HomeMy WebLinkAboutSUB202000166 Approval - Agencies 2019-04-04In Cooperation with the
State Deparaent of Health
Phone (434) 972-6219
fax (434) 972-4310
April 4, 2019
COMMONWEALTH 01"VIRGIN-1A
Thomas Jefferson Health District
1138 Rose Hill Drive
P. O. Box 7546
Charlottesville, Virginia 22906
Mariah Gleason
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, Virginia 229024596
ALUEh"LE - CHARLOTTESVILLE
FLUVANNA COUNTY IRALtAYRA)
GREENE CCNJNTY(STANARDSVI LEI
LOUISA CCUNTY (LOUISA}
NELSON COUNTY (LOVINGTOW
RE: Review of Proposed Subdivision Plat as part of a Boundary Line Adjustment of TM 43-38D and
43-38E located in Albemarle County, Virginia.
Dear Ms. Gleason:
On March 6, 2019, the County of Albemarle requested the Virginia Department of Health (via the Albemarle
County Health Department) review the proposed subdivision plat identified above. This letter is to inform you
that the above referenced subdivision plat is approved in accordance with the provisions of the Code of
Virginia, the Sewage Handling and Disposal Regulations, and local ordinances.
Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System
Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically
identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and
unless all conditions and circumstances are present at the time of application for a permit as are present at the
time of this approval This subdivision may contain lots that to do not have approved sites fur onsite sewage
systems.
This boundary line adjustment does pertain to the requirements of local ordinances.
Sincerely, jDavis
Trat s T.
Environmental Health Spec. Sr.
Thomas Jefferson Health District
In Cooperation with the
State Department of Health
Phone (434) 972-6219
Fax (434)972-4310
November 14, 2013
COMMONWEALTH TH of VIRGIN IA
Thnnuis Jet%%sun Health District
1138 Rose Hill Drive
P. O. Box 7546
Charlottesville, Virginia 22906
Megan Yaniglos
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, Virginia 22902-4596
ALBEMARLE CNARLOTTESVILLE
FLUVANNA COUNTY (PALL1YRA)
GREENE COUNTY (STANARDSVILLE)
LOUISA COUNTY(LOUISA)
NELSON COUNTY (LOVINGSTON)
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual
Onsite Sewage Systems as part of a division of Tax Map 43 Parcel38 located In
Albemarle County, Virginia.
Dear Ms. Yaniglos:
On October 22, 2013, the County of Albemarle requested the Virginia Department of Health (via the Albemarle
County Health Department) review the proposed subdivision plat identified above. This letter is to inform you
that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in
accordance with the provisions of the Code of Virghdo, the Selvage 11riiirlting and Disposal Regulations,
and local ordinances.
This request for subdivision review was submitted pursuant to the provisions of § 32.1-163.5 of the Code of
Virginia which requires the Health Department to accept private soil evaluations and designs from an
Authorized Onsite Soil Evaluator (ROSE) or a Professional Engineer working in consultation with an AOSE for
residential development. This subdivision was certified as being In compliance with life Board of Health's
Regulations by: Stephen P. Gooch; Onsite Soil Evaluator Number 1940001284. This subdivision
approval is issued in reliance upon that certification.
Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System
Construction Permits will be issued fm• any lot in the subdivision identified above unless that lot is specifically
identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and
unless all conditions and circumstances are present at the time of application for a pemTit as are present at the
time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage
systems.
This subdivision approval does pertain to the requirements of local ordinances.
Sincerely,
Josh Kirtley
Environmental Health Technical Consultant
Onsite Sewage and Water Programs
Page 1 of 9
OSE/PE Report for:
Construction Permit -El Certification Letter 0 Subdivision Approval
Property Location:
911 Address: 2865 Free Union Road City:
Lot 4 Section Subdivision Houndstooth
GPIN or Tax Map # 43-38 Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: A. Joseph Homes, Inc.
Street: 827 Nalle Street
City: Charlottesville
State Virginia Zip Code 22903
Prepared by:
OSE Name Steve Gooch
License # 1940001284
Address 703 Oliver Creek Road
City Troy
State Virginia Zip Code 22974
PE Name:
License #
Address
City
State Zip Code
Date of Report 10/18/13 Date of Revision #1
OSE/PE Job # Date of Revision #2
Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.)
OSE Cover Page
Soil Profile Sheets
Soil Information Summary Sheets
Abbreviated Design Forms
Survev Plat
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and
policies implemented by the Virginia Department of Health. 1 further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
The work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically the
exemption in Code of Virginia Section 54.1-402.11
r recommend that a (select one):nstruction permit certification letter subdivision approval❑✓
be (select one) issued denied d . /
OSE/PE Signature Date 10117113
p«elL Z j�- 5
Soil Profile
Primary Drain Field
Lot 4
Houndstooth
Albemarle County
Hole
Depth
Horizon
Material Description
Soil Texture
(in.)
Group
A
0-3
A
Brown (7.5YR 4/2) loam
2
3-13
BE
Reddish yellow (5YR 7/8) clay loam
3
13-42
Bt
Red (I OR 5/8) silty clay loam
3
42-66
Bt2
Red (2.5YR 5/8) clay loam
3
66-84
C
Strong brown (7.5YR 5/8) sandy loam
2
B
0-4
A
Brown (7.5YR 4/2) loam
2
4-10
BE
Reddish yellow (5YR 7/8) clay loam
.3
10-41
Bt
Red (1OR 5/8) silty clay loam
3
41-72
Bt2
Yellowish red (5YR 5/8) clay loam
3
72-84
C
Strong brown (7.5YR 5/8) sandy loam
2
C
0-5
A
Brown (7.5YR 4/2) loam
2
5-11
BE
Reddish yellow (5YR 7/8) clay loam
3
11-43
Bt
Red (I OR 5/8) silty clay loam
3
43-84
Bt2
Yellowish red (5YR 5/8) clay loam
3
D
0-3
A
Brown (7.5YR 4/2) loam
2
3-7
BE
Reddish yellow (5YR 7/8) clay loam
3
7-48
Bt
Red (I OR 5/8) silty clay loam
3
48-84
Bt2
Yellowish red (5YR 5/8) clay loam
3
E
0-4
A
Brown (7.5YR 4/2) loam
2
4-48
Bt
Red (I OR 5/8) silty clay loam
3
48-84
Bt2
Red (2.5YR 5/8) to yellowish red (5YR 5/8) clay loam
3
F
0-3
A
Brown (7.5YR 4/2) loam
2
3-7
BE
Reddish yellow (5YR 7/8) clay loam
3
7-54
Bt
Red (1 OR 5/8) silty clay loam
3
54-84
C
Strong brown (7.5YR 5/8) sandy loam
2
L
0-4
A
Brown (7.5YR 4/2) clay loam
3
440
Bt
Reddish brown (5YR 5/4) clay loam
3
40-65
C1
Dark yellowish brown (IOYR 4/6) sandy loam
2
65-84
C2
Strong brown (7.5YR 5/8) sandy loam
2
M
0-3
A
Brown (7.5YR 4/2) clay loam
3
3-11
BE
Brown (7.5YR 5/4) clay loam
3
11-39
Bt
Red (1OR 5/8) silty clay loam
3
39-55
Cl
Strong brown (7.5YR 5/8) loam
2
55-84
C2
Dark yellowish brown (1 OYR 4/6) sandy loam
2
3 0 `I
Soil Profile
Primary Drain Field
Lot 4
Houndstooth
Albemarle County
Hole
Depth
Horizon
Material Description
Soil Texture
(in.)
Group
N
0-3
A
Brown (7.5YR 4/2) clay loam
3
3-30
Bt
Red (I OR 5/8) silty clay loam
3
30-84
C
Yellowish red (5YR 5/8) sandy loam
2
O
0-3
A
Dark gray (IOYR 4/1) loam
2
3-9
BE
Brown (7.5YR 5/3) clay loam
3
9-42
Bt
Yellowish red (SYR 5/8) clay loam
3
42-64
CI
Reddish brown (2.5YR 5/4) sandy clay loam
2
64-84
C2
Light olive brown (2.5Y 5/6) sandy loam
2
P
04
A
Brown (7.5YR 4/2) clay loam
3
4-30
Bt
Red (I OR 5/9) silty clay loam
3
30-64
Bt2
Reddish brown (2.5YR 5/4) clay loam
3
64-84
C
Light olive brown (2.5Y 5/6) sandy loam
2
Page y of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434) 409-0927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 4
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? 1x Yes r No
Describe side slope
2. Slope 9 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) fx No r Yes inches
S-Free water present r No r Yes range in inches
Soil percolation rate estimated 1C Yes Texture group 1 II III IV
F- No Estimated rate 55 min/inch
7. Permeability test performed I- Yes
r No
If yes, note type of test performed and attach
6 Site Approved: Drainfield to be placed at 60„ depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. F- Position in landscape subject to flooding or periodic saturation.
2. F- Insufficient depth of suitable soil over hard rock.
3. F- Insufficient depth of suitable soil to seansonal water table.
4. f Rates of absorption too slow.
5. F- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. f Proposed system too close to well.
' - f Other Specify
(attach additional pages if necessary)
PUx 5 ()F�
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
-4esigns and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, �inly the primary area, O only the reserve
area (check one) for Houndstooth —Lot 4 (Property ID).
Design Basis
Total length of available area: 100' + 50' Total width of available area: 170'
Estimated Perc. Rate: 55 at 60" in. (depth) Number of bedrooms (or GPD): 6
z
Conveyance Method' : PumR(enhanced flow) Distribution method (specify): Pump
Dispersal system basis 3<Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 412
Area Calculations
Number of trenches 13 (5 1OO's + g 5O1s)
Width of trenches: 3'
Reserve required? Yes
Total width of absorption area required 123'
Total trench bottom area required: 2472
Length of trenches: 100' + 50'
Center to center spacing: 9'
Percent reserve area required: 100
Total trench bottom area provided: 2700
The required width is calculated by multiplying the center -to -center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
Page _ of_
AOSE Fonn E Revised July 18, 2007
puyc 6 o� `9
Soil Profile
Reserve Drain Field
Lot 4
Houndstooth
Albemarle County
Hole
Depth
Horizon
Material Description Soil Texture
(in,)
Group
G
0-3
A
Brown (7.5YR 4/2) loam
2
3-22
Bt
Red (I OR 5/8) silty clay loam
3
22-34
Bt2
Red (2.5YR 5/8) to yellowish red (5YR 5/8) clay loam
3
34-84
C
Yellowish brown (IOYR 5/8) sandy loam
2
H
0-4
A
Brown (7.5YR 4/2) loam
2
4-38
Bt
Red (IOR 5/8) silty clay loam
3
38-64
Bt2
Red (2.5YR 5/8) to yellowish red (5YR 5/8) clay loam
3
64-84
C
Reddish brown (2.5YR 5/4) sandy loam
2
I
0-3
A
Brown (7.5YR 4/2) loam
2
3-7
BE
Reddish yellow (5YR 7/8) clay loam
3
7-72
Bt
Red (1 OR 5/8) silty clay loam
3
72-
-
Quartz
J
0-3
A
Brown (7.5YR 4/2) loam
2
3-8
BE
Reddish yellow (5YR 7/8) clay loam
3
8-48
Bt
Red (1 OR 5/8) silty clay loam
3
48-84
C
Red (2.5YR 5/8) to yellowish red (5YR 5/8) sandy loam
2
K
0-4
A
Brown (7.5YR 4/2) loam
2
4-48
Bt
Red (1OR 5/8) silty clay loam
3
48-67
Bt2
Red (2.5YR 5/8) clay loam
3
67-
-
Quartz
Page 7 of q
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 10/18/13 Submitted to Albemarle County Health Department
Applicant A. Joseph Homes, LLC Telephone Number (434) 40M927
Address 827 Nalle Street Charlottesville, Virginia 22903
Owner Same Address Same
Location 2865 Free Union Road
Tax Map 43-38 Subdivision Houndstooth
Block/Section Lot 4
SOIL INFORMATION SUMMARY. RQ!5VE P)
1. Position in landscape satisfactory? 6c Yes r No
Describe side slope
2. Slope 12 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Fx- No F- Yes inches
5-Free water present FX No I— Yes range in inches
ooil percolation rate estimated FX- Yes Texture group 1 II II IV
F- No Estimated rate 90 min/inch
7. Permeability test performed r- Yes
5C No
If yes, note type of test performed and attach
Fx Site Approved: Drainfield to be placed at 54„ depth at site designated on permit.
F- Site Disapproved:
Reasons for rejection:
'I. F- Position in landscape subject to flooding or periodic saturation.
2. 1— Insufficient depth of suitable soil over hard rock.
3. F- Insufficient depth of suitable soil to seansonal water table.
4. F- Rates of absorption too slow.
5. F- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. F- Proposed system too close to well.
F Other Specify
(attach additional pages if necessary)
F4
9-Ocq
Abbreviated Design Form
This form is for use with gravity, pump to gravity, enhanced flow, and low pressure distribution (LPD) sewage system
" esigns and when applying for a certification letter or subdivision approval.
This abbreviated design covers the O primary and reserve area, ❑ only the primary area, ailrnly the reserve
area (check one) for _Houndstooth — Lot 4 (Property ID).
Design Basis
Total length of available area: 70' Total width of available area: 90'
Estimated Perc. Rate: 90 at 54" in. (depth) Number of bedrooms (or GPD): 6
Conveyance Method : Gravity Distribution method (specify): Gravity
Dispersal system basis 3eGMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 307
Area Calculations
Number of trenches 9
Width of trenches: 3'
Reserve required? This is reserve
Total width of absorption area required 83;
Total trench bottom area required: 1842
Length of trenches: 100'
Center to center spacing: 10,
Percent reserve area required: 100
Total trench bottom area provided: 1890
The required width is calculated by multiplying the center -to -center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center -to -center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope, than is required.
Page _ of_
AOSE Fom E Revised July 18, 2007
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Scale P= 100' - Soil Profile Hole
House, Well and Drain Field Sites
): F r. Lot
Houndstooth
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
lei
7` . I \.
.g
I 2 + I
I
I .rotar 3. vt eo, Los ,
10 tee
/V-
POTENTIAL RESERVE DRAIN
FIELD SITE FOR 5 OR HOUSE
(ENGINEERED SYSTEM)
1p, am
I
iry
m
POTENTIAL HOUSE.
m g SITE
POTENTIAL PRIMARVDRAIN � 7-'---_
FIELD SITE FOR 5 OR HOUSE
r (CONVENTIONAL SYSTEM)
N
tK
tEW LOT LINE MUST BE 5 FT.*
kr
(MIN.) FROM POTENTIAL
DRAIN FIELD SITE FOR GUEST
COTTAGE
I I
,
POTENTIAL DRAIN FIELD SITE.
�W/100%RESERVE
J/
FOR2BR
GUEST COTTAGE
APPROVED WELL
AREA
tl3'
Scale P= 100' - Soil Prot:le Hole
House, Well and lllrain Field Sites
Lot 4
1loundstooth
I_ Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974