HomeMy WebLinkAboutSUB201400084 Approval - Agencies 2014-07-31 pl e 71 is`
COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE—CHARLOTTESVILLE
State Department of Health FLUVANNA COUNTY(PALMYRA)
p GREENE COUNTY(
1138 Rose Hill Drive LOU SACOU TY(OUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434)972-4310
,, ; f' tiri I
Charlottesville, Virginia 22906
June 30,2014 ns.
J.T.Newberry,Planner A ,4 . k
County of Albemarle "
Department of Community Development A.
401 McIntire Road r;
Charlottesville,Virginia 22902-4596
'
is
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite
Sewage Systems as part of a division of Tax Map 101 Parcel 1B located in Albemarle
County,Virginia.
Dear Mr.Newberry:
On May 29,2014,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.
Sin erely,
j
Travis T.Davis
Environmental Health Specialist, Sr.
OAF A
I' illy
RECEIVED
�Iri1P Environmental Health Services
COUNTY OF ALBEMARLE H IN 0 4 Mit
Department of Community Develop ent
401 McIntire Road,Room 227 f*VP 5
Charlottesville,Virginia 22902-459.
Phone(434)296-5832 Fax(434) '724126
Date: 5/29/2014
Teresa Batten r
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2014-00084 Westerman Division—Final
Date Submitted: 5/28/14
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide Tax Map 101 Parcel 1B.
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.
Please contact me if you have any questions or comments.
Sincerely,
aY\st-wtera-
J.T.Newberry, Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
jnewberry@albemarle.org
(434)296-5832, ext 3270 phone
Steve Gooch STEVE GOOCH spgooch.geologist @gmail.com
C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487
703 Oliver Creek Rd. Troy, Virginia 22974
May 26, 2014
Mr. Bill Fritz
County Of Albemarle S�Cl32�
Dept. Of Planning and Community Development
401 McIntire Rd Room 227
Charlottesville, VA 22902-4579
Re: Proposed Drain Field Sites
Lot A and Residue
A Division of Tax Map 101 Parcel 1B
Albemarle County
Dear Mr. Fritz:
Enclosed are three (3) copies of the soils work associated with the proposed drain
field sites for the above-referenced property. We request that you forward two (2)
copies to the Charlottesville-Albemarle Health Department for their review. Also
enclosed is the application for subdivision review form.
If you have any questions,please do not hesitate to call.
Sincerely,
Steve Gooch Consulting Geologist, Inc.
Steve Gooch
Encl.
k y
V�
t
,
‘,"
Soils Study for Drain Field Sites
Lot A and Residue
A Division of Tax Map 101 Parcel 1B
Albemarle County
Prepared for:
Theodore S.Thomas and Rosalind E. Westerman
2449 Dudley Mountain Road
North Garden,Virginia 22959
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
May 24, 2014
Page 1 of 9
OSE/PE Report for:
Construction Permit 1-1 Certification Letter I I Subdivision Approval ei
Property Location:
911 Address: City:
Lot A Section Subdivision Thomas/Westerman Property(TM 101-1B)
GPIN or Tax Map# 101-1B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Ted Thomas
Street: 2449 Dudley Mountain Road
City:North Garden State VA Zip Code 229.59
Prepared by:
OSE Name
Steve Gooch se# 1940001284
�
Address 703 Oliver Creek Road rf y f E
City Troy Sta e Vir ' t d ,i ;' *
`,7 lir x w
Y
PE Name: License#
**tow Address
City State Zip Code
Date of Report 5/24114 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Forms
Soil Profile Sheets Survey Plat
Soil Information Summary Sheets
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 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.
INThe work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): nstruction permit❑ certification letter[] subdivision approval Q
be(select one)issued gd denied U.
OSE/PE Signature 5 I U4-_ Date t7/2 YI
fCA')Q Z IR-Q
Soil Profile
Primary Drain Field
Lot A
A Division of Tax Map 101-1B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
6 0-4 A Gray(10YR 5/1) clay loam 3
4-30 Bt Red(10R 5/8) silty clay loam 3
30-84 CB Brownish yellow(10YR 6/6) silt loam, red(10R 5/8) silty 3
clay loam
7 0-5 A Gray(10YR 5/1) clay loam 3
5-45 Bt Red(10R 5/8) silty clay loam 3
45-60 BC Red(2.5YR 5/8) clay loam and brownish yellow 3
(10YR 6/8) silt loam
60-84 C Brownish yellow(10YR 6/8) silt loam 3
8 0-3 A Gray(10YR 5/1)clay loam 3
3-8 E Light yellowish brown(10YR 6/4)clay loam 3
8-30 Bt Red(10R 5/8) silty clay loam 3
30-60 CB Reddish yellow(7.5YR 6/8) silt loam and red(10R 5/8) 3
silty clay loam
60-66 C Pale olive (5Y 5/3) loam with schist fragments 3
No., 66- Cr 50%+ schist fragments
9 0-3 A Gray(10YR 5/1)clay loam 3
3-8 BE Reddish yellow(7.5YR 6/6)clay loam 3
8-31 Bt Red(10R 5/8) silty clay loam 3
31-84 CB Brownish yellow(10YR 6/6) sandy clay loam, red(10R 5/8)2
silty clay loam
10 0-4 A Gray(10YR 5/1) clay loam 3
4-8 BE Reddish yellow(7.5YR 6/6) clay loam 3
8-36 Bt Red(10R 5/8) silty clay loam 3
36-84 C Brownish yellow(10YR 6/6) silt loam 3
19 0-4 A Dark gray(10YR 4/1) loam 2
4-40 Bt Red(10R 4/8) silty clay loam 3
40-84 Bt2 Reddish brown(2.5YR 5/4)clay loam,mica 2
Page of Cl
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Nur-
Date 5/24/14 Submitted to Albemarle County Health Department
Applicant Ted Thomas Telephone Number (434) 531-8514
Address 2449 Dudley Mountain Road North Garden,VA 22959
Owner same Address same
Location 2449 Dudley Mountain Road
Tax Map 101-1B Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY - phwvA
Fiet)
1. Position in landscape satisfactory? !X Yes r No
Describe side slope
2. Slope 14 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 66" None
4. Depth to seasonal water table (gray mottling or gray color) 5< No 7 Yes inches
Cree water present IX No Yes range in inches
' Soil percolation rate estimated Yes Texture group I II ® IV
No Estimated rate 60 min/inch
7. Permeability test performed r Yes
No
If yes, note type of test performed and attach
iX Site Approved: Drainfield to be placed at 42" depth at site designated on permit.
1 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. Proposed system too close to well.
Other Specify
(attach additional pages if necessary)
PaT- AF
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, ez;nly the primary area, ❑ only the reserve
area(check one)for Lot A —A Division of TM 101-1B(Property ID).
Design Basis
Total length of available area: 80' +40' Total width of available area: 90'
Estimated Perc.Rate: 60 at 42" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Pump 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:_452_ Total trench bottom area required: 1920
Area Calculations
Number of trenches 9(7 8O's+2 40's) Length of trenches: 80' +40'
Width of trenches: 3_- ' Center to center spacing: 10'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 75' Total trench bottom area provided: 1920
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
Pcuye. 9
Soil Profile
Reserve Drain Field
Lot A
A Division of Tax Map 101-1B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
8 0-3 A Gray(10YR 5/1) clay loam 3
3-8 E Light yellowish brown(10YR 6/4)clay loam 3
8-30 Bt Red(10R 5/8) silty clay loam 3
30-60 CB Reddish yellow(7.5YR 6/8)silt loam and red(10R 5/8) 3
silty clay loam
60-66 C Pale olive (5Y 5/3) loam with schist fragments 3
66- Cr 50%+ schist fragments
9 0-3 A Gray(10YR 5/1) clay loam 3
3-8 BE Reddish yellow(7.5YR 6/6) clay loam 3
8-31 Bt Red(10R 5/8) silty clay loam 3
31-84 CB Brownish yellow(10YR 6/6) sandy clay loam, red(10R 5/8)2
silty clay loam
16 0-2 A Gray(10YR 5/1) sandy loam 2
2-10 BE Yellowish red(5YR 5/8)clay loam 3
10-25 Bt Red(2.5YR 4/6) silty clay loam 3
25-40 C Light olive brown(2.5Y 5/6) silt loam, some rock 3
fragments
40- Cr 50%+rock fragments
17 0-3 A Gray(10YR 5/1) sandy loam 2
3-10 E Light yellowish brown(10YR 6/4) loam 2
10-24 Bt Yellowish brown(O 1 YR 5/80 silty clay loam 3
24-33 C Light olive brown(2.5Y 5/6) silt loam, some rock 3
fragments
33- Cr 50%+rock fragments
18 0-3 A Gray(10YR 5/1) sandy loam 2
3-8 BE Yellowish red(5YR 5/8) clay loam 3
8-48 Bt Red(2.5YR 4/6) silty clay loam 3
48-60 C Light olive brown(2.5Y 5/6) silt loam, some rock 3
fragments
Page 6 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
kvikw-
Date 5/24/14 Submitted to Albemarle County Health Department
Applicant Ted Thomas Telephone Number (434) 531-8514
Address 2449 Dudley Mountain Road North Garden, VA 22959
Owner same Address same
Location 2449 Dudley Mountain Road
Tax Map 101-1B Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY- pie,5 Drziwk c-ieQ<,Q
1. Position in landscape satisfactory? IR Yes C No
Describe side slope
2. Slope 14 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 33" None
4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches
Pree water present X No ' Yes range in inches
!`.'Soil percolation rate estimated R Yes Texture group I II II IV
No Estimated rate 90 min/inch
7. Permeability test performed r Yes
rX No
If yes, note type of test performed and attach
iX Site Approved: Drainfield to be placed at 18" depth at site designated on permit.
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. 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. Proposed system too close to well.
Other Specify
gar.
(attach additional pages if necessary)
P
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,manly the reserve
area(check one)for Lot A —A Division of TM 101-1B (Property ID).
Design Basis
Total length of available area: _ 80' width of ay :lable.area: 55'
Estimated Perc.Rate: 90 at 18" in.(depth) Number of bedrooms(or G 4.
1 2
Conveyance Method : Pump, Distribution method (specify): Pump
3c
Dispersal system basis (IMP 118A = l#I ire
Effluent quality required: Seconds (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 307 Total trench bottom area required: 1228
Area Calculations
Number of trenches 6 Length of trenches: 80_'_
Width of trenches: 3' Center to center spacing: 10'
Reserve required? Yes Percent reserve area required: 100
width of absorption area required 53' Total trench bottom area provided: 1440
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
11- -
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**.- s Albemale County, Virginia
5 d TA , * 1 Steve Gooch Consulting Geologist
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House, Well and Drain Field§0ites
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Lot A
' - A Diyision of Tivi 101-1B
di, . - -, ,-.., k - N
Albemarle County, Virginia
• Steve Gooch Consulting Geologist
7,447, 703 Oliver Creek Road
Troy, Virginia 22974
Page 1 of 9
OSE/PE Report for:
err• Construction Permit r Certification Letter 1- Subdivision Approval 1 7 1
Property Location:
911 Address: City:
Lot Residue Section Subdivision Thomas/Westerman Property(TM 101-1B)
GPIN or Tax Map# 101-1B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Ted Thomas
Street: 2449 Dudley Mountain Road ,`
North Garden VA �
To-
city: are
- State �.,. E':
zr Po
Prepared by t Lof
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 5/24/14 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Forms
Soil Profile Sheets Survey Plat
Soil Information Summary Sheets
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 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 r l 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 5
be(select one)issued IN denied Q.
Nifty
OSE/PE Signature 407/4_ Date h-!z y 1r y
POjc Z
Soil Profile
Primary Drain Field
Residue
A Division of Tax Map 101-1B
``00` Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
11 0-3 A Dark gray(10YR 4/1) sandy loam 2
3-29 Bt Yellowish red(5YR 5/8) silty clay loam 3
29-84 C Very pale brown(10YR 7/4) sandy loam 2
12 0-4 A Dark gray(10YR 4/1) sandy loam 2
4-14 E Brown(10YR 5/3) sandy loam 2
14-34 Bt Yellowish red(5YR 5/8)clay loam 3
34-84 Cl Reddish yellow(5YR 6/8) sandy loam 2
13 0-3 A Dark gray(10YR 4/1) sandy loam 2
3-6 BE Reddish brown(5YR 5/4)clay loam 3
6-35 Bt Red(10R 4/8) silty clay loam 3
35-84 Bt2 Red(10R 5/8)clay loam, mica 3
14 0-3 A Light brownish gray(10YR 6/2) sandy loam 2
3-8 BE Reddish brown(5YR 5/4) clay loam 3
8-40 Bt Red (2.5YR 5/8) clay loam 3
40-84 C Dark yellowish brown(10YR 4/6) loam,mica 2
15 0-3 A Dark gray(10YR 4/1) sandy loam 2
3-13 E Brown(10YR 5/3) sandy loam 2
13-48 BC Strong brown(7.5YR 5/8) clay loam, some weathered 3
graphite schist fragments
48-84 C Black(2.5Y/N2) silt loam graphite schist saprolite 3
(lithochromic)
Page of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 5/24/14 Submitted to Albemarle County Health Department
Applicant Ted Thomas Telephone Number (434)531-8514
Address 2449 Dudley Mountain Road North Garden, VA 22959
Owner same Address same
Location 2449 Dudley Mountain Road
Tax Map 101-1B Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY- ?Nv D ru C.,I J
1. Position in landscape satisfactory? X Yes r"_ No
Describe side slope
2. Slope 21 %
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
Free water present IX No I Yes range in inches
*Soil percolation rate estimated X Yes Texture group I II Q IV
No Estimated rate 60 min/inch
7. Permeability test performed ( Yes
X No
If yes, note type of test performed and attach
'x Site Approved: Drainfield to be placed at 48" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. 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. 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
Nirier
(attach additional pages if necessary)
Pc112- 4 4-9
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, P'only the primary area, ❑ only the reserve
area(check one)for_Residue —A Division of TM 1O1-1B(Proper l-y ID).
Design Basis
Total length of available area: 80' Total width of available area: 75'
Estimated Perc.Rate: 60 at 48" 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? NQ (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 452 Total trench bottom area required: 1808
Area Calculations
Number of trenches 8 Length of trenches: 80'
Width of trenches: 3' Center to center spacing: 10'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 73; Total trench bottom area provided: 1920
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
Soil Profile �4�c" c9
Reserve Drain Field
Residue
A Division of Tax Map 101-1B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Dark grayish brown(10YR 4/2) clay loam 3
4-46 BC Reddish brown(5YR 5/4) clay loam with amphibolite 3
fragments
46- - Amphibolite boulder
2 0-6 A Dark grayish brown(10YR 4/2) clay loam 3
6-44 BC Reddish brown(5YR 5/4) clay loam with amphibolite 3
fragments
44= = Amphibolite boulder
3 0-6 A Dark grayish brown(10YR 4/2)clay loam 3
6-16 Bt Reddish brown(5YR 5/4) clay loam 3
16-36 Cl Yellowish brown(10YR 5/6) clay loam 3
36- Cr Amphibolite
4 0-6 A Dark grayish brown(10YR 4/2) clay loam 3
6-18 Bt Reddish brown(5YR 5/4) clay loam 3
18-30 C Yellowish red(5YR 5/8) clay loam with amphibolite 3
fragments
30- Cr Amphibolite
5 0-4 A Dark grayish brown(10YR 4/2)clay loam 3
4-33 BC Reddish brown(5YR 5/4) clay loam with amphibolite 3
fragments
33- - Amphibolite boulder
Page 6 of l
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 5/24/14 Submitted to Albemarle County Health Department
Applicant Ted Thomas Telephone Number (434)531-8514
Address 2449 Dudley Mountain Road North Garden,VA 22959
Owner same Address same
Location 2449 Dudley Mountain Road
Tax Map 101-1B Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY _ ficeorvt, Oftm,A Rea
1. Position in landscape satisfactory? IX Yes I___ No
Describe side slope
2. Slope 19 %
3. Depth to rock or impervious strata: Max. 46" Min. 30" None
4. Depth to seasonal water table (gray mottling or gray color) X No r Yes inches
Free water present iX No I Yes range in inches
441f.'Soil percolation rate estimated )X Yes Texture group I II IS IV
No Estimated rate 80 min/inch
7. Permeability test performed r Yes
rx No
If yes, note type of test performed and attach
'x Site Approved: Drainfield to be placed at 18" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. 7 Insufficient depth of suitable soil to seansonal water table.
4. _ Rates of absorption too slow.
5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. I Proposed system too close to well.
r Other Specify
(attach additional pages if necessary)
Fc99., v-9
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 Residue —A Division of TM 101-1B(Property ID).
Design Basis
Total length of available area: 75' Total width of available area: 80'
Estimated Perc.Rate: 80 at 18" in.(depth) Number of bedrooms(or GPD): 4
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: 268 _ Total trench bottom area required: 1072
Area Calculations
Number of trenches 8 (6 70's+2 35's) Length of trenches: 70' + 35'
Width of trenches: 3' Center to center spacing: 10'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 73; Total trench bottom area provided: 1490
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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