HomeMy WebLinkAboutSUB201400006 Approval - Agencies 2014-01-10In Cooperation with the
State Department of Health
t'I
COMMONWEALTH of VIRGINIA
Thomas.Jefferson Health District
1138 Rose Hill Drive
Phone (434) 972 -6219 P. 0. Box 7546
Fax (434) 972 -4310
Charlottesville, Virginia 22906
January 30, 2014
Ellie Carter Ray, Senior Planner
Department of Community Development
Division of Zoning and Current Development
401 McIntire Road
Charlottesville, Virginia 22902 -4596
ALBEMARLE - CHARLOTTESVILLE
FLUVANNA COUNTY (PALMYRA)
GREENE COUNTY (STANARDSVILLE)
LOUISA COUNTY(LOUISA)
NELSON COUNTY (LOVINGSTON)
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite
Sewage Systems as part of a division of Tax Map 55 Parcel 23 located in Albemarle
County, Virginia.
Dear Ms. Ray:
On January 15, 2014, 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: Stephen P. 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,
Travis T. Davis
Environmental Health Specialist, Sr.
oe
i', ' t, ,lico - ,„ 1 0". 1
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Soils Study for Drain Field Sites
Parcels 1-3
A Rural Division of Tax Map 55-23
The Marjorie M. Milliman Property
Albemarle County
.....„
Prepared for:
Marjorie M. Milliman
P.O. Box 66
Crozet, Virginia 22932
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy,Virginia 22974
January 11, 2014
.......
Page 1 of 5
OSE/PE Report for:
Construction Permit I I Certification Letter [1 Subdivision Approval 171
l
ps
Property Location:
IT-
911 Address: 6577 Jarmans Gap Road g= ;" : �; t *4!
Lot 1 Section Su tston it Im=n P ••erty ' `
GPIN or Tax Map# 55-23 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Marjorie Milliman
Street: P.O. Box 66
City:Crozet State Virginia Zip Code 22932
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 1/11/14 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.
1-1-11 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 5
be(select one)issued 0 denied .
.r `/
OSE/PE Signature 5�'�ac?� [l Date [thy
Puy` 2 i -
Soil Profile
Reserve Drain Field
Parcel 1
A Division of Tax Mail, AParelc237 �A ., 'k
,., Albemarle C (1; A 0 t
ki -*4
Hole Depth Horizon Material Description r Soil Texture
(in.) Group
17 0-6 A Reddish brown(2.5YR 4/3) clay loam 3
6-60 Bt Red (10R 5/8) silty clay loam 3
18 0-6 A Reddish brown(2.5YR 4/3) clay loam 3
6-42 Bt Red(10R 5/8) silty clay loam with gravel and cobbles 3
below 36"
42- - 50%+gravel and cobbles
19 0-6 A Reddish brown(2.5YR 4/3) clay loam 3
6-38 Bt Red(10R 5/8) silty clay loam with gravel and cobbles 3
38- - 50%+ gravel and cobbles
20 0-7 A Reddish brown(2.5YR 4/3) clay loam 3
7-42 Bt Red(1 OR 5/8) silty clay loam with gravel and cobbles 3
below 36"
42- - 50%+ gravel and cobbles
21 0-6 A Reddish brown(2.5YR 4/3) clay loam 3
6-46 Bt Red(10R 5/8) silty clay loam with gravel and cobbles 3
below 40"
46- - 50%+ gravel and cobbles
22 0-4 A Reddish brown(2.5YR 4/3) clay loam 3
4-48 Bt Red(10R 5/8) silty clay loam with gravel and cobbles 3
below 40"
48- - 50%+gravel and cobbles
23 0-5 A Reddish brown(2.5YR 4/3) clay loam 3
5-38 Bt Red(1OR 5/8) silty clay loam with gravel and cobbles 3
38- - 50%+gravel and cobbles
24 0-4 A Reddish brown(2.5YR 4/3)clay loam 3
4-48 Bt Red(10R 5/8) silty clay loam with gravel and cobbles 3
below 44"
48- - 50%+gravel and cobbles
Page 3 of
Appendix 2
Soil Summary R $ ort g
GENERAL INFORN ,;,s �: <RR .
Date 1/11/14 Submitted to
Albemarle County —Hea Dep rtmen
Applicant Majorie Milliman Telephone Number (434) 823-4810
Address P.O. Box 66 Crozet,Virginia 22932
Owner same Address same
Location 6577 Jarmans Gap Road
Tax Map 55-23 Subdivision Milliman Property
Block/Section Lot 1
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? I—X Yes I— No
Describe side slope
2. Slope 12 %
3. Depth to rock or impervious strata: Max. 60"+ Min. 38" None
4. Depth to seasonal water table(gray mottling or gray color) R. No E Yes inches
5. Free water present f No r Yes range in inches 18-30"
3. Soil percolation rate estimated (X Yes Texture group I II doo IV
,..► (� No Estimated rate 90 min/inch
7. Permeability test performed r Yes
R. No
If yes, note type of test performed and attach
R. Site Approved: Drainfield to be placed at 6" depth at site designated on permit.
f Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. E Insufficient depth of suitable soil over hard rock.
3. E Insufficient depth of suitable soil to seansonal water table.
4. I— Rates of absorption too slow.
5. I" Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. f Proposed system too close to well.
7. f Other Specify
(attach additional pages if necessary)
POT.- y 07-5
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, my the reserve
area(check one)for Parcel 1 —A Division of TM 55-23 (Pro. qt ID .
le r : ,
Design Basis v _ ° ' 4 "
Total length of available area: 100' Total width of available area: 100'
Estimated Perc. Rate: 90 at 6� in. (depth) Number of bedrooms(or GPD): 3
Conveyance Methods 2
: Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4(LPD) LGMI required? No (Yes/No)
Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 424 Total trench bottom area required: 4464*
*includes 17% increase for slope
Now, Area Calculations
Number of trenches 23 Length of trenches:_100'
Width of trenches: 1" Center to center spacing: 2'
Reserve required?_This is reserve _ Percent reserve area required: 100
Total width of absorption area required 44' Total trench bottom area provided: 4600
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.
``o."` Page of
AOSE Form E Revised July 18,2007
�� P 0 N.D 1; �t!
r� / � at1F � �,
L33 \ 25.
l s.
\.3R ," IRON l32 '` :;;-1 2 10. 3�Cp,
t-7
L35 ,.. FOUND L9 Lg_ IS 4.go:
/ IRON f IRON--� IS ;; •i1 _ -
r, FOUND l CZ) FOUND e29 FLAG 4
EPA 6UFF�F IS
r ca CZ tr 93 #22 00,S A
,' .. 4 J . . ■ 4' FLAG
I 4,., Q - FLAG ;,..,eas. 928 X23 •ten.aC nn»�,� ,1.4
I . 'N4/4'(r)Ct 'C� X18 `� FLAG PROPOSED RESERVE
-ti Q r`o EXISTING HOUSE-_-- f``21 0.'93s FLAG DRAIN FIELD ^ .�
+,(ti,Z(-) i (') r i (APPROX.) 'J FLAG FLAG
([)U Lu Sr�d (D ® 424 p0
r rl:CC V . EXISTING WELL ...-67.._v CE
! r�� p)� v > (APPROX.)
' ' l•-• d • EXISTING DRAIN FIELD <0 P
m v-irr) (APPROX.)
�+ a 2ti
Y uP, IRON ..
�)p : FOUND
IRON FOUND
> ,/" �2 \\. AT 5.00' S7
(N?C∎- 317 B22'•t-
0) .,pp1),,94- CORNER FENCE ' PIPE
�n> j IN POST FOUND
. PARCEL 1
88. 50 ACRES
SiaEAM o
o
- -------
1.
,
15. Ss�". 4,;) T.M.55-29C 1
S`S9" 66 APPROX. 0' UNIMPROVED • �
LOCATION J
60. ' _ ROAD STREAM ��° ti�
el). -' ' N64 '25'44"W ;'
PIPE FOUND , t, 160.93'
AT 5.94' IRON
SET ,(1� ;C '
<<./ UNIMPROVED Z,
� c3 , Sr
�.. . , 02' ROAD co <'N`► = �/�,�
� 0 'r. � Cq� S9
/41 m IS ROCK 4I,(v WALL ' , ';!,
) ;;'Q` IS i?/1, ' LZ
Scale 1"= 300' .- Soil Profile Hole PARCEL 3 to/ ic4i
House, Well and Drain Field Sites tiev; � IS
�� Parcel 1 Q�,w0
% . % A Division of Tax Map 55-23 °ni
Pi
' icy
Q6)- , \4'
�. Albemarle County, Virginia 411?//k/ v
÷ Steve Gooch Consulting Geologist '' ►
'�' ` 703 Oliver Creek Road 2'``QQ
° Tro , Vir.inia 22974 ' ', 1
Page 1 of 6
OSE/PE Report for:
"ft.- Construction Permit I Certification Letter Subdivision Approval L!
1,4'
k Pl it rasa ", > .1 r= x ,r.
Property Location: , 1`
91 1 Address: 6577 Jarmans Gap Road ,� : I
2 Milkman roper
Lot Section Subdivision
GPIN or Tax Map# 55-23 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Marjorie Milliman
Street: P.O. Box 66
City:Crozet state Virginia Zip Code 22932
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy state Virginia Zip Code 22974
PE Name: License#
Address
`40' City State Zip Code
Date of Report 1/11/14 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 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 VACS-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.
1Z 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
be(select one)issued 0 denied❑.
OSE/PE Signature ) 1IJ . ehreTj(iL- Date i/it l-1
?ayQ Z � ‘
Soil Profile
Parcel 2
A Division of Tax Map 55 Parcel 23 {
Albemarle Coy
Hole Depth Horizon Material Description = ,; i r. t 1r 1 exture
(in.) % ;, ou
1 0-6 A Reddish brown(2.5YR 4/3) clay loam 3
6-42 Bt Red(10R 5/8) silty clay loam 3
42- 50%+gravel and cobbles
2 0-8 A Reddish brown(2.5YR 4/3) clay loam 3
8-44 Bt Red(10R 5/8) silty clay loam 3
44 50%+gravel and cobbles
3 0-7 A Reddish brown(2.5YR 4/3) clay loam 3
7-42 Bt Red(10R 5/8) silty clay loam 3
42- 50%+gravel and cobbles
4 0-4 A Reddish brown(2.5YR 4/3)clay loam 3
4-45 Bt Red(10R 5/8) silty clay loam 3
45-60 Bt2 Strong brown(7.5YR 5/8) silty clay loam, occasional 3
gravel, manganese
5 0-3 A Reddish brown(2.5YR 4/3) clay loam 3
3-24 Bt Red(10R 5/8) silty clay loam 3
24-60 BC Red(10R 5/8) silty clay loam and yellowish brown 3
(10YR 5/8) silt loam
6 0-5 A Reddish brown(2.5YR 4/3) clay loam 3
5-19 Bt Red (10R 5/8) silty clay loam 3
19-60 Bt2 Yellowish red(5YR 5/8) silty clay loam 3
7 0-4 A Reddish brown(2.5YR 4/3) clay loam 3
4-17 Bt Red(1OR 5/8) silty clay loam 3
17-60 Bt2 Yellowish red(5YR 5/8) silty clay loam 3
8 0-6 A Reddish brown(2.5YR 4/3)clay loam 3
6-21 Bt Red (10R 5/8) silty clay loam 3
21-60 Bt2 Yellowish red(5YR 5/8) silty clay loam 3
Page 3 of 4
Appendix 2
Soil Summary R , ort
GENERAL INFOR OI ; rYll i
Date 1/11/14 Submitted to Albemarle County )He h Niaortnlent
Applicant Majorie Milliman Oeleph&e Number (434) 823-4810
Address P.O. Box 66 Crozet, Virginia 22932
Owner same Address same
Location 6577 Jarmans Gap Road
Tax Map 55-23 Subdivision Milliman Property
Block/Section Lot 2
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? fx Yes f— No
Describe side slope
2. Slope 18 %
3. Depth to rock or impervious strata: Max. 60"+ Min. 42" None
4. Depth to seasonal water table(gray mottling or gray color) x No E Yes inches
5. Free water present R. No E Yes range in inches
). Soil percolation rate estimated fX Yes Texture group I II III IV
I No Estimated rate 90 min/inch
7. Permeability test performed r Yes
No
If yes, note type of test performed and attach
R Site Approved: Drainfield to be placed at 24" depth at site designated on permit.
I" Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. I— Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. I` Proposed system too close to well.
7- E Other Specify
(attach additional pages if necessary)
Pcmc- oc-6.
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, o the primary area, ❑ only the reserve
area(check one)for Parcel 2—A Division of TM 55-23 (Property lot.
re'"a
Design Basis
Total length of available area: 100' Total width of available area: 105'
Estimated Perc.Rate: 90 at 24" in.(depth) Number of bedrooms(or GPD): 4
Conveyance Methods 2
: 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: 786 Total trench bottom area required: 3144
Area Calculations
Number of trenches 11 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: _10'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 103' Total trench bottom area provided: 3300
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
24c ) 0
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, 0 only.the primary area, only the reserve
area(check one)for Parcel 2—A Division of TM 55-23 (Property II
r
1
Design Basis
Total length of available area: 100' Total width of available area: 60'
Estimated Perc. Rate:90 at 24" in.(depth) Number of bedrooms(or GPD): 4
Conveyance Methods
2
: Gravity 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: 306 _ Total trench bottom area required:_1224
Area Calculations
Number of trenches 6 Length of trenches: 100'
Width of trenches: 3' Center to center spacing: 10'
Reserve required? This is reserve _ Percent reserve area required:__100
Total width of absorption area required 53' 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
,-2,,,, - . .. ' �' i -ViH(i1N!A LE1(iH MCCAULEY E
�15�4,s, <,I ' / D.B.3526-539
" ,:,., °e '.ors, ' D.13. 1314-53 PLAT z ' ¢"
P a' 4 D.B.207-240 PLAT o 6 f'
t,.: =r.: lioW,t , , STATE ROUTE 69 4
;,-o 4 ..-d� �j�, \ JARMANS GAP ROAD
�� I : . c} (30'PRESCRIPTIVE EASEMENT)
STREAM T.M.55-34
�4 BUFFER DAVID_ H.CHARTERS .ESTATE
FLAG' );I PAVED ._j \ W.B.79-482
f13 DRIVEWAY STS.:
FLAG IS, ; EAM.:... :yA C8 D.8.338-469 PLAT
IS o .
FLAG co ;
\ C
49 ,, J HOC _ _L6
32 ;1
3s PROPOSED PRIMARY FLAG ��C,. P r
.LAG ^ ,./? i . . DRAIN FIELD #a , " 'k.A... :lN IRON
FLAG 3.. _.. y0L Z.,.... FOUND
:1- �, NEW 50 & VARIABLE m e _+_ :..:C,94:Fk , � AT 24. 15'
WIDTH PRIVATE ''• FLA 'jL .._,;.�.:.::: '/
S . CESS EASEMENT° ! 1 es .o'-. FLAG _ " ....'.h IS yOSED WELL; PROPOSED HOUSif6
FLAG `pmv '
v 1 F. SITE FLAG PROPOSED RESERVE -., ��
tU "-f L i DRAIN FIELD q>
^ � 1L s P PARCEL / L°'
3 „; „IS 50: 00 A C'H =-S
L15 R� •--.---
•
IS �p
1 .'. t v END PRIVATE ti�
<• ACCESS ESMT.
IS P ..\` _i_.____------00.siVer'' SA'-
-... ;; _ 1 p 31'
,
Iq 8
IS ,' L11 !9 La_ IS 0.
FLAG FLAG
N29 N20 FLAG EpA BUF�E� IS
FLAG 832: '" :28 = #23 �oo N6.9 °46'02"'W v1
#18 FLAG 339.BO' nj�
X21 o.,836, FLAG . TOTAL o,
FLAG FLAG •2
��V// ®
#17 #24 ��
PROPOSED FENCE
DAAINFIELD
... AREAS
R T.M.55-80
�0 ROSELAND FARM. LLC
tit D.B. 4063-736
D.B.4412-40 & 41 PLAT
D.8.4063-740 &741 PLAT
IATN5FOUND Scale 1"= 300' Q- Soil Profile Hole
�. �A sib 1�q Q2 House, Well any Drain Field Sites• 'AC4''9go� F .g2, Parcel 2
•O ),r-1-•, CORNER ENCE ' PIPE
1> °4; " IN POST . FOUNE A Division of Tax Map 55-23
is..... - Albemarle County, Virginia
RES Steve Gooch Consulting Geologist
�ofv.�,--- 703 Oliver Creek Road
slAEP'M O Troy, Virginia 22974
Page 1 of 6
OSE/PE Report for:
Construction Permit r Certification Letter I I Subdivision Approval I• 1
Property Location:
911 Address: 6577 Jarmans Gap Road r
n
Lot 3 Section Subdivision Millimafil Pro eift+)t'' a ' � .-,
23
GPIN or Tax Map# 55- Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Marjorie Milliman
Street: P.O. Box 66
City:Crozet State Virginia Zip Code 22932
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State Virginia Zip Code 22974
PE Name: License#
Address
e City State Zip Code
Date of Report 1/11/14 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 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 VACS-610),the Private Well Regulations(12 VACS-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 J 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 51
be(select one)issued Q denied I].
OSE/PE Signature "/J .ekes ZZ9t& - Date 'hilly
Pc4 2oS6
Soil Profile
Parcel 3
A Division of Tax Map 55';P 'c9,l,,? ,,:i ..-,-,,,, 1 r ;_;-,-;.„4 ,0-:
Albemarle County , t s t"
vi 3, M 4r -,
Hole Dept h Horizon Material Description ;
, Li'.'j4 r of Texture `'.''`t
(in.) a�
Group
9 0-9 A Reddish brown(2.5YR 4/3) clay loam 3
9-42 Bt Red(10R 5/8) silty clay loam 3
42- 50%+ gravel and cobbles
10 0-10 A Reddish brown(2.5YR 4/3) clay loam 3
10-60 Bt Red(10R 5/8) silty clay loam 3
11 0-11 A Reddish brown(2.5YR 4/3) clay loam 3
11-48 Bt Red (10R 5/8) silty clay loam 3
48- 50%+ gravel and cobbles
12 0-10 A Reddish brown(2.5YR 4/3) clay loam 3
10-30 Bt Yellowish red (5yR 5/8) silty clay loam with gravel and 3
cobbles
30-60 Bt2 Yellowish brown(10YR 5/8) silty clay loam,white 3
feldspar below 48"
13 0-8 A Reddish brown(2.5YR 4/3) clay loam 3
8-20 Bt Red(10R 5/8) silty clay loam 3
20-38 Bt2 Red(2.5YR 5/8) sandy clay loam with gravel and cobbles 2
38- - 50%+gravel and cobbles
14 0-8 A Reddish brown(2.5YR 4/3) clay loam 3
8-38 Bt Red(10R 5/8) silty clay loam 3
38- - 50%+gravel and cobbles
15 0-8 A Reddish brown(2.5YR 4/3) clay loam 3
8-54 Bt Red(10R 5/8) silty clay loam 3
54- - 50%+gravel and cobbles
16 0-6 A Reddish brown(2.5YR 4/3)clay loam 3
6-52 Bt Red(10R 5/8) silty clay loam 3
52- - 50%+gravel and cobbles
Page 3 of tG
Appendix 2
Soil Summary Report;, !''"'f, , r � 1w r r�
r
GENERAL INFORMATIcr� , " &r, 4 r �,
■ Ti .w.:,Y` ' ® <.!;3 #;.tr;J
ii
ti s
Date 1/11/14 Submitted to Albemarle County Health Department
Applicant Majorie Milliman Telephone Number (434) 823-4810
Address P.O. Box 66 Crozet, Virginia 22932
Owner same Address same
Location 6577 Jarmans Gap Road
Tax Map 55-23 Subdivision Milliman Property
Block/Section Lot 3
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IR Yes E No
Describe side slope
2. Slope 7 %
3. Depth to rock or impervious strata: Max. 60"+ Min. 38" None
4. Depth to seasonal water table(gray mottling or gray color) ! No 7 Yes inches
5. Free water present No 7 Yes range in inches
5. Soil percolation rate estimated iX Yes Texture group I II al IV
7 No Estimated rate 90 min/inch
7. Permeability test performed 7 Yes
R No
If yes, note type of test performed and attach
i Site Approved: Drainfield to be placed at 20" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. i— Insufficient depth of suitable soil over hard rock.
3. 7 Insufficient depth of suitable soil to seansonal water table.
4. E Rates of absorption too slow.
5. 7 Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. I— Proposed system too close to well.
7. 7 Other Specify
(attach additional pages if necessary)
u6
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, [l the primary area, ❑ only the reserve
area(check one)for_Parcel 3—A Division of TM 55-23 (Property 1;D , .,n r,
Design Basis ; �'
Total length of available area: 100' Total width of available area: 105'
Estimated Perc. Rate: 90 at 20`._�' 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: 786 Total trench bottom area required: 3144
.• Area Calculations
Number of trenches 11 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 93' Total trench bottom area provided: 3300
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
ece-y2- 7 Vc
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, my the reserve
area(check one)for Parcel 3 —A Division of TM 55-23 (Property ID).
4
Design Basis 1 7
Total length of available area: 60' Total width of available area: 16 ,
Estimated Perc.Rate: 90 at 20" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : Gravity 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: 306 Total trench bottom area required:_1224
Area Calculations
Number of trenches 10 Length of trenches: 60'
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: 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
07f 194.39 386.22 S78 °21 '45"El EASEMENT FOR 445' MARZENE J.FRYE-GIBSON
SIGHT DISTANCE D.B. 4187-700 ` i. t`
(D.8.4117-375 Q. (7,Q D.B.915-723 PLAT
S 376 PLAT) n cr
IRON \� �' Q ,�� �4�j� oF�
ATF20.00' = \cam Q Q� ``� D.
i'pill;.. 4., r�� / T.M.55-2901
►' N24 •27,..11"E rl `'ogaro�� � CO1,' �, / DAVID 0. WEST &
100.00' .- . '`�4;_ ;',-/-' I MARGARET B.WEST
TOTAL 80.00.40.4;. ,,0 , /D.B.832-156, 158 PLAT
IRON '♦�
' FOUND:_:.....:: : - �� eLe SEE
/ ���`§ DETAIL
T.M.55-9 , r' FEB P .1ps /
0�F , �4,. C . L23�r
JULIA D.WILEY
rye L24
0.8.3222-708, / -� 4r4/40,4147-c'�� 3 L22
'15 & 715A PLAT w� +., ,C4 C
! � ��\ S
livitta.:„.„.7p7-e„.,:y. N•-47p44 pie,.i,
..
I m PARCEL 3 ' . �
/ (° 45. 74A „`�
r y ACRES --- .
/ FLAG /•%'' PAVED _._
PROPOSED PRIMARY FLAG 4'13 FLAG DRIVEWAY 9 R
�;, i DRAIN ai_ 5 IS„.'' IS
FLAG
FG iii F4 . : PPI
.OPOSED RESER V E
r PROPOSED HOUSE n io 6 3y DR.A N FIELD„ ,
r h SITE FLAG
..14' i9 ^ G
7.M.55-10 / m mGRAVEL m
HENRY M.CHILES ; �' PRUPOSED WELLA}RIVEWAY ;; NEW 50'& VARIABLE
D.B.730-467 SITE WIDTH PRIVATE
D.B.332-348 PLAT _ .
Is ACCESS EASEMENT
D.8.226-203 PLAT m IS
ti
i � IS„4 ,,,,
�. . - �, L 9,,;;',;L16 P PARCEL
'L30
IS 50. 00 A
m 100 IS AT 10.00' s
POINT IN POND END PRIVATE
J ACCESS ESMT
f ,2 Q _;i/ PON. D L33' -;\ - _____.,. ' IS,/ �3A IRON �` � . <y� '�----.. /I
`) IRON L35 ,' FOUND C 3e (-10 L3
r FOUND .. _ IRON f IRON IS C�1 L9 L8
' ' -F.QUHn cnllun ,�:� FLAG
FLAG
Scale 1"= 300' Soil Profile Hole °2G� X20 022 lE
e FLAG '10° 5
House, Well and Drain Field Sites #18G FLAG ' #23 N6.
G'��
/
7#1-211 ”.'835 FLAG
f, Parcel 3 i AG - z4
A Division of Tax Map 55-23 PROPOSED F
Napo /
SEPTIC
A'bemarle County, Virginia - s La
AA)) Steve Gooch Consulting Geologist j
' `'>'Q % 703 Oliver Creek Road �(0
,/$ °�a,), Troy_ Virginia 22974 �Zti/
'r