HomeMy WebLinkAboutSUB201500004 Approval - Agencies 2015-02-03 COMMONWEALTH 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
February 3,2015
Ellie Carter Ray, Senior Planner
County of Albemarle
401 McIntire Road
Charlottesville,VA 22902
RE: Review of Proposed Subdivision Plat as part of Tax Map 73-31D, located in Albemarle
County,Virginia.
Dear Ms. Ray:
On January 22,2015,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
"*o' 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.
r
Sin erely,
St en i:. a •o
Environ i ental Health Sp cialis , Sr.
Onsite S wage and Wate rograms
AL
lll
sk_4010
RGIN
%NNW COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
RECEO/ v T)
Date: 1/22/15 Environmeritsi ,° Cervices
Teresa Batten JAN 2 3 21115
Virginia Department of Health VCU1H
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2015-00004 Michael Weber#14254B—Final Subdivision
Date Submitted: 1/22/15
Dear Ms. Batten:
"- The County of Albemarle has received application to develop/subdivide Tax Map 73 Parcel 31D
(Lot 2). 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,
0- 26u0
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
Commonwealth of 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)
w
Owner The David Carl Weber Trust do Michael Weber,Truste p 0 , Phone
Mailing Address
1855 Westview Road /1'0.47 Phone
Charlottesville,VA 22903 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 I 64 West to Ivy exit,left on Dick Woods Road,right on Dry Bridge Road,property on right
between 55 Dry Bridge Road and cell tower on right before bridge over I-64
Name of Proposed Subdivision
Tax Map 73-31D Other Property Identification Dimension/Acreage of Property 7.04 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,individual
General size of lots 2.74 Ac,and 4.3 Ac. (give range if appropriate)
Additional description of subdivision
Nifir
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
pose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite
oll Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved.
2pri( I/tilt(
Signature of Owner/Agent Date
Commonwealth of Virginia HealthDepartmeenntl 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 Heahlt 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)
Now
Name and title of requestor Date
OSE Form F Revised 7/02/09
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
January 17, 2015
Mr. Bill Fritz
County Of Albemarle
Dept. Of Planning and Community Development
401 McIntire Rd Room 227
Charlottesville, VA 22902-4579
Re: Proposed Drain Field Sites
Lots 2A and 2B
A Division of Lot 2
Tax Map 73-31D
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.
Fe,t)-e— ")r- rr,k
Steve Gooch
Encl.
19 APPROVED
Soils Study for Drain Field Sites
Lots 2A and 2B
A Division of Lot 2
Tax Map 73-31D
Albemarle County
Prepared for:
The David Carl Weber Estate
Michael Weber, Trustee
1855 Westview Road
Charlottesville, VA 22903
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy,Virginia 22974
January 17, 2015
Page 1 of 8
OSE/PE Report for:
%s"` Construction Permit n Certification Letter n Subdivision Approval MI
Property Location:
911 Address: City:
Lot 2A Section Subdivision
GPIN or Tax Map# 73-31 D Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: David Carl Weber Trust
Street: 1855 Westview Road
City:Charlottesville State VA Zip Code- 22903
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Nor Address
City State Zip Code
Date of Report 1/17/15 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 Forms
Soil Profile Sheets Survey Plat
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 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 permit certification letter subdivision approval
be(select one)issued[denied❑.
Now
h���p� i
OSE/PE Signature /l��v Date (i J71/7
12 c44jc Z. vF- 7
Soil Profile
Primary Drain Field
Lot 2A
A Division of TM 73-31D
New, Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown(7.5YR 5/3) clay loam 3
4-31 Bt Red(10R 4/8) silty clay loam 3
31-54 BC Light red (2.5YR 6/8) clay loam and brownish-yellow 3
(10YR 6/8) loam
54-84 C Brownish yellow(10YR 6/8) loam 2
4 0-4 A Brown(7.5YR 5/3) clay loam 3
4-12 Bt Red(10R 4/8) silty clay loam 3
12-54 Bt Red(10R 4/8) silty clay loam 3
54-84 Bt2 Red(2.5YR 5/8)clay loam 3
5 0-4 A Brown(7.5YR 5/3) clay loam 3
4-34 Bt Red(10R 4/8) silty clay loam 3
34-75 C Light reddish brown(2.5YR 6/4) clay loam 3
75-84 CB Yellow(10YR 7/8)loam and red(10R 4/8)silty clay loam 2
6 0-4 A Brown(7.5YR 5/3) clay loam 3
Nifty 4-26 Bt Red(10R 4/8) silty clay loam 3
26-62 Bt2 Red(2.5YR 5/8)clay loam 3
62-84 C Yellowish red(5YR 5/8) sandy loam 2
7 0-2 A Brown(7.5YR 5/3) clay loam 3
2-60 Bt Red(10R 4/8) silty clay loam 3
60-84 C Yellowish red(5YR 5/8)clay loam 3
Page of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 1/17/15 Submitted to Albemarle County Health Department
Applicant David Cart Weber Trust Telephone Number
Address 1855 Westview Road Charlottesville,VA 22903
Owner same Address same
Location Dry Bridge Road between 55 Dry Bridge Road and cell tower before 1-64
Tax Map 73-310 Subdivision
Block/Section Lot 2A
SOIL INFORMATION SUMMARY . pn,40,01 o l� vied
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 13 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) X No r Yes inches
Free water present IX No Yes range in inches
err
6. Soil percolation rate estimated X Yes Texture group I II SP IV
No Estimated rate 65 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 60" 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.
Other Specify
Nur
(attach additional pages if necessary)
ti 0C-7
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, E only the primary area, ❑ only the reserve
area(check one)for_Lot 2A —A Division of Lot 2(TM 73-31D)(Property ID).
Design Basis
Total length of available area: 100' + 50' Total width of available area: 80'
Estimated Pere.Rate: 65 at 60' in.(depth) Number of bedrooms(or GPD): 4
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: 496 Total trench bottom area required: 1984
Area Calculations
Number of trenches 9(3 100's+6 50's) Length of trenches: 100'_+50'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 75' Total trench bottom area provided: 2100
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
c7cu 0E- d
Soil Profile
Reserve Drain Field
Lot 2A
A Division of TM 73-31D
`"" Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown(7.5YR 5/3) clay loam 3
4-31 Bt Red(10R 4/8) silty clay loam 3
31-54 BC Light red(2.5YR 6/8) clay loam and brownish-yellow 3
(10YR 6/8) loam
54-84 C Brownish yellow(10YR 6/8) loam 2
2 0-4 A Brown(7.5YR 4/2) clay loam 3
4-12 BE Reddish brown(2.5YR 4/4) clay loam 3
12-54 Bt Red(10R 4/8) silty clay loam 3
54-84 Bt2 Red(2.5YR 5/8)clay loam 3
3 0-4 A Brown(7.5YR 5/3) clay loam 3
4-48 Bt Weak red(10R 4/4) silty clay 4
48-84 Bt2 Red(10R 5/8) silty clay loam 3
4 0-2 A Brown(7.5YR 5/3) clay loam 3
2-48 Bt Red(10R 4/8) silty clay loam 3
Now. 48-84 Bt2 Light red(2.5YR 6/8) clay loam 3
5 0-4 A Brown(7.5YR 5/3)clay loam 3
4-34 Bt Red(10R 4/8) silty clay loam 3
34-75 C Light reddish brown(2.5YR 6/4) clay loam 3
75-84 CB Yellow(10YR 7/8) loam and red(10R 4/8) silty clay loam 2
Page Co of 5
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 1/17/15 Submitted to Albemarle County Health Department
Applicant David Cart Weber Trust Telephone Number
Address 1855 Westview Road Charlottesville,VA 22903
Owner same Address same
Location Dry Bridge Road between 55 Dry Bridge Road and cell tower before 1-64
Tax Map 73-31D Subdivision
Block/Section Lot 2A
SOIL INFORMATION SUMMARY - Ip ,nom DamtA,
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 8 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches
Free water present X No Yes range in inches
i. Soil percolation rate estimated X Yes Texture group 1 11 111 IV
i No Estimated rate 75 min/inch
7. Permeability test performed Yes
15( No
If yes, note type of test performed and attach
Site Approved: Drainfield to be placed at 60" 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.
Other Specify
(attach additional pages if necessary}
pore 7 tf
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 Lot 2A —A Division of Lot 2(TM 73-31 D)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 75'
Estimated Pere. Rate: 75 at 60" in.(depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Pum 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:_2384
Area Calculations
Number of trenches 8 Length of trenches: 100'
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 75; Total tench 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 Form E Revised July 18,2007
IRON s i` �i7b jv F
FOUND 0- E SCE
<a )2Gef_Fcc'a.
_ ' O " T.M .73-31C
', TOWER 'S '•• . KISHORE J.SHAH & SONAL K.SHAH, TRUSTEES
OF THE SHAH FAMILY TRUST
\ - '1-', • 0.8.3591-110
C',3- \0 ',' `, POLE .�` 0.8.3364-161
\ , •D s 0.8.3364-160 PLAT
2 0 \\s� �,.. - 50'X 50' GTjC ...m s NS. 0.B.3364-157
Y ��9 LEASE AREA -I>. (a, . •
,� D.8. 1890-587 PLAT
(0.8.3531-580) :o 'N co
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- :J (n
+ ALLTEL LEASE AREA
(D.B.2066-391, 394 DESC.) 1.1F
CONCRETE FLAG FLAG
IRON HIGHWAY "`I 281 '•
SET MONUMENT . o
\ \ '�\ --- 712
` FLAG . N
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-
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�' 13"W , FLA - 285 -- E
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424 53'52"W Z 4 _30"ACRES FOUND N85 '53' 10"E
72.38' .*.j.:. �' 0 25.00'
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SET '' cP�
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SET ` 0 QL=99.20' �, 9 v�
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IRON ,
House, Well and Drain Field Sites nrAi : 't 2A8 'i SET ■
Lot 2A t
A Division of Lot 2
\ �� FLAG PROPOSED F-G ,�g0
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Albemarle Coun ,Vir inia \ s AREA .,�1'
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703 Oliver Creek Road \ o IRON
Troy,Virginia 22974 ,rte SET
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— , \9 T.M.73-31 D
-`4.\ PROPOSED LOT 1
SCALE 1"=100 ' ‘ 6�` MICHAEL JOSEPH WEBER, TRUSTEE
mmommommommum
\".§1.' OF THE DAVID CARL WEBER TRUST
o UNDER DECLARATION OF TRUST
)0 200 300 DATED NOVEMBER 11, 1998
0.8.3364-161, 160 PLAT
0.8.3364-157, 160 PLAT
n R 7ROR-AAR
Page 1 of 5
OSE/PE Report for:
Construction Permit T1 Certification Letter n Subdivision Approval C
Property Location:
911 Address: City:
Lot 2B Section Subdivision
GPIN or Tax Map# 73-31 D Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: David Carl Weber Trust
Street: 1855 Westview Road
City:Charlottesville State VA Zip Code 22903
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 1/17115 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.
I I 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 1
Now be(select one)issued': denied❑.
OSE/PE Signature 62 1---e,!-2 "ZiO t " Date / /17i/'5
Pa VI 2 °�-s
Soil Profile
Lot 2B
A Division of TM 73-31D
Albemarle County
w..f
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown(7.5YR 5/4) clay loam 3
4-38 Bt Red(10R 4/8) silty clay loam 3
38-56 Bt2 Red(2.5YR 5/8) clay loam 3
56-84 C Reddish brown(5YR 5/4) sandy loam 2
2 0-4 A Brown(7.5YR 5/4) clay loam 3
4-16 BE Reddish brown(2.5YR 5/4) clay loam 3
16-34 Bt Red(10R 5/8) silty clay loam 3
34-72 Cl Yellowish brown) (10YR 5/8) loam 2
72-84 C2 Light red(2.5YR 6/8) clay loam 3
3 0-4 A Brown(7.5YR 5/4) clay loam 3
4-14 BE Yellowish red(5YR 5/8) clay loam 3
14-40 Bt Red(10R 5/8) silty clay loam 3
40-66 BC Red(2.5YR 5/8) clay loam and yellow(10YR 7/8) loam 3
66-84 C Yellow(10YR 7/8) loam 2
4 0-3 A Brown(7.5YR 5/4) clay loam 3
3-12 BE Yellowish red(5YR 5/8) clay loam 3
12-48 Bt Red(10R 5/8) silty clay loam 3
48-84 BC Light red(2.5YR 6/8) clay loam and yellow(10YR 7/8) 3
loam
5 0-3 A Brown(7.5YR 5/4) clay loam 3
3-15 BE Yellowish red(5YR 5/8) clay loam 3
15-45 Bt Red(10R 5/8) silty clay loam 3
45-67 Bt2 Red(2.5YR 5/8) clay loam 3
67-84 C Light reddish brown(5YR 6/4) loam 2
6 0-3 A Brown(7.5YR 5/4) clay loam 3
3-10 BE Reddish brown(2.5YR 5/4) clay loam 3
10-48 Bt Red(l0R 5/8) silty clay loam 3
48-70 CB Brownish yellow(10YR 6/8) loam and red(2.5YR 5/8) 2
clay loam
70-84 C Brownish yellow(10YR 6/8) loam
Page 3 of
Appendix 2
Soil Summary Report.. GENERAL INFORMATION
Ne
Date 1/17/15 Submitted to Albemarle County Health Department
Applicant David Carl Weber Trust Telephone Number
Address 1855 Westview Road Charlottesville,VA 22903
Owner same Address same
Location Dry Bridge Road between 55 Dry Bridge Road and cell tower before 1-64
Tax Map 73-31D Subdivision
Block/Section Lot 2B
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes j- No
Describe side slope
2. Slope 11 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) X No ` Yes inches
Free water present X No Yes range in inches
Soil percolation rate estimated X Yes Texture group I II ® IV
No Estimated rate 55 min/inch
7. Permeability test performed Yes
iX No
If yes, note type of test performed and attach
X Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
I 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. I Proposed system too close to well.
Other Specify
(attach additional pages if necessary)
Pot,e_ 4
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 C'primary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for Lot 2B —A Division of Lot 2(TM 73-31D(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 106'
Estimated Perc.Rate: 55 at 60" 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: 412 Total trench bottom area required: 3296
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
20'WIDE INGRESS/EGRESS P a � (9F-6-
10'ACCESS EASEMENT & UTILITY EASEMENTS
(D.B.2066-391. 394 DESC.) (D.B.3531-580)
IRON
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LE WIDTH R/W F Ct� \,\ ++ +� POLE
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MONUMENT % .:�J •NN,
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N63'08' 19"E CONCRETE FLAG •
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CONCRETE HIGHWAY SET MONUMENT 0.o
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STATE ROUTE 708 �� L=41.50' ,ao a'� x�E E
(40 ' R/W) `°°
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D.B.504-100 SET LOT 2A col/6 o �°
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Scale 1"= 100' •-Soil Profile Hole 46' -y-
IRO • 1. a q �,
House, Well and Drain Field Sites SET �,� oL 99.20 o-9 ' ,
Lot 2B EXISTING I ,� Sit
A Division of Lot 2 P ; ., �}�1AVEL
Tax Map 73-31D :1 RANCE\\.,,,,
FLAG
Albemarle County,Virginia 'S T FLAG
FLAG A6 • • • 8
Steve Gooch Consulting Geologist \ ` 2A D , jjgt
703 Oliver Creek Road y \t FLAG ��-1-
Troy,Virginia 22974 Nis • " ; 2A� �`
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SEPTIC
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+ a, 66a
SCALE: 1" in 100 ' + o IRON
DATE: DECEMBER 19. 2014 �+ .T� SET
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
LOT 2A & LOT 2B, A DIVISION OF LOT 2, IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER (S) , O
PROPRIETORS, AND/OR TRUSTEES, IF ANY. ,7 FOR ?,A
UO REVIEW
MICHAEL JOSEPH WEBER, TRUSTEE OF THE DAVID CARL WEBER TRUST BRIAN S.RAY
Lic.No.002281
UNDER DECLARATION OF TRUST DATED NOVEMBER 11, 1998
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
2015. BY DRY SCALEIC1NITY2000'+!-
MICHAEL JOSEPH WEBER, TRUSTEE BRIDGE
OF THE DAVID CARL WEBER TRUST ROAD
UNDER DECLARATION OF TRUST
DATED NOVEMBER 11, 1998 INTERSTATE 64
NOTARY PUBLIC # = SITE
637
MY COMMISSION EXPIRES NOTARY SEAL pR8 = DICK
BRIDGE WOODS
ROAD ROAD
APPROVED FOR RECORDATION : -" 1190
COLSTCN
637 DRIVE
DICK -17081
WOODS
AGENT FOR THE BOARD OF SUPERVISORS DATE ROAD TAYLORS 1191
GAP RALEIGH
ROAD MTN.TRAIL
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER
SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY
ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR
APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN
HEREON IS THEORETICAL.
A. T.M.73-31D IS ZONED PA (ENTRANCE CORRIDOR) .
B. LOT 2A IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED.
C. LOT 2B IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL BE WITHIN THEIR
DECEMBER 1980 BOUNDARIES.
D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE. LOT 2A & LOT 2B, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
SECTION 4.2. 1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
E. THIS PROPERTY LIES WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED.
F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL-FORESTAL
DISTRICT.
G. SETBACK REQUIREMENTS:
FRONT= 75' (ALONG STATE ROUTE 708)
SIDES= 25'
REAR= 35'
H. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
NOTES:
1. OWNERS, ADDRESS & LEGAL REFERENCES: T.M.73-31D
MICHAEL JOSEPH WEBER, TRUSTEE OF THE DAVID CARL WEBER TRUST
UNDER DECLARATION OF TRUST DATED NOVEMBER 11, 1998
1855 WESTVIEW ROAD, CHARLOTTESVILLE, VA 22903
D.B.3364-161, D.B.3364-160 PLAT, D.B.3364-157, D.B.2693-446 & D.B.660-37 PLAT.
2. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
3. ACREAGE BEFORE THIS SUBDIVSION PLAT= 7.04 ACRES.
4. TAX MAP 73 PARCEL 31D IS SUBJECT TO THE FOLLOWING:
A.A LEASE AGREEMENT WITH VIRGINIA PCS ALLIANCE LLC AS DEFINED IN D.B.3195-721.
B.EASEMENTS TO VIRGINIA ELECTRIC AND POWER C0MPANY (D.B.427-318 & D.B.317-376) .
C.AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH C0MPANY (D.B.432-311) .
5. TAX MAP 73 PARCEL 31D IS SUBJECT TO THE FOLLOWING INSOFAR AS THEY MAY APPLY:
A.AN EASEMENT TO BOARD OF MOUNTAIN WORK AS DEFINED IN D.B.226-580.
B.AN EASEMENT TO VIRGINIA PUBLIC SERVICE C0MPANY (D.B.211-52) .
6. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.
THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS AND/OR
COVENANTS THAT MAY EXIST.
SUBDIVISION PLAT
LOT 2A & LOT 2B
A DIVISION OF LOT 2
THE PROPERTY OF MICHAEL JOSEPH WEBER. TRUSTEE OF THE DAVID CARL WEBER TRUST
UNDER DECLARATION OF TRUST DATED NOVEMBER 11, 1998
LOCATED ON STATE ROUTE 708 (DRY BRIDGE ROAD)
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1 " = 100 ' DATE: DECEMBER 19, 2014
FOR
MICHAEL WEBER
ROGER W.RAY & ASSOC., INC.
1717-1B ALLIED STREET
GL CHARLOTTESVILLE, VIRGINIA 22903
TELEPHONE: (434) 293-3195 SHEET 1 OF 2 14254B
LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING
C1 12 °01 '38" 670.27 140.70 70.61 140.44 N32 '13'30"W
C2 13 '20'27" 471.35 109.75 55. 12 109.50 N31 '34'06"W
a C3 6 °57'49" 1105.93 134.41 67.29 134.33 N24 °36'07"W
cn
1
a
∎ L1 HEALTH DEPARTMENT COPY
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�
' ■ KISHORE J. T.M.73-31C NOT FOR RECORDATON
K.SHAH, TRUSTEES
I- OF THE SHAH FAMILY TRUST -
Q D.B.3591-110
0
zz D.B.3364-161
o D.B.3364-160 PLAT
H D.B.3364-157
CD D.B. 1890-587 PLAT
20'WIDE INGRESS/EGRESS
10 ' ACCESS EASEMENT & UTILITY EASEMENTS
(D.B.2066-391, 394 DESC. ) (D.B.3531-580)
IRON
E 325.
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MONUMENT X O`c�9 •'-co T.M.73-31 C
es --- ' \ ,, TOWER 'S'4.
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STATE ROUTE 708 Z \ '` q0 %( OF THE SHAH FAMILY TRUST
y' �` D.B.3591-110
VARIABLE WIDTH R/W--- o \ \ % % POLE •' D.B.3364-161
D.B.430-254 9 "� \ \ `\ '••p cA D.B.3364-160 PLAT
HWY.P.B.V-44, 45 & 46 ,- \ \ \ -, - GT •;� N0 0.8.3364-157
CONCRETE f
cock� \ \ ,\ `' LEASE AREA j<,r7,y •.a,� - •r� D.B. 1890-587 PLAT
HIGHWAY � (D.B.3531-580) :o .N N
MONUMENT \ :°) N %.5\.
N28 °32'52"W k ALLTEL LEASE AREA
60.72' (D.B.2066-391, 394 DESC. ) 14.4.
N63 °08' 19"E c CONCRETE FLAG •
FLAG •
20.00' IRON HIGHWAY 2B1 •
•
CONCRETE HIGHWAY SET MONUMENT ;o
MONUMENT FOUND \
\
S63 °08' 19"W 3.97' \ FLAG--- 32 Ste;N
---2U---`reposed D eld `4 It
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•
\SET 28AG x I
\ PROPOSED 0 i,: '1'
SEPTIC '0
` ,1\ DRAAREAELD L,,�O�/2 B w
N24 'S3'S2"W � 4 ACRES -s FUND N85 °53' 10"E
72.38' ���1 0 25.00'
Pry •;,. ,. � ® O' '••x IRON
, N. - FOUND
STATE ROUTE 708 L=41.50' °AO A� XF____-X CE
(40 R/W) \IRO \-\6
D.8.504-100 SET + LOT 2A `J �0
N38 °14'20"W 'o " o
Scale 1"= 100' •- Soil Profile Hole 10.46' IRON + 2. 74 ACRES o v a'-
House, Well and Drain Field Sites SET 0 QL-99.20 X0 �9', p;
Lots 2A and 2B T �Q<" • J Site F
A Division of Lot 2 Pr ;r; �EXISTING PrQ a"""" �`e `�'te N6'�
Tax Map 73-31D d\V4;1 RANCE FLAG p
Albemarle County, Virginia SET FLAG FLAG 2A6 4 Pri
Steve Gooch Consulting Geologist \ 4 2A4
0 , iirei d
703 Oliver Creek Road
Troy, Virginia 22974 co FLAB 0 ' `` 2A7 Zt.'
(o°2A5 IRON
pro •s�. • _ R SET
o � FLAG
— -- --F- R Ora n'fi�:. :- n : l A8 \
REVIEW \ T-- FLAG '�---- 11
2A2 PROPOSED 2A1 �3
N SEPTIC
\ DRAINFIELD °�1 .�Fj'�
AREA
p S6A
SCALE: 1 " = 100 ' \ o IRON
DATE: DECEMBER 19, 2014 '„, SET
T.M.73-310 cp
GRAPHIC SCALE 1 "=100 ' \9-`-\• MICHAELPJOSEPHDWEBE 1
WEBER, TRUSTEE
_ _ _ \"'_ OF THE DAVID CARL WEBER TRUST
o UNDER DECLARATION OF TRUST
0 100 200 300 DATED NOVEMBER 11, 1998
D.B.3364-161, 160 PLAT
D.B.3364-157, 160 PLAT
D.B.2693-446
D.B.660-37 PLAT
ROGER W.RAY & ASSOC., INC.
1717-1B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
GL TELEPHONE: (434) 293-3195 SHEET 2 OF 2 14254B