HomeMy WebLinkAboutSUB201500164 Approval - Agencies 2015-10-06 'f11‘.0 maim
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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
October 6,2015
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 87, Parcel 54 located in
Albemarle County,Virginia.
Dear Ms. Ray:
On September 29,2015,the County of Albemarle requested that 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; 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.
- -
ito
Step en Bi a :o
Enviro tal Health Specia ' .
Onsite S wage and Water Pr a rams
ALg�,, /J (��j
$�I I I X111 �r9 I f 12_0 "
44660,11:44.-
RECEIVED
COUNTY OF ALBEMARLE OCT 2015
Department of Community Development
401 McIntire Road,Room 227 Charlottesville/Albemarle
Charlottesville,Virginia 22902-4596 Health Department
Phone(434)296-5832 BY: Ear-4434922-4126
Facility Name:
Date: 9/29/15
Teresa Batten
r
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2015-00164 4276 Burton Lane (Residue)-Final Subdivision
Date Submitted: 9/29/15
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide Tax Map 87 Parcel 54.
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,
Ellie Carter Ray, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, VA 22902
eras,, albemarle.org
(434)296-5832, ext 3432 phone
(434)972-4126, fax
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
September 28, 2015
Mr. Rill 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 2 and
A Division of TMP 87-54 (Residue)
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 I/ronerty. `v e reauest that you forward tvvo (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.
Steve Gooch
Soils Study for Drain Field Sites
Lots 2 and 3
A Division of Tax Map 87-54 (Residue)
Albemarle County
Prepared for:
Gwendolyn Carter-Johnson
7104 Meadow Rue Terrace
Upper Marlboro, MD 20772
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
September 28, 2015
Page 1 of 5
OSE/PE Report for:
*ow- Construction Permit I I Certification Letter I I Subdivision Approval C
Property Location:
911 Address: 4276 Burton Lane City:
Lot 2 Section Subdivision
GPIN or Tax Map# 87-54 (Residue) Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Gwendolyn Carter-Johnson
street: 7104 Meadow Rue Terrace
City:Upper Marlboro State MD Zip Code 20772
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 9/28/15 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.
INThe 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): nstruction permit❑ certification letter subdivision approval IN
be(select one)issued denied U.
New-
OSE/PE Signature Date '7/2
Pays Z
Soil Profile
Reserve Drain Field
Lot 2
A Division of Tax Map 87-54 (Residue)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-4 A Brown(7.5YR 5/4) clay loam 3
4-18 BC Yellowish red(5YR 5/8) sandy clay loam 2
18-36 C Yellow(10YR 5/8) sandy loam with gneiss fragments 2
36- Cr
B 0-5 A Brown(7.5YR 4/2) loam 2
5-10 BE Brown(7.5YR 5/4)clay loam 3
10-37 BC Red(10R 5/8) silty clay loam and yellowish red 3
(5YR 5/8) sandy loam
37- Cr
C 0-5 A Brown(7.5YR 4/2) loam 2
5-10 BE Brown(7.5YR 5/4) clay loam 3
10-36 BC Red(10R 5/8) silty clay loam and yellowish red 3
(5YR 5/8) sandy loam
36- Cr
D 0-3 A Brown(7.5YR 5/4) clay loam 3
4-19 BC Yellowish red(5YR 5/8) sandy clay loam 2
19-36 C Yellow(10YR 5/8) sandy loam with gneiss fragments 2
36- Cr
E 0-3 A Brown(7.5YR 5/4)clay loam 3
3-10 E Light yellowish brown(10YR 6/4) sandy loam 2
10-27 CB Yellowish red(5YR 5/8) sandy clay loam 2
27-38 C Yellow(10YR 7/8) sandy loam with gneiss fragments 2
38- Cr
Page 3 of 5
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/28/15 Submitted to Albemarle County Health Department
Applicant Gwendolyn Carter-Johnsonn Telephone Number
Address 7104 Meadow Rue Terrace Upper Marlboro, MD 20772
Owner same Address same
Location 4276 Burton Lane
Tax Map 87-54(Residue) Subdivision
Block/Section Lot Lot 2
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IX Yes p No
Describe side slope
2. Slope 9 %
3. Depth to rock or impervious strata: Max. 38" Min. 36" None
4. Depth to seasonal water table(gray mottling or gray color) x No P Yes inches
S. Free water present IX No r Yes range in inches
*`"6. Soil percolation rate estimated IR Yes Texture group I II III IV
No Estimated rate 55 min/inch
7. Permeability test performed 1 Yes
fX No
If yes, note type of test performed and attach
Xx Site Approved: Drainfield to be placed at 18" depth at site designated on permit.
I— Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. I— Insufficient depth of suitable soil over hard rock.
3. P Insufficient depth of suitable soil to seansonal water table.
4. I Rates of absorption too slow.
5- f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. i— Proposed system too close to well.
7- P Other Specify
(attach additional pages if necessary)
1941c- 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 ❑ primary ry and reserve area, ❑ only the primary area, C'only the reserve
area(check one)for_Lot 2 —A Division of TM 87-54(Residue).
Design Basis
Total length of available area: 50' Total width of available area: 30'
Estimated Perc.Rate: 55 at 18" in. (depth) Number of bedrooms(or GPD): 3
Conveyance Methods: 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: 186 Total trench bottom area required: 558
Area Calculations
Number of trenches 4 Length of trenches: 50_ '
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 30' Total trench bottom area provided: 600
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
. o L'
. vv.La 4 t t.) - 5
la
co
L5 S;51.05'15" W 46.33 c., je-`
0gcc`-' I _ 1 `�'t Li ?MP
L6 N;11'59'16" W 42.25' o< Li. - DOUCLA
,(,� N`03'28'24' E 5284` 0 56" POPS: DB 44�
1
E� O �. t t 1 , : t I "t'., ''<<,,,;_ PF 0 25' ~--__
N t 53 31'49'° E 16.87' �- iii /
19 A,,2035'03" W 7.63' E,, tr T�,y
0" ACRES
-10 N,60'03'03' W 15.7.W sting eJI -F M
L11 lj 04`31'37` E 9.99' "C. ` `• r 1 it
Sa939'24"W a ,yy= �J
-12 N151'43'30" E 24.70' 100.66` *� � 7
IPF - ran
_13 ' N13410'281' W 44.16' ,n.�s. \\ '`" ..
.14 N:6226'34' W 9.64' = c FEW
.15 N 2418'50' W 25,59' iPS { ,'.IPS
S51-36.1 0"E 199.11'
-16 N {0235'37' W 14.60' LOT 2
s
P `; 1.501 ACRES
17 N;4117'20" W 12.37' ;
E)dsting ` `:
47.3' ' ; °° _A? 'RILL, NICOLE
�-- MICHAEL GIORDAIG
w 1 STORY FRAME 1 11B 4262 PC 46C
o # 42�6
IN
118:, z
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• _. 5+038'49"W 188.39'
LOTI
CD.11 Mfg PC tom): c�y�
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�DEND Scale 1"= 100' .-- Soil Profile Hole z - ki Site
F IRON PIN House, Well and Drain Field Sites ---.... i
Rive
S IRON PIN Lot 2 ._ .`_`
J
I
A Division of TMP 87-54 (Residue) 15'59 4W - `'
3 Albemarle Conn ,Virginia 81.64'• °
i Steve Gooch Consulting Geologist Q` •
1 703 Oliver Creek Road i ti
I
Troy, Virginia 22974 I L4 #, -
i~ 75;17 je"PF IPF
Page 1 of 5
OSE/PE Report for:
Construction Permit ri Certification Letter [1 Subdivision Approval C
Property Location:
911 Address: 4276 Burton Lane City:
Lot 3 Section Subdivision
GPIN or Tax Map# 87-54 (Residue) Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Gwendolyn Carter-Johnson
Street: 7104 Meadow Rue Terrace
City:Upper Marlboro State MD Zip Code 20772
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 9/28/15 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.
NIThe 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): nstruction permit❑ certification letter subdivision approval 12
be(select one)issued Q denied u
OSE/PE Signature Date [ lI Z0/5'"
Pa- Z
Soil Profile
Lot 3
A Division of Tax Map 87-54 (Residue)
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-2 A Dark gray(10YR 4/1) loam 2
2-8 BE Brown(7.5YR 4/4) sandy clay loam 2
8-38 Bt Light red(2.5YR 6/8) sandy clay loam 2
38-84 CB Dark yellowish brown (10YR 4/6) schist saprolite, crushes 2
to loam,w/red(2.5YR 5/8) clay loam
B 0-2 A Dark gray(10YR 4/1) loam 2
2-7 BE Brown(7.5YR 4/4) sandy clay loam 2
7-43 CB Yellowish red(5YR 5/8) sandy loam, w/red 2.5YR 5/8) 2
clay loam
43- Cr
C 0-3 A Dark gray(10YR 4/1) loam 2
3-10 BE Brown(7.5YR 4/4) sandy clay loam 2
10-17 Bt Red(10R 5/8) clay loam 3
17-34 C Yellowish red(5YR 5/8) sandy clay loam w/gneiss 2
fragments below 30"
34- Cr
D 0-3 A Dark gray(10YR 4/1) loam 2
3-6 BE Brown(7.5YR 4/4) sandy clay loam 2
6-22 Bt Red(2.5YR 5/8)silty clay loam 3
22-45 Bt2 Light red(2.5YR 6/8)clay loam 3
45-58 C Reddish yellow(5YR 6/8) sandy loam 2
58- - Quartz
E 0-2 A Dark gray(10YR 4/1) loam 2
2-8 BE Brown(7.5YR 4/4) sandy clay loam 2
8-30 BC Yellowish red(5YR 5/8) sandy clay loam 2
30- Cr
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/28/15 Submitted to Albemarle County Health Department
Applicant Gwendolyn Carter-Johnsonn Telephone Number
Address 7104 Meadow Rue Terrace Upper Marlboro, MD 20772
Owner same Address same
Location 4276 Burton Lane
Tax Map 87-54(Residue) Subdivision
Block/Section Lot Lot 3
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? Tx Yes E No
Describe side slope
2. Slope 12 %
3. Depth to rock or impervious strata: Max. 84"+ Min. 30" None
4. Depth to seasonal water table (gray mottling or gray color) X No P Yes inches
5. Free water present IX No f Yes range in inches
. Soil percolation rate estimated Ix Yes Texture group I II III IV
r No Estimated rate 60 min/inch
7. Permeability test performed 7 Yes
IX No
If yes, note type of test performed and attach
Xc Site Approved: Drainfield to be placed at 18" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. P Position in landscape subject to flooding or periodic saturation.
2. P Insufficient depth of suitable soil over hard rock.
3. P Insufficient depth of suitable soil to seansonal water table.
4. (- Rates of absorption too slow.
5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Fr Proposed system too close to well.
7. P Other Specify
(attach additional pages if necessary)
PaT__ 7 2
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 glicimary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for Lot 3 —A Division of TM 87-54(Residue).
Design Basis
Total length of available area: 50' Total width of available area: 100'
Estimated Pere.Rate: 60 at 18" in.(depth) Number of bedrooms(or GPD): 3
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: 203 _ _ Total trench bottom area required: 1218
Area Calculations
Number of trenches 10 Length of trenches: 50'
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 84' 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.
Page of
AOSE Form E Revised July 18,2007
L'r J LO L I UV 47 ai,ly _ —
L5 S 51115'15' W 46.33' ' cv �u5� d�
- , :''l ti
L6 i N'11'59'16" W 42.25' . �+ L1`±"
N 3 0< L� ,. �.-- DOUGLAS,
17 N 03'28'24' E 52.84' `E.:?, 77-*. 56" POP t: _-``- DB 4441
L� N 53'31'49" E 16.87' f .' `� ,; PF O 25' �''�.
L9 X1;2035'03" W 7.63' C' . L T
-10 N 60'03'03' W 15.71 " t1sting gteir : PF eNs.,
L11 N 0411'37" E 9.99' n s
}. 539'39'24"W r`
; ry • Reserve)
-12 Ni 51'43'30" E 24.70' 100.66' f� ffi
G 1PF , ''. `��4 x if
_13 N 34'10'28" W 44.16' aims \ '� 'x.: ':
.14 N ;6226'34' W � +e•m FIELD
9.64'
IPS . . . ... _ . . . . ;„' 1PS
.15 N€2418'50” W 25.59' S51'36'10°E 199.11'
.16 N ;02'35'37" W 14.60' • • • : • LOT 2
9 ,1 ACRES
.17 .. f io `; 1.5U1 h
N;41'17'20" W 12.37' .'k--- , `''•Now r:.
Exists Well--,. . -(671-\, : r OR 'r'
1 47.3 1 STORY-, ,- gl FRAME AtVERILL, NICOLE
- .., MICHAEL GIORDAN
w DB 4262 PG 460
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0 '► N
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(4%elkwo
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- LOT 1
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Scale 1"= 100' 517a¢4- Soil Profile Hole s � =` -
?CEND House, Well and Drain Field Sites - _ :.`:. E • . . : • Drainfield Site
F IRON p Lot 3 ( and Reserve)
S IRON P A Division of TMP 87-54(Residue) .
Albemarle County,Virginia -ti
Steve Gooch Consulting Geologist 81.64' - -,=..
703 Oliver Creek Road Pr
Troy, Virginia 22974
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