HomeMy WebLinkAboutSUB202000203 Soils Report 2020-11-09BLUE RIDGE
SOIL CONSULTING, INC Page 1 of
AUTHORrZED ONSITE SOIL EVALUATORS (AOSEs) P.O. Box 418 RudcersviAe, VA 22968
Ik AOSE #0' C'40) 948-7170 Tom How/AOSE #240 (434) 985-2780
AOSE/PE Report for
cC bCii w'%Si pn
Location of property:
�PPttcant or
y,
Z2
Date of Report: :/3 //O �z
Revision Date:
2 - -sue.% Svmra�
Certification Statement(S)3
Lots Section _
GPIN or Tax Map # _
Latitude/Longitude_
(�
. rmcoy certify that the evaluations and/or designs contained
herein were conducted in accordance with the Sewage Handling
and Dis
posal Regulations (an VACSfi10), the Private Well
Regulations VACS-615), and other applicable Policies of the
Virginia Deparar tment of Health. Furthermore, I certify that my
evaluation and/or design contained herein complies with all
applicable laws, regulations, and nia policies implemented by the
Department of Health.
I recommend a JtJt vS:o� 4 be
rl^VeU 5
RPPwt.0
FA
Subdivision F'7 h7V ,�%-j2&Aw-1j1eCounty
by AOSEIPE (name
22-C c5'
AOSEIPE Job Number.
Health Dept ID. No.:
(optional)
Insert appropriate title: "Construction Pertnir "Subdivision Approval", "Certification Letter" z Examples include: "Soil Information Stmtmary", "Soil Profile Descriptions", "Water Supply Design Specifications",
3 PE */RReserve Design Specifications", "Construction Drawings", "Site Sketch", "product Specification Sheet"
4 regulated the
the Department'of Professional and Occupational Regulation. This section is considered optional for PEs.
Fill in this blank appropriate �: "certification letter", "construction permit", or "subdivision approval"
5 Fill in this blank appropriate term: "approved", or "denied"
BLUE RIDGE
SOIL CONSULTING, INC.
AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs)
PO. Box 418 Ruckersville, VA 22968
Jack McClelland/AOSE #098 (540) 948-7170 Tom Hogge/AOSE #240 (434)
Soil Evaluation Report
FAIRHILL ESTATES
Lot 5
Albemarle County, VA
Page,2of(
Owner:
David Mitchell c/o Southern Classic, Inc.
Phone:
(434) 823 - 7610
Mailing Address:
P.O. Box 248
Crozet, VA 22932
Phone:
Fax:
(434) 823 - 7645
Agent:
Blue Ride Soil Consulting, Inc.
Phone:
(434) 985 — 2780
Mailing Address:
P.O. Box 418
Ruckersville, VA 22968
Phone:
(540) 948 — 7170
Fax:
(434) 990 - 8367
Site Address:
Email:
Directions to Property:
From Charlottesville, take Rt. 250 west past Rt. 250/Rt. 240 intersection. Property is on
the right at Fairhill Lane
Subdivision: I Fairhill Estates I Section: Block: Lot: 5
Tax Map:
Other Property
Identification:
I I
Dimension/Acreage
of Pro e
2.21 Acres
Soil Information Summary
1. Position in landscape satisfactory? Yes ® No ❑
Describe: Sideslope
2. Slope: 20-25 %
3. Depth to Rock or impervious strata: Max. 60"+ Min. 44" (reserve)
4. Depth to seasonal water table (gray mottling or gray color): No ® Yes ❑
5. Free water present: No ® Yes ❑ range in inches
Inches
Yes ® Texture Group I ❑ II El ® I V El6. Soil percolation rate estimated?
No ❑ Estimated rate 55 min/inch
7. Permeability test performed Yes ❑ No Z
If yes, note type of test performed and attach
Pag 901`6
Soil Profile Descriptions
Fairhill Estates
Lot 5
Pit
Depth
Horizon
Material Description
Soil
(in)
Texture
Group
1
0-8
A
1 OYR/4/4 Dark Yellowish Brown
3
light Clay Loam
8-28
Bt
5YR/4/6 Yellowish Red medium Silty
3
Clay Loam, SAB structure
28-48
BC
5YR/4/6 Yellowish Red light -medium
3
Silty Clay Loam, variegated with
5YR/6/8 Reddish Yellow and
7.5YR/5/8 Strong Brown (parent),
SAB structure with few quartz
fragments
PIT TERMINATED AT 48"
2
0-4
A
1 OYR/3/3 Dark Brown Loam
2
4-10
E
IOYR/6/6 Brownish Yellow light
3
Clay Loam
10-38
Bt
5YR/4/6 Yellowish Red medium Silty
3
Clay Loam, SAB structure
38-60
BC
5YR/5/8 Yellowish Red light Silty
3
Clay Loam slightly variegated with
I OYR/6/6 Brownish Yellow and
7.5YR/7/6 Reddish Yellow (parent),
SAB structure with few quartz
fragments
PIT TERMINATED AT 60"
Pageyof �
Soil Profile Descriptions, Continued
3
0-4
A
IOYR/3/3 Dark Brown Loam
2
4-9
E
IOYR/6/6 Brownish Yellow light
3
Clay Loam
9-28
Bt
5YR/4/6 Yellowish Red medium Silty
3
Clay Loam, SAB structure
28-60
BC
2.5YR/4/8 Red light Silty Clay Loam,
3
variegated with 7.5YR/7/8 Reddish
Yellow and 2.5YR/7/4 Light Reddish
Brown (parent)
PIT TERMINATED AT 60"
4
0-6
A
IOYR/3/3 Dark Brown Loam
2
6-19
Bt
10YR/4/6 Dark Yellowish Brown
3
light -medium Silty Clay Loam
19-35
BC
7.5YR/5/8 Strong Brown light Silty
3
Clay Loam, variegated with 1 OYR/5/8
Yellowish Brown and 5YR/5/8
Yellowish Red (parent)
35-60
CB
5YR/4/6 Yellowish Red very light
3
Silty Clay Loam, variegated with
IOYR/6/8 Brownish Yellow (parent),
friable
PIT TERMINATED AT 60"
5
0-6
A
1 OYR/3/3 Dark Brown Loam
2
6-20
Bt
1 OYR/4/6 Dark Yellowish Brown
3
light -medium Silty Clay Loam
20-44
CB
5YR/4/6 Yellowish Red very light
3
Silty Clay Loam, variegated with
IOYR/6/8 Brownish Yellow (parent),
friable
44
Cr
Phyllite
BUCKET REFUSAL AT 44"
BLUE RIDGE
SOIL CONSULTING, INC.
AUTHORIZED ONSITE SOIL EVALUATORS (AOSES)
P.O. Box 418 Ruckersville, VA 22468
Specializing in dtainfield design Jack McOeffaM/AOSE #098
for subdivision devetopnenr, (W) 948-7170
pennies, ceruficarion letters, Ton Home/AOSE #240
and fim biirq studies _ (434) 985-2780
xoo
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it I lr 1/f/Jrr�rrr�//�J�r/r
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REVISED 7-19-07 2
Pr�tiE�� 6
�SO 3P ;
PRa ECT ,* 20060711
DAZE APR/L 17, 2007
SCALP 1"— 100'
I DRAWN BY BCA1 1
APPROVED BY
TO VV N E S DRA/NRELD LOCA710N
SITE ENGINEERING LOT 5
ego �� a4.a sn11e ao1 FA/RHILL ESWES SUBDI14SION
C6°efelIIe1d °�"n'` �asz 90 ALBEMARLE COUNTY, VIRGINIA )'done: (104) 748-BO11 Fas (804) 748-25
.cy m pnu, te�nmiccfmraee.com _ _
Design Basis
A. Estimated Percolation Rate
(minutes per inch)
B. Trench bottom square feet
Required per bedroom
(from Table 5.4) based on
(X) Gravity LPD_other
C. Number of bedrooms
Area Calculations
D. Length of trench (ft.)
E. Length of available area (ft.)
F. Width of trench (ft.)
G. Number of trenches
H. Center -to -center spacing (ft.)
I. Width required (ft.)
J. Width of available area (ft.)
K. Total square footage required
L. Square Footage in design
M. Is a reserve area required?
Abbreviated Design Form
Fairhill Estates
Lot 5
55 @ 30"
412
4
100
100
3
12 (including reserve)
10
113
115-125
IC'
1800
Yes (100% reserve drainfield is delineated)
Pag(jof6
b�clv
BLUE RIDGE
SOIL CONSULTING, INC
Page 1 of 6
AUTHORIZED ONSITE SOIL EVALUATORS (AOSE,) P.O. Box 418 Rudcersoffe, VA 22968
la*MCCWbWAOSE #M (510) 948-7170 Tom Hogge /AOSE #240 (434) 985-278D
A...... Report for
SccbC/ivis:on YAP-ceVq/
Location of property: Lot % Section Subdivision F'? r-Ad/ 5)' County
GPIN or Tax Map #
Latitude/Longitude
or
FE
z
Date of Report: 7/31 o
Revision Date:
r-c:oPei- —
Z - -So./ S,�mrgr
-3 4
Certification Statement(S)3
[.M
I hereby certify, the evaluations
herein were conducted in and/or designs contained
accordance with the Sewage Handling
and Disposal Regulations (12 VAC5-610), the Private Well
Regulations (12 VACS-615), and other applicable policies of the
Virginia Department of Health. Furthermore, I certify that my
evaluation and/or design contained herein complies with all
applicable laws, regulations, and policies implemented by the
nia Department ofHealth. /� I recommend J✓tv�Sion 4be /7(c�('pyp„(- 5
APPfVv4
by AOSE/PE (name
v, iY><} Z296 S
AOSE/PE Job Number.
Health Dept ID. No.:
(optioro0
t Insert appropriate title: -Construction permit,, „Subdivision Approval"`Certification Letter"
2 Examples
include:
u : "Soil Information Summary", "Soil Profile Descriptions", "Water Supply Design Specifications",
3 PE work is Specifications- -Construction "Construction Drawings", "Site Sketch", "Product Specification Sheet"
4 Fill in regulated by the Department of Professional and Occupational Regulation. This section is considered optional for PEs.
s this blank with the appropriate term_ "certification letter", "construction permit", or "subdivision approval"
Fill in this blank with the appropriate term: "approved", or "denied"
BLUE RIDGE
I SOIL CONSULTING, INC.
Pageaof
AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs)
P.O. Box 418 Ruckersville, VA 22968
Jack McClelland/AOSE #098 (540) 948-7170 Tom Hogge/AOSE #240 (434) 985-2780
Soil Evaluation Report
FAIRHILL ESTATES
Lot 6
Albemarle County, VA
Owner:
Southern Classic, David Mitchell
Phone:
(434) 566-8299
Mailing Address:
PO Box 248
Crozet, VA 22932
Phone:
E
Fax:
Agent:
Blue Ride Soil Consulting, Inc.
Phone:
(434) 985 —2780
Mailing Address:
P.O. Box 418
Ruckersville, VA 22968
Phone:
(540) 948 — 7170
Fax:
(434) 990 - 8367
Site Address:
Email:
Directions to Property:
From Charlottesville, take Rt. 250 West towards Crozet. Go about 1/2 mile past Rt, 240
turnoff and RR overpass and turn right on Fairhill.
Subdivision: I Fairhill Estates I Section: Block: Lot: 6
Tax Map:
Other Property
Identification:
-
Dimension/Acreage
of Property:
2.00 Acres
Soil Information Summary
1. Position in landscape satisfactory? Yes ® No ❑
Describe: Sideslope
2. Slope 12%
3. Depth to Rock or impervious strata: Max. 60"+ Min. 48"
4. Depth to seasonal water table (gray mottling or gray color): No ® Yes ❑ Inches
5. Free water present: No E Yes ❑ range in inches
Yes ® Texture Group I El II ❑ III ® IV ❑
6. Soil percolation rate estimated?
No ❑ Estimated rate 55 min/inch
7. Permeability test performed Yes ❑ No
If yes, note type of test performed and attach
Soil Profile Descriptions Page3016
Fairhill Estates
Lot 6
Backhoe
Depth
Horizon
Material Description
Soil
Pit
(in)
Texture
Group
1
0-6
Ap
10 YR 4/4 dark yellowish brown loam
2
6-17
Bt
2.5 YR 4/6 red silty clay loam,
3
subangular blocky; few small,
subangular weathered phyllite
fragments
17-26
CB
2.5 YR 4/8 red light silty clay loam to
3
silt loam, variegated with 5 YR 4/6
yellowish red and 5 YR 6/8 reddish
yellow from parent
26-60
C
5 YR 5/8 yellowish red silt loam
3
saprolite, variegated with 7.5 YR 6/6
reddish yellow, 5 Y 5/6 olive and 10
YR 6/3 pale brown from parent;
friable
2
0-4
A
10 YR 4/3 brown loam
2
4-17
Bt
2.5 YR 4/6 red silty clay loam
3
17-33
BC
7.5 YR 516 strong brown light silty
3
clay loam to silt loam saprolite,
variegated with 5 YR 5/8 yellowish
red and 10 YR 5/6 yellowish brown
33-48
C
2.5 Y 6/4 light yellowish brown silt
3
loam saprolite, variegated with 2.5 Y
7/4 pale yellow and 5 YR 5/8
yellowish red; Rock at 48"
3
0-8
Ap
10 YR 4/4 dark yellowish brown loam
2
8-18
Bt
2.5 YR 4/6 red silty clay loam,
3
subangular blocky with few
weathered phyllite fragments
18-50
CB
7.5 YR 5/6 strong brown very light
3/2
silty clay loam to silt loam saprolite,
variegated with 5 YR 4/6 yellowish
red and 5 YR 5/2 reddish gray;
common fine mica; pit terminated at
50"
Soil Profile Descriptions, Continued Page�f
4
0-10
Ap
7.5 YR 4/6 strong brown light clay
3/2
loam to loam
10-28
Bt
5 YR 4/6 yellowish red medium silty
3
clay loam
28-48
BC
7.5 YR 5/6 strong brown light silty
3
clay loam to silt loam saprolite,
variegated with 5 YR 5/8 yellowish
red and 10 YR 5/6 yellowish brown;
common fine mica; CR at 48"
5
0-10
A
10 YR 4/3 brown light clay loam
3
10-24
Bt
2.5 YR 4/6 red silty clay loam, good
3
subangular blocky, common fine
mica, few weathered phyllite
fragments
24-40
CB
2.5 YR 4/8 red light silty clay loam to
3
silt loam, variegated with 5 YR 6/8
reddish yellow and 7.5 YR 6/6
reddish yellow from parent; common
fine mica, friable
40-60
C
2.5 Y 6/4 light yellowish brown silt
3
loam saprolite, variegated with 2.5 Y
7/4 pale yellow and 5 YR 5/8
yellowish red
BLUE RIDGE
SOIL CONSULTING, INC.
AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs)
P.O. Box 418 Ruckersville, VA 22968
Specializing in drainfield design Jack McQelland/AOSE #098
for subdivision development, (S40) 948.7170,
permits, cerdrration letters, Tom Hogge/AOSE#240
and feasibility studies (434) 98S-2780
lip
9 —
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OF
NO c
TOWN ES
SITE ENGINEERING
9850 Lori Road, SiAte 201
Cheeterfleid, Vtrywfa 28882
Phone: 804? 748-9011 F= (B04) 748-2590
nvy „�Nnw " town *ccto ".com
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01, r(.
5 of 6
✓//
�'Q 'L
PROJECT * 20060711
DATE." APRIL 17, 2007
SCALE: 1'— 100'
DRAWN BY BCM
APPROVED BY:
DRA/NFlELD LOC.A77QN
LOT # 6
FAIRHILL ESTATES SUBDIVISION
ALBEMARLE COUNTY, VIRGINIA
Design Basis
A. Estimated Percolation Rate
(minutes per inch)
B. Trench bottom square feet
Required per bedroom
(from Table 5.4) based on
(X) Gravity LPD other
C. Number of bedrooms
Area Calculations
D. Length of trench (ft.)
E. Length of available area (ft.)
F. Width of trench (ft.)
G. Number of trenches
H. Center -to -center spacing (ft.)
I. Width required (ft.)
J. Width of available area (ft.)
K. Total square footage required
L. Square Footage in design
M. Is a reserve area required?
Abbreviated Design Form
Fairhill Estates
Lot 6
55 @ 30"
412
M
100
200 (Including reserve)
3
6 (Primary)
TII
53
53-96
1648
1800
Yes (100% Reserve is provided)
Page �f 6
BLUE RIDGE
SOIL CONSULTING, INC Page 1 of
AUTHORED ONSME SOIL EVALUATORS (AOSEs) PO. Box 418 Ruckersv k VA 22968
)'* M'C"nd/AOSE;t M (540) 9gg.n70 Tom hloghe /AOSE #240 (434) 9a5-27M
AOSEME Report for
✓is,;
Location of property: Lot -:�j Section Subdivision Fit" r/1/// t County
G. or Tax Map #
Latitude/Longitude
or
A 02
Date of Report: 7/3/ 0
Revision Date:
Certification Statement(s)3
...`Y c:ernry that the evaluations and/or designs contained
herein were conducted in accordance with the
and Di he private
Handling
Regulations Regulations (12 VACS-610), the Private Well
Virginia ns (12 VAC5fi15), and other applicable policies of the
Department of Health. Furthermore, I certify that my
evaluation and/or design contained herein complies with all
applicable laws, regulations, and policies implemented by the
nia Department of Health.
I recommend a Sfl1C!lv.Sio� 4 be 0 ved 5
RPProtru
(name
AOSE/PE Job Number.
Health Dept ID. No.:
(oP+wmo
t Insert appropriate title: Constriction PermiP, "Subdivision Approval", "Certification Letter"
z Examples include: "Soil Information Summary , "Soil Profile Descriptions", "Water supply Design Specifications",
,'Prim
E arY/Reserve Design Specifications", "Construction Drawings", "Site Sketch", "Product Specification Sheet"
t PE work
o is
mgW y� by the Department of Professional and Occupational Regulation. This section is considered optional for PEs.
4 Fill inblank with the this5 Fill in this blank with the appropriate term: appropriate term: "cerfirOv V n letter"', "construction permit", or "subdivision approval"
"approved", or "denied"
BLUE RIDGE
SOIL CONSULTING, INC.
Page�of t
AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs)
P.O. Box 418 Ruckersville, VA 22968
Jack McClelland/AOSE #098 (540) 948-7170 Tom Hogge/AOSE #240 (434) 985-2780
Soil Evaluation Report
FAIRHILL ESTATES
Lot 7
Albemarle County, VA
Owner:
David Mitchell c/o Southern Classic, Inc.
Phone:
(434) 823 - 7610 �.
Mailing Address:
P.O. Box 248
Crozet, VA 22932
Phone:
O
Fax:
434) 823 - 7645 tl
Agent:
Blue Ride Soil Consulting, Inc.
Phone:
(434) 985 —2780
Mailing Address:
P.O. Box 418
Ruckersville, VA 22968
Phone:
(540) 948 — 7170
Fax:
(434) 990 - 8367
Site Address:
Email:
Directions to Property:
From Charlottesville, take Rt. 250 west past Rt. 250/Rt. 240 intersection. Property is on
the right at Fairhill Lane
Subdivision: I Fairhill Estates I Section: Block: Lot: 7
Tax Map:
Other Property
Identification:
Dimension/Acreage
of Property:
2.28 Acres
Soil Information Summary
1. Position in landscape satisfactory? Yes M No ❑
Describe: Sideslope
2. Slope: 12 %
3. Depth to Rock or impervious strata: Max. 60"+ Min. 60"+
4. Depth to seasonal water table (gray mottling or gray color): No M Yes ❑ Inches
5. Free water present: No M Yes ❑ range in inches
Yes M Texture Group I ❑ II ❑ III M IV ❑
6. Soil percolation rate estimated?
No ❑ Estimated rate 55 min/inch
7. Permeability test performed Yes ❑ No M
If yes, note type of test performed and attach
Page3of
Soil Profile Descriptions
Fairhill Estates
Lot 7
Pit
Depth
Horizon
Material Description
Soil
(in)
Texture
Group
1
0-8
Ap
1 OYR/5/4 Yellowish Brown Loam
2
8-25
Bt
2.5YR/4/8 Red medium Silty Clay
3
Loam, SAB structure
25-60
CB
2.5YR/4/8 Red very light Silty Clay
3
Loam/Silt Loam saprolite, variegated
with 2.5Y/5/6 Light Olive Brown,
massive structure but friable
PIT TERMINATED AT 60"
2
0-7
Ap
10YR/4/3 Brown Loam
2
7-18
Bt
2.5YR/5/8 Red Clay Loam, SAB
3
structure
18-40
BC
2.5YR/4/8 Red Clay Loam,
3
variegated with 5YR/5/8 Yellowish
Red, 1 OYR/5/4 Yellowish Brown and
IOYR/8/1 White (parent)
40-60
C
IOYR/6/6 Brownish Yellow Loam
2
saprolite, variegated with 7.5YR/6/8
Reddish Yellow and 1 OYR/7/6
Yellow(parent), channery but friable
PIT TERMINATED AT 60"
3
0-8
Ap
l OYR/4/4 Dark Yellowish Brown
3
light Clay Loam
8-22
B
7.5YR/4/6 Strong Brown medium
2
Sandy Clay Loam, SAB structure
22-60
C
1 OYR/6/6 Brownish Yellow Sandy
2
Loam saprolite (granitic gneiss),
variegated with IOYR/7/4 Very Pale
Brown and 1 OYR/4/2 Very Dark
Grayish Brown parent), friable
PIT TERMINATED AT 60"
Soil Profile Descriptions, Continued Page�of�
4
0-6
Ap
1 OYR/4/3 Brown Loam
2
6-25
Bt
2.5YR/4/6 Red Silty Clay Loam
3
25-35
BC
2.5YR/4/8 Red light Silty Clay
3
Loam/Silt Loam, variegated with
IOYR/5/8 Yellowish Brown(parent),
friable with common fine mica
35-60
C
1 OYR/5/6 Yellowish Brown Silt
3
Loam saprolite, variegated with
7.5YR/5/8 Strong Brown, dense
PIT TERMINATED AT 60"
5
0-8
Ap
lOYR/4/3 Brown Loam
2
8-41
BC
5YR/5/8 Yellowish Red light Silty
3
Clay Loam with common weathered
hyllite fragments
41-60
C
5YR/5/8 Yellowish Red Silt Loam
3
saprolite, variegated with IOYR/5/8
Yellowish Brown and 1 OYR/4/3
Brown(parent), dense
PIT TERMINATED AT 60"
,$ OF
BLUE RIDGE
SOIL CONSULTING, INC.
AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs)
P.O. Box418 Ruckersville, VA22968
Specializing in drainfield design Jack McOelland/AOSE #098
for subdwtsion development, (540) 940-7170
permim, ceraficarion lercers, Tom Hogge/AOSE #240
and feasibility studies (434) 985-2780
i
�A
�^}CAmf
WEE-
Fv-
N07E5
h0 . °'
PR06ECT A 20060711
REVISED 7-19-07
g ��`
DAZE APRIL 17, 2007
3
�•:�/3�n7 ° r``
SCALE 1'— 100'
�hyT4®SE
DRAWN BY BCM
IIN `
APPROVED BY'
T O W N E S
DRA/NFlELUI LOCA VON
LOT # 7
SITE ENGINEERING
0850 lArt Rona, suite 201
FA/RHILL ESTATES SUBLIMSION
a-9011 Virginia 23
ALBEMARLE COUNTY, l/IRGINIA
Phonc eo4°j ((80) 748-zsao
,-r I--F—
tawne°bcetowaw.com
1 of 1
Design Basis
A. Estimated Percolation Rate
(minutes per inch)
B. Trench bottom square feet
Required per bedroom
(from Table 5.4) based on
(X) Gravity LPD_other
C. Number of bedrooms
Area Calculations
D. Length of trench (ft.)
E. Length of available area (ft.)
F. Width of trench (ft.)
G. Number of trenches
H. Center -to -center spacing (ft.)
I. Width required (ft.)
J. Width of available area (ft.)
K. Total square footage required
L. Square Footage in design
M. Is a reserve area required?
Abbreviated Design Form
Fairhill Estates
Lot 7
55 @ 42"
412
4
100
200
3
12 (including reserve)
10
53
53-77
1648
1800
Yes (100% reserve drainfield is delineated)
Page�of (