HomeMy WebLinkAboutSUB201300022 Approval - Agencies Health Department Approval 2013-03-11 "C. s3 � t,
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COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE - CHARLOTTESVILLE
FLUVANNA COUNTY (PALMYRA)
State Department of Health 1138 Rose Hill Drive GREENECOUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone (434) 972 -6219 P. O. Box 7546 NELSON COUNTY (LOVINGSTON)
Fax (434) 972 -4310
Charlottesville, Virginia 22906
March 1 1 , 2013
Ellie Carter Ray, PLA, Senior Planner
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
RE: Review of Proposed Rural Subdivision Plat and attached Soils Information for
Individual Onsite Sewage Systems for TM 47 Parcel 11G
Dear Ms. Ray,
On February 25, 2013, 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, and the Sewage Handling and Disposal Regulations (12
VAC 5- 610 -10 et seq., the "Regulations "), (and local ordinances if the locality has authorized the local health
department to accept private evaluations for compliance with 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, AOSE #1940 000278. 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 is issued in reliance upon the certification that approved lots are suitable for
"traditional systems," however actual system designs may be different at the time construction permits are
issued.
This subdivision approval does pertain to the requirements of local ordinances.
Sincer ly,
AA"
Kelly L. Donahoe
Environmental Health Specialist Senior
,�j�j
RECEIVED FEB252013
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4 k Q l L 1]on ��_a _s�-
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D m o ; ty Development 2
401 McIn ire Roa s , ' oom 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Date: 2/20/2013
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2013 -00022 Richard M. Douglas — Rural Subdivision Plat
Date Submitted: 2/19/13
Dear Ms. Batten:
The County of Albemarle has received an application to develop /subdivide Tax Map 47 Parcel
11G. 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,
E .4 . 12ja
Ellie Carter Ray, PLA, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
eray @albemarle.org
(434)296 -5832, ext 3432 phone
(434)972 -4126, fax
RECEIVED FEB2 b2013
Page 1 of 5
OSE/PE Report for:
Construction Permit 1 1 Certification Letter 1 1 Subdivision Approval I r l
Property Location:
911 Address:
Lot Residue Section .
Subdivision '-1 > ILIATA!1`
GPIN or Tax Map # 47 - G Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Richard Douglas
Street: 1859 Rivanna Farm
City: Charlottesville St Virginia Zip Code 22911 -6226
Prepared by:
OSE Name Steve Gooch License # 1940001284
Address 1821 Broadway Street
City Charlottesville St Virginia zip Code 22902
PE Name: License #
lkid Address
City State Zip Code
Date of Report 2115/13 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.
i g 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 permit❑ certification letter subdivision approval 0
be (select one) issued Q denied ❑ .
OSE/PE Signature ? , - r Q Date Z f `5 3 ._
Soil Profile
Residue
A Division of TM 47 -11G
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
6 0 -6 A Dark brown (7.5YR 3/3) clay loam 3
6 -34 Bt Red (10R 5/8) silty clay loam 3
34 -48 Bt2 Red (2.5YR 4/6) clay loam 3
48 -84 C Strong brown (7.5YR 5/8) sandy loam 2
7 0 -4 A Dark brown (7.5YR 3/3) clay loam 3
4 -21 Bt Red (10R 5/8) silty clay loam 3
21 -36 Bt2 Red (2.5YR 4/6) clay loam 3
36 -84 C Yellow (10YR 7/8) loam 2
8 0 -5 A Dark brown (7.5YR 3/3) clay loam 3
5 -29 Bt Red (10R 5/8) silty clay loam 3
29 -46 CB Yellowish red (5YR 5/8) loam and red (2.5YR 5/8) clay 2
loam
46 -84 C Light yellowish brown (10YR 6/4) sandy loam 2
9 0 -4 A Dark brown (7.5YR 3/3) clay loam 3
4 -25 Bt Strong brown (7.5YR 5/8) silty clay loam 3
25 -68 C Light yellowish brown (2.5Y 6/4) sandy loam with 2
weathered schist fragments
68- Cr 50 %+ weathered schist
10 0 -5 A Dark brown (7.5YR 3/3) clay loam 3
5 -35 Bt Red (10R 5/8) silty clay loam 3
35 -47 Bt2 Red (2.5YR 5/8) clay loam 3
47 -84 C Dark yellowish brown (10YR 4/6) sandy loam 2
Page / of 6
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/14/13 Submitted to Albemarle County Health Department
Applicant Richard Douglas Telephone Number (434) 978 -2002
Address 1859 Rivanna Farm Charlottesville, Virginia 22911 -6226
Owner same Address same
Location 1859 Rivanna Farm at intersection of Stony Point Road and Proffit Road
Tax Map 47 -11 G Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? Ix Yes I— No
Describe side slope
2. Slope 13 %
3. Depth to rock or impervious strata: Max. 84 "+ Min. 68" None
4. Depth to seasonal water table (gray mottling or gray color) Ix No 1 Yes inches
F. Free water present IX No E Yes range in inches
"%..< Soil percolation rate estimated IX Yes Texture group I II III IV
r No Estimated rate 55 min /inch
7. Permeability test performed r Yes
IX No
If yes, note type of test performed and attach
ig Site Approved: Drainfield to be placed at 42" depth at site designated on permit.
1 Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. I Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. I` 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)
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 _Residue — A Division of TM 47 -11G (Property ID).
Design Basis
Total length of available area: 100' _ Total width of available area: 105'
Estimated Perc. Rate: 55 at _42" 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: 412 Total trench bottom area required: _3296
Area Calculations
Number of trenches 12 Length of trenches: _100'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 102' Total trench bottom area provided: 3600
The required width is calculated by multiplying the center -to- center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to- center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
Page of
AOSE Form E Revised July 18, 2007
Soils Study for Drain Field Sites
Tract F and Residue
A Division of Tax Map 47 -11G
Albemarle County
Prepared for:
Richard Douglas
1859 Rivanna Farm
Charlottesville, Virginia 22911 -6226
Prepared by:
Gooch Engineering & Testing, Inc.
1821 Broadway Street
Charlottesville, VA 22902
February 15, 2013
Page 1 of 5
OSE/PE Report for:
Construction Permit 1 Certification Letter I I Subdivision Approval 11
Property Location:
911 Address: City:
Lot Tract F Section Subdivision
GPIN or Tax Map # 47 - G Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Richard Douglas
Street: 1859 Rivanna Farm
City: Charlottesville state Virginia Zip Code 22911 -6226
Prepared by:
OSE Name Steve Gooch License # 1940001284
Address 1821 Broadway Street
City Charlottesville State Virginia Zip Code 22902
PE Name: License #
Address
City State Zip Code
Date of Report 2/15/13 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.
IN 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 permit❑ certification letter El subdivision approval is
be (select one) issued 0 denied ❑ .
OSE/PE Signature ��- ',e,(J� " Date Z - 7 51 3
'q-
Soil Profile
Tract F
A Division of TM 47 -11G
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0 -3 A Weak red (2.5YR 4/3) clay loam 3
3 -11 Bt Red (2.5YR 5/8) clay loam 3
11 -23 BC Red (2.5YR 5/8) clay loam and light yellowish brown 3
(2.5Y 6/4) sandy loam 2
23 -40 C1 Light yellowish brown (2.5Y 6/4) sandy loam 2
40 -84 C2 Pale yellow (2.5Y 7/4) sandy loam 2
2 0 -2 A Weak red (2.5YR 4/3) clay loam 3
2 -31 Bt Red (2.5YR 5/8) clay loam 3
31 -48 Bt2 Light red (2.5YR 6/8) sandy clay loam 2
48 -68 C1 Yellowish red (5YR 5/8) loam 2
68 -84 C2 Light yellowish brown (2.5Y 6/4) sandy loam 2
3 0 -3 A Weak red (2.5YR 4/3) clay loam 3
3 -17 Bt Reddish brown (2.5YR 5/4) silty clay loam 3
17 -39 BC Red (2.5YR 5/8) silty clay loam and yellowish red 3
(5YR 5/8) sandy loam 2
39 -48 C1 Pale olive (5Y 6/3) loam with deeply weathered schist 2
fragments
48 -84 C2 Brownish yellow (10YR 6/6) sandy loam 2
4 0 -2 A Weak red (2.5YR 4/3) clay loam 3
2 -29 Bt Red (2.5YR 5/8) clay loam 3
29 -36 Cl Pale olive (5Y 6/3) loam with deeply weathered schist 2
fragments
36 -54 C2 Strong brown (7.5YR 5/8) loam 2
54 -84 C3 Light yellowish brown (2.5Y 5/4) sandy loam 2
5 0 -3 A Weak red (2.5YR 4/3) clay loam 3
3 -20 Bt Red (2.5YR 5/8) clay loam 3
20 -37 C 1 Light yellowish brown (2.5Y 6/4) sandy loam 2
37 -84 C2 Pale yellow (2.5Y 7/4) sandy loam 2
Page 3 of _ 4--
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/14/13 Submitted to Albemarle County Health Department
Applicant Richard Douglas Telephone Number (434) 978 -2002
Address 1859 Rivanna Farm Charlottesville, Virginia 22911 -6226
Owner same Address same
Location 1859 Rivanna Farm at intersection of Stony Point Road and Proffit Road
Tax Map 47-11G Subdivision
Block /Section Lot Tract F
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes r 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) X No E Yes inches
Free water present IX No P Yes range in inches
J. Soil percolation rate estimated 15Z Yes Texture group I 6) III IV
I� No Estimated rate 45 min /inch
7. Permeability test performed fl Yes
IX No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
fl Site Disapproved:
Reasons for rejection:
1. (— Position in landscape subject to flooding or periodic saturation.
2. I` Insufficient depth of suitable soil over hard rock.
3. I Insufficient depth of suitable soil to seansonal water table.
4. E Rates of absorption too slow.
5. f Insufficient area of acceptable soil for required drainfield, and /or Reverse Area.
6. 1' Proposed system too close to well.
7 . fl Other Specify
(attach additional pages if necessary)
p a y ._ y 667-.43
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 Vimary and reserve area, ❑ only the primary area, ❑ only the reserve
area (check one) for _Tract F — A Division of TM 47 -11G (Property ID).
Design Basis
Total length of available area: _100' Total width of available area: 105'
Estimated Perc. Rate: 45 at _60" in. (depth) Number of bedrooms (or GPD): _4
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 344 Total trench bottom area required: _2752
Area Calculations
Number of trenches 10 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 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
John Y. Gooch, P.E. 94 400C Steve Gooch, C.P.G. /A.O.S.E.
jyg @gooch - eng.com spg @gooch - eng.com
Matthew P. Gooch, P.E. ng Z T'L�e y'ZT'Lg Phone (434) 293 -7449
mpg @gooch - eng.com e.S � 'ZYZg",171c Fax (434) 293 -5137
1821 Broadway Street Charlottesville, Virginia 22902 www.gooch - eng.com
February 15, 2013
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
Tract F and Residue
A Division of Tax Map 47-11G
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,
Gooch Engineering an/d� Testing, Inc.
I ll -eAre Steve Gooch
Encl.
Commonwealth of Virginia VDH Use Only
Health Department ID#
Application for Subdivision Review Due Date
(Page 1 of 2 to be filled out by the Owner or Agent)
Owner Richard Douglas Phone (434) 978 -2002
Mailing Address 1859 Rivanna Farms Phone
Charlottesville, Virginia 22911 -6226 Fax
Developer /Agent Gooch Engineering and Testing Phone (434) 293 -7449
Mailing Address 1821 Broadway Street Phone
Charlottesville, Virginia 22902 Fax
AOSE Steve Gooch Phone (434) 531 -0487
Mailing Address 1821 Broadway Street Phone
Charlottesville, Virginia 22902 Fax
Directions to Property: From Charlottesville take Stony Point Road, 1st driveway on right after intersection with Proffit Road
Name of Proposed Subdivision
Tax Map 47 -11G Other Property Identification Dimension /Acreage of Property 543.56 Ac.
Number of lots proposed 2 Proposed water source (note: new or existing, public or individual) new, individual
General size of lots 175.39 Ac. and 367.17 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 0 (A , OSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved.
Si nature of Owner/Agent '1/
g gen t Date
Commonwealth of Virginia Health Department ID# 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 conforrnance 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
AOSE Form F Revised 9/29/04
Soils Study for Drain Field Sites
Tract F and Residue
A Division of Tax Map 47 -11G
Albemarle County
Prepared for:
Richard Douglas
1859 Rivanna Farm
Charlottesville, Virginia 22911 -6226
Prepared by:
Gooch Engineering & Testing, Inc.
1821 Broadway Street
Charlottesville, VA 22902
February 15, 2013
Page 1 of 5
OSE/PE Report for:
Construction Permit n Certification Letter n Subdivision Approval I • 1
Property Location:
911 Address: City:
Lot Tract F Section Subdivision
GPIN or Tax Map # 47 - G Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Richard Douglas
Street: 1859 Rivanna Farm
C Charlottesville State Virginia Zip Code 22911 -6226
Prepared by:
OSE Name Steve Gooch License # 1940001284
Address 1821 Broadway Street
Ci Charlottesville State Virginia Zip Code 22902
PE Name: License #
Address
City State Zip Code
Date of Report 2/15/13 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.
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 permit certification letter subdivision approval El
be (select one) issued ig denied ❑ .
OSE/PE Signature `,�,(�rL L i d � # ` Date Z"7 5 / 3
rub- Z iRT
Soil Profile
Tract F
A Division of TM 47 -11G
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0 -3 A Weak red (2.5YR 4/3) clay loam 3
3 -11 Bt Red (2.5YR 5/8) clay loam 3
11 -23 BC Red (2.5YR 5/8) clay loam and light yellowish brown 3
(2.5Y 6/4) sandy loam 2
23 -40 C1 Light yellowish brown (2.5Y 6/4) sandy loam 2
40 -84 C2 Pale yellow (2.5Y 7/4) sandy loam 2
2 0 -2 A Weak red (2.5YR 4/3) clay loam 3
2 -31 Bt Red (2.5YR 5/8) clay loam 3
31 -48 Bt2 Light red (2.5YR 6/8) sandy clay loam 2
48 -68 C1 Yellowish red (5YR 5/8) loam 2
68 -84 C2 Light yellowish brown (2.5Y 6/4) sandy loam 2
3 0 -3 A Weak red (2.5YR 4/3) clay loam 3
3 -17 Bt Reddish brown (2.5YR 5/4) silty clay loam 3
17 -39 BC Red (2.5YR 5/8) silty clay loam and yellowish red 3
`• (5YR 5/8) sandy loam 2
39 -48 C1 Pale olive (5Y 6/3) loam with deeply weathered schist 2
fragments
48 -84 C2 Brownish yellow (10YR 6/6) sandy loam 2
4 0 -2 A Weak red (2.5YR 4/3) clay loam 3
2 -29 Bt Red (2.5YR 5/8) clay loam 3
29 -36 C1 Pale olive (5Y 6/3) loam with deeply weathered schist 2
fragments
36 -54 C2 Strong brown (7.5YR 5/8) loam 2
54 -84 C3 Light yellowish brown (2.5Y 5/4) sandy loam 2
5 0 -3 A Weak red (2.5YR 4/3) clay loam 3
3 -20 Bt Red (2.5YR 5/8) clay loam 3
20 -37 C1 Light yellowish brown (2.5Y 6/4) sandy loam 2
37 -84 C2 Pale yellow (2.5Y 7/4) sandy loam 2
Page 3 of -6
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/14/13 Submitted to Albemarle County Health Department
Applicant Richard Douglas Telephone Number (434) 978 -2002
Address 1859 Rivanna Farm Charlottesville, Virginia 22911 -6226
Owner same Address same
Location 1859 Rivanna Farm at intersection of Stony Point Road and Proffit Road
Tax Map 47-11 G Subdivision
Block /Section Lot Tract F
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? Ix Yes r 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) Ix No P Yes inches
5. Free water present Ix No P Yes range in inches
,i. Soil percolation rate estimated Ix Yes Texture group I OD III IV
No Estimated rate 45 min /inch
7. Permeability test performed f Yes
No
If yes, note type of test performed and attach
g Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
E Site Disapproved:
Reasons for rejection:
1. I Position in landscape subject to flooding or periodic saturation.
2. r Insufficient depth of suitable soil over hard rock.
3. I Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. E Insufficient area of acceptable soil for required drainfield, and /or Reverse Area.
6. E Proposed system too close to well.
7 . r Other Specify
(attach additional pages if necessary)
Rty-- aFt
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 _Tract F — A Division of TM 47-11G (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 105'
Estimated Pere. Rate: 45 at 60" in. (depth) Number of bedrooms (or GPD): 4
1 2
Conveyance Method: Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 344 Total trench bottom area required: 2752
Area Calculations
Number of trenches 10 Length of trenches: 100'
Width of trenches: _3' Center to center spacing: 9'
Reserve required? _Yes Percent reserve area required: 100
Total width of absorption area required 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.
\sr Page of
AOSE Form E Revised July 18, 2007
Page 1 of 5
OSE/PE Report for:
Construction Permit 1 Certification Letter Subdivision Approval 1 ✓
Property Location:
911 Address: City:
Lot Residue Section Subdivision
GPIN or Tax Map # 47 - G Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Richard Douglas
Street: 1859 Rivanna Farm
City: Charlottesville State Virginia Zip Code 22911 -6226
Prepared by:
OSE Name Steve Gooch License # 1940001284
Address 1821 Broadway Street
Ci Charlottesville S tate Virginia Zip Code 22902
PE Name: License #
Address
City State Zip Code
Date of Report 2/15/13 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.
171 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 permit❑ certification letter El subdivision approval si
be (select one) issued 151 denied ❑ .
Nalor
OSE/PE Signature ? .�,�/� Date z-145 3
Soil Profile
Residue
A Division of TM 47 -11G
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
6 0 -6 A Dark brown (7.5YR 3/3) clay loam 3
6 -34 Bt Red (10R 5/8) silty clay loam 3
34 -48 Bt2 Red (2.5YR 4/6) clay loam 3
48 -84 C Strong brown (7.5YR 5/8) sandy loam 2
7 0 -4 A Dark brown (7.5YR 3/3) clay loam 3
4 -21 Bt Red (10R 5/8) silty clay loam 3
21 -36 Bt2 Red (2.5YR 4/6) clay loam 3
36 -84 C Yellow (10YR 7/8) loam 2
8 0 -5 A Dark brown (7.5YR 3/3) clay loam 3
5 -29 Bt Red (10R 5/8) silty clay loam 3
29 -46 CB Yellowish red (5YR 5/8) loam and red (2.5YR 5/8) clay 2
loam
46 -84 C Light yellowish brown (10YR 6/4) sandy loam 2
9 0 -4 A Dark brown (7.5YR 3/3) clay loam 3
4 -25 Bt Strong brown (7.5YR 5/8) silty clay loam 3
25 -68 C Light yellowish brown (2.5Y 6/4) sandy loam with 2
weathered schist fragments
68- Cr 50 %+ weathered schist
10 0 -5 A Dark brown (7.5YR 3/3) clay loam 3
5 -35 Bt Red (10R 5/8) silty clay loam 3
35 -47 Bt2 Red (2.5YR 5/8) clay loam 3
47 -84 C Dark yellowish brown (10YR 4/6) sandy loam 2
Nor
Page / of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/14/13 Submitted to Albemarle County Health Department
Applicant Richard Douglas Telephone Number (434) 978 -2002
Address 1859 Rivanna Farm Charlottesville, Virginia 22911 -6226
Owner same Address same
Location 1859 Rivanna Farm at intersection of Stony Point Road and Proffit Road
Tax Map 47-11G Subdivision
Block /Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IX Yes p No
Describe side slope
2. Slope 13 %
3. Depth to rock or impervious strata: Max. 84 "+ Min. 68,E None
4. Depth to seasonal water table (gray mottling or gray color) X No P Yes inches
5. Free water present X No E Yes range in inches
3. Soil percolation rate estimated Ix Yes Texture group I 11 III IV
r No Estimated rate 55 min /inch
7. Permeability test performed I Yes
l No
If yes, note type of test performed and attach
!X Site Approved: Drainfield to be placed at 42" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. 1 Position in landscape subject to flooding or periodic saturation.
2. I Insufficient depth of suitable soil over hard rock.
3. T Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. [ Insufficient area of acceptable soil for required drainfield, and /or Reverse Area.
6. E Proposed system too close to well.
7 . T Other Specify
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ®'primary and reserve area, ❑ only the primary area, ❑ only the reserve
area (check one) for _Residue — A Division of TM 47-11G (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 105'
Estimated Perc. Rate: 55 at _42" in. (depth) Number of bedrooms (or GPD): 4
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: _Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 412 Total trench bottom area required: 3296
Area Calculations
Number of trenches 12 Length of trenches: _100'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: _100
Total width of absorption area required 102' Total trench bottom area provided: 3600
The required width is calculated by multiplying the center -to- center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to- center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
�.r Page of
AOSE Form E Revised July 18, 2007