HomeMy WebLinkAboutSUB201400098 Approval - Agencies 2014-11-21 %ger' Noire
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COMMON WEALTH 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, Virginia122906
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August 18 2014 : 3t �n i k ,
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J.T.Newberry,Planner , �rYd GG
County of Albemarle vi $ta
Department of Community Development
401 McIntire Road
Charlottesville,Virginia 22902-4596
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite
Sewage Systems as part of a division of Tax Map 35 Parcel 41A located in Albemarle
County,Virginia.
Dear Mr.Newberry:
On July 9,2014,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; OSE#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.
Sin rely,,
'U.:- j IL
Travis T. Davis
Environmental Health Specialist, Sr.
°VA tE ED
$ liii
4:; _ Environmental Health Services
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Vi5 DaViS
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Date: 7/9/2014
�4+ t f $ B Itef Health
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VA 229061 3 `� .
Regarding: "�Lb g ,
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Project Name: SUB 2014-00098 Davis—Family Division
Date Submitted: 7/8/14
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide Tax Map 35 Parcel 41A.
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.
Please contact me if you have any questions or comments.
Sincerely,
()_,4 . N.w&AAAef-
J.T.Newberry, Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
jnewberry@albemarle.org
(434)296-5832, ext 3270
Steve Gooch STEVE GOOCH spgooch.geologist @gmail.com
C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487
703 Oliver Creek Rd. Troy, Virginia 22974
June 28, 2014
'N Y' k `+" et 44.
Mr. Bill Fritz IA 4 i r 1 et
County Of Albemarle
Dept. Of Planning and Community Development r
401 McIntire Rd Room 227
Charlottesville, VA 22902-4579
Re: Proposed Drain Field Sites
Lot 1-A
A Division of Tax Map 35 Parcel 41A
Albemarle County
Dear Mr. Fritz:
Enclosed are three (3) copies of the soils work associated with the proposed drain
field sites for the above-referenced property. We request that you forward two (2)
copies to the Charlottesville-Albemarle Health Department for their review. Also
enclosed is the application for subdivision review form.
If you have any questions, please do not hesitate to call.
Sincerely,
Steve Gooch Consulting Geologist,Inc.
JOTIL
Steve Gooch
Encl.
Commonwealth'` of Virgi is VDH Use Only
Health Department ID#
Application for Subdivision Review ' ' _
f u Date
(Page 1 of 2 to be filled out by the Owner or Agent) i ' ; { yam, .,
T.
Owner Eamon Perrel e '� (43806'4 1548
g 1225 Brookhill Ave.
Mailing Address Phone
Charlottesville,VA 22902 Fax
Developer/Agent Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,VA 22974 Fax
AOSE Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,VA 22974 Fax
Directions to Property: From Charlottesville take Rt.20 North,left on Burnley Station Road,right on Eagle Nest Lane to lot on right
Name of Proposed Subdivision
Tax Map 35-41A Other Property Identification Dimension/Acreage of Property 53.7 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new and existing,individual
General size of lots 10.54 Ac.,43.16 Ac. (give range if appropriate)
Additional description of subdivision
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.
-*we, ±V7a//'
Signature of Owner/Agent Date
Commonwealth of Virginia Health Departmeent I Use Only
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
Soils Study for Drain Field Site
Lot 1-A
A Family Division of Tax Map 35 Parcel 41A
Albemarle County
Prepared for.•
Eamon Perrel
1225 Brookhill Ave.
Charlottesville, VA 22902
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy,Virginia 22974 ?
t 4; r t Sgq11� y X'
June 28, 2014 , 5: w 9
Page 1 of 8
OSE/PE Report for:
Construction Permit I ! Certification Letter n Subdivision Approval I 1
Property Location:
911 Address: City:
Lot 1-A Section Subdivision Davis Property
GPIN or Tax Map# 35-41A Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Eamon Perrel
Street: 1225 Brookhill Ave.
City:Charlottesville State VA Zip Code 22902
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 6/28/14 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Pt e De c�tior ,c AblirevittedDesign,etc)
1.14 r t
OSE Cover Page ItibPrgla `d Je gr't Fo'ms,
Soil Profile Sheets Sue ' at ,i
Soil Information Summary Sheets
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 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): construction permit❑ certification letter subdivision approval 4
be(select one)issued denied❑. ,i
OSE/PE Signature � � Date t�1 Z 7I f
Soil Profile
Primary Drain Field
Lot 1 A
A Division of Tax Map 35 Parcel 41A
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-3 A Reddish brown(2.5YR 4/3)clay loam 3
3-36 Bt Weak red(10R 4/4) silty clay loam 3
36-84 Bt2 Red(2.5YR 5/8) silty clay loam 3
2 0-2 A Reddish brown(2.5YR 4/3) clay loam 3
2-12 Bt Weak red(10R 4/4) silty clay loam 3
12-30 Bt2 Red(2.5YR 5/8) silty clay loam 3
30-84 C Yellowish red(5YR 5/8) clay loam, some manganese 3
(lithochromic)
3 0-2 A Reddish brown(2.5YR 4/3) clay loam 3
2-14 Bt Weak red(10R 4/4) silty clay loam 3
14-72 Cl Yellowish red(5YR 5/8) silty clay loam, some manganese 3
(lithochromic)
72-84 C2 Brownish yellow(10YR 6/8) clay loam, some manganese 3
(lithochromic)
4 0-2 A Reddish brown(2.5YR 4/3) clay loam 3
2-33 Bt Weak red(10R 4/4) silty clay loam 3
33-84 C Yellowish red(5YR 5/8)to light reddish brown(5YR 6/4) 3
clay loam, some manganese (lithochromic)
5 0-12 A Reddish brown(2.5YR 4/3) clay loam 3
12-84 C Yellowish red(5YR 5/8) clay loam, some manganese 3
(lithochromic)
6 0-3 A Reddish brown(2.5YR 4/3) clay loam 3
3-36 Bt Weak red (10R 4/4) silty clay loam 3
36-84 Bt2 Red(2.5YR 5/8) silty clay loam 3
7 0-2 A Reddish brown(2.5YR 4/3)clay loam 3
2-15 Bt Weak red(10R 4/4) silty clay loam 3
15-70 Cl Yellowish red(5YR 5/8) silty clay loam, some manganese 3
(lithochromic)
70-84 C2 Brownish yellow(10YR 6/8) clay loam, some manganese 3
(lithochromic)
'Now- Nome Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 6/28/14 Submitted to Albemarle County Health Department
Applicant Eamon Perrel Telephone Number (434) 806-1548
Address 1225 Brookhill Ave. Charlottesville, VA 22902
Owner same Address same
Location Eagle Nest Lane off Burnley Station Road
Tax Map 35-41A Subdivision Davis Property
Block/Section Lot 1-A
SOIL INFORMATION SUMMARY - prkmcti orekot 1,e_fcQ
1. Position in landscape satisfactory? Ix Yes No
Describe side slope
2. Slope 16 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) iX No P Yes inches
5. Free water present IX No ' Yes range in inches
6. Soil percolation rate estimated IX Yes Texture group I II I IV
No Estimated rate 75 min/inch
7. Permeability test performed LL Yes
IX No
If yes, note type of test performed and attach
5< Site Approved: Drainfield to be placed at 36" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. Position in landscape subject to flooding or periodic saturation.
2. r Insufficient depth of suitable soil over hard rock.
3. Insufficient depth of suitable soil to seansonal water table.
4. r 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)
I77r")C d
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 0 primary and reserve area, Ea/irly the primary area, ❑ only the reserve
area(check one)for_Lot 1-A—A Division of TM 35-41A(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 85'
Estimated Perc.Rate: 75 at 36' in.(depth) Number of bedrooms(or GPD): 5
1 2
Conveyance Method : Gravi Distribution method (specify): Gravity
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: 2980
Area Calculations
Number of trenches 10 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 84' Total trench bottom area provided: 3000
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
Pue7� 4- 007 F
Soil Profile
Reserve Drain Field
Lot 1A
A Division of Tax Map 35 Parcel 41A
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
4 0-2 A Reddish brown(2.5YR 4/3)clay loam 3
2-33 Bt Weak red(10R 4/4) silty clay loam 3
33-84 C Yellowish red(5YR 5/8)to light reddish brown(5YR 6/4) 3
clay loam, some manganese(lithochromic)
5 0-12 A Reddish brown(2.5YR 4/3) clay loam 3
12-84 C Yellowish red(5YR 5/8) clay loam, some manganese 3
(lithochromic)
8 0-2 A Reddish brown(2.5YR 4/3) clay loam 3
2-18 Bt Weak red(10R 4/4) silty clay loam 3
18-84 C Yellowish red(5YR 5/8) silty clay loam, some manganese 3
(lithochromic)
9 0-2 A Reddish brown(2.5YR 4/3) clay loam 3
2-27 Bt Weak red(10R 4/4) silty clay loam 3
27-84 C Yellowish red(5YR 5/8) clay loam, some manganese 3
(lithochromic)
vise Page of Y
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 6/28/14 Submitted to Albemarle County Health Department
Applicant Eamon Perrel Telephone Number (434)806-1548
Address 1225 Brookhill Ave. Charlottesville, VA 22902
Owner same Address same
Location Eagle Nest Lane off Burnley Station Road
Tax Map 35-41A Subdivision Davis Property
Block/Section Lot 1-A
SOIL INFORMATION SUMMARY _ e"ituQ. Druuti Fled
1. Position in landscape satisfactory? !X Yes No
Describe side slope
2. Slope 6 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) iX No r Yes inches
5. Free water present fX No Yes range in inches
6. Soil percolation rate estimated X Yes Texture group I II II IV
No Estimated rate 75 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 36" 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. r 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. r Other Specify
(attach additional pages if necessary)
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, U ly the reserve
area(check one)for Lot 1-A —A Division of TM 35-41A(Property ID).
Design Basis
Total length of available area: 100' +75" Total width of available area: 60'
Estimated Pere.Rate: 75 at 36" in.(depth) Number of bedrooms(or GPD): 5
1 2
Conveyance Method :_Pump Distribution method (specify): Pump
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 255 _ Total trench bottom area required:_1275
Area Calculations
Number of trenches 7(3 100's+4 75's) Length of trenches: 100' +75'
Width of trenches: 3' Center to center spacing: 10'
Reserve required?_This is reserve_ Percent reserve area required: 100
Total width of absorption area required 57; Total trench bottom area provided: 1800
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
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tp • scale 1"= 100' ,- Soil Profile Hole
House, Well and Drain Field Sites
Lot 1-A
A Division of TM 35-41A
Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
Reserve Drain Field
Residue
A Division of Tax Map 35 Parcel 41A
Albemarle County
There are two septic permits on file at the Albemarle County Health Department(SD 86-42 and
101-98-0253)that show drain field sites and reserve areas for the existing house and an addition.
Drain field sites and reserve areas are located on the residue parcel.