HomeMy WebLinkAboutSUB201500115 Approval - Agencies 2015-08-11 ,,..vc.t.„‘ 1!;i APPIOVED
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C•i MMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
FLUVANNA COUNTY(PALMYRA)
State Department of Health 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434) 972-4310
Charlottesville, Virginia 22906
August 11,2015
EllieCarter Ray, Senior Planner
County of Albemarle
401 McIntire Road
Charlottesville, VA 22902
RE: Review of Proposed Subdivision Plat as part of Tax Map 87, Parcel 54 located in
Albemarle County,Virginia.
Dear Ms. Carter:
On July 20,2015,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 Virginia,the Sewage Handling 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(AOSE)or a Professional Engineer working in consultation with an AOSE for
residential development. This subdivision was certified as being in compliance with the Board of Health's
Regulations by: Steve 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 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 for onsite sewage
systems.
This subdivision approval does pertain to the requirements of local ordinances.
Sincerely
Ilt
Step n B. argo
Env' onmental He h Specialist, Sr.
Onsite Sewage Water Programs
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IRGII`�P 2 1
COUNTY OF ALBEMARLE
Department of Community Development ((�'
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
&VC Vo1'°
Date: 7/21/15
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2015-00115 4276 Burton Lane—Final Subdivision
Date Submitted: 7/20/15
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide Tax Map 87 Parcel 54.
This project requires Health Department approval prior to receiving final County approval. The
applicant has provided a soils report, which is attached. Please review the proposal for suitable
subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4,
and Chapter 14, Section 310 of the Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
Sincerely,
Ellie Carter Ray, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
eray @albemarle.org
(434)296-5832, ext 3432 phone
(434)972-4126, fax
ommonwealth of Virginia VDH Use Only
Health Department ID#
plication for Subdivision Review
Due Date
ge 1 of 2 to be filled out by the Owner or Agent)
ner Gwendolyn Carter-Johnson Phone
tiling Address 7104 Meadow Rue Terrace Phone
Upper Marlboro,MD 22772 Fax
veloper/Agent Steve Gooch Phone (434)531-0487
ailing Address 703 Oliver Creek Road Phone
Troy, VA 22974 Fax
LOSE Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,VA 22974 Fax
Directions to Property: From Charlottesville 29 South,left on Burton Road(St.Rt.711),right on Burton Lane to 1st house on right
(4276 Burton lane)
Name of Proposed Subdivision
Tax Map 87-54 Other Property Identification 4276 Burton Lane Dimension/Acreage of Property 4.578 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,new,individual
General size of lots 1.527 Ac.+3.051 Ac. (give range if appropriate)
Additional description of subdivision
a pp2c7,0
Overview of soils and geology(optional but encouraged)
In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite
sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot, if applicable.
Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If
not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm
drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required.
When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be
clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied.
I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the
purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite
Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved.
"/■19rjC- 7//5/ 5
Signature of Owner/Agent Date
Commonwealth of Virginia Health Department e0nly
Application for Subdivision Review Due Date
(page 2 of 2 to be filled out by the county official requesting a VDH review)
County Office initiating request
Contact Individual Phone
Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and
regulations governing sewage treatment and dispersal and private water supplies,compliance with local ordinance governing
sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please
indicate the nature of review you are asking the health department to conduct.
1. Review for conformance with the Sewage Handling and Disposal Regulations
2. Review for conformance with local onsite wastewater ordinances
3. Other(describe below)
Name and title of requestor Date
OSE Form F Revised 7/02/09
a Pt/E,.
D
Soils Study for Drain Field Sites
Lot 1 and Residue
A Division of Tax Map 87-54
Albemarle County
Prepared for:
Gwendolyn Carter-Johnson
7104 Meadow Rue Terrace
Upper Marlboro, MD 22772
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
July 15, 2015
Page 1 of 5
OSE/PE Report for:
rrr Construction Permit f] Certification Letter ri Subdivision Approval I 1
Property Location:
911 Address: 4276 Burton Lane
City:
Lot 1 Section Subdivision
GPIN or Tax Map# 87-54 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Gwendolyn Carter-Johnson
Street: 7104 Meadow Rue Terrace
City:Upper Marlboro State MD Zip Code 22772
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 7/15/15 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VACS-610),the Private Well Regulations(12 VACS-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): construction permit❑ certification letter subdivision approval 0
be(select one)issued gi denied❑.
OSE/PE Signature ,Q,�j Date 7//5-1K
Purle_ 2 af
Soil Profile
Lot 1
A Division of Tax Map 87-54
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.)
Group
A 0-3 A Dark gray(10YR 4/1) loam 3
3-24 Bt Red(10R 5/8) silty clay loam 3
24-37 Bt2 Light red(2.5YR 6/8) clay loam 3
37-84 C Yellowish red(5YR 5/8) sandy loam 2
B 0-2 A Dark gray(10YR 4/1) loam 3
2-8 BE Brown(7.5YR 5/4)clay loam 3
8-27 Bt Red(10R 5/8) silty clay loam 3
27-65 Cl Yellowish red(5YR 5/8) sandy loam 2
65-84 C2 Reddish yellow(7/5YR 6/8) loamy sand 1
C 0-4 A Dark gray(10YR 4/1) loam 3
4-10 BE Yellowish red(5YR 5/8) clay loam 3
10-40 Bt Red(10R 5/8) silty clay loam 3
40-60 BC Reddish brown(2.5YR 5/4) clay loam,mica 3
60-84 C Yellow(10YR 7/8) sandy loam 2
D 0-2 A Dark gray(10YR 4/1) loam 3
New 2-8 BE Brown(7.5YR 5/4) sandy loam 2
8-45 BC Yellowish red (5YR 5/8) sandy clay loam with gneiss 2
fragments below 40"
45- Cr
E 0-4 A Dark gray(10YR 4/1)loam 3
4-12 BE Brown (7.5YR 5/4) clay loam 3
12-30 Bt Red(10R 5/8) silty clay loam 3
30-53 BC Red(10R 5/8) silty clay loam and yellowish red 3
(5YR 5/8) sandy clay loam, white feldspar
53- Cr
Page 7 of
Appendix 2
Soil Summary Report
44111, GENERAL INFORMATION
Date 7/3/15 Submitted to Albemarle County Health Department
Applicant Gwendolyn Carter-Johnsonn Telephone Number
Address 7104 Meadow Rue Terrace Upper Marlboro, MD 20772
Owner same Address same
Location 4276 Burton Lane
Tax Map 87'54 Subdivision
Block/Section Lot 1
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? x Yes No
Describe side slope
2. Slope 9 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 45" None
4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches
5. Free water present X No Yes range in inches
'''01°6. Soil percolation rate estimated X Yes Texture group I II (J IV
No Estimated rate min/inch
7. Permeability test performed Yes
X No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
(attach additional pages if necessary)
�C c q ���
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the Ercrimary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for_Lot 1 —A Division of TM 87-54(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 105'
Estimated Perc. Rate: 75 at 27" in.(depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No_(Yes/No)
Effluent quality required: Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom:_596 _ Total trench bottom area required:_3576
Area Calculations
Number of trenches 12 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: _ 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 102' Total trench bottom area provided: 3600
The required width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
Page of
AOSE Form E Revised July 18,2007
52.84' �� a -c:).--. -'" .�t
W c4 i K`6.G9tr ,.-,
W 16.87' V'' 5: f d 1 PC1%. 5�^ C.
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6 . is <� y
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CI W 9.99'
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co r..SIDU ` I rq
Vr 24.70' ti � ACRES x
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worms ; -
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W 14.60' a+t '� AYERILL, NICOLE &
eta. �'v FR "' MICHAEL GIORDANO
; 1 Iht E 12.. 7' dOY €. S CRYJFRAr FRAME ;° DB 4262 PC 460
xestin Well ® # 4276
(sC) . ' 49.1. , •. .t ` •ouse
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o / : ,; '�,:„4 x..� . sip
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.. 1 DUE TO THE AMBIGUOUS
€ NATURE OF SUBJECT
Scale 1"= 100' 4-- Soil Profile Hole ■ ` i .-.., of... Lc DEEDS AND ADJOINER
House, Well and Drain Field Sites • � �S DEEDS BOUNDARY LINE
Lot 1 615. SHOfw4 HEREON IS AN
A Division of TM 87-54 ; ; '' -"OZc ..-" 1 APPROXIMATION ALONG
gni Albemarle County,Virginia ■ ' s -:ZS- R � E LINE
BUS Steve Gooch Consulting Geologist 4 ` 81,64' . ' l'`rim. , and Reserve)
703 Oliver Creek Road kin Li=9'ZS
Troy, Virginia 22974 IPF
'--4k
'°~- IPS
------6 , N34 1'... \
175.t2'
-1i,32r5irorpr: '''.1Z, ---1;Ff-----____ IPF4,..
i
Existing Well a STATE ROUTE ?f f ,000.19'
L.DEDICATED R/W
30' PRESC C3t) EO f_099 ACRES
I00 200
Existing Well Q? 7p7vg R/r
(3c)
Page 1 of 5
OSE/PE Report for:
Construction Permit I I Certification Letter ' 1 Subdivision Approval 1-11
Property Location:
911 Address: 4276 Burton Lane
City:
Lot Residue Section
Subdivision
GPIN or Tax Map# 87-54 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Gwendolyn Carter-Johnson
Street: 7104 Meadow Rue Terrace
City:Upper Marlboro
State MD Zip Code 22772
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 7/15/15 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
1 1 The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemption in Code of Virginia Section 54.1-402.11
I recommend that a(select one): nstruction permit❑ certification letter subdivision approval 5
�..r be(select one)issued denied Li.
OSE/PE Signature 51 ,(te___t. yg Date 7//57/
Soil Profile
Reserve Drain Field
Residue
A Division of Tax Map 87-54
``.- Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.)
Group
A 0-4 A Brown(7.5YR 5/4) clay loam 3
4-18 BC Yellowish red (5YR 5/8) sandy clay loam 2
18-36 C Yellow(10YR 5/8) sandy loam with gneiss fragments 2
36- Cr
B 0-5 A Brown(7.5YR 4/2) loam 2
5-10 BE Brown(7.5YR 5/4) clay loam 3
10-37 BC Red(10R 5/8) silty clay loam and yellowish red 3
(5YR 5/8) sandy loam
37- Cr
C 0-5 A Brown(7.5YR 4/2) loam 2
5-10 BE Brown(7.5YR 5/4) clay loam 3
10-36 BC Red(10R 5/8) silty clay loam and yellowish red 3
(5YR 5/8) sandy loam
36- Cr
Noy
D 0-3 A Brown(7.5YR 5/4)clay loam 3
4-19 BC Yellowish red(5YR 5/8) sandy clay loam 2
19-36 C Yellow(10YR 5/8) sandy loam with gneiss fragments 2
36- Cr
E 0-3 A Brown(7.5YR 5/4) clay loam 3
3-10 E Light yellowish brown(10YR 6/4) sandy loam 2
10-27 CB Yellowish red(5YR 5/8) sandy clay loam 2
27-38 C Yellow(10YR 7/8) sandy loam with gneiss fragments 2
38- Cr
Page ?7 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 7/3/15 Submitted to Albemarle County Health Department
Applicant Gwendolyn Carter-Johnsonn Telephone Number
Address 7104 Meadow Rue Terrace Upper Marlboro, MD 20772
Owner same Address same
Location 4276 Burton Lane
Tax Map 87-54 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 9 %
3. Depth to rock or impervious strata: Max. 38" Min. 36" None
4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches
5. Free water present X No Yes range in inches
4`" 6. Soil percolation rate estimated X Yes Texture group I II III IV
No Estimated rate min/inch
7. Permeability test performed Yes
X No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 15 depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. Position in landscape subject to flooding or periodic saturation.
2. Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. Rates of absorption too slow.
5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Proposed system too close to well.
7. Other Specify
(attach additional pages if necessary)
pub ac-c-
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, Er-Only the reserve
area(check one)for Residue —A Division of TM 87-54(Property ID).
Design Basis
Total length of available area: 50' Total width of available area: 30'
Estimated Perc. Rate: 55 at 18" in.(depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : Gravity Distribution method (specify): Gravity
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom:_186 _ Total trench bottom area required: 558
Nrawk
Area Calculations
Number of trenches 4 Length of trenches: 50'_
Width of trenches: 3' Center to center spacing: 9'
Reserve required?_This is reserve _ Percent reserve area required: 100
Total width of absorption area required 30' Total trench bottom area provided: 600
The required width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
Page of
AOSE Form E Revised July 18,2007
LtS
W 25.30' Q Lf 2 tPF Pee92.._ 4-d i'.
N L10
E 15.00' 0; 113 TAIP 87A-6
Lt :, �� _ DOUGLAS, MARY C
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c,i S6" POPL�A• -
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W 16.87' '�'4 890J4
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A Division of TM 87_54 ; -1 tt ( k i
Albemarle County, Virginia NA RO THE AMBIGUOUS
!
Steve Gooch Consulting Geologist '. �; t �.;. LO£- .is NATURE OF SUBJECT
703 Oliver Creek Road "�``` DEEDS AND BOUNDARY ,
Troy, Virginia 22974 ifs DEEDS B�INDN I LINE
!, �,,� SHOWN HEREON IS AN 1
I 't-'----6i 's APPROXIhAATlt3iti! ALONG
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