HomeMy WebLinkAboutSUB201500017 Approval - Agencies 2015-02-14 Abu °"?,.,,=, i t0 MFtLJ,,k
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COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
State Department of Health ff FLE CO NA COUNTY RDSVI LE)
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 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 31C(Lot Al and Lot A2)
located in Albemarle County,Virginia.
Dear Mr. Perez:
On March 1 1,2015,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
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,
jjJ
Travis T.Davis,OSE
Environmental Health Specialist, Sr. .
oo A
. 4411111411
Ices sr' "
11451 d-11,1 r1))
COUNTY OF ALBEMARLE
L UI S Department of Community Development
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
Charlottesville,VA 22906
RE: SUB201500017—Kishore J Shah—final
(Plat titled: "Subdivision plat lot Al and Lot A2 a division of Lot A...")
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide [Lot A]. This project requires Health
Department approval before receiving final County approval. The applicant has provided soils information for the
proposed 6.69 acre Lot Al and the 7.87 acre Lot A2,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,
Christopher P. Perez
Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3443
email: cperez@albemarle.org
PA EPIC DO'
Soils Study for Drain Field Sites
Lots Al and A2
A Division of Lot A
A Portion of Tax Map 73-31C
Albemarle County
New
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 14, 2015
Page 1 of 8
OSE/PE Report for:
Construction Permit ' 1 Certification Letter Subdivision Approval I• I
Property Location:
911 Address: City:
Lot Al Section Subdivision
GPIN or Tax Map# 73-31C (Portion) 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#
Address
City State Zip Code
Date of Report 2/14/15 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.
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): onstruction permit certification letter subdivision approval ig be(select one)issued Q denied .
OSE/PE Signature �7 f QJ/� P07) Date Z i/`t Il5
Soil Profile
Primary Drain Field
Lot Al
A Division of Lot A
Now T.M. 73-31C (Portion)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
B 0-5 A Brown(7.5YR 5/4) clay loam 3
5-24 BE Yellowish red(5YR 5/8) silty clay loam 3
24-60 Bt Red(10R 5/8) silty clay loam 3
60-88 Bt2 Red(2.5YR 5/8) clay loam 3
88-120 CB Reddish brown(2.5YR 5/4) loam 2
C 0-2 A Brown(7.5YR 5/4) clay loam 3
2-21 BE Yellowish red(5YR 5/8) silty clay loam 3
21-40 Bt Red (10R 5/8) silty clay loam 3
40-89 Bt2 Red(2.5YR 5/8) clay loam 3
89-120 C Yellowish brown(10YR 5/8) sandy loam 2
D 0-4 A Brown(7.5YR 5/4) clay loam 3
4-25 BE Yellowish red(5YR 5/8) silty clay loam 3
25-54 Bt Red(1OR 5/8) silty clay loam 3
54-100 Bt2 Red(2.5YR 5/8) clay loam 3
Noisy 89-120 C Yellowish brown(10YR 5/8) sandy loam 2
E 0-5 A Brown(7.5YR 5/4) clay loam 3
5-68 Bt Red(10R 4/8) silty clay loam,yellow(10YR 7/8)mottles 3
68-90 Bt2 Yellowish brown(10YR 5/8) silty clay loam, sub rounded 3
quartz gravel @ 84"
90-120 BC Reddish brown(2.5YR 5/4) clay loam 3
H 0-7 A Brown(7.5YR 5/4)clay loam 3
7-72 Bt Red(10R 4/8) silty clay loam 3
72-90 Bt2 Red (2.5YR 5/8) clay loam, mica 3
90-102 BC Red(2.5YR 5/8) clay loam and strong brown(7.5YR 5/8) 3
loam
102-120 C Dark yellowish brown(10YR 4/6) sandy loam 2
Page _ of
Appendix 2
Soil Summary Report
,,air GENERAL INFORMATION
Date 2/14/15 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 73-31C Subdivision
Block/Section Lot Al
SOIL INFORMATION SUMMARY - Pn,rage7 oaf( ieji
1. Position in landscape satisfactory? f Yes - No
Describe side slope
2. Slope 5 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) X No P Yes inches
Free water present X No Yes range in inches
irr
6. Soil percolation rate estimated X Yes Texture group I II 0 IV
F No Estimated rate 55 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 102" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. r 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)
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 ❑ primary and reserve area, ['only the primary area, ❑ only the reserve
area(check one)for Lot Al —A Division of Lot A(A Portion of TM 73-31C)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 75'
Estimated Perc.Rate: 55 at 102" 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: 412 Total trench bottom area required: 1648
i.r
Area Calculations
Number of trenches 6 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 48' Total trench bottom area provided: _,1800
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
Soil Profile Pub- he
Reserve Drain Field
Lot Al
A Division of Lot A
T.M. 73-31C (Portion)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-4 A Weak red(10R 4/3) clay loam 3
4-24 BE Strong brown(7.5YR 5/8) clay loam 3
24-54 Bt Red(10R 4/8) silty clay loam 3
54-90 Bt2 Red(2.5YR 5/8) clay loam 3
54-120 C Yellowish brown(10YR 5/8) loam 2
B 0-5 A Brown(7.5YR 5/4) clay loam 3
5-24 BE Yellowish red(5YR 5/8) silty clay loam 3
24-60 Bt Red(10R 5/8) silty clay loam 3
60-88 Bt2 Red(2.5YR 5/8) clay loam 3
88-120 CB Reddish brown(2.5YR 5/4) loam 2
E 0-5 A Brown(7.5YR 5/4) clay loam 3
5-68 Bt Red (10R 4/8) silty clay loam,yellow(10YR 7/8) mottles 3
68-90 Bt2 Yellowish brown(10YR 5/8) silty clay loam, sub rounded 3
quartz gravel @ 84"
90-120 BC Reddish brown(2.5YR 5/4)clay loam 3
F 0-5 A Brown(7.5YR 5/4) clay loam 3
5-45 Bt Weak red(10R 4/4) silty clay 4
45-84 Bt2 Red(10R 4/8) silty clay loam, mica 3
84-120 BC Red(2.5YR 5/8) clay loam and strong brown(7.5YR 5/8) 3
loam
G 0-5 A Brown(7.5YR 5/4) clay loam 3
5-45 Bt Weak red(10R 4/4) silty clay 4
45-120 Bt2 Red(10R 4/8) silty clay loam, mica 3
Page (v of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 2/14/15 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 73-31C Subdivision
Block/Section Lot Al
SOIL INFORMATION SUMMARY - �'11e� 0041vt ,FepeC
1. Position in landscape satisfactory? !X Yes No
Describe side slope
2. Slope 5 %
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
. Soil percolation rate estimated iX Yes Texture group I II II IV
No Estimated rate 75 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 102" 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 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, O'only the reserve
area(check one)for Lot Al —A Division of Lot A(A Portion of TM 73-31C)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 65'
Estimated Perc. Rate: 75 at 102" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Pump Distribution method (specify): Pump
3c
Dispersal system basis GMP 118A LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 255 _ Total trench bottom area required: 1020
liftarr
Area Calculations
Number of trenches 6 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 48' Total trench bottom area provided: 1800
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.
New
Page of
AOSE Form E Revised July 18,2007
oQ - IRON North 3899362 HEALTH DEPARTI
SET East 11444886 NOT FOR RECC
North 3899279 IRON Proposed D�ft�see
_ East 11444721 SET 1 (Prima;),and Rese .73-31C2
�, LOT 2
CD C est ISHORE J.SHAH
A SONAL K.SHAH,
w . RUSTEES OF THE
o F. AH FAMILY TRUST
Lr cn `r o, D.B.
al D.B.3591-110
D.B. 1625-65 PLAT
D
i
T.M.73-31C
LOT B cp ProPojkd r.en Site
KISHORE J.SHAH cs)
& SONAL K.SHAH, LOT A2 �'�a?
TRUSTEES OF THE
SHAH FAMILY TRUST 7.87 ACRES
D.B. •
D.B.3591-110 is iti,: i Well 3f
0.8.3364-161
;' .y
D.B.3364-160 PLAT o IRON
D.B.3364-157 SET,
D.B. 1890-587 PLAT PROPOSED
03 SEPTIC
Tr DRAI ELD N
N ; 1;t� r{l - - ItQ T.M.73-31C2
�T I�Q REVISED LOT 1
'1 KISHORE J.SHAH
o Prpposed T FLAG �r co,51\i
AND SONAL K.SHAH.
to LJ
d T '�' . 2F w TRUSTEES OF THE
'n�AIY 8 Res: A Y,:k...>'-*gm
s IRON SHAH FAMILY TRUS1
kik D.B.
OVERHEAD °FLAG SET N 0.8.3591-110
UTILITY A2C 19 ti 'C, D.8. 1625-65 PLAT
LINE 6.OFj' •' `'
N6 a22' \ IRON i a is. f Well E
set o�\ SET • NEW 30 `WIDE
PRIVATE SIRE
\‘
,,•3°_,--;
,..b:•6� RON �� � EASEMENT
2 SET .o
T.M.73-31D SET
2 PIPE , LOT Al °4F x�.•,''co
IICHAEL JOSEPH WEBER, 0o ;,
FOUND Mai i`ti! ` - \ F PrVosed
TRUSTEE OF THE ''S o • • `f
AVID CARL WEBER TRUST o a►. GE „ -, PTI • • • •`• -^ ,. - 4 Primal's:
PRDa�.a�
0.8.3364-161 •0 �. •i. -�I..! A, • i i - ,
0.8.3364-160 PLAT . / IRs� North
.3364-157, D.8.2693-446 i : d .F . •' co,.. . �i_,,, pp� /� s T East 1:
D.B.660-37 PLAT. �,-' IRON * ,;-.10\--- 'c s, s 21
FLAG r / d'
a►�. FLAB MA p0 ,-
Scale 1"=200' - Soil Profile Hole SOU p��y MD �,d Aie ISC2';; C '
House, Well and Drain Field Sites 73_31A - FL
s BLDALL1b F ��Ak-INS
Lot Al . J.WEBER POLE f, F _ ,�-y;�'1 • QII
A Division of Lot A N P.WEBER F
) .f• .'i,_. ' • _.' .. ON
TM 73-31C(Portion) �� F �
Albemarle County,Virginia ' orttfi 3897713�'' �/� EXISTING STATE ROUTE
Steve Gooch Consulting Geologist East 11445135 \,� GRAVEL
• p� DRIVEWAY DICK WOODS R
703 Oliver Creek Road VARIABLE WIDTF
'? ,Virginia 22974 .,x'Q` D.B.643-55
p jra HWY.P.B.IX
ES ALONG FRONTAGE
STATE ROUTE 637 COURSES ALONG NEW FOP
30
.WIDE
STREET EEASEMENT REV II
Page 1 of 5
OSE/PE Report for
Construction Permit 11 Certification Letter fi Subdivision Approval IN
Property Location:
911 Address: City:
Lot A2 Section Subdivision
GPIN or Tax Map# 73-31C (Portion) 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#
fir.► Address
City State Zip Code
Date of Report 2/14/15 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 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 permit❑ certification letter subdivision approval is
'rrr.• be(select one)issued Q denied❑.
OSE/PE Signature i y� Date Z(�(fit-5-
Soil Profile
Lot A2
A Division of Lot A
T.M. 73-31C (Portion)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-8 A Reddish brown(2.5YR 4/3) clay loam 3
8-48 Bt Red(10R 5/8) silty clay loam 3
48-84 C Yellowish red(5YR 5/8) loam, mica 2
B 0-9 A Reddish brown(2.5YR 4/3) clay loam 3
9-46 Bt Red(10R 4/8) silty clay loam 3
46-67 Bt2 Red(2.5YR 5/8) clay loam 3
67-84 C Reddish brown(5YR 5/4) sandy loam 2
C 0-6 A Reddish brown(2.5YR 4/3)clay loam 3
6-44 Bt Red(10R 5/8) silty clay loam 3
44-84 C Strong brown(7.5YR 5/8) sandy loam 2
D 0-9 A Reddish brown (2.5YR 4/3)clay loam 3
9-28 Bt Red(10R 4/8) silty clay loam 3
28-53 Bt2 Red(2.5YR 5/8) clay loam 3
53-84 C Dark yellowish brown(10YR 4/6) loam,mica 2
E 0-10 A Reddish brown(2.5YR 4/3)clay loam 3
10-47 Bt Red(10R 4/8) silty clay loam 3
47-64 Bt2 Red(2.5YR 5/8) clay loam 3
64-84 C Dark yellowish brown(10YR 4/6) loam, mica 2
F 0-10 A Reddish brown(2.5YR 4/3)clay loam 3
10-46 Bt Red(10R 4/8) silty clay loam 3
46-67 Bt2 Red(2.5YR 5/8) clay loam 3
67-84 C Yellowish red(5YR 5/8) loam 2
Noir
Page 3 of
Appendix 2
Soil Summary Report
%or GENERAL INFORMATION
Date 2/14/15 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 73-31C (Portion) Subdivision
Block/Section Lot A2
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? X Yes No
Describe side slope
2. Slope 9 %
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 IX No Yes range in inches
',gor
6. Soil percolation rate estimated iX Yes Texture group I II ® IV
No Estimated rate 55 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
(attach additional pages if necessary)
Pc*._ 0J -
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 I4rimary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for_Lot A2 —A Division of Lot A(A Portion of TM 73-31 C)(Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 120'
Estimated Perc.Rate: 55 at 60" in. (depth) Number of bedrooms(or GPD): 4
i 2
Conveyance Method : Gra:7ipt 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
t
_V) A.E IRON North 3899362 HEALTH DEPARTM
'o
SET East 11444886 NOT FOR RECOJ
North 3899279 IRON Proposed Drainfiekl Site
East 11444721 SET LI (Primary and Resew
.73-31C2
m LOT 2
co ol
o ISHORE J.SHAH
x is A SONAL K.SHAH,
RUSTEES OF THE
o `� --. AH FAMILY TRUST
cn a) ‘.1\ .. D.B.
a! 0.B.3591-110
a
D.B. 1625-65 PLAT
T.M.73-31C rryP Well Site
LOT B m
KISHORE J.SHAH �� •
& SONAL K.SHAH. LOT A2 .rte
TRUSTEES OF THE
SHAH FAMILY TRUST 7. 87 ACRES
D.B.
D.B.3591-110 s fits, : $ We
0.8.3364-161 mi ° IRON
0.8.3364-160 PLAT
0.8.3364-157 co SET,-�
D.B. 1890-587 PLAT ,..- rn pRoposED
7s DRAI,. 0.D N
N 1'I .L: • IF - Sik) T.M.73-31C2
REVISED LOT 1
c A- '1 °. KISHORE J.SHAH
�n FuG �r AND SONAL K.SHAH,
�tf AsD1-f t t ,� A2F W
TRUSTEES OF THE
'�nmafv and Re - FLAG ,`�� `` Ate O t SHAH FAMILY TRUST
Ate IRON �� D.B.
, ir, OVERHEAD ® ,G SET N 0.8.3591-110
UTILITY An . 1'! E 'cn 0.8. 1625-65 PLAT
LINE N 6.05 1� +'. Well�' A22' \ IRON a Yrell site
30 s. °,�� SET ° NEW 30 'WIDE
05h 6,4 a�N �? �� 01 PRIVATE STREE
``, IRON N4 2�1 .- SET ,00 • ��, EASEMENT
T.M.73-31D 2 SET PIPE _ LOT Al f, x�•. c'"s ,�,,,,,,,����
ICHAEL JOSEPH WEBER, ., �i P� .1+�+
TRUSTEE OF THE sue•
FOUND i i i'.� 1
AVID CARL WEBER TRUST `so°a+, E _ I" � . . ��rttll8l�l8'
0.8.3364-161 -°c>43, t ,Gt{ i _ ' . _ .ti _ • z,.__
D.B.3364-160 PLAT ; •
.3364-157, D.B.2693-446 , 1- �4.2 ' 's co A A9 �', i 0b w ��∎9 �� . - T East h11 0,9 0.8.660-37 PLAT.
Scale 1"=200' - Soil Profile Hole v�9�A, ,'� 1, IS(.2:,:,..41* _;- '-/
House, Well and Drain Field Sites 4 FL METAL L 1 ,, F ZEE
73-31A A!c 8LO b•'- - .��rp11.
Lot A2 J.WEBER POLE v_F - :;;- F " i well
A Division of Lot A N P.WEBER i. , F
TM 73-31C (Portion) le'' " = • . •'� ON L F
Albemarle Court ,Vir:' 'a MI O eA 3897713z', EXISTING STATE ROUTE
Steve Gooch Consulting Geologist East 11445135 ��.�� DRIVEWAY DICK WOODS RC
703 Oliver Creek Road '� VARIABLE WIDTH
T Virginia 22974 tix1.'Q. 0.8.643-55;
`.. 0.5 HWY.P.B.IX-2
=S ALONG FRONTAGE
STATE ROUTE 637 COURSES ALONG NEW FOR
(1) ST E PRIVATE
STREET EASEMENT REVIE