HomeMy WebLinkAboutSDP201600013 Assessment - Environmental 2016-05-23DENIED
COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District
State Department of Health l►
1138 Rose Hifi Drive
Phone (434) 972-6219 P. O. Box 7546
Fax (434) 972-4310
Charlottesville, Virginia 22906
May 19, 2016
J.T. Newberry, Planner
Department of Community Development
Albemarle County, Virginia
Re: Review of Certification Letter for an Individual Onsite Sewage System
SDP201600013, Crozet Business Office, Tax Map 55, Parcel 110
Dear Mr. Newberry:
ALBEMARLE - CHARLOTTESVILLE
FLUVANNA COUNTY (PALMYRA)
GREENE COUNTY (STANARDSVILLE)
LOUISA COUNTY (LOUISA)
NELSON COUNTY (LOVINGTON)
On May 6, 2I06, the County of Albemarle requested that the Virginia Department of Health, via the
Albemarle County Health Department, review the proposed plat identified above.
We are hereby denying the review request for the following reasons:
• The submittal shows an application for a "Certifacatdon Letter", and the documentation does not
indicate a subdivision of the above referenced parcel.
• The site, plat and sewage disposal design meets VDH code for approval, however, to obtain a
"Certification Letter" documenting the primary drainfield/reserve area, the client is required to
do the following:
o Provide an application, and three copies of the design package/ plat to the Albemarle
County Health Department.
o A $320.00 fee is required for a "Certification Letter" OSE submission- to be reviewed by
our staff.
If you have any questions, please give me a call at (434) 972-6219.
Sincerely,
St en . Vargo
Enviro ental Health Spe list, Sr.
Onsite ewage and Water ograms
Of
Va* i o
DENIED - i
COUNTY OF ALBEMARLE Re- \(% e W
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 229024596
Phone 434 296-5832 Fax 434 972-4126
Date: 05/06/2016
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SDP201600013 Crozet Business Office — Initial
Date Submitted: 05/06/16
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide Tax Map 55, Parcel 110.
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,
J.T. Newberry, Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
jnewbM( )albemarle.org
(434)296-5832, ext 3270 phone
Page 1
OSEME Report for:
Construction Permit 0 Certification Letter LJ Subdivision Approval El
Property Location:
911 Address: City:
Lot Section Subdivision
GPIN or Tax Map # 55-110 Health Dept ID #
Latitude Longitude
Applicant or Client Mailing Address:
Name: Froehling & Robertson, Inc.
Street: 3015 Dumbarton Road
City: Richmond State VA Zip Code 23228
Prepared by:
OSE Name Steve Gooch
Address 703 Oliver Creek Road
City Troy, Virginia 22974
PE Natne:
Address
City
License # 1940001284
State Virginia ,Zip Code 22974
License #
state Zip Code
Date of Report 9/19115 Date ofRevision #1
OSE/PE Job # Date of Revision #2
of 7
Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.)
OSE Certification Page
Septic Application Form
Soil Information Summary Sheet
Soil Profile Sheet
Abbreviated Design Form
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. 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
perforin the work contained herein.
FThe 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
1 recommend that a (select one):nstruction permit❑ certification letter subdivision approval
dbe (select one) issuedenied Lj .
OSEIPE Signature _ Date
pq� 3 0� 7
Soil Profile
Tax Map 55-110
Albemarle County
Hole
Depth
Horizon
Material Description Soil Texture
(in.)
Group
25
0-2
A
Dark gray (10YR 411) sandy loam, friable
2
2-10
BE
Reddish brown (2.5YR 5/4) clay loam, friable
3
10-40
Bt
Red (2.5YR 518) silty clay loam, firm
3
40-120
C
Very pale brown (1 OYR 813) sandy loam, friable
2
26
0-6
A
Brown (7.5YR 514) sandy loam, friable
2
6-18
E
Yellowish brown (10YR 5/8) sandy clay loam, friable
2
18-36
Bt
Yellowish red (5YR 518) silty clay loam, firm
3
36-78
Cl
Very pale brown (I OYR 813) sandy loam, friable
2
78-120
C2
White (10YR 8/1) sandy loam, friable, lithochromic
2
27
0-6
A
Brown (7.5YR 514) sandy loam, friable
2
6-14
BE
Yellowish red (5YR 518) clay loam, friable
3
14-48
Bt
Yellowish red (5YR 5/8) silty clay loam, firm
3
48-100
C1
Very pale brown (I OYR 8/3) sandy loam, friable
2
100-120
C2
Olive (5Y 5/4) schist saprolite, friable, crushes to loam
2
28
0-4
A
Brown (7.5YR 5/4) sandy loam, friable
2
4-10
BE
Yellowish red (5YR 5/8) clay loam, friable
3
10-36
BC
Yellowish red (5YR 518) sandy clay loam, friable
2
36-120
C
Very pale brown (I OYR 8/3) sandy loam, friable
2
29
0-5
A
Brown (7.5YR 514) sandy loam, friable
2
5-30
Bt
Yellowish red (SYR 5/8) silty clay loam, firm
3
30-54
Bt
Reddish yellow (5YR 6/8) sandy clay loam, friable
2
54-120
C
Very pale brown (10YR 813) sandy loam, friable
2
30
0-3
A
Brown (7.5YR 5/4) sandy loam, friable
2
3-25
Bt
Light red (2.5YR 618) silty clay loam, firm
3
25-38
BC
Yellowish red (5YR 518) sandy clay loam, friable
2
38-120
C
Very pale brown (I OYR 8/3) sandy loam, friable
2
31
0-4
A
Brown (7.5YR 5/4) sandy loam, friable
2
4-20
Bt
Light red (2.5YR 6/8) silty clay loam, firm
3
20-38
BC
Yellowish red (5YR 518) sandy clay loarn, friable
2
38-120
C
Light yellowish brown (I OYR 6/4) sandy loam, friable
2
32
0-6
A
Brown (7.5YR 514) sandy loam, friable
2
6-30
BC
Yellowish red (5YR 5/8) sandy clay loam, friable
2
30-120
C
Light yellowish brown (1 OYR 6/4), very pale brown
2
(l OYR 8/3) sandy loam, friable
��C17
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, GY6nly the primary area, ❑ only the reserve
area (check one) for Tax Map 55-110 .
Design Basis
Total length of available area: 1001+50, Total width of available area: 66'
Estimated Perc, Rate: 45 at 72 " in. (depth) GPD: 990
1 2
Conveyance Method : GravityDistribution. method (specify): Gravity
3e
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Pri (Primary, Secondary, Advanced Secondary)
Square feet per 100 gallons. 229
Area Calculations
Number of trenches 7(7100's+25916-)
Width of trenches: 31
Reserve required? Yes
Total trench bottom area required: 2268
Length of trenches: 100'+ 50'
Center to center spacing: 9'
Percent reserve area required: 100
Total width of absorption area required 66' Total trench bottom area provided: 2400
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 f=orm E Revised July 19, 2007
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VIRGINIA
t
DEPARTMENT
�m MIN 0 )w OF HALT
Pmteding You and Your Environment
Albemarle County Health Department
PO BOX 7546
Charlottesville, VA 22906
(434) 972-6219 Voice
434 Fax
Sewage Disposal System Operation Permit
Property, Owner
Edward M. & Patricia L. Williamson Health Dept. ID: 101-15-0268
4517 28th Street NW Tax Map/GPIN: 84-24
Washington, DC 20008 Locality: Albemarle County
Phone: (202) 637-2203
Property Location
Property Address: 1969 White Mountain Road
Afton, VA 22920
Edward M. & Patricia L. Williamson is hereby granted permission to operate a Residential
Conventional Onsite Sewage System at the above referenced Iocation, under the following parameters:
Daily Flow: 300 gallons
Number of Bedrooms: 2
This permit is issued in accordance with the provisions of Title 32.1, Chapter 6 of the Code of Virginia
as Amended, and Section 12VAC 5-610-340 of the Sewage Handling and Disposal Regulations of the
Virginia Department of Health, The issuance of an operation permit does not denote or imply any
guarantee by the department that the sewage disposal system will function for any specified period of
time. It shall be the responsibility of the owner or any subsequent owner to maintain, repair, r replace
any sewage disposal system that ceases to operate in accordance with the regulatioQ.
May 19, 2016 Stephen B. Vargo
Effective Date Environmental Health Specialist, Sr.