HomeMy WebLinkAboutSUB201300081 Approval - Agencies 2013-06-11 it
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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
November 14,2013
Megan Yaniglos
Department of Community Development Approy
Division of Zoning and Current Development
401 McIntire Road
Charlottesville,Virginia 22902-4596
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual
Onsite Sewage Systems as part of a division of Tax Map 43 Parcel 38 located in
Albemarle County,Virginia.
Dear Ms. Yaniglos:
On October 22,2013,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,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: Stephen P.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.
Sincerely,
ems_
Josh Kirtley
Environmental Health Technical Consultant
Onsite Sewage and Water Programs
��of ALk
te*uar A )
1'IRGI1�tP
COUNTY OF ALBEMARLE Y) ✓ 14 f/t
Department of Community Development QS
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
October 22, 2013
1138 Rose Hill Drive
Charlottesville, VA 22906 Approved
RE: SUB 2013-081 Houndstooth
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide [Tax Map 43,Parcel 38]. This project
requires Health Department approval before receiving final County approval. The applicant has provided soils
information,which is attached. Please review the proposal for suitable subsurface drainfields which comply with the
provisions of Chapter 18, Sections 4.2.2, 4.2.3,4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle
County Code. Should you have any comments please feel free to contact me.
Sincerely,
(id
Megan Yaniglos
Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3004
Fax: (434) 972-4035
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 A.Joseph Homes,LLC Phone (434)409-0927
Mailing Address 827 Nalle Street Phone
Charlottesville,Virginia 22903 Fax
Developer/Agent Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,Virginia 22974 Fax
AOSE Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,Virginia 22974 Fax
Directions to Property: From Charlottesville Take Garth Road,right on Free Union Road to 2865 Free Union Road on right
Name of Proposed Subdivision Houndstooth
Tax Map 43-38 Other Property Identification 2865 Free Union Road Dimension/Acreage of Property 13.76 Ac.
Number of lots proposed 5 Proposed water source(note:new or existing,public or individual) existing,new
General size of lots 2.09 Ac.-3.65 Ac. (give range if appropriate)
Additional description of subdivision
Overview of soils and geology(optional but encouraged)
In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite
sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot,if applicable.
Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If
not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm
drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required.
When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be
clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied.
I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the
purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite
Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved.
/191(4(3
Signature of Owner/Agent Date
Commonwealth of Virginia HealthDepartmenOHUse 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
��FA
tek1071:
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
October 22, 2013
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
RE: SUB 2013-081 Houndstooth
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide [Tax Map 43, Parcel 38]. This project
requires Health Department approval before receiving final County approval. The applicant has provided soils
information,which is attached. Please review the proposal for suitable subsurface drainfields which comply with the
provisions of Chapter 18, Sections 4.2.2,4.2.3,4.2.4,and Chapter 14, Sections 14-309 and 14-310 of the Albemarle
County Code. Should you have any comments please feel free to contact me.
Sincerely,
Megan Yaniglos
Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3004
Fax: (434) 972-4035
Soils Study for Drain Field Sites
Lots 1-5
Houndstooth
Albemarle County
Prepared for:
A. Joseph Homes, LLC
827 Nalle Street
Charlottesville, Virginia 22903
Prepared by:
Steve Gooch Consulting Geologist,Inc rOV e
703 Oliver Creek Road
Troy, Virginia 22974 , 'w '
October 18, 2013
RECEIVED
OCT 2 2 2013
:,y: :1MUN T'(
O:=VELOPMENT
Page 1 of 6
OSE/PE Report for:
Construction Permit Certification Letter I Subdivision Approval
Property Location:
911 Address: 2865 Free Union Road City:
Lot 1 Section Subdivision Houndstooth
GPIN or Tax Map# 43-38 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: A. Joseph Homes, Inc.
Street: 827 Nalle Street
City:Charlottesville State Virginia Zip Code 22903
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 10/18/13 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 Forms
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were cond s .i c th ewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VACS:i I i er plicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify t I c '-n, posse any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the appli Ile agency charged with licensure to
perform the work contained herein.
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 si
be(select one)issued 151 denied❑.
OSE/PE Signature -'{ L - Date /0/ft/i
pa". 7 J - (
Soil Profile
Lot 1
Houndstooth
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-4 A Reddish brown(2.5YR 5/4) clay loam 3
4-36 Bt Red(2.5YR 5/8) silty clay loam 3
36-54 Bt2 Yellowish red(5YR 5/8) clay loam 3
54-84 C Strong brown(7.5YR 5/8) sandy loam 2
B 0-3 A Reddish brown(2.5YR 5/4) clay loam 3
3-24 Bt Red(2.5YR 5/8) silty clay loam 3
24-45 CB Strong brown(7.5YR 5/8) sandy loam and red(2.5YR 5/8) 2
clay loam
45-84 C Yellowish brown (10YR 5/8) sandy loam 2
C 0-2 A Dark gray(10YR 4/1)loam 2
2-10 BE Reddish yellow(7.5YR 6/8) clay loam 3
10-48 Bt Red(2.5YR 5/8) silty clay loam 3
48-84 C Reddish brown(2.5YR 4/4) sandy loam 2
D 0-2 A Dark gray(10YR 4/1) loam 2
2-8 BE Reddish yellow(7.5YR 6/8) clay loam 3
8-39 Bt Red(2.5YR 5/8) silty clay loam 3
39-55 CB Strong brown(7.5YR 5/8) sandy loam and red (2.5YR 5/8) 2
clay loam
55-84 C Reddish yellow(7.5YR 6/8) sandy loam 2
E 0-4 A Reddish brown(2.5YR 5/4) clay loam 3
4-39 Bt Red (2.5YR 5/8) silty clay loam 3
39-60 Bt2 Yellowish red (5YR 5/8) clay loam 3
60-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
F 0-8 A Reddish brown (2.5YR 5/4) clay loam 3
8-37 Bt Red (2.5YR 5/8) clay loam 3
37-84 C Dark yellowish brown (10YR 4/6) sandy loam 2
G 0-8 A Reddish brown(2.5YR 5/4) clay loam 3
8-35 Bt Red(2.5YR 5/8) clay loam 3
35-84 C Dark yellowish brown (10YR 4/6) sandy loam 2
Page of G
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434)409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 1
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? {X Yes I— No
Describe side slope
2. Slope 12 %
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
Free water present fX No f� Yes range in inches
`'' Soil percolation rate estimated IX Yes Texture group I II 0 IV
f" No Estimated rate 55 min/inch
7. Permeability test performed I— Yes
fX No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
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. f— Rates of absorption too slow.
5. I` Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. E Proposed system too close to well.
f— Other Specify
(attach additional pages if necessary)
Pale_. 4 Cr-
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
' signs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, nly the primary area, ❑ only the reserve
area(check one)for_Houndstooth—Lot 1 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 60'
Estimated Perc. Rate: at 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: 412 Total trench bottom area required: _1648_
Area Calculations
Number of trenches 6 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 48' Total trench bottom area provided: 1800
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
I2c)L 45-
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, my the reserve
area(check one)for_Houndstooth—Lot 1 (Property ID).
Design Basis
Total length of available area: 50' Total width of available area: 50'
Estimated Pere. Rate: 55 at 60" in. (depth) Number of bedrooms(or GPD): 4_
2
Conveyance Method: Gravi Distribution method (specify): Gravity_
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 186 Total trench bottom area required:_744
Area Calculations
Number of trenches 6 Length of trenches: 50'
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 48' 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 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
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N ti �=o m 4 E F25 House, Well and Drain Field Sites / �s
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trlO O w 4 J Q 2 el m Lot W t O 4
o . Houndstooth N al 0 a- N m Q lr) ,L r` m
Albemarle County, Virginia
�"`` Steve Gooch Consulting Geologist _
703 Oliver Creek Road
Troy, Virginia 22974
Page 1 of 5
OSE/PE Report for:
Construction Permit l l Certification Letter Subdivision Approval I(
Property Location:
911 Address: 2865 Free Union Road City:
Lot 2 Section Subdivision Houndstooth
GPIN or Tax Map# 43-38 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: A. Joseph Homes, Inc.
Street: 827 Nalle Street
City:Charlottesville state Virginia Zip Code 22903
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 10/18/13 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 co'' etc. . Ir.' ".it the e Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VA 0)' a a tli le laws,regulations and
policies implemented by the Virginia Department of Health. I further certi • u '".a` :`any professional license required
by the laws and regulations of the Commonwealth that have been duly issues{' %th ,.a _ ,ale . ncy charged with licensure to
perform the work contained herein.
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 IN denied❑.
OSE/PE Signature '2/ - s �A Date /owl l'
Soil Profile
Lot 2
Houndstooth
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-3 A Brown(7.5YR 4/2) clay loam 3
3-8 BE Light red(2.5YR 6/8) clay loam 3
8-45 Bt Red(10R 5/8) silty clay loam 3
45-84 C Reddish yellow(7.5YR 6/8) sandy loam 2
B 0-3 A Brown(7.5YR 4/2) clay loam 3
3-35 Bt Red (10R 5/8) silty clay loam 3
35-64 Cl Reddish brown(2.5YR 5/4) clay loam 3
64-84 C2 Reddish yellow(7.5YR 6/8) sandy loam 2
C 0-4 A Brown(7.5YR 4/2) clay loam 3
4-35 Bt Red(10R 5/8) silty clay loam 3
35-57 Cl Reddish brown (2.5YR 5/4) sandy loam 2
57-84 C2 Strong brown(7.5YR 5/8) sandy loam 2
D 0-3 A Brown(7.5YR 4/2) clay loam 3
3-7 BE Light red(2.5YR 6/8) clay loam 3
7-40 Bt Red(10R 5/8) silty clay loam 3
40-84 BC Reddish brown(2.5YR 5/4) clay loam 3
E 0-5 A Brown(7.5YR 4/2) clay loam 3
5-12 BE Light red(2.5YR 6/8) clay loam 3
12-48 Bt Red(10R 5/8) silty clay loam 3
48-84 C Strong brown (7.5YR 5/8) sandy loam 2
F 0-6 A Brown(7.5YR 4/2) clay loam 3
6-40 Bt Red(10R 5/8) silty clay loam 3
40-72 Bt2 Red(2.5YR 5/8)clay loam 3
72-84 C Reddish brown(2.5YR 5/4) sandy loam 2
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434)409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 2
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IX Yes I— No
Describe side slope
2. Slope 6 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Ix No f Yes inches
Free water present IX No I— Yes range in inches
`KwSoil percolation rate estimated Ix Yes Texture group I II ® IV
No Estimated rate 55 min/inch
7. Permeability test performed f Yes
IX No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
I— Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. E 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. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. E Proposed system too close to well.
' r Other Specify
(attach additional pages if necessary)
Pc( '1 5
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
-resigns and when applying for a certification letter or subdivision approval.
This abbreviated design covers the Eilc;imary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for_Houndstooth—Lot 2(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 120'
Estimated Perc. Rate: 55 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: Prima (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 120' 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
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House, Well and Drain Field Sites ,- 1
r� / 1-- 1 ,:i-�) 1
Lot 2
Hoiundstooth 0 `, .` ,/6 ,.
Albemarle County, Virginia �1 ..*79,.. J w
Y W Q ,4'
'/�'.._ WSJ ,os
z �! LL% Steve Gooch Consulting Geologist /"' '' 'g' "" "i
J d Oliver Creek Road t.m ' r
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o Troy, Virginia 22974 / o \ ,..,
❑
1%. ` I
Page 1 of 7
OSE/PE Report for:
Construction Permit n Certification Letter Subdivision Approval ✓
Property Location:
911 Address: 2865 Free Union Road City:
Lot 3 Section Subdivision Houndstooth
GPIN or Tax Map# 43-38 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: A. Joseph Homes, Inc.
Street: 827 Nalle Street
City:Charlottesville State Virginia Zip Code 22903
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
err Address
City State Zip Code
Date of Report 10/18/13 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 Forms
Soil Profile Sheet Survey Plat
Soil Information Summary Sheets k
IL.
Certification Statement
`fiF;
I hereby certify that the evaluations and/or designs contained herein were conducted'a; core;ti -' t e g and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630) .,a - o '' a.,i. a egu a ions and
policies implemented by the Virginia Department of Health. I further certify that I c 1o' ty sional license required
by the laws and regulations of the Commonwealth that have been duly issued by the al a a --. ch. _ed with licensure to
perform the work contained herein.
nThe 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
,„,„ be(select one)issued Q denied❑.
OSE/PE Signature / e4 6jr r` - Date/0 k i`l I i
fc a c,:7
Soil Profile
Lot 3
Houndstooth
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-3 A Grayish brown(10YR 5/2) clay loam 3
3-7 BE Reddish yellow(5YR 6/6) clay loam 3
7-54 Bt Red(10R 4/6) silty clay loam 3
54-84 Bt2 Red(2.5YR 4/8) clay loam 3
B 0-4 A Grayish brown(10YR 5/2) clay loam 3
4-13 BE Reddish yellow(5YR 6/6) clay loam 3
13-48 Bt Red (10R 4/6) silty clay loam 3
48-84 Bt2 Red(2.5YR 4/8) clay loam 3
C 0-3 A Grayish brown(10YR 5/2) clay loam 3
3-6 BE Light reddish brown(5YR 6/4) clay loam 3
6-48 Bt Red (10R 4/6) silty clay loam 3
48-84 Bt2 Red (2.5YR 5/8) clay loam 3
D 0-2 A Grayish brown(10YR 5/2) clay loam 3
2-7 BE Light reddish brown(5YR 6/4) clay loam 3
7-45 Bt Red (10R 4/6) silty clay loam 3
45-84 BC Yellowish red (5YR 5/8) clay loam 3
E 0-2 A Grayish brown(10YR 5/2) clay loam 3
2-10 BE Reddish yellow(5YR 6/6) clay loam 3
10-45 Bt Red(10R 4/6) silty clay loam 3
45-70 Bt2 Red (2.5YR 4/8) clay loam 3
70-84 C Yellowish red (5YR 5/8) sandy loam 2
F 0-3 A Grayish brown(10YR 5/2) clay loam 3
3-9 BE Reddish yellow(5YR 6/6) clay loam 3
9-52 Bt Red(10R 4/6) silty clay loam 3
52-84 Bt2 Red(2.5YR 4/8) clay loam 3
G 0-4 A Grayish brown (10YR 5/2) clay loam 3
4-11 BE Reddish yellow(5YR 6/6) clay loam 3
11-46 Bt Red(10R 4/6) silty clay loam 3
46-84 Bt2 Red(2.5YR 4/8) clay loam 3
H 0-2 A Grayish brown(10YR 5/2) clay loam 3
2-11 BE Reddish yellow(5YR 6/6) clay loam 3
11-40 Bt Red(10R 4/6) silty clay loam 3
40-60 Bt2 Red (2.5YR 4/8) clay loam 3
60-84 C Yellowish red (5YR 5/8) sandy loam 2
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number ON 409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 3
SOIL INFORMATION SUMMARY _ Pt1Nt4r7 Oruivt. B.eitf
1. Position in landscape satisfactory? IX Yes r No
Describe side slope
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) IR No E Yes inches
Free water present (X No I— Yes range in inches
`11!"Soil percolation rate estimated IX Yes Texture group I II ® IV
I— No Estimated rate 60 min/inch
7. Permeability test performed (� Yes
1x No
If yes, note type of test performed and attach
V< Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
I- Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. E Insufficient depth of suitable soil over hard rock.
3. 1— Insufficient depth of suitable soil to seansonal water table.
4. E Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. (V Proposed system too close to well.
I— Other Specify
Now-
(attach additional pages if necessary)
?c4 . y cr7— 7
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
'-,signs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, Enly the primary area, ❑ only the reserve
area(check one)for Houndstooth—Lot 3 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 75'
Estimated Perc. Rate: 60 at i60" in. (depth) Number of bedrooms (or GPD): 5
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: 452 Total trench bottom area required: 2260
Calculations
Number of trenches 8 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 66' Total trench bottom area provided: 2400
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
Page _' of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Noir
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434)409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 3
SOIL INFORMATION SUMMARY- 12t,e, .ve, 0,0414. 11��
1. Position in landscape satisfactory? rg Yes 1'" No
Describe side slope
2. Slope 11 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) IX No E Yes inches
Free water present IX No E Yes range in inches
Soil percolation rate estimated Ix Y• es Texture group I II ® IV
I— N• o Estimated rate 60 min/inch
7. Permeability test performed 1— Y• es
IX No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
1— Site Disapproved:
Reasons for rejection:
1. 1— Position in landscape subject to flooding or periodic saturation.
2. 1- Insufficient depth of suitable soil over hard rock.
3. I" Insufficient depth of suitable soil to seansonal water table.
4. 1W 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.
Other Specify
(attach additional pages if necessary)
Pu5e. 6 oP7
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
'esigns and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, 1nly the reserve
area(check one)for_Houndstooth—Lot 3 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 55'
Estimated Perc. Rate: at at 60" in. (depth) Number of bedrooms(or GPD): 5
1 2
Conveyance Method : Gravi Distribution method (specify): Gravity
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 203 Total trench bottom area required:_1015_
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 l 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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s ww� sg < z o House, Well and Drain Field Sites
; 6. ; Q5T Lots3 / /
/'
i� m w f' J-Ioundstooth ..,, _, ;,
`v{f�t{��W <J g o Albemarle County, Virginia ' 89. ' c.,-' \\
W 6 ❑r W to Q C; / C,,.
?
'RS oY = ti Steve Gooch Consulting Geologist ' . ; Y, �iy ,,I __ N ,
gLLI of o . . 4 703 Oliver Creek Road I / �< /
ZWJ Qyd . w z ! Troy, Virginia 22974 / W -'
Page 1 of 9
OSE/PE Report for:
Construction Permit I Certification Letter I Subdivision Approval ✓
Property Location:
911 Address: 2865 Free Union Road City:
Lot 4 Section Subdivision Houndstooth
GPIN or Tax Map# 43-38 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: A. Joseph Homes, Inc.
Street: 827 Nalle Street
City:Charlottesville State Virginia Zip Code 22903
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 10/18/13 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 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 Handl t d
Disposal Regulations(12 VACS-610),the Private Well Regulations(12 VAC5-630)and all other applicable law ti. s
policies implemented by the Virginia Department of Health. I further certify that I currently possess any . Ii.;;I• re ''.irea
by the laws and regulations of the Commonwealth that have been duly issued by the applicable ch el en to 4` `
perform the work contained herein. '
✓ The work attached to this cover page has been conducted under an exem Rio''`,o t . .;'c gi ering,specifically the
exemption in Code of Virginia Section 54.1402.11 ?"
I recommend that a(select one): construction permits certification lette L su."ivision approval ig
be(select one)issued 151 denied❑.
OSE/PE Signature -7f. � L Date /q/ 2 1133
Puy z �� ci
Soil Profile
Primary Drain Field
Lot 4
Houndstooth
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-3 A Brown(7.5YR 4/2) loam 2
3-13 BE Reddish yellow(5YR 7/8) clay loam 3
13-42 Bt Red (10R 5/8) silty clay loam 3
42-66 Bt2 Red(2.5YR 5/8) clay loam 3
66-84 C Strong brown(7.5YR 5/8) sandy loam 2
B 0-4 A Brown(7.5YR 4/2) loam 2
4-10 BE Reddish yellow(5YR 7/8) clay loam .3
10-41 Bt Red (10R 5/8) silty clay loam 3
41-72 Bt2 Yellowish red(5YR 5/8) clay loam 3
72-84 C Strong brown(7.5YR 5/8) sandy loam 2
C 0-5 A Brown(7.5YR 4/2) loam 2
5-11 BE Reddish yellow(5YR 7/8) clay loam 3
11-43 Bt Red(10R 5/8) silty clay loam 3
43-84 Bt2 Yellowish red(5YR 5/8) clay loam 3
D 0-3 A Brown(7.5YR 4/2) loam 2
3-7 BE Reddish yellow(5YR 7/8)clay loam 3
7-48 Bt Red (10R 5/8) silty clay loam 3
48-84 Bt2 Yellowish red(5YR 5/8) clay loam 3
E 0-4 A Brown(7.5YR 4/2) loam 2
4-48 Bt Red(10R 5/8) silty clay loam 3
48-84 Bt2 Red (2.5YR 5/8)to yellowish red(5YR 5/8) clay loam 3
F 0-3 A Brown(7.5YR 4/2) loam 2
3-7 BE Reddish yellow(5YR 7/8) clay loam 3
7-54 Bt Red (10R 5/8) silty clay loam 3
54-84 C Strong brown(7.5YR 5/8) sandy loam 2
L 0-4 A Brown(7.5YR 4/2) clay loam 3
4-40 Bt Reddish brown(5YR 5/4)clay loam 3
40-65 Cl Dark yellowish brown(10YR 4/6) sandy loam 2
65-84 C2 Strong brown (7.5YR 5/8) sandy loam 2
M 0-3 A Brown(7.5YR 4/2) clay loam 3
3-11 BE Brown(7.5YR 5/4) clay loam 3
11-39 Bt Red (10R 5/8) silty clay loam 3
39-55 Cl Strong brown (7.5YR 5/8) loam 2
55-84 C2 Dark yellowish brown(10YR 4/6) sandy loam 2
pue3z, 3 di
Soil Profile
Primary Drain Field
Lot 4
Houndstooth
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
N 0-3 A Brown(7.5YR 4/2) clay loam 3
3-30 Bt Red (1OR 5/8) silty clay loam 3
30-84 C Yellowish red(5YR 5/8) sandy loam 2
0 0-3 A Dark gray(10YR 4/1) loam 2
3-9 BE Brown(7.5YR 5/3) clay loam 3
9-42 Bt Yellowish red(5YR 5/8)clay loam 3
42-64 Cl Reddish brown(2.5YR 5/4) sandy clay loam 2
64-84 C2 Light olive brown (2.5Y 5/6) sandy loam 2
P 0-4 A Brown(7.5YR 4/2) clay loam 3
4-30 Bt Red(1OR 5/8) silty clay loam 3
30-64 Bt2 Reddish brown(2.5YR 5/4) clay loam 3
64-84 C Light olive brown(2.5Y 5/6) sandy loam 2
Page 4 of 9
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434)409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 4
SOIL INFORMATION SUMMARY - CiWtael 'P(2Atvt 1=1e-11
1. Position in landscape satisfactory? IR Yes F- No
Describe side slope
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) IX No I— Yes inches
5 Free water present 1X No r Yes range in inches
moil percolation rate estimated Ix Yes Texture group I II III iv
r No Estimated rate 55 min/inch
7. Permeability test performed 1— Yes
Ix No
If yes, note type of test performed and attach
Ix Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
I— Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. I` Insufficient depth of suitable soil over hard rock.
3- r Insufficient depth of suitable soil to seansonal water table.
4. I— Rates of absorption too slow.
5. 1— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. E Proposed system too close to well.
1 Other Specify
(attach additional pages if necessary)
Pa oc- 5 c)S 9
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
'lesigns and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, Zi/Kly the primary area, ❑ only the reserve
area(check one)for_Houndstooth—Lot 4(Property ID).
Design Basis
Total length of available area: 100' +50' Total width of available area: 170'
Estimated Perc. Rate: 55 at 60" in. (depth) Number of bedrooms(or GPD): 6
i 2
Conveyance Method : Pump(enhanced flow) Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: _412 Total trench bottom area required: 2472
Area Calculations
Number of trenches 13 (5 100's+ 8 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 123' Total trench bottom area provided: 2700
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
Pwc 6OFcl
Soil Profile
Reserve Drain Field
Lot 4
Houndstooth
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
G 0-3 A Brown(7.5YR 4/2) loam 2
3-22 Bt Red(10R 5/8) silty clay loam 3
22-34 Bt2 Red(2.5YR 5/8)to yellowish red(5YR 5/8) clay loam 3
34-84 C Yellowish brown (10YR 5/8) sandy loam 2
H 0-4 A Brown(7.5YR 4/2) loam 2
4-38 Bt Red(10R 5/8) silty clay loam 3
38-64 Bt2 Red(2.5YR 5/8)to yellowish red(5YR 5/8) clay loam 3
64-84 C Reddish brown(2.5YR 5/4) sandy loam 2
I 0-3 A Brown(7.5YR 4/2) loam 2
3-7 BE Reddish yellow(5YR 7/8) clay loam 3
7-72 Bt Red(10R 5/8) silty clay loam 3
72- - Quartz
J 0-3 A Brown(7.5YR 4/2) loam 2
3-8 BE Reddish yellow(5YR 7/8) clay loam 3
8-48 Bt Red(10R 5/8) silty clay loam 3
48-84 C Red(2.5YR 5/8)to yellowish red (5YR 5/8) sandy loam 2
K 0-4 A Brown(7.5YR 4/2) loam 2
4-48 Bt Red (10R 5/8) silty clay loam 3
48-67 Bt2 Red(2.5YR 5/8) clay loam 3
67- - Quartz
Page 7 of q
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434)409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 4
SOIL INFORMATION SUMMARY - RQSecv, Diti
1. Position in landscape satisfactory? IX Yes E No
Describe side slope
2. Slope 12 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) lx No Ir Yes inches
5. Free water present l5 No I` Yes range in inches
Soil percolation rate estimated IX Yes Texture group I II II IV
No Estimated rate 90 min/inch
7. Permeability test performed E Yes
1X No
If yes, note type of test performed and attach
r Site Approved: Drainfield to be placed at 54" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. l� Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. I� Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. I— Proposed system too close to well.
I— Other Specify
(attach additional pages if necessary)
19c4 .- 3 of 7
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
'esigns and when applying for a certification letter or subdivision approval.
*ow
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, Fi4ily the reserve
area(check one)for_Houndstooth—Lot 4(Property ID).
Design Basis
Total length of available area: 70' Total width of available area: — 90'
Estimated Pere. Rate: 90 at 54" in. (depth) Number of bedrooms(or GPD): 6
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 307 Total trench bottom area required: 1842
Area Calculations
Number of trenches 9 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: 10'
Reserve required? This is reserve Percent reserve area required: 100
Total width of absorption area required 83; Total trench bottom area provided: 1890
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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Scale 1"= 100' - Soil Profile Hole
� 441 iil
ZI""°°'3E'`� House Well and Drain Field Sites
Zt:I/ Lot 4
:ne 4 O
f t oundstooth
�`- = ! Albemarle County, Virginia
r' Steve Gooch Consulting Geologist
° _ -_ 1 1 / 703 Oliver Creek Road
" " -_ _= Troy, Virginia 22974
Page 1 of 6
OSE/PE Report for:
Construction Permit 17 Certification Letter n Subdivision Approval 1
Property Location:
911 Address: 2865 Free Union Road City:
Lot 5 Section Subdivision Houndstooth
GPIN or Tax Map# 43-38 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: A. Joseph Homes, Inc.
Street: 827 Nalle Street
City:Charlottesville State Virginia Zip Code 22903
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 10/18/13 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 Forms
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 "r
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulati n• • a
policies implemented by the Virginia Department of Health. I further certify that I currently possess any profession ice e 1 gy •
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency char e n e •
perform the work contained herein. " <`
I I The work attached to this cover page has been conducted under an exe ion totc e o n ee ecifically the
exemption in Code of Virginia Section 54.1-402.11 ,
I recommend that a(select one): construction permits certification le r.. subdi si ' approval
be(select one)issued is denied❑.
... \ ,
i
OSE/PE Signature `s -! Date /C11 i/t 3
Soil Profile
Lot 5
Houndstooth
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-6 A Brown(7.5YR 5/4) clay loam 3
6-30 Bt Red (10R 5/8) silty clay loam 3
30-72 Bt2 Red (2.5YR 5/8) clay loam 3
72-84 C Yellowish red(5YR 5/8) sandy loam 2
B 0-4 A Brown(7.5YR 4/2)clay loam 3
4-48 Bt Red(1OR 5/8) silty clay loam 3
48-84 C Brownish yellow(10YR 6/8) silt loam 3
C 0-6 A Brown(7.5YR 4/2) clay loam 3
6-42 Bt Red(10R 5/8) silty clay loam 3
42-84 Bt2 Red(2.5YR 5/8) clay loam 3
D 0-5 A Brown(7.5YR 4/2) clay loam 3
5-45 Bt Red(10R 5/8) silty clay loam 3
45-65 Bt2 Red (2.5YR 5/8) clay loam 3
65-84 C Reddish brown(5YR 5/4) sandy loam 2
E 0-6 A Brown(7.5YR 4/2) clay loam 3
6-29 Bt Red(10R 5/8) silty clay loam 3
29-60 BC Reddish brown (5YR 5/4) sandy clay loam 2
60-84 C Yellowish red(5YR 5/8) sandy loam 2
F 0-6 A Brown(7.5YR 4/2) clay loam 3
6-40 Bt Red(10R 5/8) silty clay loam 3
40-84 BC Yellowish red (5YR 5/8) clay loam 3
G 0-4 A Brown(7.5YR 4/2) clay loam 3
4-34 Bt Red(10R 5/8) silty clay loam 3
34-62 BC Yellowish red (5YR 5/8) sandy clay loam 2
62-84 C Reddish yellow(7.5YR 6/8) to yellowish brown (10YR 5/8)2
sandy loam
H 0-6 A Brown(7.5YR 4/2) clay loam 3
6-40 Bt Red(10R 5/8) silty clay loam 3
40-84 BC Yellowish red(5YR 5/8) clay loam 3
Page 5 of b
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434)409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 5
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? fX Yes (""" No
Describe side slope
2. Slope 7 To
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) 15Z No E Yes inches
Free water present 15Z No r Yes range in inches
`orSoil percolation rate estimated IX Yes Texture group I II II IV
No Estimated rate 55 min/inch
7. Permeability test performed E Yes
IX No
If yes, note type of test performed and attach
r Site Approved: Drainfield to be placed at 66" depth at site designated on permit.
E Site Disapproved:
Reasons for rejection:
1. I` Position in landscape subject to flooding or periodic saturation.
2. I— Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. E Rates of absorption too slow.
5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
I+ Other Specify
(attach additional pages if necessary)
ec41< 4d
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
',!signs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, Ca'only the primary area, ❑ only the reserve
area(check one)for_Houndstooth—Lot 5 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 50'
Estimated Perc. Rate: 55 at 66" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Pum Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 412 Total trench bottom area required: 1648
Noir
Area Calculations
Number of trenches 6 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 48' Total trench bottom area provided: 1800
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
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
''signs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, ly the reserve
area(check one)for Houndstooth—Lot 5 (Property ID).
Design Basis
Total length of available area: 50' Total width of available area: 60'
Estimated Perc. Rate: at at 66" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Pum Distribution method (specify): Pump
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 186 Total trench bottom area required: 744
Area Calculations
Number of trenches 6 Length of trenches:_50'
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 48' 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 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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0P /=N w N Pa yO°:c l a W ' z , d Sites
,/ e1 // W / a°P OSS/''oim 5'01 zw o k Lot 5
' '-/:-�� sum ' i N. m=< Houndstooth
,/� `, o / SNS S1 2' n U m �Jm
° - m8 MJ =t5 Albemarle County,Virginia
'41 2 a;
r /'- .,--Li s� 1.-to Steve Gooch Consulting Geologist
23 Z ' \ °<�2 �a 703 Oliver Creek Road
I Troy, Virginia 22974
l'/ ZWNV H
- x m
NOTES:
NOTES (CONT.):
1.
OWNER (5)
10.
LOTS 1 THROUGH 5 ARE ASSIGNED ONE DEVELOPMENT RIGHT EACH AND MAY NOT BE FURTHER DIVIDED.
SIMON WALKER. BERTHA PAIGE. ROSE W. BROWN, CARRIE W. WOODS ROBERTA W. KING
2865 FREE UNION ROAD
S1.
A 20' PERMANENT DRAINAGE EASEMENT CENTERED OVER ALL STREAMS AND NATURAL DRAINAGE COURSES ARE
CHARLOTTESVILLE, VIRGINIA 22901
TO BE DEDICATED FOR PURPOSES OF DRAINAGE AND MAINTENANCE THEREOF. ALL DRAINAGE EASEMENTS SHALL
BE SHOWN AND LABELED ON THE FINAL PLAT AFTER DETAILED DESIGN OF THE ROAD AND DRAINAGE PLANS ARE COMPLETED.
2,
CONTRACT PURCHASER:
A. JOSEPH ryryO0MES, LLC
12.
BENCHMARK : 4' CONTOUR DATA SHOWN HEREON WAS TAKEN FROM THE ALBEMARLE COUNTY GIS DATA.
1106 SHERW000 ROAD
A PERMANENT BENCHMARK WILL BE SET ON LOCATION WHEN THE ROADWAY IS STAKED.
CHARLOTTESVILLE, VIRGINIA 22903
13.
BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
3.
LEGAL REFERENCES :
T.M. 43 PARCEL 38
14.
TOTAL AREA = 13.76 ACRES LOTS =12.66 ACRES ROAD =1.10 ACRE.
D_B. 1423 -570 D.B. 555 -215 D.B. 199 -245 PLAT
'
15.
SIGHT DISTANCE AT THE PROPOSED ENTRANCE WAS FOUND TO BE ADEQUATE BY DENNIS SEALE OF V.D.O.T.
4.
PARCEL 30 IS ZONED RA.
16.
ACCORDING TO THE ALBEMARLE COUNTY GIS DATA, LOTS 1 THROUGH 5 CONTAIN A BUILDING SITE THAT COMPLIES WITH
5.
LOTS MAY NOT BE FURTHER DIVIDED, AND ONLY ONE DWELLING PER LOT.
SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
6,
ALL LOTS SHALL HAVE ACCESS ONLY ON THE HOUNDSTOOTH COURT.
17.
PARCEL 38 IS LOCATED IN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED.
7.
INTERNAL MAD SHALL BE BUILT TO PUBLIC RQAO STANDARDS AND DEDICATED TO PUBLIC USE.
18.
SUBJECT TORI THE FOLLOWING:
T.A.
EASEMECELT38VIS A OW COMPANY (D.B. 291 -355).
8,
ALL LOTS SHALL BE SERVED BY PRIVATE SEWAGE DISPOSAL AND PRIVATE WELLS.THIS PROPERTY
B. EASEMENT TO VIRGINIA TELEPHONE AND TELEGRAPH COMPANY (0.8. 352 -478).
IS NOT WITHIN THE JURISDICTIONAL AREA FOR PUBLIC WATER & SEWER.
19,
STORMWATER MANAGEMENT AND BMP MEASURES SHALL COMPLY WITH THE RE6UIREMENTS OF AflTICLE III OF THE COMPREHENSIVE
9.
SETBACK REDUIREMENTS : FRONTAGE ON INTERNAL ROAD = 25'
WATER RESOURCE ORDINANCE.
ALONG EXISTING STATE HIGHWAYS = 75'
SIDES = 25'
20.
ACCORDING TO THE ALUE14AFLE COUNTY GIS DATA AND WEBSITE. THERE ARE NO STREAM BUFFERS ON TAX MAP 43 PARCEL 3�.
REAR = 35'
I
NOTES (CONT.):
21. ACCORDING TO THE ALBEMARLE COUNTY WEBSITE TAX MAP 43 PARCEL 38 DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT.
N 1000 0 6 D EFFECTIVE FEB. 4 2005 LOTS 1
22 THROUGH N5 00 NOT LIE AINLZONEIAS(100 YEAR TFLOOD PLAINMU (COMMUNITY NUMBER 5 6 2 0 )
IA ° DENOTES DRAIN FIELD FLAG
PWF ° DENOTES PINK WIRE FLAG WITHOUT NUMBERING
DRAIN FIELD NOTES:
1. 2' CONTOURS WERE FIELD SURVEYED
2. 4' CONTOURS WERE TAKEN FROM THE ALBEMARLE COUNTY DIS DATA.
a
w
N
0-LM OAy
�o �P
BRIAN Y
uc. No. 002291
9 -fe
T.M. 43 -4081
LOT 2
JOHN W., JR. & NANCY J. SWARTZWELOER I T.N. 43 -40E
O.B. 2705 -661 LOT 4
\ O.B. 2549 -353 S 354 PLAT CHRISTOPHER W. & MELISSA M. POWELL
\ IRON D.B. 2972 -693
\FOUND \\ \ D.B. 332 -96 PLAT I T.M. 43 -40F I
/ / LOT 5
` Wei THOMAS J. S SUSAN E. LISA
\ POLE \\ 11 / /� /� / Existing B.B. 3451 -13 I o
\ / \\ �\ �\ I D.B. 332-96 PLAT oz
- - S8B 31 16 E 484.08' \ 1 j IRON / / \ \ \ ( m
588'36 02'E 361.84' / FOUND
\ � � FOUND � � 1 / O \ \
\\ 25.09 \ 459.00'\ -
\ f 6 8 \\
,` / (\ ' /.1 1 / u / 174.98'
\ 28 \\ \ S84'OB'59-
\ / E 503.94• `
LOT 1 ,[LOCATION 0 I . IC I _ \ 291.93• \
FILTEpF[ 1 _
O/H \ \\ 2.\48 ACRES \ 1 -BTA- I 3�..._` 3 �9. A$ tl�-�i \�r° \ \ \\ \\ FOUND \1 \\
\ TEL. u.: /l I IL Ste
\ ° N \ N \ \ and L iflc3c?o (0, 30
T.W. 43 -34B \ /
DANIEL R. JAC013S \ rn= NN fi^`\ 0�\ � `�'�
D.B. 4342 -21. 24 PLAT \\ ' rnP� \\ g07; \\ \ �13F>'`ST ,3 iE'
`� b'y".;'f 7D \f @Rl'°'' \1, y�l\ 1F"a._.._. 1_- Il ry !1 / ,�,•� �o� 2F.. 2A\ 3H \\ \\ \\ \♦
STATE ROUTE 601 \ \ \ \\ \\ �: �O i ) / zc ° fr. - _ \3E
FREE UNION ROAD \ EASEMENT\ \\ G SETBA11\LINE)_� \ ;t� ` `., N I / 1 \ 2E `�`�`'
30' PRESCRIPTIVE EASEMENT \\ \ 6UA -DL�.c PROPOSED 1 -�. \ \ ` ` `, - _010
1
POSTED SPEED LIMIT =45 MPH CULVERT 1 ~,'
POL64'36'54'H�\ / l\ �\ -3' \ `\ \`t \1\\11 / ! / C J/ �D yp \ \\ 3C �.✓`, i`� 3G \`1' - ^� \
\ 25.09" ♦\ 1 1 1 / / !/ / \\ \ p
\ R - 35.00' \ \ "R,= 435.00' 3B
\\ \\ L = 54.40' L = 01.39' Ba 1 ;I ! `. `i
\\ 17 P \ \ y� oo /! ! Jf / OT 3 \ - \'1 s'�'
1 L \= 335.84 �\ - EAM.OA4 J \ "✓'' \ l
\ 2\ WAGE Y .. �9 NGr\ts 2.9 ACRES \ - \\ 9� ,.,� 1\ 1\ o HUGH PALMER & MITTIE DETAMORE MCCAULEY -�
T.M. 43 -34C \\ o\ p\� p.\ `\ -y �� T _ \ DO .E\2 RI\ / ( --� �i,'�o O,-' °, r -. \ \1 3A \ \ 1 o D.B.B. 1592 -5PLAT
MYRTLE E. MCALLISTER �� �-
D.B. 321 -62, 64 PLAT
D.B. 304 -544, 545 PLAT g ¢ \ v 4i �/ \ • t1�q,u L
0.2 MILE TO B'r' °q� Y v \ \ \ J i i \\ \\ \ \ \L _31.05'
SILAS JACKSON L\ R \
L = 12.00. Oq o \
WELL (\,
\ \ \ LOT 5
rn \ v \ \ \_,,,; \ \ \ 2 09 ACRES \ \ ,GIry0
STATE MILE ROUTE T676 MIL -DING �' \ 1 \r \ g1' 1\ - - - - - L =79.87' -
L \\ a' SSO'5J\'�5'E \ . 1 A�1+••,e 1 T \ \`\
R = 3148.28' 55,37'\ _ J \ \ \ xEU 1K <j / 1
L = 217.80' ' 'MOBILE \ . \ \- _xlFn \ NF% \ \ SO • 11 4E 1\ 1 1 46 \ \ -
'- HOME
POLE
POLE 1 r POLE \ \ \\ \
' 0/H ?� \ \ \ \ \ L = 31.05' ( 1 ; PWF F \ \ °
S62'3B'50'N \ m \ \ \ 'll J 4A
23.19' \ R EL G \ \� 1 \- a \ \\ \ ) i ,'°1f, �'
DRIVE ..5fr ` \ 3 �� \��.- \ \ \ i_� ) 1 je -- 4H
NEW SIGHT BE CLOSED) O\ p \, 5A \ o° 6p0` \ \ \ ~{ 1 L =141 37' Yap 1 t 4 ' '/'
EASEMENT yc J' �- \\ e \ _ \ 1 �. F ,/� v p' 8. 1 \
/ \` s\ r `` \ m \\ 4B 40 4K -
\ \ 624- - °, i \
T.M. 43-340 fi� 1 `�' \ i 1 1 - -t--- ( � _ ---
TIMOTHY K. & JULIE NERZ WILKINSON \ _
O.B. 1642 - 338, 340 S 341 PLAT 4- Jl /I 1 t 1 r PWF, 1
D. B.1582 -95 ! °\`1 I 1 4N 1 1 i / LOT 4 \ \--- :1" sa6 /' \
D.B. 892 -429 PLAT "' 56 G 49t; /! \\ D..
\5 ` I\ '4P . `• 1UJJ 1\ \I \ w // \1 -_ -_- \ \ IRON
`i SET_ _
SB5.54'41'H 496.58' \
\
Tj
369-12* \ IRON o 1 1
( t I \ SET
104.08' \ S85'50'49'H 569.13' 1 1 ; 1
T.M. 43 -34F 1 i \ - , // \\ I \\ I Existing {N] T.M. 43 -36
TIMOTHY RAOSKY 11 STONE \ // 1 1 > 11 14ELVIN O. & LINDA M. MCCAULEY
FOUND V
0.8. 875 -150 \ I
D.B. 08 2984 - 217,220 & 221 PLAT
0.8.830 -478 PLAT 1 \ \ \ / _ B.B. 769 -337, 339 PLAT
Scale 1 "= 100'
T.M. 43 -356 4'` Soil Profile Hale PROPOSED DRAIN FIELD &
WAYNE S MARGARET iii °T"
D.B. 917 -570
D.B. 337 -246 PLAT
MAP
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SILA$ JACYSOry W
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µ1
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SCALE : 1' = 2000'
TYPICAL SECTION
HOUNDSTOOTH COURT
E
Z5' 25'
DENOTES CRITICAL SLOPES
r --
4AX
ar
PAVEMENT DESIGN
BASE : 6' DEPTH AGGR. BASE MAT'L TYPE 1 NO. 21A
SURFACE : 2' SM -9.5A W/ PRIRE COAT OVER BASE STONE
WELL AREA LOCATIONS
F LOTS i THROUGH 5
HOUNDSTOOTH
LOCATED ON STATE ROUTE 6Q1
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY. VIRGINIA
SCALE : 1" = 50' DATE : SEPT. 18, 2013
FOR
A. JOSEPH HOMES, .LLC
PRELIMINARY PLAT
PREPARED BY : BRIAN S. RAY
ROGER W. RAY' &'ASSOC .-, INC.
1717 -IB ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
LAND SURVEYORS LAND PLANNERS
• 434- 293 -3195
y; SHEET 1 OF 1 139700
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