HomeMy WebLinkAboutSUB201400202 Approval - Agencies 2014-11-28 Soils Study for Drain Field Sites
Lots la and lb
A Division of Lot 1
Clearview
Tax Map 44-12C1
Albemarle County
Prepared for.•
Craig and Miriam Carratt
757 Woodlands Road
Charlottesville, VA 22901
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
November 28, 2014
Page 1 of 5
OSE/PE Report for:
Construction Permit n Certification Letter.n Subdivision Approval 171
Property Location:
911 Address: 757 Woodlands Road City: Charlottesville
Lot la Section Subdivision Clearview
GPIN or Tax Map# 44-12C1 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Craig and Miriam Carratt
Street: 757 Woodlands Road
City:Charlottesville State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
''r' Address
City State Zip Code
Date of Report 11/28/14 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 Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
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): nstruction permit certification letter El subdivision approval
be(select one)issued ig denied Li.
OSE/PE Signature ,-Q,D,i Date ii/ 7P!
QCp-
Soil Profile
Reserve Drain Field
Lot la
A Division of Lot 1 —Clearview
Now- Tax Map 44-12C1
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
7 0-2 A Brown(7.5YR 5/4)clay loam 3
2-12 BE Reddish brown(2.5YR 5/4) sandy clay loam 2
12-84 Bt Red(10R 5/8) silty clay loam 3
8 0-4 A Brown(7.5YR 5/4) clay loam 3
4-13 BE Reddish brown(2.5YR 5/4) sandy clay loam 2
13-34 Bt Strong brown(7.5YR 5/8) silty clay loam 3
34-60 Bt2 Red(2.5YR 5/8) clay loam 3
60-84 C Yellowish brown(10YR 5/4) sandy loam 2
9 0-8 A Light brown(7.5YR 6/4) sandy loam 2
8-24 Bt Brown(7.5YR 4/3)clay loam 3
24-40 Bt2 Reddish brown(5YR 4/4) silty clay loam 3
40-60 Bt2 Yellow(10YR 7/8) silty clay loam, light gray(10YR 6/1) 3
redox mottles
10 0-3 A Brown(7.5YR 5/4)clay loam 3
3-31 Bt Red(10R 5/8) silty clay loam 3
31-48 Bt2 Red(10R 5/8) silty clay loam and reddish brown 3
(5YR 5/4)loam
48-60 C Reddish brown(5YR 5/4) loam 2
11 0-6 A Brown(7.5YR 5/4) clay loam 3
6-36 Bt Red(10R 5/8) silty clay loam 3
36-60 C Yellowish red (5YR 5/8) sandy loam 2
Page 3 of 5-
Appendix 2
Soil Summary Report GENERAL INFORMATION
Date 11/28/14 Submitted to Albemarle County Health Department
Applicant Craig and Miriam Carratt Telephone Number
Address 757 Woodlands Road Charlottesville, VA 22901
Owner same Address same
Location 757 Woodlands Road
Tax Map 44-12C1 Subdivision
Block/Section Lot 1a
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 7 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) No X Yes inches 40"
5. Free water present X No Yes range in inches
NI`w6. Soil percolation rate estimated X Yes Texture group I II ® IV
No Estimated rate 90 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 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. 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.
7. Other Specify
(attach additional pages if necessary)
Pu - 4 C-`'-
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, y the reserve
area(check one)for Lot 1 a —A Division of Lot 1 Clearview(TM 44-12C1)(Property ID).
Design Basis
Total length of available area: 70' Total width of available area: 65'
Estimated Perc.Rate: 90 at 18" in.(depth) Number of bedrooms(or GPD): 4
Conveyance Methods: 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: 307 Total trench bottom area required: 1228
Area Calculations
Number of trenches 6 Length of trenches: 70'
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: 1260
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
WITH THE FREE lik
THE UNDERSIGNED
F EN CES TO FUTURE �. S 58°07'44°E PROPERTY LI
E RETICAL ONLY. ALL .,4 157.22 CENTERLINE
ro THE BEST OF MY KNOWLEDGE. �� PRESCRIPTiV
IRON PAVED ROAD
SET '
20.001 <q
(S26°41'00"W) ,v�
(19.59')`-s,
.
BEFORE ME 4174.\ \ 14 A
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Nc WELL Fa
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SET '`'..,
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Scale 1"= 60' 0- Soil Profile Hole
S63'2 ,
&N , Reserve Drain Field Site
s,'3`F e• • a i Lot la
' 0A Division of Lot 1 —Clearview
Tax =:vlap 44-12C1
30,: Albemarle Coun Vir_inia
/.• i.•.r• /` , teve Gooch Consulting Geologist
703 Oliver Creek Road -
••..,, ' .� Troy, Virginia 22974
Page 1 of 6
OSE/PE Report for:
Construction Permit Certification Letter 17 Subdivision Approval Egl
Property Location:
911 Address: 757 Woodlands Road City: Charlottesville
Lot 1 b Section Subdivision Clearview
GPIN or Tax Map# 44-12C1 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Craig and Miriam Carratt
Street: 757 Woodlands Road
City:Charlottesville State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
'my Address
City State Zip Code
Date of Report 11/28/14 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 Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
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): Anstruction permit❑ certification letter subdivision approval Ei
'Now-
OSE/PE(select one)issued 0 denied U U.
OSE/PE Signature ' .M2%t.4&_ Date li/zyp y
Soil Profile
ck c 2_c) ---
Lot lb
A Division of Lot 1 —Clearview
Tax Map 44-12C1
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown(7.5YR 5/4)clay loam 3
4-12 Bt Red(2.5YR 4/6) clay loam 3
12-40 BC Red(2.5YR 4/6) clay loam and dark yellowish brown 3
(10YR 4/6)loam
40-84 C Dark yellowish brown loam(10YR 4/6) schist saprolite 2
2 0-2 A Brown(7.5YR 5/4) clay loam 3
2-33 Bt Red(10R 5/8) silty clay loam 3
33-48 Bt2 Light red (2.5YR 6/8)clay loam 3
48-84 C Yellowish brown(10YR 5/8) loam 2
3 0-10 A Brown(7.5YR 5/4) clay loam 3
10-48 Bt Red(10R 5/8) silty clay loam 3
48-70 Bt2 Light red(2.5YR 6/8) clay loam 3
70-84 C Yellowish red(5yR 5/8) sandy loam 2
4 0-3 A Brown(7.5YR 5/4) clay loam 3
3-27 Bt Red(2.5YR 4/6)clay loam 3
27-45 BC Red(2.5YR 4/6) clay loam and dark yellowish brown 3
(10YR 4/6) loam
45-84 C Dark yellowish brown loam (10YR 4/6) schist saprolite 2
5 0-2 A Brown(7.5YR 5/4) clay loam 3
2-30 Bt Red(2.5YR 4/6) clay loam 3
30-43 BC Red(10R 5/8) silty clay loam and yellowish brown 3
(10YR 5/8) sandy loam
43-84 C Yellowish brown(10YR 5/8) sandy loam 2
6 0-6 A Brown(7.5YR 5/4)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 ?7 of C
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 11/28/14 Submitted to Albemarle County Health Department
Applicant Craig and Miriam Carratt Telephone Number
Address 757 Woodlands Road Charlottesville, VA 22901
Owner same Address same
Location 757 Woodlands Road
Tax Map 44-12C1 Subdivision
Block/Section Lot lb
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 5 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) No Yes inches
S. Free water present X No Yes range in inches
'N'"'6. Soil percolation rate estimated X Yes Texture group I II OD IV
No Estimated rate 55 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. Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
New
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the 0 primary and reserve area, Eti my the primary area, ❑ only the reserve
area(check one)for Lot lb —A Division of Lot 1 Clearview(TM 44-12C1)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 95'
Estimated Pere.Rate: 55 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: 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
Pa, - "
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the❑ primary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for Lot lb —A Division of Lot 1 Clearview(TM 44-12C1)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 95'
Estimated Perc. Rate: 55 at 48" in. (depth) Number of bedrooms(or GPD): 4
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: 186 Total trench bottom area required: 744
Area Calculations
Number of trenches 3 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 21' 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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T. ai. G44 A-. P i 9
House, Well and Drain Field Sites 6?4g�.r CRAIG A. a KATHARIN
Lot lb D. 8. 1559, P 12
A Division of Lot 1 - Clearview , FOU11ND D. 8' 1559, p s-a PLAT
T- Map 44-12C1 '
Aemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974