HomeMy WebLinkAboutSUB201400064 Approval - Agencies 2014-04-15 -i = '
COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
State Department of Health FLUVANNA COUNTY(PALMYRA)
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 12,2014
Rachel Falkenstein, Senior Planner
County of Albemarle
Department of Community 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 20 Parcel 14-B located in Albemarle
County,Virginia.
Dear Ms.Falkenstein:
On April 16,2014,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.
Sinc rely,
mss.-►
IL
Travis T. Davis
Environmental Health Specialist, Sr. Ap p ro if ec,
" oFA`,
o ,�*5,
tett!,
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Date: 04/16/2014
Teresa Batten i
Virginia Department of Health
1138 Rose Hill Drive r'
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2014-00064 Martin Investments LLC—Two lot subdivision
Date Submitted: 4/16/14
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide Tax Map 20 Parcel 14-
B. This project requires Health Department approval prior to receiving final County approval.
The applicant has provided a soils report, which is attached. Please review the proposal for
suitable subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2,
4.2.3, 4.2.4, and Chapter 14, Section 310 of the Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
Sincerely,
Rachel Falkenstein, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
rfalkenstein@albemarle.org
(434)296-5832, ext 3272 phone
(434)972-4126, fax
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Soils Study for Drain Field Sites
Tracts 2A and 2B
A Division of Revised Tract 2
Tax Map 20 Parcel 14B
Albemarle County
Prepared for:
Martin Investments
9932 Seminole Trail
Ruckersville,Virginia 22968
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
April 15, 2014
•
Page 1 of 8
OSE/PE Report for:
Construction Permit n Certification Letter n Subdivision Approval IN
Property Location:
911 Address: City:
Lot 2A Section Subdivision
GPIN or Tax Map# 20-14B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Martin Investments
Street: 9932 Seminole Trail
City:Ruckersville State Virginia Zip Code 22968
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
%ear Address
City State Zip Code
Date of Report 4/15/14 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 e e t an'.
Disposal Regulations(12 VACS-610),the Private Well Regulations(12 VAC5-630)and all other a.pl t re_ . and policies implemented by the Virginia Department of Health. I further certify that I c i tly p. i 1 lic''se required
by the laws and regulations of the Commonwealth that have been duly issued by the a. ble • h . licensure to
perform the work contained herein.
171 I The work attached to this cover page has been conducted under an exemption to pra engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): construction permit❑ certification letter El subdivision approval 51
be(select one)issued IN denied❑.
ti..
OSE/PE Signature �'I �{/v Date V//f/f I
Soil Profile
Primary Drain Field
Tract 2A
A Division of Revised Tract 2
Tax Map 20 Parcel 14B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-11 A Brown(7.5YR 5/4) loam 2
11-54 Bt Red(10R 4/6) silty clay loam 3
54-84 C Brownish yellow(10YR 6/8) sandy loam 2
2 0-6 A Dark grayish brown(7.5YR 3/3) clay loam 3
6-32 Bt Red(10R 4/8) silty clay loam 3
32-48 BC Red(2.5YR 5/8) clay loam and dark yellowish brown 3
(10YR 4/6) sandy loam
48-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
6 0-8 A Dark grayish brown(7.5YR 3/3) clay loam 3
8-30 Bt Red(10R 4/8) silty clay loam 3
30-84 CB Dark yellowish brown(10YR 4/6) sandy loam and red 2
(2.5YR 5/8) clay loam
7 0-4 A Brown(7.5YR 5/4) loam 2
4-36 Bt Red(10R 4/6) silty clay loam 3
36-54 Bt2 Reddish brown(2.5YR 5/4) clay loam 3
54-84 C Yellowish brown(10YR 5/8) sandy loam 2
8 0-4 A Brown(7.5YR 5/4) loam 2
4-31 Bt Red(10R 4/6) silty clay loam 3
31-54 Bt2 Reddish brown(2.5YR 5/4) clay loam 3
54-84 C Yellowish brown(10YR 5/8) sandy loam 2
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/15/14 Submitted to Albemarle County Health Department
Applicant Martin Investments Telephone Number (434) 985-4151
Address 9932 Seminole Trail Ruckersville, Virginia 22968
Owner same Address same
Location State Route 641 at Advance Mills
Tax Map 20-14B Subdivision
Block/Section Lot 2A
SOIL INFORMATION SUMMARY — '-I v7 OriiK
1. Position in landscape satisfactory? X Yes i- No
Describe side slope
2. Slope 17 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) X No 7 Yes inches
R. Free water present IX No r Yes range in inches
'''mss. Soil percolation rate estimated r Yes Texture group I II III IV
r No Estimated rate 60 min/inch
7. Permeability test performed I 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. r Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. + Insufficient depth of suitable soil to seansonal water table.
4. r 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.
'. r Other Specify
(attach additional pages if necessary)
Pa„ Y of e
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, C�'only the primary area, ❑ only the reserve
area(check one)for_Tract 2A —A Division of Revised Tract 2 (TM 20-14B)(Property ID).
Design Basis
Total length of available area: 100' 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? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 452 _ Total trench bottom area required: 1808
svir
Area Calculations
Number of trenches 7 Length of trenches: 90'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 57; 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
vQA � r�
Soil Profile
Reserve Drain Field
Tract 2A
A Division of Revised Tract 2
_- Tax Map 20 Parcel 14B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
3 0-12 A Brown(7.5YR 5/4) loam 2
12-31 Bt Red(10R 4/6) silty clay loam 3
31-84 C Brownish yellow(10YR 6/8) sandy loam 2
4 0-7 A Brown(7.5YR 5/4) loam 2
7-23 Bt Red(10R 4/6) silty clay loam 3
23-55 C Brownish yellow(10YR 6/8) sandy loam 2
55- Cr Granite gneiss
5 0-6 A Brown(7.5YR 5/4) loam 2
6-30 C Brown(7.5YR 5/4) sandy loam with gneiss fragments 2
30- Cr 50%+gneiss fragments
6 0-8 A Dark grayish brown(7.5YR 3/3) clay loam 3
8-30 Bt Red(10R 4/8) silty clay loam 3
30-84 CB Dark yellowish brown(10YR 4/6) sandy loam and red 2
(2.5YR 5/8) clay loam
Page of of I
Appendix 2
Soil Summary Report
4 - GENERAL INFORMATION
Date 4/15/14 Submitted to Albemarle County Health Department
Applicant Martin Investments Telephone Number (434) 985-4151
Address 9932 Seminole Trail Ruckersville,Virginia 22968
Owner same Address same
Location State Route 641 at Advance Mills
Tax Map 20-14B Subdivision
Block/Section Lot 2A
SOIL INFORMATION SUMMARY- �?�� Drtmvit Fled
1. Position in landscape satisfactory? ;X Yes No
Describe side slope
2. Slope 17 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 30" None
4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches
c Free water present X No r Yes range in inches
acs. Soil percolation rate estimated 5X Yes Texture group I II a IV
r No Estimated rate 90 min/inch
7. Permeability test performed 1— Yes
X 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. Position in landscape subject to flooding or periodic saturation.
2. 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
Allow
(attach additional pages if necessary)
rolc 7 e--1
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.
Niftw
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, Ely the reserve
area(check one)for Tract 2A —A Division of Revised Tract 2(TM 20-14B)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 70'
Estimated Perc.Rate: 90 at 18" in. (depth) Number of bedrooms(or GPD): 4
t 2
Conveyance Method : _ Gravi Distribution method (specify): Gravity
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Second (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 307 _ Total trench bottom area required: 1228
Area Calculations
Number of trenches 5 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 63' Total trench bottom area provided: 1500
The required width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
%%"' Page of
AOSE Form E Revised July 18,2007
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a�,,...<
eo ■ • / w ,;3 ract 2A
��� m LL A Division of Revised Tract 2
cu a A /0)�m Tax Map 20 Parcel 14B 0.'5,
.<5. I--< %L Albemarle County, Virginia
"Ka� Cr V a �! Steve Gooch Consulting Geologist
d • °� z 703 Oliver Creek Road
N m Troy, Virginia 22974
Page 1 of 8
OSE/PE Report for:
Nor Construction Permit ' 1 Certification Letter n Subdivision Approval IN
Property Location:
911 Address: City:
Lot 2B Section Subdivision
GPIN or Tax Map# 20-14B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Martin Investments
Street: 9932 Seminole Trail
City:Ruckersville state Virginia Zip Code 22968
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Nam., Address
City State Zip Code
Date of Report 4/15/14 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 Sewa:-
Disposal Regulations(12 VACS-610),the Private Well Regulations(12 VACS-630)and all other applicable I e_`' ..ti d
policies implemented by the Virginia Department of Health. I further certify that I currently possess r ssi%:.al li se uired
by the laws and regulations of the Commonwealth that have been duly issued by the applicable age g wi 1` ice;".ure to
perform the work contained herein.
1• 1 The work attached to this cover page has been conducted under an exemptio •e p i eering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): construction permit❑ certification letter';: subdivi on approval 5
be(select one)issued 0 denied❑.
stow
OSE/PE Signature � -Q,(� Date y//cl/Y
?a z- s I
Soil Profile
Primary Drain Field
Tract 2B
A Division of Revised Tract 2
`Now Tax Map 20 Parcel 14B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
10 0-8 A Brown(7.5YR 5/4) loam 2
8-19 Bt Red(10R 4/6) silty clay loam 3
19-36 BC Yellowish red(5YR 5/8) sandy clay loam 2
36-72 C Strong brown(7.5YR 5/8) sandy loam 2
11 0-6 A Brown(7.5YR 5/4) loam 2
6-24 Bt Red(10R 4/6) silty clay loam 3
24-33 BC Yellowish red(5YR 5/8) sandy clay loam 2
33-72 C Brownish yellow(10YR 6/8) sandy loam 2
14 0-8 A Brown(7.5YR 5/4) loam 2
8-36 Bt Red(10R 4/6) silty clay loam 3
36-72 Bt2 Red(2.5YR 5/8) clay loam 3
15 0-8 A Brown(7.5YR 5/4) loam 2
8-29 Bt Red (10R 4/6) silty clay loam 3
29-54 Bt2 Red(2.5YR 5/8) clay loam 3
54-72 C Yellowish brown(10YR 5/8) sandy loam 2
16 0-7 A Brown(7.5YR 5/4) loam 2
7-36 Bt Red(10R 4/6) silty clay loam 3
36-60 Bt2 Red(2.5YR 5/8) clay loam 3
60-72 C Dark yellowish brown(10YR 4/6) sandy loam 2
Page 3 of 8
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/15/14 Submitted to Albemarle County Health Department
Applicant Martin Investments Telephone Number (434)985-4151
Address 9932 Seminole Trail Ruckersville, Virginia 22968
Owner same Address same
Location State Route 641 at Advance Mills
Tax Map 20-14B Subdivision
Block/Section Lot 2B
SOIL INFORMATION SUMMARY- pi-to/tot.? 0Tit 1I j
1. Position in landscape satisfactory? 15-<' Yes No
Describe side slope
2. Slope 16
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 iX No I Yes range in inches
N.e. Soil percolation rate estimated x Yes Texture group I II II IV
No Estimated rate 60 min/inch
7. Permeability test performed r 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. 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. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. 1- Other Specify
(attach additional pages if necessary)
fC(fr ç/6ç_e'
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, only the primary area, ❑ only the reserve
area(check one)for_Tract 2B —A Division of Revised Tract 2 (TM 20-14B)(Property ID).
Design Basis
Total length of available area: 90' Total width of available area: 70'
Estimated Perc. Rate: 60 at 48" 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: 1808
vow
Area Calculations
Number of trenches 7 Length of trenches: 90'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 57' 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
).2c ccFr
Soil Profile
Reserve Drain Field
Tract 2B
A Division of Revised Tract 2
Tax Map 20 Parcel 14B
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
9 0-5 A Brown(7.5YR 5/4) loam 2
5-20 Bt Red(10R 4/6) silty clay loam 3
20-27 C Strong brown(7.5yR 5/8) sandy loam with weathered 2
granite gneiss fragments
27- Cr 50%+granite gneiss fragments
10 0-8 A Brown(7.5YR 5/4) loam 2
8-19 Bt Red(10R 4/6) silty clay loam 3
19-36 BC Yellowish red(5YR 5/8) sandy clay loam 2
36-72 C Strong brown(7.5YR 5/8) sandy loam 2
11 0-6 A Brown(7.5YR 5/4) loam 2
6-24 Bt Red(10R 4/6) silty clay loam 3
24-33 BC Yellowish red(5YR 5/8) sandy clay loam 2
33-72 C Brownish yellow(10YR 6/8) sandy loam 2
12 0-6 A Brown(7.5YR 5/4) loam 2
6-28 CB Yellow(10YR 7/8) sandy loam with seams of red 2
(10R 5/8) clay loam
28- Cr Granite gneiss
13 0-4 A Brown(7.5YR 5/4) loam 2
4-32 Bt Red(10R 4/6) silty clay loam 3
32-51 Cl Light red(2.5YR 6/8) clay loam 3
51-72 C2 Yellowish red(5YR 5/8) sandy loam 2
Page G of 4
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/15/14 Submitted to Albemarle County Health Department
Applicant Martin Investments Telephone Number (434) 985-4151
Address 9932 Seminole Trail Ruckersville, Virginia 22968
Owner same Address same
Location State Route 641 at Advance Mills
Tax Map 20-14B Subdivision
Block/Section Lot 2B
SOIL INFORMATION SUMMARY - ( . orzok .rill
1. Position in landscape satisfactory? 15-< Yes r No
Describe side slope
2. Slope 18
3. Depth to rock or impervious strata: Max. 72"+ Min. 27" None
4. Depth to seasonal water table(gray mottling or gray color) iX No Yes inches
5. Free water present IX No [ Yes range in inches
Soil percolation rate estimated IX Yes Texture group I II CD IV
No Estimated rate 90 min/inch
7. Permeability test performed T Yes
IX No
If yes, note type of test performed and attach
5( Site Approved: Drainfield to be placed at 12" depth at site designated on permit.
r 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• r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
7. r Other Specify
(attach additional pages if necessary)
rely 7 6r
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, Only the reserve
area(check one)for Tract 2B—A Division of Revised Tract 2(TM 20-14B)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 110'
Estimated Perc. Rate: 90 at 12" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4(LPD) LGMI required?_Noo(Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 424 Total trench bottom area required:_5953*
*includes 17% increase for slope
New-
Area Calculations
Number of trenches 30 Length of trenches: 100'
Width of trenches: 1" Center to center spacing: 2'
Reserve required? This is reserve Percent reserve area required: 100
Total width of absorption area required 58' Total trench bottom area provided: 6000
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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Steve Gooch, C.P.G./A.O.S.E STEVE GOOCH spgooch.geologist @gmail.com
CONSULTING GEOLOGIST, INC. Phone: 434-531-0487
703 Oliver Creek Rd. Troy,Virginia 22974
April 15, 2014
Mr. Bill Fritz
County Of Albemarle
Dept. Of Planning and Community Development
401 McIntire Rd Room 227
Charlottesville, VA 22902-4579
Re: Proposed Drain Field Sites
Tracts 2A and 2B
A Division of Revised Tract 2
Tax Map 20 parcel 14B
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.
AX)TI/L,
Steve Gooch
Encl.
Commonwealth of Virginia VDH Use Only
Health Department ID#
Application for Subdivision Review Due Date
(Page 1 of 2 to be filled out by the Owner or Agent)
Owner Robert and Donna Martin Phone (434)985-4151
Mailing Address 9932 Seminole Trail Phone
Ruckersville,Virginia 22968 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 29 North,left on State Route 641 (Fray's Mill Road)to property on left just past 1873 Fray's
Mill Road
Name of Proposed Subdivision
Tax Map 20-14B Other Property Identification Dimension/Acreage of Property 12.78 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,individual
General size of lots 6.4 Ac.,6.78 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.
Vic/1y
Signature of Owner/Agent Date
a "
ti
Commonwealth of Virginia HealthDep neennt O n l y
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