HomeMy WebLinkAboutSUB201400058 Approval - Agencies 2014-04-07 �` f nS' .4e, 4, 74),,,;32,,,,,,,H ,li, , ,,
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COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Je ff erson Health District ALBEMARLE-CHARLOTTESVILLE
State Department of Health FLUVANNA COUNTY(PALMYRA)
p GREENE COUNTY(STANARDSVILLE)
1138 Rose Hill Drive LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434) 972-4310
Charlottesville, Virginia 22906
May 12,2014
Ellie Carter Ray,Senior Planner
County of Albemarle
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 130 Parcel 7S located in Albemarle
County,Virginia.
Dear Ms. Ray:
On April 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.
Sincerely,
joiii.2. ......j. 4...
Travis T.Davis
Environmental Health Specialist, Sr.
Soils Study for Drain Field Sites
Lot 9A
A Division of Lot 9
Rock Castle Creek
Albemarle County
Prepared for:
Olivier and Kim Crosby
639 Courtland Avenue
Bridgeport, CT 06605
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
March 31, 2014
A p p Page 1 of 5
E rt for:
Construction Permit L I Certification Letter I Subdivision Approval n
Property Location:
911 Address: City:
Lot 9A Section Subdivision Rock Castle Creek
GPIN or Tax Map# 130-75 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Olivier and Kim Crosby
Street: 639 Court land Avenue
City:Bridgeport State CT Zip Code 06605
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 3/31/14 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.
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 permits certification letter❑ subdivision approval 51
be(select one)issued Q denied❑.
OSE/PE Signature .fiekse $)iiv' ` Date 3/3/1/Y
Pa9. Z cA"C
Soil Profile
Lot 9A
A Division of Lot 9
Rock Castle Creek
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-8 A Brown(7.5YR 5/4) clay loam 3
8-40 Bt Red(2.5YR 4/8) silty clay loam 3
40-60 BC Red (2.5YR 4/8) silty clay loam, 25-40% shale fragments 3
2 0-10 A Brown(7.5YR 5/4) clay loam 3
10-24 Bt Red(2.5YR 4/8) silty clay loam 3
24-45 BC Red(2.5YR 4/8) silty clay loam, 25-40% shale fragments 3
45- Cr 50%+ shale fragments
3 0-9 A Brown(7.5YR 5/4) clay loam 3
9-60 Bt Red(2.5YR 4/8) silty clay loam, 10% shale fragments 3
below 48"
4 0-9 A Brown(7.5YR 5/4) clay loam 3
9-60 Bt Red(2.5YR 4/8) silty clay loam, 10% shale fragments 3
below 48"
5 0-8 A Brown(7.5YR 5/4) clay loam 3
8-30 Bt Red(2.5YR 4/8) silty clay loam 3
30-53 BC Red(2.5YR 4/8) silty clay loam, 25-40% shale fragments 3
53- Cr 50%+ shale fragments
6 0-10 A Brown(7.5YR 5/4) clay loam 3
10-60 Bt Red(2.5YR 4/8) silty clay loam 3
7 0-10 A Brown(7.5YR 5/4) clay loam 3
10-60 Bt Red(2.5YR 4/8) silty clay loam 3
8 0-10 A Brown(7.5YR 5/4) clay loam 3
10-60 Bt Red(2.5YR 4/8) silty clay loam 3
iwr Page 3 of c
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 3/31/14 Submitted to Albemarle County Health Department
Applicant Olivier and Kim Crosby Telephone Number (203) 767-1705
Address 639 Court land Avenue Bridgeport, CT 06605
Owner same Address same
Location Irish Road (Route 20)approx. 0.5 mile east of Howardsville Road (Rt. 626)
Tax Map 130-75 Subdivision Rock Castle Creek
Block/Section Lot 9A
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? 5 Yes No
Describe side slope
2. Slope 7 %
3. Depth to rock or impervious strata: Max. 60"+ Min. 45.E None
4. Depth to seasonal water table(gray mottling or gray color) iX No r Yes inches
5. Free water present IX No i Yes range in inches
6. Soil percolation rate estimated X Yes Texture group I II III IV
No Estimated rate 90 min/inch
7. Permeability test performed 7 Yes
jX No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 27" 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. E 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)
•
page- Y �
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 El primary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for_Lot 9A—A Division of Lot 9 Rock Castle Creek(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 200'
Estimated Perc.Rate: 90 at 27" in. (depth) Number of bedrooms(or GPD): 4
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: 786 _ Total trench bottom area required: _6288
Area Calculations
Number of trenches 22 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 192' Total trench bottom area provided: 6600
The required width is calculated by multiplying the center-to-center spacing by one less than the number
Oftrenches 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
•
° 1 alcL. S- &I-3
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STATE.
��1 - (--�..`7 q02,BAR AB E
i��-•1 -- -RiW P WIDTH
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ye r --=Tj
Approve �/NEW 4SHARE/ DRIVEWAY
, ,
EASEMENT �`:SS,`
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OFCi
if O/ \
/ LOT 9A /
10. 00 ACRES h / P OFC2
0 0 / /
�I , ti APPROVED
OFC4 PREVIOUSLY
/ ORAINF'ELM
in 1 \ ) SITE
ti/ (#101-04-0650)
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PROPOSED
I /F #4 ORA; EIU
/ /v ° : CO LOT 98
�' ' / ' , `� a 21 .00 ACRES
/ FLAG i3 il / , iI ,�� i
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Ev425.0 i I a/di
4 elltrt HOUpa Ef * ir 44 N I
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IRON 6- , k „ jz APROXIMATE I
/ FOUND LOCATION
STREAM BUFFER
IRON 137' Ig' iii7. '
SET ,
T.M. 130-7R 1�
• LOT 80 , IRON•• '3
JOSEPH ROXXANN KLUGMAN & , FOUND /Vk 7gs r
-- r 4`�=31 ' v
D.B.3073-35 1?6 352 PLAT'- Scale l"= 200' - a- Soil Profile Hole k '
Flouse, Well and Drain Field Sites ;o j
Lot 9A '�•• �
A Division of Rock Castle Creek— J
Lot9
'HIC SCALE 1"=200 Albemarle County, Virginia ,'
Steve Gooch Consulting Geologist
/
200 400 600 703 Oliver Creek Road
Troy, Virginia 22974
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Commonwealth`bf Virginia 'VDH Use Only
Health Department ID#
Application for Subdivision Review
Due Date
(Page 1 of 2 to be filled out by the Owner or Agent)
Owner Olivier and Kim Crosby Phone (203)767-1705
Mailing Address 639 Courtland Avenue Phone
Bridgeport,CT 06605 A
Developer/Agent Steve Gooch " * oja 0 a (434)531-0487
Mailing Address 703 Oliver Creek Road ? e
Troy,Virginia 22974 Fax
AOSE Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,Virginia 22974 Fax
Directions to Property: From Charlottesville Route 20 South,right on Rt.626,left on Rt.6 approx.0.5 miles to property on right
Name of Proposed Subdivision
Tax Map 130-75 Other Property Identification Rock Castle Creek Dimension/Acreage of Property 31 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,individual
General size of lots 10 Ac.,21 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.
tire- AMA-- 3l 3EIN
Signature of Owner/Agent Date
V
Commonwealth of Virginia Heald►Department ID#a 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