? R Yes i" No
Describe side slope
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) No X Yes inches 30"
ree water present IX No i- Yes range in inches
6 Soil percolation rate estimated 'X Yes Texture group I II II 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 12" 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)
IIuc ? OS
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, C3'only the reserve
area(check one)for Parcel A —A Rural Division of TM 71-22C (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 45'
Estimated Perc.Rate: 90 at 12" in.(depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 424 Total trench bottom area required: 4465*
* Includes 17% increase for slope
Now
Area Calculations
Number of trenches 23 Length of trenches: 100'
Width of trenches: 1' Center to center spacing: 2'
Reserve required?_This is reserve_ Percent reserve area required: 100
Total width of absorption area required 44; Total trench bottom area provided: 4600
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
,HORD CHORD BEARING
52.98 N61 '06'48"W`
74. 15 N66'03'43"W
111 ^2 N68'38' 15"W
Noiew
T.M.71-22
/ CREEK WOODS. LLC
D.B.3428-464
J 0.5.3719-612 & 613 PLA
N35 27'45"E J O.B. 1511-207 PLAT
67'4 IRON FOUND D.B. 1176-68 PLAT
0.8. 1077-696 PLAT
N08'29'05"E .•83 ,04 - RON SET 0.8.873-431 THRU 434 PL
48.81' 23
N17'02' 15"E n.:- .:.' n S6,v'S
123.89' --------1.:::::.:.::: o t•9
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005 N14 '01155, .. ,. 9t9 6S. .
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N36'48'45"E : AREA1°0 CO BUFFER �, .. FOUND
187.71'�.r,.:.:.•:-:-:-::•:.:•.:::•.•. Z ::::�0 , S32 •
:':' 10
• et—:4•: 12 IRON SET m...............�
N26 '06' 15" ; :-:- :•:':-:'::•:-:•:':• -';' 13G - PARCEL B ; :•.•...:.:._.•.:.•.•
=:: . w 14. 74 ACRES c ::::: : / ,
4,::*.':':'.':',':'...*:':':':':':*:*::':*.: FLAG Q YTi . .
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LU 3 _
8,22 ACRES¢ .; FLAG IRON SET AT PExist 11 ell ;/�'
R. .... a la�►h`5 s
N62 '35'45"W :..+ .� ' 1 �, as
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6'35' ' .'.'- i AG FLAG G App�j�� / njP
.'.'.'.•.•.•7. ' . FLAG 8 FLAG SEPTIC i I - " /
:.:.:.:.:.:.....:.:.:.:...IRON SET 4 ss 0RAINFIIELD
1
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18 WHITE PINE
FLAG '; ';`-- FLAG ;• 6
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N35'41'05"E �\ ' +� r 1: s 171 '37'05"W
157.81' ptz.. `.:n >,_r:! • : 14
. K q0 tom, J "V'' AT 36"SYCA RE i 177. 19'
N68 56'S5"W
Existing
295.04' SET `
IRON C.1„ 419 �P�tV i) Se
SET IRON \����•�°!y / S2296.73'
SET B��A.4gs /
Scale 1"= 100' •- Soil Profile Hole 'es.., ,s` i
House, Well and Drain Field Sites HEALTH DE
Parcel A %' NOT FOR
A Division of Tax Map 71-22C
Albemarle County,Virginia _
1200 ' Steve Gooch Consulting Geologist
703 Oliver Creek Road ROGER W.RI
Troy, Virginia 22974 1717-1 B
600 CHARLOTTESVI
TELEPHONE:
Page 1 of 5
OSE/PE Report for:
Construction Permit ri Certification Letter Fl Subdivision Approval 1. 1
Property Location:
911 Address: 7124 Plank Road City: Batesville
Lot B Section Subdivision
GPIN or Tax Map# 71-22C Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Barbara Studholme
Street: P.O. Box 57
City:Batesville state VA Zip Code 22924
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Now Address
City State Zip Code
Date of Report 1/19/15 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 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.
71 1 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): construction permits certification letter❑ subdivision approval 0
.r„r,, be(select one)issued Q denied❑.
OSE/PE Signature 517-e-IJ.Z �r�j"'" _ Date
Soil Profile
Reserve Drain Field
Parcel B
A Division of TM 71-22C
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
14 0-4 A Brown(7.5YR 4/2) clay loam 3
4-40 Bt Brown(7.5YR 4/4) clay loam 3
40-84 C Yellowish brown(10YR 5/6) loam 2
15 0-4 A Brown(7.5YR 4/2) clay loam 3
4-32 Bt Brown(7.5YR 4/4)clay loam 3
32-84 C Dark yellowish brown(10YR 4/6) loam 2
16 0-6 A Brown(7.5YR 4/2) clay loam 3
6-38 Bt Brown(7.5YR 4/4) clay loam 3
38-48 CB Strong brown(7.5YR 5/8)loam, red(2.5YR 5/8)clay loam 2
48-84 C Dark yellowish brown(10YR 4/6) loam 2
17 0-5 A Brown(7.5YR 4/2) clay loam 3
5-42 Bt Brown(7.5YR 4/4) clay loam 3
42-70 Cl Yellowish brown(10YR 5/6)to yellowish red(5YR 5/8) 2
loam
�•- 70-84 C2 Light yellowish brown(2.5Y 6/4) sandy loam 2
18 0-6 A Brown(7.5YR 4/2) clay loam 3
6-26 Bt Brown(7.5YR 4/4)clay loam 3
26-38 BC Reddish brown(2.5YR 5/4) clay loam 3
38-84 C Dark yellowish brown(10YR 4/6) loam 2
Page ; of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 1/19/15 Submitted to Albemarle County Health Department
Applicant Barbara Studholme Telephone Number (434)466-1701
Address P.O. Box 57 Batersville,VA 22924
Owner same Address same
Location 7124 Plank Road
Tax Map 71-22C Subdivision
Block/Section Lot B
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes - No
Describe side slope
2. Slope 8 %
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
Free water present iX No Yes range in inches
Soil percolation rate estimated X Yes Texture group I II I� IV
No Estimated rate 45 min/inch
7. Permeability test performed 7 Yes
5.<
If yes, note type of test performed and attach
'X Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
■ Site Disapproved:
Reasons for rejection:
1. r 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
`fir
(attach additional pages if necessary)
Puy-
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.
err
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, [ly the reserve
area(check one)for Parcel B —A Rural Division of TM 71-22C(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 45'
Estimated Perc. Rate: 45 at 60" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Gravi 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:_344_ Total trench bottom area required:_1376
Area Calculations
Number of trenches 5 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 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.
4s``"` Page of
AOSE Form E Revised July 18,2007
Ir c2Y
;HORD CHORD, BEARING
52.98— N61 '06'48"W
74. 15 N66'03'43"W
111.02 N68'38' 15"W
T.M.71-22
/ CREEK WOODS, LLC
13.B.3428-464
D.8.3719-612 & 613 PL/
D.8. 1511-207 PLAT
N35'27'45"f D.B. 1176-68 PLAT
63.79, IRON FOUND
D.B. 1077-696 PLAT
-e3 - RON SET 0.8.873-431 THRU 434 P1
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Proposed Reserve Drain Field Site �(q HEALTH DEI
Parcel B NOT FOR
A Division of Tax Map 71-22C `
Albemarle County,Virginia
1' 200 ' Steve Gooch Consulting Geologist
703 Oliver Creek Road ROGER W.RA
600 Troy,Virginia 22974 CHARL T ES I l
TELEPHONE:
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