HomeMy WebLinkAboutSUB201400005 Approval - Agencies r-Y
COMMONWEALTH of VIRQINIA
In Cooperation with the Thomas Jefferson Heath District ALBEMARLE-CHARLOTTESVILLE
State Department of Health FLUVANNa COUNTY(RALMVra)
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
March 26,2014
Sarah Baldwin
Department of Community Development
Division of Zoning and Current 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 135 Parcel 30 located in
Albemarle County,Virginia.
Dear Ms.Baldwin:
On January 30,2014,the County of Albemarle requested the Virginia Department of Health(via the Albemarle
County Health Depaitment)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: 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 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,
.i
Josh Kirtley
Environmental Health Technical Consultant
Onsite Sewage and Water Programs
,'RGIN � .
COUNTY OF ALBEMARLE ✓ �,
Department of Community Development 7 ,ems' �( [
401 McIntire Road,Room 227 �"� t'`
Charlottesville,Virginia 22902-4596 )CL
'I
(434)296-5832 Fax(434)972-4126
January 30, 2014
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville,VA 22906
RE: SUB-2014-00005
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide [Tax Map 135,Parcel 30]. This project
requires Health Department approval before receiving fmal County approval. The applicant has provided soils
information,which is attached. Please review the proposal for suitable subsurface drainfields which comply with the
provisions of Chapter 18, Sections 4.2.2,4.2.3,4.2.4,and Chapter 14, Sections 14-309 and 14-310 of the Albemarle
County Code. Should you have any comments please feel free to contact me.
Sincerely,
Sarah Baldwin
Planner/Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3313
Fax: (434) 972-4035
Soils Study for Drain Field Sites
Parcel A and Residue
A Division of TM 135-30
Albemarle County
Prepared for:
Mount Warren LLC
1745 Mount Warren Lane
Scottsville, Virginia 24590
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
December 9, 2013
Page 1 of 5
OSE/PE Report for:
Construction Permit Certification Letter _ Subdivision Approval f
Property Location:
911 Address: 1745 Mount Warren Lane City:
Lot Residue Section Subdivision Mount Warren Farm
GPIN or Tax Map# 135-30 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Mount Warren LLC
Street: 1745 Mount Warren Lane
City:Scottsville State Virginia Zip Code 24590
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 12/9/13 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 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 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.
I- i The work attached to this cover pane 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 letters subdivision approval si
be(select one)issued IN denied❑.
OSE/PE Signature ? � Date
Soil Profile „j
Reserve Drain Field
Existing 2-Story Frame Dwelling
Residue
A Division of TM 135-30
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-6 A Dark reddish brown (2.5YR 3/6) clay loam 3
6-34 Bt Dark red (10R 3/6) silty clay loam 3
34-48 C Dark red (2.5YR 3/6) clay loam with weathered shale 3
fragments
48- Cr 50%+ shale fragments
2 0-5 A Dark reddish brown(2.5YR 3/6) clay loam 3
5-32 BC Dark red(2.5YR 3/6) silty clay loam with weathered shale 3
fragments
32-38 C Dark reddish brown (2.5YR4/4) sandy loam with shale 2
fragments
38- Cr 50%+ shale fragments
3 0-12 A Dark reddish brown(2.5YR 3/6) clay loam 3
12-37 Bt Dark red (10R 3/6) silty clay loam 3
37-49 Bt2 Dark red (2.5YR 3/6) clay loam 3
49-60 C Strong brown(7.5YR 5/8) sandy clay loam with weathered 2
shale fragments
4 0-6 A Dark reddish brown(2.5YR 3/6) clay loam 3
6-60 Bt Dark red(10R 3/6) silty clay loam 3
5 0-7 A Dark reddish brown(2.5YR 3/6) clay loam 3
7-42 Bt Dark red (10R 3/6) silty clay loam 3
42-60 C Dark red (2.5YR 3/6) sandy clay loam with weathered 2
shale fragments
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 12/9/13 Submitted to Albemarle County Health Department
Applicant Mt. Warren LLC Telephone Number
Address 1745 Mount Warren Lane Scottsville, Virginia 24590
Owner Same Address Same
Location Mount Warren Farm at end of Warren Ferry Road
Tax Map 135-30 Subdivision Mount Warren Farm
Block/Section Lot Residue
SOIL INFORMATION SUMMARY _ �tc_' tc �
1. Position in landscape satisfactory? (X Yes J— No
Describe side slope
2. Slope 11
3. Depth to rock or impervious strata: Max. 60"+ Min. 38" None
4. Depth to seasonal water table (gray mottling or gray color) Ix No i— Yes inches
5. Free water present Ix No f Yes range in inches
6. Soil percolation rate estimated X Yes Texture group I II III IV
r No Estimated rate 85 min/inch
7. Permeability test performed P Yes
IX No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 20" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. i— Insufficient depth of suitable soil over hard rock.
3. P Insufficient depth of suitable soil to seansonal water table.
4. P Rates of absorption too slow.
5. P Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. P Proposed system too close to well.
7. P Other Specify
(attach additional pages if necessary)
NNW'
'h i{rte
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, G In y the reserve
area(check one)for TM 135-30 -Residue(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 115'
Estimated Perc. Rate:_85 at 20' in. (depth) Number of bedrooms (or GPD): 2
1 2
Conveyance Method : Gravity 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: 718 Total trench bottom area required:_2872
Area Calculations
Number of trenches 10 Length of trenches: 100'
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 93' 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
_ _______
s
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