HomeMy WebLinkAboutSUB201600060 Approval - Agencies 2016-03-23 %ftme -ore
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COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
State Department of Health FLUVANNA COUNTY(PALMYRA)
1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (4p23/20146310 Charlottesville, Virginia 22906
County of Albemarle
Department of Community Development DDD "� ci-P
401 McIntire Road,Room 227
Charlottesville,VA 22902
RE: Review of Proposed Subdivision Plat as part of Tax Map 30-Parcel 9B1,located in
Albemarle County,Virginia.
To Whom it May Concern:
On March 23,2016,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 Onsite Soil Evaluator. 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 proval does pertain to the requirements of local ordinances.
• cerely,
St en B. ar o
Environmental 'ealth Specialist, Sr.
Onsite Sewag /and Water Programs
APPEED
Soils Study for Drain Field Sites
Parcel B3
A Division of TM 30-9B1
Albemarle County
Prepared for:
Harry Yoder
1012 Good Hope Road
Aroda, VA 22709
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
March 21, 2016
Page 1 of 8
OSE/PE Report for:
Construction Permit Certification Letter- Subdivision Approval R-11
Property Location:
911 Address: City:
Lot B3 Section Subdivision
GPIN or Tax Map# 30-9B1 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Harry Yoder
Street: 1012 Good Hope Road
City:Aroda State VA Zip Code 22709
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 3/21/16 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.
CThe 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
'N., I recommend that a(select one): construction permit❑ certification letter subdivision approval C
be(select one)issued denied❑.
OSE/PE Signature /2*4--- Date 9 f ati/G
Soil Profile )90,e_ 2 eFF
Primary Drain Field
Parcel B3
A Division of TM 30-9B1
New- Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2
2-14 E Light brown(7.5YR 6/4) sandy loam, friable 2
14-27 BC Yellowish red(5YR 5/8) sandy clay loam, friable 2
27-84 C Yellow(10YR 7/8) sandy loam, friable 2
2 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-30 Bt Brown(7.5YR 5/4) clay loam, friable 3
30-84 C Dark yellowish brown(10YR 4/6) loam, friable 2
3 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-7 E Light brown (7.5YR 6/4) sandy loam, friable 2
7-36 Bt Light red(2.5YR 6/8) clay loam, friable 3
36-64 Cl Yellowish brown (10YR 5/8) sandy loam, friable 2
64-84 C2 Dark yellowish brown(10YR 4/6) loam, friable 2
4 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2
2-12 E Light brown(7.5YR 6/4) sandy loam, friable 2
Aim., 12-27 Bt Reddish brown (2.5YR 5/4) clay loam, friable 3
27-48 Cl Yellowish red(5YR 5/8) sandy clay loam, friable 2
48-84 C2 Strong brown(7.5YR 5/8) sandy loam, friable 2
5 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-7 E Light brown (7.5YR 6/4) sandy loam, friable 2
7-30 Bt Light red(2.5YR 6/8) clay loam, friable 3
30-49 Cl Yellowish red(5YR 5/8) sandy loam, friable 2
49-84 C2 Brownish yellow(10YR 6/8) sandy loam, friable 2
Page � of 1
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 3/21/16 Submitted to Albemarle County Health Department
Applicant Harry Yoder Telephone Number (434)981-8325
Address 1012 Good Hope Church Road Aroda, VA 22709
Owner same Address same
Location Bleak House Road
Tax Map 30-9B1 Subdivision
Block/Section Lot 83
SOIL INFORMATION SUMMARY- S7vVc„r? oi=1'0-P1
1. Position in landscape satisfactory? (X Yes r No
Describe shoulder
2. Slope 13 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Cx No 1` Yes inches
-ree water present IX No 1— Yes range in inches
6. Soil percolation rate estimated IS Yes Texture group I 11 Ill IV
fi No Estimated rate 45 min/inch
7. Permeability test performed E Yes
1-5Z No
If yes, note type of test performed and attach
Site Approved: Drainfield to be placed at 60" 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. IW Insufficient depth of suitable soil to seansonal water table.
4. E Rates of absorption too slow.
5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
F (� Proposed system too close to well.
'Noir 1 Other Specify
(attach additional pages if necessary)
f G`x-- Y de-48-
Abbreviated
1'48Abbreviated 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 0 primary and reserve area, C-i'on1y the primary area, 0 only the reserve
area(check one)for_Parcel B3 —A Division of TM 30-9B 1 .
Design Basis
Total length of available area: 100' Total width of available area: 40'
Estimated Perc. Rate: 45 at 60" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : _Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No_(Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 344 _ Total trench bottom area required: 1376
Area Calculations
Number of trenches 5 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 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.
Page of
AOSE Form E Revised July 18,2007
Soil Profile row" if;
Reserve Drain Field
Parcel B3
A Division of TM 30-9B1
Noisy Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2
2-14 E Light brown(7.5YR 6/4) sandy loam, friable 2
14-27 BC Yellowish red(5YR 5/8) sandy clay loam, friable 2
27-84 C Yellow(10YR 7/8) sandy loam, friable 2
2 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2
3-30 Bt Brown (7.5YR 5/4)clay loam, friable 3
30-84 C Dark yellowish brown (10YR 4/6) loam, friable 2
6 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2
2-13 E Light brown(7.5YR 6/4) sandy loam, friable 2
13-34 Bt Yellowish red (5YR 5/8) silty clay loam, firm 3
34-60 Bt2 Reddish yellow(7.5YR 6/6) sandy clay loam, friable 2
w/yellow(10YR 7/8)mottles
7 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2
2-8 E Light brown (7.5YR 6/4) sandy loam, friable 2
'�- 8-43 Bt Reddish brown(2.5YR 5/4) clay loam, friable 3
43-84 C Dark yellowish brown(10YR 4/6) sandy loam, friable 2
Page 29 of 7
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 3/21/16 Submitted to Albemarle County Health Department
Applicant Harry YoderTelephone Number (434)981-8325
Address 1012 Good Hope Church Road Aroda, VA 22709
Owner same Address same
Location Bleak House Road
Tax Map 30-9B1 Subdivision
Block/Section Lot B3
SOIL INFORMATION SUMMARY- l e.5-e4't,(e- pry Fiji
1. Position in landscape satisfactory? fg Yes f"- No
Describe shoulder
2. Slope 13 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) 5 No E Yes inches
" cree water present GC No E Yes range in inches
'oil percolation rate estimated R Yes Texture group I II ® IV
E No Estimated rate 80 min/inch
7. Permeability test performed E Yes
fX No
If yes, note type of test performed and attach
rg Site Approved: Drainfield to be placed at 20" depth at site designated on permit.
f Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. fl Insufficient depth of suitable soil over hard rock.
3. E Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. E Proposed system too close to well.
.,,f- Other Specify
(attach additional pages if necessary)
?av_ 7 ��
Abbreviated Design Form
This form is for use with gravity,pump to gravity, enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the ❑ primary and reserve area, 0 only the primary area, 24nly the reserve
area(check one)for Parcel B3 —A Division of TM 30-9B1 .
Design Basis
Total length of available area: 100' Total width of available area: 30'
Estimated Pere. Rate: 80 at 20" 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: Seconds (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 289 _ Total trench bottom area required: 1156
ftwir
Area Calculations
Number of trenches 4 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 30' Total trench bottom area provided: 1200
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
IC
�BEARING��
LINE DELTA RADIUS ARC TANGENT CHORD CHORD
Cl 2'08'23" 3305.75 123.46 61.74 123.45 S01 '56'45"E
Opp C2 48 °08'25" 470.59 395.39 210.21 383.86 S24 '37'05"W
EXISTING 15'R/W C3 22 '40'37" 182. 12 72.08 36.52 71.61 537 '20'59"W
3 GRAVE YARD C4 9'35' 10" 182. 12 30.47 15.27 30.43 821'13'06"W
—(b"'8.312-520 PLAT) Z
i
,
s.
?,2i
T.M.30-360 '4'/
KEVIN W.HOCUTT •2�1
0.8.4354-479 4/'
0.8.4354-476 & 477 PLAT
0.8.3905-44 ,);0
T.M,30-98 0.8.3905-41 & 42 PLAT /
af
i
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.4.r.....-'4\ /
30-3(
`• -�� \\ ' 0o� JAMES F.HUCKSTEF
• /' e W.8. 152-3F.
�'/ '� `, .2af tit D.13.311_20 e
T. M.30-`981 \ AY U0.8. 125-44D 8LI
PARCEL 81 + E 1947532:80:
' ?'i`' ROGER W.RAY & ASS
HARRY F.YODER / DATED JUNE 9,
0.8.4488-153 & 154 PLAT $73 .2&. � ` / RESIDUE- 4.31
0.8.3250-467
0.8.2663-643 & 644 PLAT '+.
170,08'TTAL '
0.8. 1366-624 PLAT 7' IS 155.67' IF E11475482
n.8.691-709 PLAT ti;; 14 t
ROUE=6.48+/- ACRES m Ni, .41 't`, SOS 47'41"E
t + 112.85'
\ tt
a ^� PROPOSED tCt t
t/J c' ORAINFYELO ' `t`t
/ ClC1 ti 4 AREA t, IF
h .i, ' FLAG ` t�
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L1 THRU L18 ARE L13 4; ^ r,,, , • I ; .1141
i 7 i 503.03' 15"W
ALONG CENTERLINE L12 � ' • ca , , , , ' , , ,
OF STREAM 1 f o + A ,5A� , , 233.44
AS IT MEANDERS L �M o ; + ; �� +a
MAJOR COURSES SHOWN o, S'(A� t ' ' I t , i� /�,
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iAG FLAG t +a / (t'
01.4',.,, s •.i C 2: « Rimy /fi r
Di
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(43.48
ACRES) 1'�! ;•: •2%
v ' i ►v SO2'57'21"E /44,
Scale 1"= 100' o- Soil Profile Hole .6 t 'a IF 129.85' ,'�n,,,i
House, Well and Drain Field Sites ,5 + 'm r A~y
5
t +
Parcel 3B t o
A Division of TM 30-9B 1 ., 19 � ' k+' // et,
Albemarle Coun , Vir•inia ,� �`4: 4 ,s' AN `, % Ig i
Steve Gooch Consulting Geologist `t , 19 6i
"`'`°' �s� : q L21 ' , 1 IS PARCEL
7C liver Creek Road �::' 270.8 • • ' ' (� C
VarVirginia 22974 -15.22,` 1 --�--�-•-- J 1 t•t,h . :ti ;` , `
f
370.0 :ST T A9E15/4T:"' 'X3.03' , '*4 7
.,, 4....4 �. •• �9 N3943053 742.87' TF
30-9A, VIRGINIA ELIZABETH GOLDEN, 0.8. 15741357 & 0.8.691-721 PLAT N3943025 1 , I W3
E114755541 , 1 0,8.3868-138, 0
Residue
A Division of TM 30-9B I
Albemarle County
The residue parcel has a drain field with 100%reserve per Health Department Permit ID # 101-
15-0048.