HomeMy WebLinkAboutSUB201500072 Approval - Agencies 2015-05-19 Nome -0400
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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 GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434)972-4310
Charlottesville, Virginia 22906
May 19,2015
Christopher P. Perez
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902-4596
RE: Review of Proposed Subdivision Plat(SUB201500072)and attached Soils Information for
Individual Onsite Sewage Systems as part of a division of Tax Map 30 Parcel 24A located
in Albemarle County,Virginia.
Dear Mr. Perez:
On April 23,2015,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
accordance with the provisions of the Code of Virginia,the Sewage Handling and Disposal Regulations,
and local ordinances.
This request for subdivision review was submitted pursuant to the provisions of§ 32.1-163.5 of the Code of
Virginia which requires the Health Department to accept private soil evaluations and designs from an
Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for
residential development. This subdivision was certified as being in compliance with the Board of Health's
Regulations by: Steve Gooch,OSE#1940001284. This subdivision approval is issued in reliance upon
that certification.
Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System
Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically
identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and
unless all conditions and circumstances are present at the time of application for a permit as are present at the
time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage
systems.
This subdivision approval does pertain to the requirements of local ordinances.
Sincerely,
Travis T. Davis, OSE
Environmental Health Specialist, Sr.
Soils Study for Drain Field Sites
Lots A and B
A Rural Division of Tax Map 30-24A
Albemarle County
Prepared for:
Matthew C. and Lina A. Hines
3521 Bleak House Road
Earlysville, VA 22936
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
April 20, 2015
Page 1 of 5
OSE/PE Report for:
Construction Permit n Certification Letter n Subdivision Approval
Property Location:
911 Address: 3521 Bleak House Road City: Earlysville
Lot A Section Subdivision
GPIN or Tax Map# 30-24A Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Matthew C. and Dina A. Hines
Street: 3521 Bleak House Road
City:Earlysville State VA Zip Code 22936
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
'41w" Address
City State Zip Code
Date of Report 4/20/15 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.
I• I 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 is
be(select one)issued Q denied
.,� -p
l.
L/7`
OSE/PE Signature Date OVi,
Soil Profile ?Cfr-72._ Z � <
Reserve Drain Field
Lot A
A Division of Tax Map 30-24A
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-4 A Brown(7.5YR 5/4) clay loam 3
4-20 Bt Red(2.5YR 5/8) silty clay loam 3
20-84 C Dark yellowish brown(110YR 4/6) loam, 25-40% 2
weathered schist fragments
B 0-5 A Brown(7.5YR 5/4) clay loam 3
5-31 Bt Red(2.5YR 5/8) silty clay loam 3
31-60 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3
(10YR 4/6)loam
60-84 C Dark yellowish brown(10YR 4/6) loam 2
C 0-5 A Brown(7.5YR 5/4) clay loam 3
5-27 Bt Red (2.5YR 5/8) silty clay loam 3
27-54 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3
(10YR 4/6) loam
54-84 C Dark yellowish brown(10YR 4/6) loam 2
�••- D 0-6 A Brown(7.5YR 5/4) clay loam 3
6-37 Bt Red(10R 5/8) silty clay loam 3
37-49 Cl Dark yellowish brown(10YR 4/6) loam 2
49-84 C2 Brownish yellow(10YR 6/6) sandy loam 2
E 0-5 A Brown(7.5YR 5/4) clay loam 3
5-30 Bt Red(2.5YR 5/8) silty clay loam 3
30-47 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3
(10YR 4/6) loam
47-84 C Dark yellowish brown(10YR 4/6) loam 2
Page 3 of '7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/20/15 Submitted to Albemarle County Health Department
Applicant Matthew C. and Lina A. Hines Telephone Number (201) 390-5686
Address 3521 Bleak House Road Earlysville,Va 22936
Owner same Address same
Location 3521 Bleak House Road
Tax Map 30-24A Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 15 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) 'X No Yes inches
Free water present IX No " Yes range in inches
Soil percolation rate estimated X Yes Texture group I II III IV
No Estimated rate 65 min/inch
7. Permeability test performed + Yes
rx No
If yes, note type of test performed and attach
'X Site Approved: Drainfield to be placed at 30" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. , Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
Other Specify
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, E'only the reserve
area(check one)for Lot A —A Rural Division of TM 30-24A(Property ID).
Design Basis
Total length of available area: 100' +50' Total width of available area: 70'
Estimated Perc. Rate: 65 at 30" 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: 496 Total trench bottom area required:_1984
Area Calculations
Number of trenches 8 Length of trenches: 6 100's+2 50's
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 66' Total trench bottom area provided: 2100
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
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ary ", -- WELL ,/ liZ' LOT A
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6,
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•Scale 1"= 140' •- Soil Profile Hole N45.06'48"W
9t'S% S4Q 46'21' W
House, Well and Drain Field Sites 49.43' <''' =4-p 181.47'
Lot A \ 9 -_
A Division of Tax Map 30-24A �O .,
Albemarle County, a N41 '33'7' "W 9 I S
ty, 121. 77'
Steve Gooch Consulting Geologist
703 Oliver Creek Road IRAN FOUND
Troy, Virginia 22974 0.66 INSIDE R/W
GRAPHIC SCALE 1 "=100 .
i•- Miss
GL
•
0 100 200 300
Page 1 of 5
OSE/PE Report for:
Construction Permit n Certification Letter TI Subdivision Approval IN
Property Location:
911 Address: 3521 Bleak House Road City: Earlysville
Lot B Section Subdivision
GPIN or Tax Map# 30-24A Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Matthew C. and Lina A. Hines
Street: 3521 Bleak House Road
City:Earlysville State VA Zip Code 22936
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Nair Address
City State Zip Code
Date of Report 4/20/15 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 VACS-610),the Private Well Regulations(12 VACS-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
1• 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 is
Nikir be(select one)issued Q denied❑.
OSE/PE Signature '-��, ) Date y/ c/P.5--
Soil Profile
Lot B
A Division of Tax Map 30-24A
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-2 A Weak red(10R 413) clay loam 3
2-34 BC Red(10R 5/8) silty clay loam and dark yellowish brown 3
(10YR 4/6) loam
34-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
B 0-6 A Brown(7.5YR 4/2) clay loam 3
6-35 Bt Red (10R 5/8) silty clay loam 3
35-48 Bt2 Red (2.5YR 5/8) clay loam 3
48-84 C Yellowish brown(10YR 5/8) sandy loam 2
C 0-4 A Brown(7.5YR 4/2) clay loam 3
4-35 Bt Red (2.5YR 5/8) clay loam 3
35-58 Cl Reddish brown(5YR 5/4) sandy loam 2
58-84 C2 Brownish yellow(10YR 6/6) loamy sand 1
D 0-5 A Brown(7.5YR 4/2) clay loam 3
5-15 Bt Red(2.5YR 5/8) clay loam 3
15-41 BC Yellowish red(5YR 5/8) sandy clay loam 2
41-84 C Yellow(10YR 7/8) sandy loam 2
E 0-6 A Brown(7.5YR 4/2) clay loam 3
6-40 BC Red(2.5YR 5/8) clay loam, 10-15% deeply weathered 3
schist fragments
40-66 Cl Dark yellowish brown(10YR 4/6) loam 2
66-84 C2 Yellow(10YR 7/8) loamy sand 1
Page 3 of "4---
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/20/15 Submitted to Albemarle County Health Department
Applicant Matthew C. and Lina A. Hines Telephone Number (201) 390-5686
Address 3521 Bleak House Road Earlysville,Va 22936
Owner same Address same
Location 3521 Bleak House Road
Tax Map 30-24A Subdivision
Block/Section Lot B
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? iX Yes No
Describe side slope
2. Slope 18 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) X No P Yes inches
- Free water present X No Yes range in inches
'N.15'. Soil percolation rate estimated X Yes Texture group I II III IV
No Estimated rate 45 min/inch
7. Permeability test performed l Yes
X 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.
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. r 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. I Proposed system too close to well.
Other Specify
(attach additional pages if necessary)
/701- `1 a F`5
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_Lot B —A Rural Division of TM 30-24A(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 110'
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 GMP 135 LGMI required? No(Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 344 Total trench bottom area required: 1032
Area Calculations
Number of trenches 10 Length of trenches: 70'
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: 2100
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
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