HomeMy WebLinkAboutSUB201500015 Approval - Agencies 2015-03-23 New
Wit.j Kp} Q Appaa��D
C F ,,e dip
` �...diypII0. 43
COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
FLE NA COUNTY )
State Department of Health GREENE CO UNTY(STANARDSVI LLE)
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
March 23,2015
Christopher P. Perez
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 73 Parcel 31C2(Lot 1 and Lot 2) located
in Albemarle County,Virginia.
Dear Mr. Perez:
On March 11,2015,the County of Albemarle requested the Virginia Department of Health (via the Albemarle
A"` 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, 1 /�
Travis T. Davis,OSE
Environmental Health Specialist, Sr.
Amp,
Now �$�_ to . '
S Health F
i 2 2015
Noir COUNTY OF ALBEMARLE
Department of Community Develop ent 3O v
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
March 11, 2015
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive IN Charlottesville,VA 22906 UNMET
RE: SUB201500015—Kishore J Shah—fmal
(Plat titled: "Subdivision of Lotl and Lot 2 a division of TM 73-31C2...")
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide [Tax Map 73 Parcel 31C2]. This project
requires Health Department approval before receiving fmal County approval. The applicant has provided soils
information for the proposed 5 acre Lot 1 and the 5 acre Lot 2,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
.040,Thapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel
free to contact me.
Sincerely,
Christopher P. Perez
Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3443
email: cperez@albemarle.org
r S-ic c �
New
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
February 13, 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 1 and 2
A Division of Tax Map 73-31C2
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.
*Z1r/k-
Steve Gooch
Encl.
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)
Nor
Owner Kishore J.Shah and Sonal K.Shah,Trustees of the Shah Family Trust Phone (609)820-5564
Mailing Address 105 Bunning Drive Phone
Voorhees,NJ 08403 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 I-64 West to Ivy exit,left on Dick Woods Road to property on right after 3960 Dick Woods
Road
Name of Proposed Subdivision
Tax Map 73-31C2 Other Property Identification Dimension/Acreage of Property 10 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,individual
General size of lots 5.0 Ac. (give range if appropriate)
Additional description of subdivision
Nair
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
rose 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.
Z(!3/P
Signature of Owner/Agent Date
Commonwealth of Virginia Health Department�e Only
Application for Subdivision Review Due Date
r.r (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)
`fir.
NOP
Name and title of requestor Date
OSE Form F Revised 7/02/09
Soils Study for Drain Field Sites
Lots 1 and 2
A Division of Tax Map 73-31C2
Albemarle County
Prepared for:
Kishore J. Shah and Sonal K. Shah,Trustees of the Shah Family Trust
105 Bunning Drive
Voorhees,NJ 08403
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
February 13, 2015
Page 1 of 5
OSE/PE Report for:
Construction Permit I 1 Certification Letter 17 Subdivision Approval MI
Property Location:
911 Address: City:
Lot 1 Section Subdivision
GPIN or Tax Map# 73-31C2 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Kishore J. Shah and Sonal K. Shah, Trustees of the Shah Family Trust
Street: 105 Bunning Drive
City:Voorhees State NJ Zip Code 08403
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
'err
Address
City State Zip Code
Date of Report 2/13115 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.
19 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 0
``"' be(select one)issued Q denied❑.
OSE/PE Signature .- Date zll3/pc
Soil Profile
Lot 1
A Division of TM 73-31C2
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-7 A Reddish brown(2.5YR 4/3) clay loam 3
7-30 Bt Red(10R 4/8) silty clay loam 3
30-48 Bt2 Red (2.5YR 5/8) clay loam 3
48-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
B 0-4 A Reddish brown(2.5YR 4/3) clay loam 3
4-30 Bt Red(10R 4/8) silty clay loam 3
30-56 Bt2 Red(2.5YR 5/8)clay loam 3
56-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
C 0-9 A Brown(7.5YR 5/4) clay loam 3
9-15 Bt Strong brown(7.5YR 5/8) sandy clay loam 2
15-41 Cl Yellowish red(5YR 5/8) sandy loam 2
41-84 C2 Dark yellowish brown(10YR 4/6) sandy loam 2
D 0-6 A Brown(7.5YR 5/4) clay loam 3
6-26 Bt Reddish brown(2.5YR 5/4) clay loam 3
26-48 Cl Strong brown(7.5YR 5/8) clay loam 3
%taw 48-84 C2 Dark yellowish brown(10YR 4/6) sandy loam 2
E 0-4 A Brown(7.5YR 5/4) clay loam 3
4-12 Bt Strong brown(7.5YR 5/8) sandy clay loam 2
12-40 Cl Yellowish red(5YR 5/8) sandy clay loam 2
40-84 C2 Dark yellowish brown(10YR 4/6) sandy loam 2
F 0-4 A Reddish brown(2.5YR 4/3) clay loam 3
4-14 Bt Red(10R 4/8) silty clay loam 3
14-41 CB Yellowish red(5YR 5/8) clay loam and red (2.5YR 5/8) 3
clay loam
41-84 C Olive (5Y 5/4) loam with deeply weathered schist 2
fragments
Page 3 of
Appendix 2
Soil Summary Report
mom. GENERAL INFORMATION
Date 2/13/15 Submitted to Albemarle County Health Department
Applicant Kishore J. Shah and Sonal K. Shah, Trustees Telephone Number (609) 820-5564
Address 105 Bunning Drive Voorhees, NJ 08403
Owner Shah Family Trust Address same
Location Dick Woods Road between 3960 Dick Woods Road and 4042 Dick Woods Road
Tax Map 73-31 C2 Subdivision
Block/Section Lot 1
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 15
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) iX No 1 Yes inches
Free water present IX No Yes range in inches
6. Soil percolation rate estimated X Yes Texture group I II II IV
No Estimated rate 55 min/inch
7. Permeability test performed r Yes
X No
If yes, note type of test performed and attach
'X Site Approved: Drainfield to be placed at 48" 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)
)2c1 9
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.
Now-
This abbreviated design covers the GYprimary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for_Lot 1 —A Division of TM 73-31 C2(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 120'
Estimated Perc.Rate: 55 at 48" in. (depth) Number of bedrooms(or GPD): 4
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: 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
1-4 UNU -b t t•itAM F NU f r UH t4Ct•UNUM 1 It
AT 9.96' BUFFER yj
�N t Sp. Pole_ ' &
`� IRON North 3899265
P., osm FLAG FOUND East 11445238
2C
f �O GRAINFIELD °‘ 41
'� T.M.73-31C1
Dram FLAG ' ; ' • i •'• •ti-= • Primary ROBERT V.FINLEY & CYNTHIA
cn Q LO FLAG 4 . •i ':' Jd 0.8.3415-179 & 180 P
D.B. 1625-65 PLAT
> m ` FLAG FLAG °s, 0.8. 1412-633, 635 PL
Q House Site
LO vi'''Is.
1 5.00 ACRES sf
cc or
0 Z a t , # We 'bite
S ''A' IRON
cr
S.,.,
CD '- ,yO SET
tro2 5
2 3 ' \ Nom.
IRON \ J°n
SET \ ii,0
cirk
00, 0 \ IRON
\ FOUND �]�;
\\ N m Existing �V ell
FOUND
IRON LOT 1 ■ :°•
5.00 ACRES 0
�.. ► T.M.73-31C ',u)
KISHORE J.SHAH AND SONAL K.SHAH, 1% \ P‘ PRIVATE 30..
TRUSTEES OF THE SHAH FAMILY TRUST P •' Ised Well r PRIVATE STREE
0.8.3591-110
0.B.3364-157. 161 & 160 PLAT D'
\ IRON
0.8. 1890-587 PLAT to \ SET
jj����'� �� \ S20 '39' 13"E
�•iVm �� stat \ 248.53'
+, INF, FLAG
AREA °AP \ N15'30'21"W
FuG, ,,. \ \ 249.64'
'del EXISTING GRAVEL
THIS PLAT NOT FOR RECORDATION Proposed Draireld Z FLAG\ \
COPY SHOWING CONTROL POINTS FLAG sE IRON North 3E
TO SUBMETER ACCURACY North 3897836 IRON iD �� ' FOUND East 11i
TIED TO NORTH AMERICAN East 11445547 FOUND _�'� ! / S69.04'46"W
DATUM OF 1983 (NAD83) -- — IRON 22.40'
VIRGINIA SOUTH SPC OVERHEAD IRON SET
FOUND
Scale 1"=200' •- Soil Profile Hole UTILITY LINE S69'04'46"W
48.34'
House, Well and Drain Field Sites S74.12'27"W
Lot 1 179.27' `-STATE ROUTE 637
A Division of TM 73-31C2 DICK WOODS ROAD
VARIABLE WIDTH R/W
Albemarle County,Virginia 0.8.643-557
Steve Gooch Consulting Geologist FOR HWY.P P.8.IX-200
703 Oliver Creek Road REVIEW
Troy,Virginia 22974
SCALE: 1" = 200 '
DATE: JANUARY 22, 2015
Page 1 of 7
OSE/PE Report for:
�.. Construction Permit n Certification Letter n Subdivision Approval n
Property Location:
911 Address: City:
Lot 2 Section Subdivision
GPIN or Tax Map# 73-31C2 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Kishore J. Shah and Sonal K. Shah, Trustees of the Shah Family Trust
Street: 105 Bunning Drive
City:Voorhees State NJ Zip Code 08403
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Noss, Address
City State Zip Code
Date of Report 2/13/15 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 Sheet 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.
nThe 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 ei
be(select one)issued 0 denied❑. J/,
Visor
OSE/PE Signature �.�/ ��2i(�7� - Date Z//3���
�9c 2- o F
Soil Profile
Lot 2
A Division of TM 73-31 C2
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
Primary Drain Field
A 0-10 A Red(2.5YR 4/4) clay loam 3
10-66 Bt Red(10R 4/8) silty clay loam 3
66-84 Bt2 Red(2.5YR 4/6) clay loam 3
B 0-9 A Red(2.5YR 4/4) clay loam 3
9-40 Bt Red(10R 4/8) silty clay loam 3
40-60 BC Red(2.5YR 4/6) clay loam and dark yellowish brown 3
(10YR 4/6) loam
60-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
E 0-8 A Red (2.5YR 4/4) clay loam 3
8-36 Bt Red (10R 4/8) silty clay loam 3
36-84 C Strong brown(7.5YR 5/8) clay loam 3
F 0-5 A Red(2.5YR 4/4) clay loam 3
5-35 Bt Red(10R 4/8) silty clay loam 3
35-53 BC Red(2.5YR 4/6)clay loam and dark yellowish brown 3
(10YR 4/6) loam
53-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
Reserve Drain Field
C 0-3 A Red(2.5YR 4/4) clay loam 3
3-27 Bt Red(10R 4/8) silty clay loam 3
27-45 BC Red(2.5YR 4/6) clay loam and dark yellowish brown 3
(10YR 4/6) loam
45-84 C Dark yellowish brown(10YR 4/6) sandy loam 2
D 0-4 A Red(2.5YR 4/4)clay loam 3
4-36 Bt Red(10R 4/8) silty clay loam 3
36-54 C Dark yellowish brown(10YR 4/6) sandy loam with gneiss 2
fragments below 48"
54- Cr
E 0-8 A Red(2.5YR 4/4) clay loam 3
8-36 Bt Red(IOR 4/8) silty clay loam 3
36-84 C Strong brown(7.5YR 5/8) clay loam 3
Page ' of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/13/15 Submitted to Albemarle County Health Department
Applicant Kishore J. Shah and Sonal K. Shah, Trustees Telephone Number (609)820-5564
Address 105 Bunning Drive Voorhees, NJ 08403
Owner Shah Family Trust Address same
Location Dick Woods Road between 3960 Dick Woods Road and 4042 Dick Woods Road
Tax Map 73-31C2 Subdivision
Block/Section Lot 2
SOIL INFORMATION SUMMARY - P ho.tfr, D he1cQ
1. Position in landscape satisfactory? X Yes 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) iX No P Yes inches
- Free water resent R
p No Yes range in inches
1466. Soil percolation rate estimated !X Yes Texture group I II II IV
No Estimated rate 75 min/inch
7. Permeability test performed Yes
rX 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
"err
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and law pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
tir.r �
This abbreviated design covers the ❑ primary and reserve area, EV my the primary area, ❑ only the reserve
area(check one)for Lot 2 —A Division of TM 73-31C2(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 75'
Estimated Perc.Rate: 75 at 60" in. (depth) Number of bedrooms(or GPD): 4
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: 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? Yes 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 Form E Revised July 18,2007
Page 5 of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/13/15 Submitted to Albemarle County Health Department
Applicant Kishore J. Shah and Sonal K. Shah, Trustees Telephone Number (609)820-5564
Address 105 Bunning Drive Voorhees, NJ 08403
Owner Shah Family Trust Address same
Location Dick Woods Road between 3960 Dick Woods Road and 4042 Dick Woods Road
Tax Map 73-31C2 Subdivision
Block/Section Lot 2
SOIL INFORMATION SUMMARY • (� � o,,ark_ 1=t
1. Position in landscape satisfactory? !X Yes No
Describe side slope
2. Slope 14 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 54" None
4. Depth to seasonal water table(gray mottling or gray color) X No ! Yes inches
- Free water present 1X No ` Yes range in inches
N415. Soil percolation rate estimated IX Yes Texture group I I I 03 IV
r No Estimated rate 60 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 42" 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
New
(attach additional pages if necessary)
9 � 6 �«
u7
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.
loaw
This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, my the reserve
area(check one)for_Lot 2 —A Division of TM 73-31 C2(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 40'
Estimated Pere. Rate: 60 at 42" in. (depth) Number of bedrooms(or GPD): 4
i 2
Conveyance Method : Gravi Distribution method (specify): Gravity
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 203 Total trench bottom area required: 812
Now
Area Calculations
Number of trenches 5 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 39' Total trench bottom area provided: 1500
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.
'44110e Page of
AOSE Form E Revised July 18,2007
1637
12 e.- ) 0C-'T DICK 1 708 1
•jNTERST.ASE 64 ROAD TAYLLORS
0.6.430_254
45 46
HWY P-8�' 45 S38'50'51"E ROAD
North 3899602 IRON 97.97'
East 11444784 FOUND KEY MAP & VICINITY
N19'18'56"W STREAM SCALE: 1" - 2000'
92.03' �i IRON
• 15"MAPLE FOUND
• IRON 1a 99y� HEALTH OEPARTME
FOUND STREAM NOT FOR RECOR[
AT 9.96' BUFFER q)
J
2Nw •so,
° IRON
North 3899265
U >,� SEPTIC pirposED RAG FOUND East 11445238
2C a. 0 DRAIWIELD '‘ c3-
Di' tITT $I( • '' T.M.73-31
to FLAG ; ;'; . 't r.0,---.: 0 ROBERT V.FINLEY & CYt
1 ZD ! i ;
a Lo FLAG • , ° ';Dell D.B.3415-i79 &
FLAG FLAG °v D.B. 1625-65
4( No 0 0.6. 1412-633, E
Lo
• l'� is. ; i House Site
5. 00 ACRES '
Z
cc
■ Lied We •'Site•
0 Now- �ws „� IRON
c� yO SET
'op. t) .s0 0'
Scale 1"=200' -- Soil Profile Hole �6 251 - t N
w
House, Well and Drain Field Sites IRON �� n
Lot 2 SET t •s,
A Division of TM 73-31C2 `i, tP \ `�'-�'
oa -
Albemarle County,Virginia •w e t
Steve Gooch Consulting Geologist �; C'N �` FOUND
703 Oliver Creek Road t
Troy,Virginia 22974 IRON t '. Existing We
e
FOUND LOT 1 t : •
5. 00 ACRES 'w0
T.M.73-31C t
KISHORE J.SHAH AND SONAL K.SHAH, t _
TRUSTEES OF THE SHAH FAMILY TRUST P I4 •sed Well Si ' PRIVATEESTI
D.8.3591-110 #
0.B.3364-157, 161 & 160 PLAT n • \ / IRON
D.B. 1890-587 PLAT wa,= t SET
•-•'•_�. 1 S20'39' 13"E
cp proposed 41:,, IW C 248.53
•' IAA�EA� � FLAG ,
^•, ■ 0 1 N15'30'21"W
• 249.64'
'//,,,,�'le \ , EXISTING OR
THIS PLAT NOT FOR RECORDATION proposed Dra n'Ieid�• - ' ■
Nor COPY SHOWING CONTROL POINTS Prima and Rosary: aF s AG r
IRON Nort.4„
TO SUBMETER ACCURACY North 3897836 IRON R. :ems- '� FOUND East
TIED TO NORTH AMERICAN East 11445547 FOUND ,-�'� / ,
DATUM OF 1983 (NAD83) S69'04'4
VIRGINIA SOUTH SPC ��~ IRON IRON 22.40'
OVERHEAD SET
UTILITY LINE FOUND A, "kA
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
LOT 1 AND LOT 2, IS WITH THE FREE CONSENT AND IN ACCORDANCE oNLTi�DA`
THE OF F ANY.UNDERSIGNED OWNER (S) , PROPRIETORS, FOR
REVIEW
U ry
BRIAN S.RAY
KISHORE J.SHAH Lic.No.002281
SONAL K.SHAH 4110D, Ve
CITY/COUNTY OF NOTES:
STATE OF 1. OWNER (S) , ADDRESS & LEGAL REFERENCES:
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED T.M.73-31C2
BEFORE ME THIS DAY OF KISHORE J.SHAH AND SONAL K.SHAH,
2015. BY KISHORE J.SHAH TRUSTEES OF THE SHAH FAMILY TRUST
105 BUNNING DRIVE, VOORHEES, NJ 08043
TRUSTEES OF THE SHAH FAMILY TRUST D.B.3591-110
D.B. 1625-65 PLAT
2. BOUNDARY DATA SHOWN HEREON IS BASED ON A
NOTARY PUBLIC # CURRENT FIELD SURVEY.
MY COMMISSION EXPIRES : NOTARY SEAL 3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS
OF RECORD REVEAL THAT ADDITIONAL PARCELS
AND/OR DEVELOPMENT RIGHTS EXIST, THE INTENT
OF THIS PLAT IS NOT TO COMBINE THESE PARCELS
CITY/COUNTY OF OR EXTINGUISH DEVELOPMENT RIGHTS.
STATE OF 4. ACREAGE BEFORE THIS SUBDIVISION PLAT:
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED 10.00 ACRES
BEFORE ME THIS DAY OF
2015. BY SONAL K.SHAH 5. T.M.73-31C2 IS SUBJECT TO THE FOLLOWING
TRUSTEES OF THE SHAH FAMILY TRUST INSOFAR AS THEY MAY APPLY:
A. EASEMENT TO VIRGINIA PUBLIC SERVICE
COMPANY (D.B.211-52) .
B. EASEMENT TO BOARD OF MOUNTAIN WORK
NOTARY PUBLIC # (D.B.226-580) .
6. NO TITLE REPORT FURNISHED. ALL EASEMENTS
MY COMMISSION EXPIRES : NOTARY SEAL KNOWN BY ME ARE SHOWN OR NOTED HEREON.
THIS PROPERTY SUBJECT TO ANY ADDITIONAL
CONDITIONS. UTILITIES, EASEMENTS AND/OR
APPROVED FOR RECORDATION COVENANTS THAT MAY EXIST.
AGENT FOR THE BOARD OF SUPERVISORS DATE
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 ONLY.
A. PROPERTY ZONED RA (ENTRANCE CORRIDOR) .
B. T.M.73-31C2 IS ASSIGNED TWO DEVELOPMENT RIGHTS. ONE DEVELOPMENT RIGHT WAS DERIVED FROM THE EXISTING T.M.73-31C2
AND ONE DEVELOPMENT RIGHT IS BEING TRANSFERRED FROM T.M.73-31C (PARENT PARCEL) TO T.M.73-31C2.
T.M.73-31C RETAINS TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
C. LOT 1 & LOT 2 ARE ASSIGNED ONE DEVELOPMENT RIGHT EACH AND MAY NOT BE FURTHER DIVIDED.
D. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE, LOT 1 & LOT 2, 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 ALBEMARLE COUNTY GIS WEBSITE THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL-FORESTAL DISTRICT.
G. SETBACK REQUIREMENTS: FRONT= 75' (ALONG ST.RT.637)
FRONT= 25' (ALONG NEW PRIVATE STREET ESMT.)
SIDES= 25' AND REAR = 35'
H. THE STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
I. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
J. THE NEW PRIVATE STREET EASEMENT SHOWN HEREON MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM
OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF
ALBEMARLE.
K. ANY SUBSEQUENT DIVISIONS SHALL ENTER ONLY ONTO SUCH STREET (S) SHOWN ON THE APPROVED FINAL PLAT AND SHALL HAVE NO
IMMEDIATE ACCESS ONTO ANY PUBLIC STREET.
L. THE EXISTING AND/OR PROPOSED PRIVATE STREET EASEMENT IS OF ADEQUATE WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT
TO ACCOMMODATE A TRAVELWAY PASSABLE BY ORDINARY PASSENGER VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS,
TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE OF THE TRAVELWAY, AS REQUIRED BY SECTION 14-412 OF THE ALBEMARLE COUNTY
CODE.
SUBDIVISION PLAT
LOT 1 & LOT 2
A DIVISION OF T. M. 73-31C2
THE PROPERTY OF KISHORE J. SHAH & SONAL K . SHAH,
TRUSTEES OF THE SHAH FAMILY TRUST
AND
NEW 30 ' WIDE PRIVATE STREET EASEMENT
LOCATED ON STATE ROUTE 637 (DICK WOODS ROAD)
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1 " = 200 ' DATE: JANUARY 22, 2015
FOR
KISHORE J.SHAH AND SONAL K.SHAH,
TRUSTEES OF THE SHAH FAMILY TRUST
ROGER W.RAY & ASSOC., INC.
1717-1B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
GL TELEPHONE: (434) 293-3195 SHEET 1 OF 2 14280A
GRAPHIC SCALE 1 "=200 ' INTERSTATE 64 SITE
- - T.M.73-31C2
MI '3
0 200 400 600 708 u) 7i 637
DRY 0 = DICK
BRIDGE TO _ WOODS
ROAD ROAD
1190
COLSTON
637 DRIVE
DICK 708
WOODS
is 64 ROAD TAYLORS 1191
GAP RALEIGH
INTp gSa30-254 ROAD MTN.TRAIL
HWY B V-4j45
�, 46
P_•_--. S38 °50'S1"E•North 3899602 IRON 97.97'
East 11444784 ,FOUND KEY MAP & VICINITY MAP
STREAM SCALE: 1" = 2000'+/-
N19 °18'56"W �� IRON
iE
92.03' FOUND
15"MAPLE
SS6.
IRON 19• HEALTH DEPARTMENT COPY
FOUND STREAM 99 F NOT FOR RECORDATION
AT 9.96' BUFFER yj
1
co
IRON North 3899265
D PROPOSED FLAG FOUND East 11445238
2C o SEPTIC a �O DRAINFIELD /` '\� ,SOP
cn
T.M.73-31C1
Drainfi&d FLAG ; LA t f 0Seti primary ROBERT V.FINLEY & CYNTHIA H.FINLEY
cn 2D FLAG G: 2B kin. i.., D.B.3415-179 & 180 PLAT
2E FLAG FLAG O D.B. 1625-65 PLAT
zF v D.B. 1412-633. 635 PLAT
IgYll co o. O
Lo i '/ :1 House Site
„ 1 ■ 5. 00 ACRES "5-\I ,r•
Z cc s
osed We %ite
° �'W °3 „� IRON
cr s '� ,g0 SET
ps. 06250'10 \ c1N
IRON 2 \\ A-pv
SET \ co tp T
9 \ cw� � \\
I
RON N N
\ FOUND
N 6 Existing Well
FOUND LOT 1 \ 6 j,
5. 00 ACRES . �.
T.M.73-31C \ ETC,,
KISHORE J.SHAH AND SONAL K.SHAH, \ ,NEW 30 WIDE
TRUSTEES OF THE SHAH FAMILY TRUST P r'4,•sed Well Si PRIVATE STREET EASEMENT
D.B.3591-110 n • "'`F
D.B.3364-157, 161 & 160 PLAT D,
\
D.B. 1890-587 PLAT W� \ SET
I PROP' ED \ S20 °39' 13"E
SEPT C 248.53'
//11���+/"��,/ '{ {'y • ••AINF,. FLAG \
Pros/ House AREA SB \ \
N15 °30'21"W
FLAG iii- Pp, \ \ 249.64'
cs" 1 °00\ EXISTING GRAVEL ENTRANCE
THIS PLAT NOT FOR RECORDATION \
p{( d � TlE? 0�� " it; o; \
COPY SHOWING CONTROL POINTS IF
FLAG ' F1CG\ /
FLAG ' FLAG '' FOUND East 11445785
TO SUBMETER ACCURACY North 3897836 IRON 1D�
TIED TO NORTH AMERICAN East 11445547 FOUND i -- - - 111 569 °04'46"W
DATUM OF 1983 (NAD83) - IRON 22.40'
VIRGINIA SOUTH SPC OVERHEAD IRON SET
FOUND
UTILITY LINE
S69 °04'46"W
48.34'
S74 °12'27"W
179.27' STATE ROUTE 637
DICK WOODS ROAD
VARIABLE WIDTH R/W
FOR HWY P B4 I X-200
REVIEW
Scale 1"=200' °- Soil Profile Hole
House, Well and Drain Field Sites
Lots 1 and 2
SCALE: 1 " = 200 A Division of TM 73-31C2
DATE: JANUARY 22, 2015 Albemarle County, Virginia
Steve Gooch Consulting Geologist
703 Oliver Creek Road
Troy, Virginia 22974
ROGER W.RAY & ASSOC., INC.
1717-1B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
GL TELEPHONE: (434) 293-3195 SHEET 2 OF 2 14280A