HomeMy WebLinkAboutSUB202100178 Assessment - Environmental 2022-11-10OSE/PE Report for:
Construction Permit: Certification Letter: Subdivision: 0
Property Location:
911 Address: (NOTASSIGNED) City: Charlottesville, VA
Lot: 159 Section:
GPIN or Tax Map #: 78A - 08 - 159
Latitude:
Applicant/Client Mailing Address:
Name: R-L. Beyer Construction
Address: 660 Hunters Place, Suite 101
City:
Prepared By:
OSE Name:
Address:
City:
Subdivision:
Charlottesville, VA State:
StephenB. Vargo
P.O. Box 187
Scottsville
Health Dept. ID #:
Longitude,
VA Zip Code:
Ashcroft West
22911
License #: 1940-0001113
State: VA Zip Code: 24590
PE Name: n/a License #:
Address: n/a
City:
Date of Report:
OSE/PE Job #:
4/14/2022
n/a
State: n/a Zip Code:
Date of Revision # 1:
Date of Revision #2:
Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.)
EYUI_IEY�I I
SOIL PROFILES (2)
ABBR. DESIGN (3,4)
SANITARY SURVEY (5)
PLAT (6)
STMNT.
Certification Statement:
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal
Regulations (12VAC5-610), 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
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in the Code of Virginia Section 54.1-402.11
I recommend that a: construction permit 0
subdivision approval 0
OSE/PE Signature:
certification letter0
be: issued 0
denied 0
Date: 4/ 14/2022
Soil Summary Report
General Information
Date: April 14, 2022 Submitted to: Albemarle Health Department
Applicant: RL. Beyer Construction Phone: 434 977-0778
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Owner: RL. Beyer Construction
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Location: W. Side Summit Ridge Trail
Tax Map: 78A - 08 -159 Subdivision: Ashcroft West
Block: Section: Lot: 159
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory YES XQ NO=
Describe Open PiedmontSideslope
2. Slope I %
3. Depth to rock or impervious strata Max. 60 Min. 60 None
4. Depth of seasonal water table (gray mottling or gray color)
YES inches
NO X
5. Free water present YES NO
6. Soil percolation rate estimated YES X Texture Group III
NO *Estimated Rate: 70
*All applicable regulations as well as the speck soil and site
conditions (including the trench sidewalls) were taken into
7. Permeability test performed Yes account when the estimated percolation rate was assigned.
No X
If yes, note type of test performed and attach:
X Site Approved: Primary drainfield to be placed
at a depth of. 36 inches at site delineated on permit
If required, reserve drainfield to be placed
at a depth of. 36 inches
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 area of acceptable soil for required drainfield, and/or Reserve Area
4. Rates of absorption too slow
5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
6. Proposed system too close to well
7. Other, Specify
(attach additional pages if necessary)
I of
►,
Soil Profile Description Report
Date of Evaluation: 4/14/2022 Tax Map: 78A - 08 - 159
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 (see
Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form.
See application sketch page See construction permit X See attached sketch
Bo
ring
Horizon Depth Description of soil color, texture, etc. Texture Group
N
1 Ap 0-3 IOYR 3/3 Loam, Friable IIB
Bt 3-41 2.5YR 4/6, 4/8 Silty Clay Loam, Firm HI
BC 41-60 2.5YR 4/6, 4/8, few IOYR 6/6 (parent) Light Silty Clay Loam, HI
Friable to Firm
2 Ap 0-4 IOYR 3/3 Loam, Friable IIB
Bt 4-37 2.5YR 4/6 Silty Clay Loam, Firm HI
BC 37-60 2.5YR 5/8, 4/6, 5YR 5/8 Heavy Silt Loam to Light Silty Clay HI
Friable to Firm HI
3 Ap 0-4 IOYR 4/3, Loam, Friable IlB
Bt 4-39 2.5YR 4/6 Silty Clay Loam, Firm III
BC 39-60 2.5YR 4/6, 5/6 Silty Clay Loam, to Light Silty Clay Loam, Friable III
to Firm
4 Ap 0-4 IOYR 3/3, 4/4 Loam, Friable IIB
BA 4-8 2.5YR 5/6 Light Silty Clay Loam, Friable HI
Bt 8-41 2.5YR 4/6 Silty Clay Loam, Firm HI
BC 41-60 2.5YR 4/6, 4/8, common 7.5YR 6/6 (parent) Silty Clay Loam to HI
Light Silty Clay Loam, Friable to Firm
Abbreviated Design Form
3 of]
Basis
Lotl59
I. A. Estimated Percolation Rate (minutes per inch)
B. Recommended match bottom(inches)
C. Heath to restrictive bottom or to limit ofevaluation(inches)
H. MiNmum separation distance required
E Separation distance in inches provided in deop(IC- IB)
E MiNmum larich bottom due w slop¢[(%slope-SY2+ p or I lid (inches)
G. Is the slope Beater than MW
H. Ifslope is greester than 10%, does greater tban Win rock exist below trench bonom'
I. Ifslope is greester than 10%, and there is greater than W to vench bottom,
add Via the minimum center to center spacing, begirming at 20%slope and continue
for each 10%slope increase above 20%. Ifvench bottom is less than 2A" above
rock add r to the minimum center w center spacing begirmingat 10%slope and
continue for each to/,slope increase above 10%. (For centarto center spacing
increase above the minimum, sce the box at right)
2. Trench bottom square feet required per bedroom
from Table 66 based on'Gravity OLPH
3. Nmnberofbedmone
Ana Calculations
a. Trench length
Length ofavailable area
5. Trench width
6. Nmnberofttenches
]. Center-tocenter spacing
8& A Width tequited(ii ofuenches- 1)•(center spacing)+(trench width)
B. Widthofavailablearea
9. Total square footage required (trench bottom s f/bedmom) • (k ofbedrooms/150 gpd)
10- Square footage in desipnorich lenglhp(trench width)*(0 ofttenclue)
11. Is a reserve area required' OYes ON.
Percent requited100%
Percentavailable100%
4 of
Abbreviated Design Form
78A-08-159
Aqua Safe system/Reserae Drainfleld
Design Basis
1. A.
Estimated Percolation Rate (minutes per inch)
B.
Recommended trench bottom (inches)
C.
Depth to restrictive feature or to limit of evaluation if none encountered (inches)
D.
Minimum separation distance required (may be impacted by pert rate)
E.
Separation distance in inches provided in design (141B)
F.
Minimum trench bottom is 10 inches, unless slope is> 10%, then
[(% slope x .01 x trench width in inches)+ 10 inch minimum]
G.
Is the slope greater than 10%?
H.
If slope is greater than 10%, does greater than 24" to rock exist below trench bottom?
I.
If slope is greater than 10%, and there is greater than 24" to trench bottom,
add 1' th minimum center to center spacing, beginning at 20% slope and continue
for each 10% slope increase above 20%. Iftrench bottom is less than 24" above
rock, add 1' M the minimum center to center spacing beginning at 10% slope and
continue for each 10% slope increase above 10%. (For center to center spacing
increase above the minimum, we the box at right.)
2. Square feet required:
Loading rate: 0.51 gpd/sq.ft.
Square footage required per bedroom: (150 gpd/bedroom) / ( 0.51 gpd/sq.it)
Number of bedrooms
Area Calculations
4. Trench length
Length of available area
5. Trench width
6. Number of trenches
7. Center -to -center spacing
8. A. Width required [(# of trenches - 1) • (center spacing)] + (trench width)
B. Width of available area
9. Total square footage required (trench bottom s.f./bedroom) - (# of bedrooms)
10. Square footage in design (trench length) -(trench width)•(# of trenches)
11. Is a reserve area required? OYes r✓a No
Percent required: 100%
Percent available: 100%
of 7
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LOT 159
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Certification Statement
County: Albemarle
Property Identification: 78A - 08 -159
Submitted by: Stephen B. Vargo, OSE A 1940-0001113
'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred
property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia
Department of Health .
I recommend a Subdivision be approved.
Date: April 14, 2022
Stephen B. Vargo, VA OSE No 1940 0001113
OSE/PE Report for:
Construction Permit: Certification Letter: Subdivision: 0
Property Location:
911 Address: (NOTASSIGNED) City: Charlottesville, VA
Lot: 160 Section:
GPIN or Tax Map #: 78A - 08 - 160
Latitude:
Applicant/Client Mailing Address:
Name: R-L. Beyer Construction
Address: 660 Hunters Place, Suite 101
City:
Prepared By:
OSE Name:
Address:
City:
Subdivision:
Charlottesville, VA State:
StephenB. Vargo
P.O. Box 187
Scottsville
Health Dept. ID #:
Longitude,
VA Zip Code:
Ashcroft West
22911
License #: 1940-0001113
State: VA Zip Code: 24590
PE Name: n/a License #:
Address: n/a
City:
Date of Report:
OSE/PE Job #:
4/14/2022
n/a
State: n/a Zip Code:
Date of Revision # 1:
Date of Revision #2:
Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.)
EYUI_IEY�I I
SOIL PROFILES (2)
ABBR. DESIGN (3)
SANITARY SURVEY (4)
PLAT (5)
STMNT.
Certification Statement:
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal
Regulations (12VAC5-610), 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
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in the Code of Virginia Section 54.1-402.11
I recommend that a: construction permit 0
subdivision approval 0
OSE/PE Signature:
certification letter0
be: issued 0
denied 0
Date: 4/ 14/2022
Soil Summary Report
General Information
Date: April 14, 2022 Submitted to: Albemarle Health Department
Applicant: RL. Beyer Construction Phone: 434 977-0778
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Owner: RL. Beyer Construction
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Location: W. Side Summit Ridge Trail
Tax Map: 78A - 08 -160 Subdivision: Ashcroft West
Block: Section: Lot: 160
SOIL INFORMATION SUMMARY
I. Position in landscape satisfactory YES XQ NO=
Describe Wooded PiedmontSideslope
2. Slope 16 %
3. Depth to rock or impervious strata Max. 60 Min. 60 None
4. Depth of seasonal water table (gray mottling or gray color)
YES inches
NO X
5. Free water present YES NO
6. Soil percolation rate estimated YES X Texture Group III
NO *Estimated Rate: 70
*All applicable regulations as well as the speck soil and site
conditions (including the trench sidewalls) were taken into
7. Permeability test performed Yes account when the estimated percolation rate was assigned.
No X
If yes, note type of test performed and attach:
X Site Approved: Primary drainfield to be placed
at a depth of. 36 inches at site delineated on permit
If required, reserve drainfield to be placed
at a depth of. 36 inches
Site Disapproved
Reasons for rejection:
I. Position in landscape subject to flooding or periodic saturation
2. Insufficient depth of suitable soil over hard rock
3. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
4. Rates of absorption too slow
5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
6. Proposed system too close to well
7. Other, Specify
(attach additional pages if necessary)
I of
1
Soil Profile Description Report
Date of Evaluation: 4/14/2022 Tax Map: 78A - 08 - 160
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 (see
Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form.
See application sketch page See construction permit X See attached sketch
Bo
ring
Horizon Depth Description of soil color, texture, etc. Texture Group
N
1 Ap 0-2 IOYR 3/3 Loam, Friable IIB
Bt 2-39 2.5YR 4/6 Silty Clay Loam, Firm lII
BC 39-60 2.5YR 4/6, 4/8, few 5YR 5/8 (parent) Light Silty Clay Loam to HI
Silty Clay Loam, Friable to Firm
2 Ap 0-4 IOYR 3/3 Loam, Friable 1113
Bt 4-40 2.5YR 4/6 Silty Clay Loam, Firm III
BC 40-60 2.5YR 4/6, 4/8, few 5YR 5/8, 1 OYR 6/6 (parent) Light Silty Clay III
Loam to Silty Clay Loam, Friable to Firm Ill
3 Ap 0-4 IOYR 4/3 Loam, Friable IIB
Bt 4-38 2.5YR 4/6 Silty Clay Loam, Firm lII
BC 38-60 2.5YR 4/6, 4/8, few 5YR 5/8 (parent) Light Silty Clay Loam to lII
Silty Clay Loam, Friable to Firm
3 of
Abbreviated Design Form
78A-08-160
Aqua Safe system/Reserve Drainfield
Design Basis
1. A.
Estimated Percolation Rate (minutes per inch)
B.
Recommended trench bottom (inches)
C.
Depth to restrictive feature or to limit of evaluation if none encountered (inches)
D.
Minimum separation distance required (may be impacted by pert rate)
E.
Separation distance in inches provided in design (141B)
F.
Minimum trench bottom is 10 inches, unless slope is> 10%, then
[(% slope x .01 x trench width in inches)+ 10 inch minimum]
G.
Is the slope greater than 10%?
H.
If slope is greater than 10%, does greater than 24" to rock exist below trench bottom?
I.
If slope is greater than 10%, and there is greater than 24" to trench bottom,
add 1' th minimum center to center spacing, beginning at 20% slope and continue
for each 10% slope increase above 20%. Iftrench bottom is less than 24" above
rock, add 1' M the minimum center to center spacing beginning at 10% slope and
continue for each 10% slope increase above 10%. (For center to center spacing
increase above the minimum, we the box at right.)
2. Square feet required:
Loading rate: 0.51 gpd/sq.ft.
Square footage required per bedroom: (150 gpd/bedroom) / ( 0.51 gpd/sq.it)
Number of bedrooms
Area Calculations
4. Trench length
Length of available area
5. Trench width
6. Number of trenches
7. Center -to -center spacing
8. A. Width required [(# of trenches - 1) • (center spacing)] + (trench width)
B. Width of available area
9. Total square Footage required (trench bottom s.f./bedroom) - (# of bedrooms)
10. Square footage in design (trench length) -(trench width)-(# of trenches)
11. Is a reserve area required? 0 Yes r✓a No
Percent required: 100%
Percent available: 100%
-100%Reserve Area is available in the lower portion ofthe delineated area with (4)100' pre-treated trenches, 36"deep, 3' wide
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Certification Statement
County: Albemarle
Property Identification: 78A - 08 -160
Submitted by: Stephen B. Vargo, OSE A 1940-0001113
'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred
property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia
Department of Health .
I recommend a Subdivision be approved.
Date: April 14, 2022
Stephen B. Vargo, VA OSE No 1940 0001113
OSE/PE Report for:
Construction Permit: Certification Letter: Subdivision: 0
Property Location:
911 Address: (NOTASSIGNED) City: Charlottesville, VA
Lot: 161 Section:
GPIN or Tax Map #: 78A - 08 - 161
Latitude:
Applicant/Client Mailing Address:
Name: R-L. Beyer Construction
Address: 660 Hunters Place, Suite 101
City:
Prepared By:
OSE Name:
Address:
City:
Subdivision:
Charlottesville, VA State:
StephenB. Vargo
P.O. Box 187
Scottsville
Health Dept. ID #:
Longitude,
VA Zip Code:
Ashcroft West
22911
License #: 1940-0001113
State: VA Zip Code: 24590
PE Name: n/a License #:
Address: n/a
City:
Date of Report:
OSE/PE Job #:
4/14/2022
n/a
State: n/a Zip Code:
Date of Revision # 1:
Date of Revision #2:
Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.)
STMNT.
SOIL PROFILES (2)
ABBR. DESIGN (3,4)
SANITARY SURVEY (5)
PLAT (6)
Certification Statement:
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal
Regulations (12VAC5-610), 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
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in the Code of Virginia Section 54.1-402.11
I recommend that a: construction permit 0
subdivision approval 0
OSE/PE Signature:
certification letter0
be: issued 0
denied 0
Date: 4/ 14/2022
Soil Summary Report
General Information
Date: April 14, 2022 Submitted to: Albemarle Health Department
Applicant: RL. Beyer Construction Phone: 434 977-0778
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Owner: RL. Beyer Construction
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Location: W. Side Summit Ridge Trail
Tax Map: 78A - 08 - 161 Subdivision: Ashcroft West
Block: Section: Lot: 161
SOIL INFORMATION SUMMARY
I. Position in landscape satisfactory YES XQ NO=
Describe Wooded PiedmontSideslope
2. Slope 18 %
3. Depth to rock or impervious strata Max. 60 Min. 60 None
4. Depth of seasonal water table (gray mottling or gray color)
YES inches
NO X
5. Free water present YES NO
6. Soil percolation rate estimated YES X Texture Group III
NO *Estimated Rate: 70
*All applicable regulations as well as the speck soil and site
conditions (including the trench sidewalls) were taken into
7. Permeability test performed Yes account when the estimated percolation rate was assigned.
No X
If yes, note type of test performed and attach:
X Site Approved: Primary drainfield to be placed
at a depth of. 36 inches at site delineated on permit
If required, reserve drainfield to be placed
at a depth of. 36 inches
Site Disapproved
Reasons for rejection:
I. Position in landscape subject to flooding or periodic saturation
2. Insufficient depth of suitable soil over hard rock
3. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
4. Rates of absorption too slow
5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
6. Proposed system too close to well
7. Other, Specify
(attach additional pages if necessary)
I of
1
Soil Profile Description Report
Date of Evaluation: 4/14/2022 Tax Map: 78A - 08 - 161
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 (see
Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form.
See application sketch page See construction permit X See attached sketch
Bo
ring
Horizon Depth Description of soil color, texture, etc. Texture Group
N
1 Ap 0-4 IOYR 3/3, 4/3 Loam, Friable UB
Bt 4-41 2.5YR 4/6, 4/8 Silty Clay Loam, Friable to Firm III
BC 41-60 2.5YR 4/6, 4/8, few 5YR 5/8, 1 OYR 6/6 (parent) Light Silty Clay HI
Loam, Friable to Firm
2 Ap 0-3 IOYR 3/3 Loam, Friable UB
Bt 3-39 2.5YR 4/6 Silty Clay Loam, Firm in
BC 39-60 2.5YR 4/6, 4/8, few 1 OYR 6/6 (parent) Light Silty Clay Loam, in
Friable to Firm
3 Ap 0-4 IOYR 4/3 Loam, Friable UB
Bt 4-38 2.5YR 4/6 Silty Clay Loam, Firm III
BC 38-60 2.5YR 4/6, 4/8, few 5YR 5/8 (parent) Light Silty Clay Loam to III
Silty Clay Loam, Friable to Firm
Abbreviated Design Form
3 of]
Basis
Lot]61
I. A. Estimated Percolation Rate (minutes per inch)
B. Recommended match bottom(inches)
C. Heath to restrictive bottom or to limit ofevaluation(inches)
H. MiNmum separation distance required
E Separation distance in inches provided in deop(IC- IB)
E MiNmum larich bottom due w slop¢[(%slope-SY2+ p or I lid (inches)
G. Is the slope Beater than MW
H. Ifslope is greester than 10%, does greater tban Win rock exist below trench bonom'
I. Ifslope is greester than 10%, and there is greater than W to vench bottom,
add Via the minimum center to center spacing, begirming at 20%slope and continue
for each 10%slope increase above 20%. Ifvench bottom is less than 2A" above
rock add r to the minimum center w center spacing begirmingat 10%slope and
continue for each to/,slope increase above 10%. (For centarto center spacing
increase above the minimum, sce the box at right)
2. Trench bottom square feet required per bedroom
from Table 66 based on'Gravity OLPH
3. Nmnberofbedmone
Ana Calculations
a. Trench length
Length ofavailable area
5. Trench width
6. Nmnberofttenches
]. Center-tocenter spacing
8& A Width tequited(ii ofuenches- 1)•(center spacing)+(trench width)
B. Widthofavailablearea
9. Total square footage required (trench bottom s f/bedmom) • (k ofbedrooms/150 gpd)
10- Square footage in desipnorich lenglhp(trench width)*(0 ofttenclue)
11. Is a reserve area required' OYes ON.
Percent requited100%
Percentavailable100%
3 of
Abbreviated Design Form
78A-08-161
Aqua Safe system/Reserve Drainfleld
Design Basis
1. A.
Estimated Percolation Rate (minutes per inch)
B.
Recommended trench bottom (inches)
C.
Depth to restrictive feature or to limit of evaluation if none encountered (inches)
D.
Minimum separation distance required (may be impacted by pert rate)
E.
Separation distance in inches provided in design (141B)
F.
Minimum trench bottom is 10 inches, unless slope is> 10%, then
[(% slope x .01 x trench width in inches)+ 10 inch minimum]
G.
Is the slope greater than 10%?
H.
If slope is greater than 10%, does greater than 24" to rock exist below trench bottom?
I.
If slope is greater than 10%, and there is greater than 24" to trench bottom,
add 1' th minimum center to center spacing, beginning at 20% slope and continue
for each 10% slope increase above 20%. Iftrench bottom is less than 24" above
rock, add 1' M the minimum center to center spacing beginning at 10% slope and
continue for each 10% slope increase above 10%. (For center to center spacing
increase above the minimum, we the box at right.)
2. Square feet required:
Loading rate: 0.51 gpd/sq.ft.
Square footage required per bedroom: (150 gpd/bedroom) / ( 0.51 gpd/sq.it)
Number of bedrooms
Area Calculations
4. Trench length
Length of available area
5. Trench width
6. Number of trenches
7. Center -to -center spacing
8. A. Width required [(# of trenches - 1) • (center spacing)] + (trench width)
B. Width of available area
9. Total square footage required (trench bottom s.f./bedroom) - (# of bedrooms)
10. Square footage in design (trench length) -(trench width)-(# of trenches)
11. Is a reserve area required? OYes r✓a No
Percent required: 100%
Percent available: 100%
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Certification Statement
County: Albemarle
Property Identification: 78A - 08 -161
Submitted by: Stephen B. Vargo, OSE A 1940-0001113
'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred
property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia
Department of Health .
I recommend a Subdivision be approved.
Date: April 14, 2022
Stephen B. Vargo, VA OSE No 1940 0001113
OSE/PE Report for:
Construction Permit: Certification Letter: Subdivision: 0
Property Location:
911 Address: (NOTASSIGNED) City: Charlottesville, VA
Lot: 162 Section:
GPIN or Tax Map #: 78A - 08 - 162
Latitude:
Applicant/Client Mailing Address:
Name: R-L. Beyer Construction
Address: 660 Hunters Place, Suite 101
City:
Prepared By:
OSE Name:
Address:
City:
Subdivision:
Charlottesville, VA State:
StephenB. Vargo
P.O. Box 187
Scottsville
Health Dept. ID #:
Longitude,
VA Zip Code:
Ashcroft West
22911
License #: 1940-0001113
State: VA Zip Code: 24590
PE Name: n/a License #:
Address: n/a
City:
Date of Report:
OSE/PE Job #:
4/14/2022
n/a
State: n/a Zip Code:
Date of Revision # 1:
Date of Revision #2:
Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.)
STMNT.
SOIL PROFILES (2)
ABBR. DESIGN (3,4)
SANITARY SURVEY (5)
PLAT (6)
Certification Statement:
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal
Regulations (12VAC5-610), 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
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in the Code of Virginia Section 54.1-402.11
I recommend that a: construction permit 0
subdivision approval 0
OSE/PE Signature:
certification letter0
be: issued 0
denied 0
Date: 4/ 14/2022
Soil Summary Report
General Information
Date: April 14, 2022 Submitted to: Albemarle Health Department
Applicant: RL. Beyer Construction Phone: 434 977-0778
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Owner: RL. Beyer Construction
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Location: W. Side Summit Ridge Trail
Tax Map: 78A - 08 -162 Subdivision: Ashcroft West
Block: Section: Lot: 162
SOIL INFORMATION SUMMARY
I. Position in landscape satisfactory YES XQ NO=
Describe Wooded PiedmontSideslope
2. Slope 21 %
3. Depth to rock or impervious strata Max. 60 Min. 60 None
4. Depth of seasonal water table (gray mottling or gray color)
YES inches
NO X
5. Free water present YES NO
6. Soil percolation rate estimated YES X Texture Group III
NO *Estimated Rate: 70
*All applicable regulations as well as the speck soil and site
conditions (including the trench sidewalls) were taken into
7. Permeability test performed Yes account when the estimated percolation rate was assigned.
No X
If yes, note type of test performed and attach:
X Site Approved: Primary drainfield to be placed
at a depth of. 36 inches at site delineated on permit
If required, reserve drainfield to be placed
at a depth of. 36 inches
Site Disapproved
Reasons for rejection:
I. Position in landscape subject to flooding or periodic saturation
2. Insufficient depth of suitable soil over hard rock
3. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
4. Rates of absorption too slow
5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
6. Proposed system too close to well
7. Other, Specify
(attach additional pages if necessary)
I of
1
Soil Profile Description Report
,i
Date of Evaluation: 4/14/2022 Tax Map: 78A - 08 - 162
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 (see
Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form.
See application sketch page See construction permit X See attached sketch
Bo
ring
Horizon Depth Description of soil color, texture, etc. Texture Group
N
1 Ap 0-4 IOYR 3/3 Loam, Friable 11B
Bt 4-40 2.5YR 4/6, 4/8 Silty Clay Loam, Firm HI
BC 40-60 2.5YR 4/6, 4/8, few 5YR 5/8, 1 OYR 6/6 (parent) Light Silty Clay HI
Loam, Friable to Firm
2 Ap 0-3 IOYR 3/3 Loam, Friable IIB
Bt 3-39 2.5YR 4/6 Silty Clay Loam, Firm III
BC 39-60 2.5YR 4/6, 4/8, few 1 OYR 6/6, 5YR 5/8 (parent) Light Silty Clay III
Loam to Silty Clay Loam, Firm
3 Ap 0-5 IOYR 4/3, 4/4 Loam, Friable IIB
Bt 5-40 2.5YR 4/8 Silty Clay Loam, Firm III
BC 40-60 2.5YR 4/6, common 5YR 5/8, IOYR 6/6 (parent) Light Silty Clay III
Loam, Friable to Firm
Abbreviated Design Form
3 of]
Basis
Lotl62
I. A. Estimated Percolation Rate (minutes per inch)
B. Recommended match bottom(inches)
C. Heath to restrictive bottom or to limit ofevaluation(inches)
H. MiNmum separation distance required
E Separation distance in inches provided in deop(IC- IB)
E MiNmum larich bottom due w slop¢[(%slope-SY2+ p or I lid (inches)
G. Is the slope Beater than MW
H. Ifslope is greester than 10%, does greater tban Win rock exist below trench bonom'
I. Ifslope is greester than 10%, and there is greater than W to vench bottom,
add Via the minimum center to center spacing, begirming at 20%slope and continue
for each 10%slope increase above 20%. Ifvench bottom is less than 2A" above
rock add r to the minimum center w center spacing begirmingat 10%slope and
continue for each to/,slope increase above 10%. (For centarto center spacing
increase above the minimum, sce the box at right)
2. Trench bottom square feet required per bedroom
from Table 66 based on'Gravity OLPH
3. Nmnberofbedmone
Ana Calculations
a. Trench length
Length ofavailable area
5. Trench width
6. Nmnberofttenches
]. Center-tocenter spacing
8& A Width tequited(ii ofuenches- 1)•(center spacing)+(trench width)
B. Widthofavailablearea
9. Total square footage required (trench bottom s f/bedmom) • (k ofbedrooms/150 gpd)
10- Square footage in desipnorich lenglhp(trench width)*(0 ofttenclue)
11. Is a reserve area required' OYes ON.
Percent requited100%
Percentavailable100%
4 of
Abbreviated Design Form
78A - 08 -162
Aqua Safe system/Reserae Drainfleld
Design Basis
1. A.
Estimated Percolation Rate (minutes per inch)
B.
Recommended trench bottom (inches)
C.
Depth to restrictive feature or to limit of evaluation if none encountered (inches)
D.
Minimum separation distance required (may be impacted by pert rate)
E.
Separation distance in inches provided in design (141B)
F.
Minimum trench bottom is 10 inches, unless slope is> 10%, then
[(% slope x .01 x trench width in inches)+ 10 inch minimum]
G.
Is the slope greater than 10%?
H.
If slope is greater than 10%, does greater than 24" to rock exist below trench bottom?
I.
If slope is greater than 10%, and there is greater than 24" to trench bottom,
add 1' th minimum center to center spacing, beginning at 20% slope and continue
for each 10% slope increase above 20%. Iftrench bottom is less than 24" above
rock, add 1' M the minimum center to center spacing beginning at 10% slope and
continue for each 10% slope increase above 10%. (For center to center spacing
increase above the minimum, we the box at right.)
2. Square feet required:
Loading rate: 0.51 gpd/sq.ft.
Square footage required per bedroom: (150 gpd/bedroom) / ( 0.51 gpd/sq.it)
Number of bedrooms
Area Calculations
4. Trench length
Length of available area
5. Trench width
6. Number of trenches
7. Center -to -center spacing
8. A. Width required [(# of trenches - 1) • (center spacing)] + (trench width)
B. Width of available area
9. Total square footage required (trench bottom s.f./bedroom) - (# of bedrooms)
10. Square footage in design (trench length) -(trench width)•(# of trenches)
11. Is a reserve area required? OYes r✓a No
Percent required: 100%
Percent available: 100%
of 7
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6of7
7 of
Certification Statement
County: Albemarle
Property Identification: 78A - 08 -162
Submitted by: Stephen B. Vargo, OSE A 1940-0001113
'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred
property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia
Department of Health .
I recommend a Subdivision be approved.
Date: April 14, 2022
Stephen B. Vargo, VA OSE No 1940 0001113
OSE/PE Report for:
Construction Permit: Certification Letter: Subdivision: 0
Property Location:
911 Address: (NOTASSIGNED) City: Charlottesville, VA
Lot: 163 Section:
GPIN or Tax Map #: 78A - 08 - 163
Latitude:
Applicant/Client Mailing Address:
Name: R-L. Beyer Construction
Address: 660 Hunters Place, Suite 101
City:
Prepared By:
OSE Name:
Address:
City:
Subdivision:
Charlottesville, VA State:
StephenB. Vargo
P.O. Box 187
Scottsville
Health Dept. ID #:
Longitude,
VA Zip Code:
Ashcroft West
22911
License #: 1940-0001113
State: VA Zip Code: 24590
PE Name: n/a License #:
Address: n/a
City:
Date of Report:
OSE/PE Job #:
4/14/2022
n/a
State: n/a Zip Code:
Date of Revision # 1:
Date of Revision #2:
Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.)
STMNT.
SOIL PROFILES (2)
ABBR. DESIGN (3,4)
SANITARY SURVEY (5)
PLAT (6)
Certification Statement:
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal
Regulations (12VAC5-610), 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
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in the Code of Virginia Section 54.1-402.11
I recommend that a: construction permit 0
subdivision approval 0
OSE/PE Signature:
certification letter0
be: issued 0
denied 0
Date: 4/ 14/2022
Soil Summary Report
General Information
Date: April 14, 2022 Submitted to: Albemarle Health Department
Applicant: RL. Beyer Construction Phone: 434 977-0778
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Owner: RL. Beyer Construction
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Location: W. Side Summit Ridge Trail
Tax Map: 78A - 08 -163 Subdivision: Ashcroft West
Block: Section: Lot: 163
SOIL INFORMATION SUMMARY
I. Position in landscape satisfactory YES XQ NO=
Describe Wooded PiedmontSideslope
2. Slope 21 %
3. Depth to rock or impervious strata Max. 60 Min. 60 None
4. Depth of seasonal water table (gray mottling or gray color)
YES inches
NO X
5. Free water present YES NO
6. Soil percolation rate estimated YES X Texture Group III
NO *Estimated Rate: 70
*All applicable regulations as well as the speck soil and site
conditions (including the trench sidewalls) were taken into
7. Permeability test performed Yes account when the estimated percolation rate was assigned.
No X
If yes, note type of test performed and attach:
X Site Approved: Primary drainfield to be placed
at a depth of. 36 inches at site delineated on permit
If required, reserve drainfield to be placed
at a depth of. 36 inches
Site Disapproved
Reasons for rejection:
I. Position in landscape subject to flooding or periodic saturation
2. Insufficient depth of suitable soil over hard rock
3. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
4. Rates of absorption too slow
5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
6. Proposed system too close to well
7. Other, Specify
(attach additional pages if necessary)
I of
►,
Soil Profile Description Report
Date of Evaluation: 4/14/2022 Tax Map: 78A - 08 - 163
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 (see
Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form.
See application sketch page See construction permit X See attached sketch
Bo
ring
Horizon Depth Description of soil color, texture, etc. Texture Group
N
1 Ap 0-3 IOYR 3/3 Loam, Friable 11B
Bt 3-37 2.5YR 4/6 Silty Clay Loam, Firm HI
BC 37-60 2.5YR 4/6, few IOYR 6/6 (parent) Light Silty Clay Loam, Friable HI
to Firm
2 Ap 0-3 IOYR 3/3 Loam, Friable IB3
Bt 3-42 2.5YR 4/6 Silty Clay Loam, Firm III
BC 42-60 2.5YR 4/6, 4/8 Silty Clay Loam to Light Silty Clay Loam, Friable III
to Firm
3 Ap 0-4 IOYR 3/3 Loam, Friable I13
Bt 4-39 2.5YR 4/6 Silty Clay Loam, Firm III
BC 39-60 2.5YR 4/6, few IOYR 6/6, 7/6 (parent) Silty Clay Loam to Light III
Silty Clay Loam, Friable to Firm
4 Ap 0-5 IOYR 3/3 Loam, Friable IIB
Bt 5-40 2.5YR 4/6 Silty Clay Loam, Firm III
BC 40-60 2.5YR 4/6, few IOYR 7/6, 5YR 5/8 (parent) Silty Clay Loam to III
Light Silty Clay Loam, Friable to Firm
Abbreviated Design Form
3 of]
Basis
Lot163
I. A. Estimated Percolation Rate (minutes per inch)
B. Recommended match bottom(inches)
C. Heath to restrictive bottom or to limit ofevaluation(inches)
H. MiNmum separation distance required
E Separation distance in inches provided in deop(IC- IB)
E MiNmum larich bottom due w slop¢[(%slope-SY2+ p or I lid (inches)
G. Is the slope Beater than MW
H. Ifslope is greester than 10%, does greater tban Win rock exist below trench bonom'
I. Ifslope is greester than 10%, and there is greater than W to vench bottom,
add Via the minimum center to center spacing, begirming at 20%slope and continue
for each 10%slope increase above 20%. Ifvench bottom is less than 2A" above
rock add r to the minimum center w center spacing begirmingat 10%slope and
continue for each to/,slope increase above 10%. (For centarto center spacing
increase above the minimum, sce the box at right)
2. Trench bottom square feet required per bedroom
from Table 66 based on'Gravity OLPH
3. Nmnberofbedmone
Ana Calculations
a. Trench length
Length ofavailable area
5. Trench width
6. Nmnberofttenches
]. Center-tocenter spacing
8& A Width tequited(ii ofuenches- 1)•(center spacing)+(trench width)
B. Widthofavailablearea
9. Total square footage required (trench bottom s f/bedmom) • (k ofbedrooms/150 gpd)
10- Square footage in desipnorich lenglhp(trench width)*(0 ofttenclue)
11. Is a reserve area required' OYes ON.
Percent requited100%
Percentavailable100%
4 of
Abbreviated Design Form
78A - 08 -163
Aqua Safe system/Reserve Drainfleld
Design Basis
1. A.
Estimated Percolation Rate (minutes per inch)
B.
Recommended trench bottom (inches)
C.
Depth to restrictive feature or to limit of evaluation if none encountered (inches)
D.
Minimum separation distance required (may be impacted by pert rate)
E.
Separation distance in inches provided in design (141B)
F.
Minimum trench bottom is 10 inches, unless slope is> 10%, then
[(% slope x .01 x trench width in inches)+ 10 inch minimum]
G.
Is the slope greater than 10%?
H.
If slope is greater than 10%, does greater than 24" to rock exist below trench bottom?
I.
If slope is greater than 10%, and there is greater than 24" to trench bottom,
add 1' th minimum center to center spacing, beginning at 20% slope and continue
for each 10% slope increase above 20%. Iftrench bottom is less than 24" above
rock, add 1' M the minimum center to center spacing beginning at 10% slope and
continue for each 10% slope increase above 10%. (For center to center spacing
increase above the minimum, we the box at right.)
2. Square feet required:
Loading rate: 0.51 gpd/sq.ft.
Square footage required per bedroom: (150 gpd/bedroom) / ( 0.51 gpd/sq.it)
Number of bedrooms
Area Calculations
4. Trench length
Length of available area
5. Trench width
6. Number of trenches
7. Center -to -center spacing
8. A. Width required [(# of trenches - 1) • (center spacing)] + (trench width)
B. Width of available area
9. Total square footage required (trench bottom s.f./bedroom) - (# of bedrooms)
10. Square footage in design (trench length) -(trench width)•(# of trenches)
11. Is a reserve area required? OYes r✓a No
Percent required: 100%
Percent available: 100%
of
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6of7
7 of
Certification Statement
County: Albemarle
Property Identification: 78A - 08 -163
Submitted by: Stephen B. Vargo, OSE A 1940-0001113
'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred
property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia
Department of Health .
I recommend a Subdivision be approved.
Date: April 14, 2022
Stephen B. Vargo, VA OSE No 1940 0001113
OSE/PE Report for:
Construction Permit: Certification Letter: Subdivision: 0
Property Location:
911 Address: (NOTASSIGNED) City: Charlottesville, VA
Lot: 164 Section:
GPIN or Tax Map #: 78A - 08 - 164
Latitude:
Applicant/Client Mailing Address:
Name: R-L. Beyer Construction
Address: 660 Hunters Place, Suite 101
City:
Prepared By:
OSE Name:
Address:
City:
Subdivision:
Charlottesville, VA State:
StephenB. Vargo
P.O. Box 187
Scottsville
Health Dept. ID #:
Longitude,
VA Zip Code:
Ashcroft West
22911
License #: 1940-0001113
State: VA Zip Code: 24590
PE Name: n/a License #:
Address: n/a
City:
Date of Report:
OSE/PE Job #:
4/14/2022
n/a
State: n/a Zip Code:
Date of Revision # 1:
Date of Revision #2:
Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.)
STMNT.
SOIL PROFILES (2)
ABBR. DESIGN (3,4)
SANITARY SURVEY (5)
PLAT (6)
Certification Statement:
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal
Regulations (12VAC5-610), 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
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in the Code of Virginia Section 54.1-402.11
I recommend that a: construction permit 0
subdivision approval 0
OSE/PE Signature:
certification letter0
be: issued 0
denied 0
Date: 4/ 14/2022
Soil Summary Report
General Information
Date: April 14, 2022 Submitted to: Albemarle Health Department
Applicant: RL. Beyer Construction Phone: 434 977-0778
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Owner: RL. Beyer Construction
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Location: W. Side Summit Ridge Trail
Tax Map: 78A - 08 -164 Subdivision: Ashcroft West
Block: Section: Lot: 164
SOIL INFORMATION SUMMARY
I. Position in landscape satisfactory YES XQ NO=
Describe Wooded PiedmontSideslope
2. Slope 20 %
3. Depth to rock or impervious strata Max. 60 Min. 60 None
4. Depth of seasonal water table (gray mottling or gray color)
YES inches
NO X
5. Free water present YES NO
6. Soil percolation rate estimated YES X Texture Group III
NO *Estimated Rate: 70
*All applicable regulations as well as the speck soil and site
conditions (including the trench sidewalls) were taken into
7. Permeability test performed Yes account when the estimated percolation rate was assigned.
No X
If yes, note type of test performed and attach:
X Site Approved: Primary drainfield to be placed
at a depth of. 36 inches at site delineated on permit
If required, reserve drainfield to be placed
at a depth of. 36 inches
Site Disapproved
Reasons for rejection:
I. Position in landscape subject to flooding or periodic saturation
2. Insufficient depth of suitable soil over hard rock
3. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
4. Rates of absorption too slow
5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
6. Proposed system too close to well
7. Other, Specify
(attach additional pages if necessary)
I of
1
Soil Profile Description Report
,i
Date of Evaluation: 4/14/2022 Tax Map: 78A - 08 - 164
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 (see
Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form.
See application sketch page See construction permit X See attached sketch
Bo
ring
Horizon Depth Description of soil color, texture, etc. Texture Group
N
1 Ap 0-5 IOYR 3/3, 4/3 Loam, Friable 11B
Bt 50-38 2.5YR 4/6 Silty Clay Loam, Firm HI
BC 38-60 2.5YR 4/6, 4/8, few 5YR 5/8 (parent) Light Silty Clay Loam, HI
to Firm
2 Ap 0-4 IOYR 4/3 Loam, Friable IIB
Bt 4-41 2.5YR 4/6, 4/8 Silty Clay Loam, Firm III
BC 41-60 2.5YR 4/6, 4/8 Silty Clay Loam to Light Silty Clay Loam, Friable III
to Firm
3 Ap 0-3 IOYR 3/3 Loam, Friable IIB
Bt 3-45 2.5YR 4/6 Silty Clay Loam, Firm HI
BC 45-60 2.5YR 4/6, few 10YR 7/6, 5YR 5/8 (parent) Silty Clay Loam to HI
Light Silty Clay Loam, Friable to Finn
Abbreviated Design Form
3 of]
Basis
Lotl64
I. A. Estimated Percolation Rate (minutes per inch)
B. Recommended match bottom(inches)
C. Heath to restrictive bottom or to limit ofevaluation(inches)
H. MiNmum separation distance required
E Separation distance in inches provided in deop(IC- IB)
E MiNmum larich bottom due w slop¢[(%slope-SY2+ p or I lid (inches)
G. Is the slope Beater than MW
H. Ifslope is greester than 10%, does greater tban Win rock exist below trench bonom'
I. Ifslope is greester than 10%, and there is greater than W to vench bottom,
add Via the minimum center to center spacing, begirming at 20%slope and continue
for each 10%slope increase above 20%. Ifvench bottom is less than 24" above
rock add r to the minimum center w center spacing begirmingat 10%slope and
continue for each to/,slope increase above 10%. (For centarto center spacing
increase above the minimum, sce the box at right)
2. Trench bottom square feet required per bedroom
from Table 66 based on'Gravity OLPH
3. Nmnberofbedmone
Ana Calculations
a. Trench length
Length ofavailable area
5. Trench width
6. Nmnberofttenches
]. Center-tocenter spacing
8& A Width tequited(ii ofuenches- 1)•(center spacing)+(trench width)
B. Widthofavailablearea
9. Total square footage required (trench bottom s f/bedmom) • (k ofbedrooms/150 gpd)
10- Square footage in desipnorich lenglhp(trench width)*(0 ofttenclue)
11. Is a reserve area required' OYes ON.
Percent requited100%
Percentavailable100%
4 of
Abbreviated Design Form
78A - 08 -164
Aqua Safe system/Reserae Drainfleld
Design Basis
1. A.
Estimated Percolation Rate (minutes per inch)
B.
Recommended trench bottom (inches)
C.
Depth to restrictive feature or to limit of evaluation if none encountered (inches)
D.
Minimum separation distance required (may be impacted by pert rate)
E.
Separation distance in inches provided in design (141B)
F.
Minimum trench bottom is 10 inches, unless slope is> 10%, then
[(% slope x .01 x trench width in inches)+ 10 inch minimum]
G.
Is the slope greater than 10%?
H.
If slope is greater than 10%, does greater than 24" to rock exist below trench bottom?
I.
If slope is greater than 10%, and there is greater than 24" to trench bottom,
add 1' th minimum center to center spacing, beginning at 20% slope and continue
for each 10% slope increase above 20%. Iftrench bottom is less than 24" above
rock, add 1' M the minimum center to center spacing beginning at 10% slope and
continue for each 10% slope increase above 10%. (For center to center spacing
increase above the minimum, we the box at right.)
2. Square feet required:
Loading rate: 0.51 gpd/sq.ft.
Square footage required per bedroom: (150 gpd/bedroom) / ( 0.51 gpd/sq.it)
Number of bedrooms
Area Calculations
4. Trench length
Length of available area
5. Trench width
6. Number of trenches
7. Center -to -center spacing
8. A. Width required [(# of trenches - 1) • (center spacing)] + (trench width)
B. Width of available area
9. Total square footage required (trench bottom s.f./bedroom) - (# of bedrooms)
10. Square footage in design (trench length) -(trench width)•(# of trenches)
11. Is a reserve area required? OYes r✓a No
Percent required: 100%
Percent available: 100%
of 7
6of7
7 of
Certification Statement
County: Albemarle
Property Identification: 78A - 08 -164
Submitted by: Stephen B. Vargo, OSE A 1940-0001113
'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred
property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia
Department of Health .
I recommend a Subdivision be approved.
Date: April 14, 2022
Stephen B. Vargo, VA OSE No 1940 0001113
OSE/PE Report for:
Construction Permit: Certification Letter: Subdivision: 0
Property Location:
911 Address: (NOTASSIGNED) City: Charlottesville, VA
Lot: 165 Section:
GPIN or Tax Map #: 78A - 08 - 165
Latitude:
Applicant/Client Mailing Address:
Name: R-L. Beyer Construction
Address: 660 Hunters Place, Suite 101
City:
Prepared By:
OSE Name:
Address:
City:
Subdivision:
Charlottesville, VA State:
StephenB. Vargo
P.O. Box 187
Scottsville
Health Dept. ID #:
Longitude,
VA Zip Code:
Ashcroft West
22911
License #: 1940-0001113
State: VA Zip Code: 24590
PE Name: n/a License #:
Address: n/a
City:
Date of Report:
OSE/PE Job #:
4/14/2022
n/a
State: n/a Zip Code:
Date of Revision # 1:
Date of Revision #2:
Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.)
EYUI_IEY�I I
SOIL PROFILES (2)
ABBR. DESIGN (3)
SANITARY SURVEY (4)
PLAT (5)
STMNT.
Certification Statement:
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal
Regulations (12VAC5-610), 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
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in the Code of Virginia Section 54.1-402.11
I recommend that a: construction permit 0
subdivision approval 0
OSE/PE Signature:
certification letter0
be: issued 0
denied 0
Date: 4/ 14/2022
Soil Summary Report
General Information
Date: April 14, 2022 Submitted to: Albemarle Health Department
Applicant: RL. Beyer Construction Phone: 434 977-0778
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Owner: RL. Beyer Construction
Address: 660 Hunters Place, Suite 101
Charlottesville, VA
Location: W. Side Summit Ridge Trail
Tax Map: 78A - 08 -165 Subdivision: Ashcroft West
Block: Section: Lot: 165
SOIL INFORMATION SUMMARY
I. Position in landscape satisfactory YES XQ NO=
Describe Wooded PiedmontSideslope
2. Slope 22 %
3. Depth to rock or impervious strata Max. 60 Min. 60 None
4. Depth of seasonal water table (gray mottling or gray color)
YES inches
NO X
5. Free water present YES NO
6. Soil percolation rate estimated YES X Texture Group III
NO *Estimated Rate: 70
*All applicable regulations as well as the speck soil and site
conditions (including the trench sidewalls) were taken into
7. Permeability test performed Yes account when the estimated percolation rate was assigned.
No X
If yes, note type of test performed and attach:
X Site Approved: Primary drainfield to be placed
at a depth of. 36 inches at site delineated on permit
If required, reserve drainfield to be placed
at a depth of. 36 inches
Site Disapproved
Reasons for rejection:
I. Position in landscape subject to flooding or periodic saturation
2. Insufficient depth of suitable soil over hard rock
3. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
4. Rates of absorption too slow
5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area
6. Proposed system too close to well
7. Other, Specify
(attach additional pages if necessary)
I of
►,
Soil Profile Description Report
Date of Evaluation: 4/14/2022 Tax Map: 78A - 08 - 165
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 (see
Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form.
See application sketch page See construction permit X See attached sketch
Bo
ring
Horizon Depth Description of soil color, texture, etc. Texture Group
N
1 Ap 0-3 IOYR 3/3 Loam, Friable HB
BA 3-8 2.5YR 5/6, 4/6 Heavy Clay Loam, Friable IN
Bt 8-46 2.5YR 4/6, 4/8 Silty Clay Loam, Firm III
BC 46-60 2.5YR 4/6, 4/8, few 5YR 5/6, 5/8, IOYR 6/6 Silty Clay Loam to III
Light Silty Clay Loam, Friable to Firm
2 Ap 0-5 IOYR 4/3, 3/3 Loam, Friable IIB
Bt 5-40 2.5YR 4/6, 4/8 Silty Clay Loam, Firm III
BC 40-60 2.5YR 4/6, 4/8 Silty Clay Loam to Light Silty Clay Loam, Friable HI
to Firm
3 Ap 0-4 IOYR 3/3 Loam, Friable IIB
Bt 4-49 2.5YR 4/6 Silty Clay Loam, Firm III
BC 49-60 2.5YR 4/6, few IOYR 6/6, 5YR 5/8, 5/6 (parent) Silty Clay Loam III
Light Silty Clay Loam, Friable to Firm
3 of
Abbreviated Design Form
7"-08-165
Primary & Reserve area - TL-3 ejjtuen4 Pressure Trench Loading Rate
Design Basis
1. A.
Estimated Percolation Rate (minutes per inch)
B.
Recommended trench bottom (inches)
C.
Depth to restrictive feature or to limit of evaluation if none encountered (inches)
D.
Minimum separation distance required (may be impacted by pert rate)
E.
Separation distance in inches provided in design (141B)
F.
Minimum trench bottom is 10 inches, unless slope is> 10%, then
[(% slope x .01 x trench width in inches)+ 10 inch minimum]
G.
Is the slope greater than 10%?
H.
If slope is greater than 10%, does greater than 24" to rock exist below trench bottom?
I.
If slope is greater than 10%, and there is greater than 24" to trench bottom,
add 1' th minimum center to center spacing, beginning at 20% slope and continue
for each 10% slope increase above 20%. Iftrench bottom is less than 24" above
rock, add 1' M the minimum center to center spacing beginning at 10% slope and
continue for each 10% slope increase above 10%. (For center to center spacing
increase above the minimum, we the box at right.)
2. Square feet required:
Loading rate: 0.78 gpd/sq.ft.
Square footage required per bedroom: (150 gpdaxdroom) / ( 0.78 gpd/sq.it)
Number of bedrooms
Area Calculations
4. Trench length
Length of available area
5. Trench width
6. Number of trenches
7. Center -to -center spacing
8. A. Width required [(# of trenches - 1) • (center spacing)] + (trench width)
B. Width of available area
9. Total square footage required (trench bottom s.f./bedroom) - (# of bedrooms)
10. Square footage in design (trench length) -(trench width)-(# of trenches)
11. Is a reserve area required? 0 Yes r✓a No
Percent required: 100%
Percent available: 100%
•100% Reserve is available in the lowerpordon ofthe delineated area with TL3
36"
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Certification Statement
County: Albemarle
Property Identification: 78A - 08 -165
Submitted by: Stephen B. Vargo, OSE A 1940-0001113
'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred
property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia
Department of Health .
I recommend a Subdivision be approved.
Date: April 14, 2022
Stephen B. Vargo, VA OSE No 1940 0001113