HomeMy WebLinkAboutSUB201900089 Assessment - Environmental 2019-05-22 uid Dominion Onsite Inc. Page 1 of 5
116 Sylvia Road, Suite A, Ashland VA 23005
OSE/PE Report for
Subdivision Approval
Property Location:
911 Address: City: Afton
Lot Section Subdivision
GPIN or Tax Map# TM 69-48C, 8.517 Acres Health Dept. ID#
Latitude 38.016488 Longitude -78.794284
Applicant or Client Mailing Address:
Name: Chris Bowen
Street: 3310 Rowcross St
City, State, Zip Code: Corzet,VA 22932
Prepared by:
OSE Name Donald Hackler License# 1940001231
Address 40 Deer Tail Ln
City, State, Zip Code Louisa,VA 23093
PE Name License#
Address
City, State, Zip Code
Date of Report: May 22, 2019 Date of revision#1
AOSE/PE Job Number: 1231-19-018 Date of Revision #2
Contents/Index of this report:
1. Cover Page
2. Site Evaluation
3. Soil Profile
4. Site Plan
5. Abbreviated Design
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 policiesimplemented by the Virginia Department of Health. I futher certify that I
currently posses 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.
X The work attached to this cover page has been conducted under an exemption to the practice of
engineering, specifically the exemtion in Code of Virginia Section 54.1-402.A.11
I recommend a Subdivision Approval be issued'
/
OSE/PE Signature �' �/V� y "� Date "' // 2/✓-
OSE Job# : 1231-19-018
Page 7 of 5
Health Department ID#
Site and Soil Evaluation Report Due Date
(For certification letters and subdivisions)
Old Dominion Onsite Inc.
116 Sylvia Rd,Suite A
Ashland VA 23005 Tax Map/GPIN Ref: 69-48C,8.517 Acres
540-223-0172
General Information
Date: May 2,2019 Albemarle County Health Department
Applicant: Same as Owner Telephone No.:
Address:
Owner: Chris Bowen Address: 3310 Rowcross St,Corzet VA 22932
Location: Northside of Dick Woods Rd about 0.1 mile East of Owl Lane
Subdivision: Block/Section: Lot:
Soil Information Summary
1.Position in landscape satisfactory Yes n No n Describe Side Slope
2.Slope 18-20 %
3.Depth to rock/impervious strata Max. 64"+ Min. 60" None n
4. Free Water No Yes n Range in Inches
5.Depth to seasonal water table(gray mottling or gray color) 64"+ inches
6.Soil percolation rate estimated Yes X Texture group nI nll X III nIV
No n Estimated Rate 55 min./inch at 36 inches
7.Percolation test performed Yes n Number of percolation test holes
No n Depth of percolation test holes
Average percolation rate mpi
Name(s)and title(s)of evaluator(s): Donald Hackler AO.9j,�][��/.u`'j,# 19. 01231 540-223-0172
-_ Zy r, y
Signature(s) �f '.111/�� �f / Y �
Site Approved. Absorption trench dispersing Septic tank effluent to be placed at 36 (inches)depth at
site designated on permit. Site provides a total of 2574 square feet of absorption area for primary and reserve.
Site Disapproved.Reasons for Rejection(check all that apply)
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 seasonal water table.
4 Rates of absorption to slow.
5 Insufficient area of acceptable soil for required drainfield,and/or Reserve Area.
6 Proposed system too close to well.
7 Other—Specify
Revised 12/1/2014 OSE Job# : 1231-19-018
•
Page 3 of 5
Date of Evaluation: May 2,2019 Profile Description
SOIL EVALUATION REPORT
Property ID: TM 69-48C, 8.517 Acres, Chris Bowen
Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing
on the construction permit or the sketch submitted with the application.If soil evaluations are conducted by a private soil scientist,
location of profile holes and sketch of the area investigated including all structural features i.e.sewage disposal systems,wells,etc.
within 100 feet of site and reserve site shall be shown on the reverse side of this page or prepared on a separate page
and attached to this form.
See application sketch El See construction permit QX See sketch on reverse side or page attached to this form
Hole# Horizon Depth Description of color, texture, etc. Texture
(Inches) Group
1 B A 0-4 2.5YR 5/4 Clay Loam III
Bt1 4-10 _2.5YR 5/6 Clay Loam III
Bt2 10-42 2.5YR 5/8 Clay Loam III
Bt3 42-52 2.5YR 5/8 Light Clay Loam III
BC 52-64 5YR 5/4 &2.5YR 5/8 Light Clay Loam III
2B A 0-2 Leaf litter
Bt1 2-25 2.5YR 6/4 Clay Loam III
Bt2 25-34 10R 5/6 Clay Loam III
BC 34-60 10R 5/6 Light Clay Loam II
few fine faint 10R 8/4 mottles from parent material
3B A 0-4 Leaf Litter
Bt1 4-16 2.5YR 6/4 Clay Loam III
Bt2 16-62 2.5YR 5/8 Clay Loam to Light Clay Loam III
4B A 0-3 Leaf Litter
Bt1 3-12 2.5YR 6/4 Clay Loam III
Bt2 12-46 2.5YR 5/8 Clay Loam III
BC 46-61 2.5YR 5/8 Light Clay Loam III
few fine faint 2.5YR 8/4 mottles from parent material
REMARKS:
Revised 12/1/2014 OSE Job# : 1231-19-018
\
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Abbreviated Design Form Page 5 of 5
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 for TM 69-48C,8.517 Acres,Chris Bowen
Design Basis
Total length of available area: 100 Total width of available area: 100
Estimated Pere.Rate 55 at 36 in.(depth) Number of bedrooms 4
Conveyance Method: Gravity Distribution method(specify): D-Box
Dispersal system basis Table 5.4 of SHDR LGMI required? No
Effluent quality required: Primary-Septic tank effluent Reserve-Advanced Secondary
Square feet per bedroom: 412 Total trench bottom area required: 1648
Square feet per bedroom for reserve 221 Total area for reserve 884
Area Calculations
Number of trenches 6 (Note if a pad is used) Length of pad or trenches: 95
Reserve is 3 Ditches 99' Long =891 Sq Ft
Width of pad or trenches: 3 Center to center spacing: 10
Reserve required? Yes Percent reserve area required: 100%
Total width of absorption area required 85 Total trench bottom area provided: 2574
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.
AOSE Form E Revised Jury 18,2007 AOSE Job#: 1231-19-018
, • Commonwealth of Virginia VDH Use Only
Health Department ID#
Application for: []Sewage System []Water Supply Due Date
Owner Chris Bowen Phone 434-989-7871
Mailing Address 3310 Rowcross St Phone
Corzet VA 22932 Fax
Agent Old Dominion Onsite Inc. Phone -
Mailing Address 116 Sylvia Rd Suite A Phone
Ashland VA 23005 Fax (888)501-7518
Site Address Email
Q___'',i=6_ii'•, :r=C]�!ll:[avilG�i3iG.C^i t i
Directions to Property: Northside of Dick Woods Rd about 0.1 mile East of Owl Lane
Subdivision Section Block Lot
Tax Map 69-48C,Parcel X Other Property Identification Dimension/Acreage of Property 7.663
Sewage System
Types of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a
sewage systemand to apply for a construction permit(valid for 18 months)only when ready to build.
�X Certification Letter El Construction Permit Voluntary Upgrade Ei Repair Permit
Proposed Use:
Ei Single Family Home(Number of Bedrooms 4 ) 11 Multi-Family Dwellings(Total Number of Bedrooms )
Other(describe)
Basement? El Yes�X No Walkout Basement? Yes❑No Fixtures in Basement? Yes❑No
Conditional permit desired?❑Yes�X No If yes,which condition do you want?
Reduced water flowEi Limited occupancy Intermittent of seasonal use Temporary use not to exceed 1 year
Do you wish to apply for a betterment loan eligibility letter? Yes EINo *There is a$50 fee for determination of eligibility.
Water Supply
Will the water supply be ❑ Public or ❑X Private? Is the water supply Existing or ❑X Proposed?
If proposed,is this a replacement well? 11 Yes El No. Will the old well be abandoned? Yes Ei No.
Will any buildings within 50'of the proposed well be termite treated? Yes ❑X No.
All Applicants
Is this a private sector OSE/PE application? ❑X Yes ❑No If yes,is the OSE/PE package attached? El Yes LINo
Is this property indeed to serve as your(owners)principle place of residence? ❑X Yes EINo
In order for VDH to process your application for a sewage system you must attach a plat of the property and a site sketch.For water supplies,a
plat of the property is recommended and a site sketch is required.The site sketch should show your property lines,atual and/or proposed
buildings and the desired location of you well and/or sewage system When the site evaluation is conducted the property lines,building
location and the proposed well and sewage sites must be clearly marked and the property sufficiently visible to see the topography.
I give permission to the Virginia Department of Health to enter onto the property described during normal business hours for the purpose of
processing this application and to perform quality assurance check of evaluations and designs certified by a private sector Onsite Soil Evaluator
or Professional Engineer as necessary until the sewage disposal system and/or private water supply has been constructed and approved.
Signature of Owner/Agent Date
This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014
uid Dominion Onsite Inc. Page of
116 Sylvia Road, Suite A, Ashland VA 23005
OSE/PE Report for
Subdivision Approval
Property Location:
911 Address: City: Afton
Lot Section Subdivision
GPIN or Tax Map# TM 69-48C, Parcel X Health Dept. ID#
Latitude 38.016488 Longitude -78.794284
Applicant or Client Mailing Address:
Name: Chris Bowen
Street: 3310 Rowcross St
City, State, Zip Code: Corzet,VA 22932
Prepared by:
OSE Name Donald Hackler License# 1940001231
Address 40 Deer Tail Ln
City, State, Zip Code Louisa,VA 23093
PE Name License#
Address
City, State, Zip Code
Date of Report: May 22, 2019 Date of revision#1
AOSEIPE Job Number: 1231-19-014 Date of Revision#2
Contents/Index of this report:
1. Cover Page
2. Site Evaluation
3. Soil Profile
4. Survey
5. Abbreviated Design
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 policiesimplemented by the Virginia Department of Health. I futher certify that I
currently posses 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.
X The work attached to this cover page has been conducted under an exemption to the practice of
engineering, specifically the exemtion in Code of Virginia Section 54.1-402.A.11
I recommend a Subdivision Approval be,isued
OSE/PE Signature 4//
%% Date 4
%,./77/577
OSE Job#: 1231-19-014
Page 9 of 5
Health Department ID#
Site and Soil Evaluation Report Due Date
(For certification letters and subdivisions)
Old Dominion Onsite Inc.
116 Sylvia Rd,Suite A
Ashland VA 23005 Tax Map/GP1N Ref: 69-48C,Parcel X
540-223-0172
General Information
Date: March 22,2019 Albemarle County Health Department
Applicant: Same as Owner Telephone No.:
Address:
Owner. Chris Bowen Address: 3310 Rowcross St,Corzet VA 22932
Location: Northside of Dick Woods Rd about 0.1 mile Fast of Owl Lane
Subdivision: Block/Section: Lot:
Soil Information Summary
1.Position in landscape satisfactory Yes X No n Describe Side Slope
2.Slope 18-20 %
3.Depth to rock/impervious strata Max. 63"+ Min. 40" None n
4.Free Water No n Yes n Range in Inches
5.Depth to seasonal water table(gray mottling or gray color) 63"+ inches
6. Soil percolation rate estimated Yes 1-71 Texture group n I inn X III n Iv
No n Estimated Rate 55 min./inch at 30 inches
7.Percolation test performed Yes n Number of percolation test holes
No n Depth of percolation test holes
Average percolation rate mpi
Name(s)and title(s)of evaluator(s): Donald Hackler AO E# 40001231 540-223-0172
Signature(s) �� •
l
Site Approved. Absorption trench dispersing Septic tank effluent to be placed at 30 (inches)depth at
site designated on permit. Site provides a total of 2580 square feet of absorption area for primary and reserve.
Site Disapproved.Reasons for Rejection(check all that apply)
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 seasonal water table.
4 Rates of absorption to slow.
5 Insufficient area of acceptable soil for required drainfield,and/or Reserve Area.
6 Proposed system too close to well.
7 Other—Specify
Revised 12/1/2014 OSE Job# : 1231-19-014
Page 3 of 5
Date of Evaluation: March 22,2019 Profile Description
SOIL EVALUATION REPORT
Property ID: TM 69-48C, Parcel X, Chris Bowen
Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing
on the construction permit or the sketch submitted with the application.If soil evaluations are conducted by a private soil scientist,
location of profile holes and sketch of the area investigated including all structural features i.e sewage disposal systems,wells,etc.
within 100 feet of site and reserve site shall be shown on the reverse side of this page or prepared on a separate page
and attached to this form.
See application sketch See construction permit El See sketch on reverse side or page attached to this form.
Hole# Horizon Depth Description of color, texture, etc. Texture
(Inches) Group
1 A 0-8 5YR 4/3 Loam II
AB 8-18 1OR 4/8 & 5YR 4/3 Clay Loam III
Bt1 18-32 10R 4/8 Clay Loam III
few fine faint 2.5YR 3/6 mottles from parent material
Bt2 32-56 1OR 4/8 Light Clay Loam, some gravel Ill
few fine faint 5YR 4/4 mottles from parent material
56 stopped by rock fragments
2 A 0-6 2.5YR 5/6 Loam II
Bt 6-55 2.5YR 4/8 Clay Loam III
few fine faint 2.5YR 8/3 mottles from parent material
55 stopped by rock fragments
3 A 0-10 5YR 4/3 Loam II
Bt1 10-39 2.5YR 5/8 Clay Loam III
Bt2 39-58 2.5YR 5/8 Clay Loam III
few fine faint 5YR 5/8 mottles from parent material
58 stopped by rock fragments
4 A 0-3 5YR 4/3 Loam II
Bt1 3-34 2.5YR 5/8 Clay Loam Ill
few fine faint 2.5YR 7/6 mottles from parent material
Bt2 34-61 2.5YR 5/8 Light Clay Loam III
few fine faint 2.5YR 7/6 mottles from parent material
5 A 0-6 5YR 5/4 Loam II
AB 6-14 2.5YR 5/6 Clay Loam III
Bt 14-40 1OR 5/6 Clay Loam Ill
40 stopped by rock fragments
6 A 0-6 5YR 4/6 Loam II
AB 6-15 2.5YR 5/6 Clay Loam III
Bt1 15-25 1OR 5/6 Clay Loam III
Bt2 25-50 1OR 5/6 Light Clay Loam Ill
few fine faint 2.5YR 8/3 mottles from parent material
BC 50-62 2.5YR 4/6 Light Clay Loam III
25-50
few fine faint 2.5YR 8/3 mottles from parent material
BC 50-62 2.5YR 4/6 Light Clay Loam III
REMARKS:
Revised 12/1/2014 OSE Job# : 1231-19-014
07,
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Abbreviated Design Form Page 5 of 5
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 for TM 69-48C, Parcel X,Chris Bowen
Design Basis
Total length of available area: 140 Total width of available area: 80
Estimated Perc.Rate 55 at 30 in.(depth) Number of bedrooms 4
Conveyance Method: Gravity Distribution method(specify): D-Box
Dispersal system basis Table 5.4 of SHDR LGM1 required? No
Effluent quality required: Primary-Septic tank effluent Reserve-Advanced Secondary
Square feet per bedroom: 412 Total trench bottom area required: 1648
Square feet per bedroom for reserve 221 Total area for reserve 884
Area Calculations
Number of trenches 7 (Note if a pad is used) Length of pad or trenches: 80
Reserve is 4 Ditches 75' Long =900 Sq Ft
Width of pad or trenches: 3 Center to center spacing: 10
Reserve required? Yes Percent reserve area required: 100%
Total width of absorption area required 105 Total trench bottom area provided: 2580
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.
AOSE Form E Revised July 18,2007 AOSE Job# : 1231-19-014
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SKETCH PLAN SHOWING �" �ATD NORTH Pipe t
PROPOSED HOUSE AND _ M '� STATE �.—
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End.
WHITEHALL MAGISTERIAL DISTRICT )' I /
ALBEMARLE COUNTY, VIRGINIA / /""/ /'-/ \ TMP69-48C
—_ CHRISTOPHER M. BOWEN m
&LISA A. BOWEN s
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0:\RGA\TMPROJ\5996\TMP-69_48C.pro