HomeMy WebLinkAboutSUB202400049 Assessment - Environmental Final Plat 2024-04-15Page I of 4
❑ Construction ❑ Repair
Permit Permit
OSE/PE Report For:
❑ Voluntary Upgrade
Permit
❑ Certification
Letter
Subdivision
Approval
Property Location:
911 Address:
City:
Lot 1A Section
Subdivision
GPIN or Tax Map # 100-34
Health Dept ID #
Latitude
Longitude
Applicant or Client Mailing Address:
Name: Barksdale Farm Partnership LP
Street: 4335 Deanna Lane
City: Schuyler
State VA
Zip Code 22969
Prepared by:
OSE Name Thomas G. Hogge
License #
1940-001091
Address PO Box 418
City Ruckersville
State VA
Zip Code 22968
PE Name
License #
Address
City
State
Zip Code
Date of Report 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.)
1 Cov r
2,3-Site and Soil Evaluation Report
4-Site Sketch
5,6-Design Calculations
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of
the Sewage Handling and Disposal Regulations (12 VACS-610), the Private Well Regulations (12 VAC5-630), the Regulations for
Alternative Onsite Sewage Systems (12VAC5-613) 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.
IThe 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.A.11
I recommend that a (select one): construction permit ❑ certification letter ❑ subdivision approval Elbe (select one) Issued ❑'
repair permij ❑ voluntary upgrade ❑ Denied ❑
Date
This form contains personal information subject ttrdisclosure under the Freedom of Information Act. Revised 12/1/2014
Site and Soil Evaluation Report
Page Zof�
V DH Use Only
HI)I\:
General Information
Date: - 2 elAlbemarle County Health Department
Owner: Barksdale Farm Partnership LP Phone:
Owner Address:
Property Address:
Tax Map/GPIN #: 100-34
Subdivision: Section: Block: Lot: 1A
Soil Information Summary
1. Position in landscape satisfactory: ■ Yes ❑ No Describe landscape position: Sldeslope
2. Slope: 12 %
3. Depth to rock/impervious strata: Max. 62 in. Min. 40 in. ❑ Not observed
4. Free Water Present: ❑ Yes ■ No Range in inches:
5. Depth to seasonal water table (gray mottling or gray color): inches ❑ Not observed
6. Soil percolation rate estimated: ■ Yes ❑ No Estimated rate: 90 min/in at 22 inches depth
Texture Group: ❑ 1 ❑ Il ■ Ill ❑ 1V 90 MPI @ 8" in reserve
7. Percolation test performed: ❑ Yes 0 No If yes, provide additional data on percolation test results.
Name and title of ev ,Wptor: Thomas Graham Hogge, OSE
Signature:
❑ Site approved: Abwrptlon b-chat (describe dispersal area, e.g. absorption trenches) dispersing
Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 22 (inches) depth at
site designated on permit. Site provides a total of 12,000+ square feet of absorption area for primary and
reserve (if applicable).
❑ Site disapproved: Reasons for rejection (check all that apply)
I. ❑ 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 too slow.
5. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area.
6. ❑ Proposed system too close to well.
7. ❑ Other (specify)
This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014
Page .3 of �
Date of Evaluation: 3-8.24 Profile Description
SOIL EVALUATION REPORT
Property ID: Division of Tax Map IM34, Tract 1A
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 Onsite Soil Evaluator or Professional Engineer, 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 the 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.
AUGER BORINGS
❑ See a 3plication sketch ❑ See Construction Permit N See sketch on reverse side or page attached to this form.
Hole #
Horizon
Depth
Inches
Description of color, texture, etc.
Texture
Group
1
A
0-5
10 YR 4/3 brown loam
2
RESERVE
Bt
5-32
2.5 YR 4/8 red, friable day loam
3
(BORING)
ct
32-45
10 YR 5/6 yellowish brown sandy loam saprolite, variegated with 10 YR 8/3
2
very pale brown; auger refusal at 45"
2
A
0-4
7.5 YR 4/6 strong brown loam
2
RESERVE
Bt
4-19
10 R 4/8 red, medium to heavy clay loam; strong subangular blocky (SBK)
3
(PIT)
CBt
19-26
10 R 4/8 red sandy clay loam saprolite with 10 YR 7/4 very pale brown; rock at 26"
2
3
A
0-4
7.5 YR 4/6 strong brown loam
2
PRIMARY/
AB
4-17
5 YR 4/6 Yellowish red, light, friable clay loam
3
RESERVE
Bt
17-44
10 R 4/8 red, heavy day loam; a few mottles of 10 BG 3/1 dark greenish gray ((graphitic)
3
(BORING)
CBt
44-60
10 BG 3/1 dark greenish gray, friable, light clay loam to sandy clay loam graphite
3/2
schist saprolite with 5 YR 4/6 yellowish red and 2.5 Y 7/4 pale yellow; A/R at 60"
4
Ap
0-8
7.5 YR 416 strong brown loam
2
PRIMARY
Bt
B-32
2.5 YR 418 red clay loam; good SBK; mottles of 10 BG 3/1 dark greenish gray
3
(PIT)
CBt
32-40
10 BG 311 dark greenish gray, friable, light clay loam to sandy clay loam graphite
3/2
schist saprolite with 5 YR 4/6 yellowish red and 2.5 Y 7/4 pale yellow; rook at 40"
5
Ap
0-8
7.5 YR 4/6 strong brown loam
2
PRIMARY
Bt
8-24
10 R 4/8 red clay loam; good SBK
3
(PIT)
BCt
24-54
10 BG 3/1 dark greenish gray, friable, light clay loam clay loam graphite
3
schist saprolite with 5 YR 4/6 yellowish red and 2.5 Y 714 pale yellow
C
54-60
10 BG 3/1 dark greenish gray, friable sift loam graphite schist saprolite with
3
2.5 Y 6/3 light yellowish brown; rock at 60"
REMARKS: Due to the very heavy nature of the middle hole (3), a high percolation rate is estimated for the sepia: footpdnt, even though
the other holes exhibited lighter, more friable soil.
'phis form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014
Page I/ of
SITE SKETCH SHOWING PROPOSED
DIVISION OF TAX MAP I00-34,
ALBEMARLE COUNTY, VA
Y
,^ L
x' ON STONE
AT BASE OF
MARKEO
18'TRIPLE
MAPLE
�g2
O�
s
J
-200' •�
600 ,ATE
•j��F NMI OF
TA[6/pM�cAS V e a
e. 'Fk 1
940�iLE ✓
%R A G T- IN
TE
N43'86 18"E 7
„1
f
7
® .3c r11
0
w•tir:[.r. � 2
ark 3Mj �.
LEGEND
m Backhoe Pit
® Auger Boring
® House Site
.3c Proposed Well Spot
IS POLE
2
v�
og
J= TRAC
IS 26 1?
s
SCALE: I" — 200'
BLUE RIDGE
SOIL CONSULTING, INC.
AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs)
PO. Box 418 Rucke, svdle, VA 22968 (434) 985-2780
Page 5of
Design Basis
A. Estimated Percolation Rate 90
(Minutes per inch)
B. Trench bottom square feet
Required per Bedroom
(from Table 5.4) based on
KI Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A
C. Number of Bedrooms
Area Calculations:
D. Length of Trench (ft.)
100
E. Length of Available Area (ft.)
100
F. Width of Trench (ft.)
0
G. Number of Trenches
H. Center -to -center spacing (ft.)
10
Design Calculations
Proposed Division of
Tax Map 100-34
Tract 1A
Albemarle County, VA
PRIMARY DRAINFIELD
@ 22"
I. Width required (ft.)
73
J. Width of available area (ft.)
K. Total square footage required
2358
L. Square footage in design
2400
M. Is a reserve area required?
yes See next page.
Page 6of 4
Design Calculations
Proposed Division of
Tax Map 100-34
Tract 1 A
Albemarle County, VA
RESERVE DRAINFIELD
DRIP DISPERSAL WITH TL-3 EFFLUENT
Design Basis
A. Estimated Percolation Rate 90 mpi @ 8"
B. Square footage 682 (150GPD/0.22 GPD PER SQ. FT.)
Required per bedroom
Based on ❑Gravity ❑ LPD Other:
TL-3 EFFLUENT TO DRIP DISPERSAL, PER 12 VAC 5-613-10, REGULATIONS
FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS.
C. Number of bedrooms 3
Area Calculations
D. Length of lines (ft.) 100
E. Length of available area (ft.) 100
F. Width of trench (ft.) n/a
G. Number of lines 22
H. Center -to -center spacing (ft.) 2
1. Width required (ft.) 44
J. Width of available area (ft.) 45+
K. Total square footage 2,046 (682112/BR x 3BR)
required
L. Square footage in design 4,400
Page / of
❑ Construction
Permit
OSE/PE Report For:
❑Repair El Voluntary Upgrade
Permit Permit
❑ Certification
Letter
FSubdivision
Approval
Property Location:
911 Address: City:
Lot 1A2 Section Subdivision
GPIN or Tax Map # 100-34 Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Barksdale Farm Partnership LP
Street: 4335 Deanna Lane
City: Schuyler State VA Zip Code 22969
Prepared by:
OSE Name Thomas G. Hogge License # 1940-001091
Address PO Box 418
City Ruckersville State VA Zip Code 22968
PE Name License #
Address
City �1 State Zip Code
Date of Report y�/S Z 7 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.)
1-cover
2-Site Sketch
3-5-Site, Soil and Design -PRIMARY
6-8-Site, Soil and Design -RESERVE
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of
the Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630), the Regulations for
Alternative Onsite Sewage Systems (12VAC5-613) 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.
IThe work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically
V —(]the exemption in Code of Virginia Section 54.1-402.A.11
I recommend that a (select one): construction permit ❑ certification letter ❑ subdivision approval Elbe (select one) Issued ❑'
repair permit ❑ voluntary upgrade ❑ Denied ❑
OSE/PE Signature Date 7 —/S 7
v v
This form contains personal information subject o isclosure under the Freedom of Information Act. Revised 12/1/2014
Page :Z of $ 1
SITE SKETCH SHOWING PROPOSED
DIVISION OF TAX MAP 100-34,
ALBEMARLE COUNTY, VA
12"
WALNUT
:'A Y NE
PAYNE
?28 PLAT
441 PLAT
,43
Y
N
Ln
QI
4 -42.28-E Z
132.00
Ln
r'n
w
z
w
LA-
3
0
0
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LO
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w
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z
w
U-
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® .;c
STAKE
STAKE4_ _^ A
,qeser►rc _G- - 5A0
GAT- 636
w
ST, E I �Tg E
IZ
PPAPOSED
LL
SEPTIC
OpA�Afl0 STAKE I
E-5n 52
"X" ON STONE
BASE
AT OF 51,�,�,>to Q(
MARKED
18"TRIPLE q�
MAPLE AKE ® '
BARKSDa
128. 97 ' Qr'"'A' E-6rs 30 IS 230. 77 '
N38'09 04"E
LEGEND
® Backhoe Pit
T Auger Boring
® House Site
.3c Proposed Well Spot
SCALE: I" — 200'
PRIMARY DRAINFIELD
Site and Soil Evaluation Report
Page I of
VDH Use Only
HDIN:
General Information
Date: aeewde County Health Department
Owner: Barksdale Farm Partnership LP Phone:
Owner Address:
Property Address:
Tax Map/GPIN #: 100-34
Subdivision: Section: Block: Lot: 1A2
Soil Information Summary
I. Position in landscape satisfactory: ■ Yes ❑ No Describe landscape position: Sideslope
2. Slope: 4 %
3. Depth to rock/impervious strata: Max. 75+ in. Min. 60+ in. ■ Not observed
4. Free Water Present: ❑ Yes ■ No Range in inches:
5. Depth to seasonal water table (gray mottling or gray color): 5264 inches ❑ Not observed
6. Soil percolation rate estimated: ■ Yes ❑ No Estimated rate: 80 min/in at 24-30 inches depth
Texture Group: ❑ I O If mill ❑ IV
7. Percolation test performed: ❑ Yes i] No If yes, provide additional data on percolation test results.
Name and title of ev tor:.alWThomas Graham Hogge, OSE
Signature: ar
El Site approved: Aneogibm trenches (describe dispersal area, e.g. absorption trenches) dispersing
Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 2430 (inches) depth at
site designated on permit. Site provides a total of 8,000- square feet of absorption area for primary and
reserve (if applicable). 'PRIMARY ONLY
❑ Site disapproved: Reasons for rejection (check all that apply)
I. ❑ 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 too slow.
5. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area.
6. ❑ Proposed system too close to well.
7. ❑ Others i
This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014
PRIMARY DRAWFIELD
Page of 3
Date of Evaluation: M-24 Profile Description
SOIL EVALUATION REPORT
Property ID: Division of Tax Map 100-14, Tract tA2
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 Onsite Soil Evaluator or Professional Engineer, 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 the 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.
AUGER BORINGS
❑ See a 3plication sketch ❑ See Construction Permit ■ See sketch on reverse side or page attached to this form.
Hole #
Horizon
Depth
Inches
Description of color, texture, etc.
Texture
Group
1
Ap
0-12
7.5 YR 4/4 brown sandy Gay loam
2
at
12-46
2.5 YR 4/8 red, fairly friable, micaceous clay loam
3
BCt
46-60
5 YR 518 yellowish red, friable, micaceous sandy Gay loam
2
2
Ap
0-12
10 YR 5/4 yellowish brown loam
2
all
12-30
5 YR 5/8 yellowish red, heavy clay loam
3
Bt2
3055
2.5 YR 4/8 red, micaceous clay loam
3
Bct
55-62
2.5 YR 418 red, friable, micaceous, light clay loam to sandy day loam; mottles 7.5 YR 718 reddish yellow
3/2
3
Ap
0-8
7.5 YR 414 brown sandy day loam
2
Bit
8-52
2.5 YR 4/8 red, medium to heavy clay loam
3
Bt2
52-64
2.5 YR 5/8 red day loam; depletions of 10 YR 6/4 light yellowish brown
3
2Ct
64-72
2.5 YR 518 red, friable sandy loam saprolite, with 10 YR 4/4 dark yellowish brown and
2
10 YR 8/3 very pale brown
4
A
0-6
7.5 YR 4/6 strong brown sandy day loam
2
at
6-38
2.5 YR 4/8 red, micaceous day loam
3
BCt
3850
2.6 YR 5/8 red, light day loam; mottles of 10 YR 616 brownish yellow
3
Ct
50-75
7.5 YR 5/6 strong brown, friable, micaceous loam saprolite with 10 YR 813 very pale brown
2
and 2.5 Y 5/1 gray (lithic)
5
Ap
0-12
10 YR 5/4 yellowish brown loam
2
at
12-50
2.5 YR 4/8 red, micaceous clay loam
3
BCt
W-60
5 YR 416 yellowish red, friable sandy day loam saprolite with 2.5 Y 514 light olive brown
2
and 5 YR 6/8 reddish yellow
REMARKS: Note: it may be possible to get a deeper install in the saprolite, below the restriction that is noted in hole 3; however, it would have to
be very deep (at least 82 inches), so I felt it was not prudent.
This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014
Page 5 of 8
Design Calculations
Proposed Division of
Tax Map 100-34
Tract 1A2
Albemarle County, VA
PRIMARY DRAINFIELD
Design Basis
A. Estimated Percolation Rate gQ
(Minutes per inch)
B. Trench bottom square feet
Required per Bedroom
(from Table 5.4) based on
M Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A
C. Number of Bedrooms
Area Calculations:
D. Length of Trench (ft.) 100
E. Length of Available Area (ft.) 100
F. Width of Trench (ft.) 0
G. Number of Trenches 0
H. Center -to -center spacing (ft.) 0
I. Width required (ft.) 75
J. Width of available area (ft.) 78
K. Total square footage required r 2824
L. Square footage in design 2700
M. Is a reserve area required? yes
24-30"
100% reserve is provided in a separate area (see next three
pages).
RESERVE AREA SOILS
Site and Soil Evaluation Report
Page �i of B
�VDH Use Only
HDIN:
General Information
Date: V-/S- 2. 4/ atsicnanf County Health Department
Owner: Barksdale Farm Partnership, LLC Phone:
Owner Address:
Property Address:
Tax Map/GPIN #: 100-34
Subdivision: Section: Block: Lot: 1A2
Soil Information Summary
1. Position in landscape satisfactory: IN Yes ❑ No Describe landscape position: Sideslope
2. Slope: 10
3. Depth to rock/impervious strata: Max. 60+ in. Min. 40+ in. E Not observed
4. Free Water Present: ❑ Yes ■ No Range in inches: 32+
5. Depth to seasonal water table (gray mottling or gray color): 26 inches ❑ Not observed
6. Soil percolation rate estimated: ■ Yes ❑ No Estimated rate: 90 min/in at 12 inches depth
Texture Group: ❑ 1 oil will ❑ I V
7. Percolation test performed: ❑ Yes 0 No If yes, provide additional data on percolation test results.
Name and title of ev uator: Tomas Graham Hogge, OSE
Signature:
O Site approved: onv dlyenai area (describe dispersal area, e.g. absorption trenches) dispersing
TL-3 (proposed level of treatment at time of evaluation) to be placed at 112 (inches) depth at
site designated on permit. Site provides a total of 12,000* square feet of absorption area for primary and
reserve (if applicable). 'RESERVE ONLY
❑ 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 too slow.
5. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area.
6. ❑ Proposed system too close to well.
7. ❑ Other(specify)
I his form contains personal information subject to disclosure under the Freedom of Information \et. Revised 12/1/2014
ra y*1w:911�i,19rr:1111111b]
Pale :� of g
Date of Evaluation: 38-24 Profile Description
SOIL EVALUATION REPORT
Property ID: Division ofrax Map 1OD-34, Trod 1A2
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 Cmsite Soil Evaluator or Professional Engineer, 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 the 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 a 3plication sketch ❑ See Construction Permit ■ See sketch on reverse side or page attached to this form.
Hole N
Horizon
Depth
Inches
Description of color, texture, etc.
Texture
Group
1
Ap
0-9
7.5 YR 4/4 brown loam
2
PIT
Btl
9-36
10 R 416 red clay loam; fair subangular blocky structure (SBK)
3
Bt2
36-42
10 R 4/6 red clay loam; dense, with depletions of 10 YR 6/4 light yellowish brown;
3
free water at 42"
2
Ap
0-8
7.5 YR 4/6 strong brown loam
2
PIT
E
8-16
7.5 YR 5/6 strong brown sandy clay loam
2
Bt2
16-26
2.5 YR 5/8 red, friable clay loam; good SBK
3
Bt2
26-40
2.5 YR 416 red day loam; fair SBK; depletions of 10 YR 614 light yellowish brown;
3
free water at 32'
3
Ap
1 0-10
5 YR 4/6 yellowish red sandy clay loam
2
BORING
Btl
10-38
10 R 4/6 red, heavy clay loam
3
Bt2
38-60
10 R 4/6 red, heavy clay loam; depletions of 10 YR 6/4 light yellowish brown
3
4
Ap
0.8
5 YR 5/6 yellowish red sandy clay loam
2
PIT
Bt1
B-27
2.5 YR 4/6 red. micaceous clay loam; good SBK
3
Bt2
27-48
10 R 4/6 red clay loam; a little firm; good SBK; depletions of 2.5 Y 5/3light olive brown;
3
free water at 36"
5
A
0-5
10 YR 4/3 brown loam
2
PIT
Bt
5-32
2.5 YR 4/6 red, heavy clay loam; fair SBK
3
2Bt
32-41
2.5 YR 4/8 red, sandy clay loam; many coarse grains (transported)
2
REMARKS:
This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014
Page O of j5
Design Calculations
Proposed Division of Tax Map 100-34
Tract IA2
Albemarle County, VA
RESERVE DRAINFIELD
DRIP DISPERSAL WITH TL-3 EFFLUENT
Design Basis
A. Estimated Percolation Rate 90 mpi @ 12"
B. Square footage 682 (150GPD/0.22 GPD PER SQ.
Required per bedroom
Based on ❑Gravity ❑ LPD Other: FT.)
TL-3 EFFLUENT TO DRIP DISPERSAL, PER 12 VAC 5-613-10, REGULATIONS
FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS.
C. Number of bedrooms 4
.Area Calculations
D. Length of lines (ft.) 100
E. Length of available area (ft.) 100
F. Width of trench (ft.) n/a
G. Number of lines 30
H. Center -to -center spacing (ft.) 2
1. Width required (ft.) 60
J. Width of available area (ft.) 120+
K. Total square footage
2,728 (682 ft BR x 4BR)
required
L. Square footage in design 6,000