HomeMy WebLinkAboutSUB201900016 Study Rural Division Plat 2019-03-16 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
March 16, 2019
Ms. Tori Kanellopoulos
County Of Albemarle
Dept. Of Planning and Community Development
401 McIntire Rd Room 227
Charlottesville, VA 22902-4579
Re: Proposed Drain Field Sites
Tracts 3-A2 and 3-A3
A Division of Tax Map 113-11 G 1
Parcel 12
A Division of Tax Map 114-67
Albemarle County
Dear Ms. Kanellopoulos:
Enclosed are three (3) copies of the soils work associated with the proposed drain
field sites for each of the above-referenced properties. We request that you forward
two (2) copies of each report 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
Encl. R$ek„
.,
t ! (4140
4444.47,
Soils Study for Drain Field Sites
Tracts 3-A2 & 3-A3
A Division of Tax Map 113-11G1
Parcel 12
A Division of Tax Map 114-67
Albemarle County
SUB 201900016
Prepared for:
Murcielago,LLC
27 Congress Street Suite 510
Salem, MA 01979
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
RRCEVED
March 16, 2019 . ^+t 1
e
DEvm MUNirr
PENT
Page 1 of 5
OSE/PE Report for:
Construction Permit [ Certification Letter Subdivision Approval'ra
Property Location:
911 Address: City:
Lot 3-A2 Section Subdivision
GPIN or Tax Map# 113-11.G 1 Health Dept ID#
Latitude. Longitude
Applicant or Client Mailing Address:
Name: Murcielago,,LGC
Street: 27 Congress,Street Suite 510
City:Salem State MA Zip Code.:01970
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 3/16/19 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 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 professionallicense 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.
'El 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): nstruction permit certification letter ,subdivision approval✓
be(select one issued denied
OSE/PE Signature 't'h i-Q rii Date 3 f6 f j
Roy- 24-C
Soil Profile
Tract 3-A2
A Division of Tax Map 113 Parcel 11G1
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-7 Ap Etrown(7.5YR 4/4)clay loam, friable 3
7-24 Bt Reddish yellow(7.5YR 6/6) silty clay loam, firm 3
24- - Quartz
B 0-6 Ap Dark brown(7.5YR%)clay ion,friable 3
6-18 Bt Reddisfryellow(7.5YR 6/6)silty cliY loam, firm 3
18-40 CB Light red(10R 6/6)channery silt loam, 30-45%weathered 3
schist fragments,yellow(10YR.7/8) silty clay loam,
40-
C 0-5 Ap Brown(7.5YR 4/4)clay loam, friable 3
5-24 Bt Reddish yellow(7.5yR 6/6) silty clay loam, firm,40% 3
weathered schist fragments below 18"
24- •R
D 0-5 Ap Brown(7.5YR 4/4)clay loam,friable 3
5-26 Bt Reddish yellow(7.5YR 6/6) silty clay loam, firm, 40% 3
weathered schist fragments below 18"
26-
E 0-5 Ap Brown(7.5YR.4/4)clay loam, friable 3
5-20 Bt Reddish yellow(7.5YR 6/6) silty clay loam, firm 3
20-26 C Light red(1OR 6/6)channery silt loam, 25%weathered 3
schist fragments
25-
F 0-6 Ap Brown(7.5YR 4/4)clay loam, friable 3
6-25 Bt Reddish yellow(7.5YR 6/6) silty clay loam,firm 3
25- Quartz
If
Page of C.
Appendix 2
,Soil Sulmllnary Report
. GENERAL INFORMATION
Date 3/16/19 Submitted to Albemarle County Health Department
Applicant Murcielago LLC Telephone Number (703)625-1553
Address 27 Congress,Street Suite 510 Salem, MA 01970
Owner same Address same
Location Blenheim Road near intersection with Jordan Run Lane
Tax Map 113-11G1 Subdivision
Block/Section Lot 3-A2
SOIL'INFORMATION SUMMARY
1. Position in landscape satisfactory?,: ,ri Yes ; 17 No
Describe shoulder
2..Slope :11
3. Depth to rock orimpervious strata: iMax. 40" Min, 24" None
4. Depth to,seasonal water table•(gray mottling,or gray color) .) No IT Yes inches
Free water present Ig+ No 17; Yes range in inches
b. Soil percolation rate estimated IRi ;Yes Texture group I '.II C IV
Fr No Estimated rate 90 min/inch
7. Permeability testperformed rI Yes
?RI No
If yes, note type of test performed and attach
IR; Site Approved: Drainfield to be`placed at 12" depth at site designated on permit.
1-1 Site Disapproved:
Reasons forrejection:
1. 17 Position in landscape subject to flooding orperiodicsaturation.
2• IT Insufficient depth of suitable soil over hard rock.
3. Cl Insufficient depth of,su tablesoil to,seansonal.water,table,
4. I-1 Rates of absorption tot;slow,
5. 1-1 Insufficient area of acceptable soil,for,required drainfield,.and/or Reverse;Area.
6, (-1 Proposed system too close to'well.
17 Other Specify
(attach additional pages if necessary)
Peet_ yc
Abbreiriated Design Form
This form is for use with v�gra ty,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 a!mary,and reserve area, 0 only the primary area, 0 only the reserve
area(check one)for Tract 3-A2-A Division of Tax Map 113-I IGI
Design Basis.
Total length of available area: 100' Total width of available area . 160'
Estimated Perc Rate: 90 at 12" in.(depth) Number of bedrooms(or GPD): _ 5
Conveyance Method: Pump ` Distribution;method2(specify): Pump
Dispersal system basis3c3 Table 5:4-LPD LGMI required? No, (Yes/No)
Effluent quality required• Advanced.. Secondary (TL-31 (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 424 Total trench bottom area required:: 12720
Area Calculations
Number of trenches 64 Length of trenches: . 100'
Width of trenches: 1" Center to center spacing: 2'
Reserve!required? Yes Percent reserve area.required: . .100%
Total width,of absorption area required_126' Total trench bottom area,provided: 12800
The required.width iss-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 i;
to use a center-to-center spacingthat accounts for the
not be able.tolfit the s necessary
em within the approved a flairor
area. It perfectly acceptable omere installer
have more area
available,especially up and down the slope,than is required.
Page:_of
AOSEFonn E Revised July 18;2007,
. _
, , • pail., A- si <
44voso••00 : DRAINFIELD DETAIL
Scale 1":--200' •- Soil Profile Hole otilispLTH 0 000 ,
House,Well and Drain Field Sites elle l'4, eS, ASSUMED ELEV. I' /
, 1 illi. 41/7
1 ' Tract 3-A2
A Division of Tax Map 113-11G1 le ogigif t-peti ( two
c „n0‘55E A
Albemarle County,Virginia MORRIS FOSTER .1,
w. .• \ ( s
Steve Gooch Consulting Geologist No. 998 o
e. ), P
0 I,, ', t
703 Oliver Creek Road I. • ; 1 I H F 1 %I N 63 all
0
Troy,Virginia 22974 11. r , : ; IE, . S it - g r.
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to ',I:it -1 On
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TIE WM rii PROPOSED SEPTIC
a ". 44: DRAINFIELD
, N 42•35T,6G.3' a- - k ,...,5- :
_ .,
- w • i a-vi 16.055 S.F. 1\
TIE LINE =
5 56•32E .• - 'El an ch,_ -----4--
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8928'
/ , • , - - , ,
ch cd - *Kt•-_ • s 3 A2
• m ii. ,,„ ..,,,...‘ -
o gli _.
z MOW and Rese ce '4 ACS.
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0 50 100 £'00 40Q
i
, , , . - as, as Imams
\ • a a
/ els.74' MURCIELAGO LLC
Iron found • la\ 1 SCALE IN FEET. . .
. pi
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,
— i
• #
.
I ,
PROPOSED SEPTIC DRAINFIELD ON
TRACT 3-A2 - A PORTION OF TRACT S-A3
TAX MAP 113- PARCEL II GI
. .
Scottteville Magisterial District . . .
,Albemarle Caunty . Virginia .. W. MORRIS FOSTER
LAND SURVEYOR
D'ATE : 03-12-2019 ,
,
ti
• , / NELLLYSFORQ , VA.
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Page 1 of 5
OSE/PE Report for:
Construction Permit L Certification Letter ri Subdivision Approval NI
Property Location:
911 Address: City:
Lot 3-A3 Section Subdivision
GPIN or Tax Map# 113-11 G1 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Murcielago,:LLC
Street: 27 Congress Street Suite 510
City:Salem State MA Zip Code 01970
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 3/16/19 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 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.
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): nstruction permit certification, letter subdivision approval❑✓
be(select one):issuedQ deniedU.
OSE/PE Signature *4.i-P— 724- Date 3116ji ff
Peter-- Z a -<
Soil Profile
Tract 3-A3
A Division of Tax Map 113 Parcel 11G1
Albemarle County
Hole Depth Horizon .Material Description Soil Texture
(in.) Group
A 0-3 A Brown(7.5YR 4/4),clay loam,,friable 3
3-14 Bt Brownish yellow(10YR 6/8)silty clay loam, firm 3
14-18 C Reddish yellow(7.5YR 6/8)channery silt loam, 40% schist 3
fragments
18- R
B 0-3 A Brown(7.5YR 4/4) clay loam,friable 3
3-15 Bt. Brownish yellow(10YR 6/8) siltyclay loam, firm 3
15=24 Cr Reddish yellow(7.5YR 6/8) channery silt loam, 60%schist 3
fragments
24- R
C 0-5 A Brown(7.5YR 4/4) clay loam, friable 3
5-12 Bt Brownish yellow(10YR 5/8) silty clay loam, fum 3
12-35 Bt2 Brownish yellow(10YR 6/6) silty clay loam, firm, 25% 3
weathered schist fragments
35- R
D 0-5 A Brown(7.5YR 4/4) clay loam, friable 3
5-15 Bt Brownish yellow(10YR 6/8) silty clay loam, firm 3
15-20 C Reddish yellow(7.5YR 6/8) channery silt loam,:40%schist 3
fragments
20- R
E 0-5 A Brown(7.5YR 4/4) clay loam, friable 3
5-14 Bt Brownish yellow(10YR 6/8) silty clay loam,firm 3
14-30 Cr Yellowish brown(10YR 5/8),channery silt loam, 60% 3
weathered schist fragments
30-
F 0.3 A Brown(7.5YR 4/4) clay loam,friable 3
3-8 Bt Brownish yellow.(10YR 6/8) silty clay loam,firm 3
8-14 C Reddish yellow(7.5YR 6/8)channery.silt loam, 40% schist 3
fragments
14- R
Page ? of_L
Appendix 2
SOH Summary ;Report
GENERAL INFORMATION
Date 3/16/19 Submitted to. Albemarle County Health Department
Applicant Murcielago LLC Telephone Number (703)625-1553
Address 27 Congress Street Suite 510 Salem, MA 01970
Owner same Address same
Location Blenheim Road near-intersection,with Jordan Run Lane
Tax Map 113-11G1 Subdivision
Block/Section Lot ,3-A3
SOILINFORMATION SUMMARY
1. Position In landscape satisfactory? $ : Yes fl NO
Describe,shoulder
2. Slope 14
3. Depth to rock or impervious strata: Max. 35" Min. 14" None
4. Depth to seasonal:water table(gray mottling orgray color) F' No Cl Yes inches
Free water present Fel No Cl Yes range,in inches
6. Soil percolation rate estimated l Yes Texture group I II .0 IV
Cl No Estimated rate 90 min/inch
7. Permeability test performed C+ Yes
fX! No
If yes, note type of test performed and attach
IRI. Site Approved: Drainfield to be placed at 6" depth at site designated oh permit.
Cr Site Disapproved:
Reasons for rejection:
1. Cl Position in landscape subject to flooding or periodic saturation.
2. Ci insufficient depth of suitable soil over hard rock.
3. Cl Insufficient depth of suitable soil to seansonal water table.
4. Cl Rates of absorption too slow.
5. in Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. Cl Proposed system,too close to well.
Cl Other Specify
(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 fora certification letter or subdivision approval.
This abbreviated design covers themary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for Tract 3-A3-A Division of Tax Map 113-11 G1
Design Basis
Total length of available area: 100' Total width of available area: 105'
Estimated Pere.Rate: 90 . at a 8" in.(depth) - Number of bedrooms(or GPD): 4
I 2
Conveyance Method : Pump Distribution method (specify): Pump
3c
Dispersal system basis Table'5.4-LPD LGMI,required? No (Yes/No)
Effluent quality required: Advanced Secondary (TL-3) (Primary,Secondary,Advanced Secondary)
Square,feet,per;bedroom: 424 Total trench bottom area required: .10176
Area Calculations
Number.of trenches 51 Length of trenches: 100'
Widthoftrenches:: 1" Center to center spacing: 2'
Reserve required? Yes Percent reserve area required: 100%
Total width of absorption area required_100' Total trench bottom area provided:_ 10200
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
.._200' I ASS14I EO ELEV. 100.0 i
Scale 1 - •- Soil Profile Hole DETAIL OF
House, Well and Drain Field Sites I A N 85•46'E la"' D D.F.
Tract 3-A3
A Division of Tax Map 113-11,G1 _, • ` '1 I", 50'
Albemarle County,Virginia. ' • l tn '
Steve Gooch Consulting Geologist 1 z , ( II 1 , "'\
703 Oliver Creek Road I •j6. tl �, .( ` 11 E \ 1 1
tit
Troy;Virginia 22974 1 ` ` ( , •
1 I 1 _
/ TRACT 3-A2 J o "' °Ca 0 \ \ \
s
w,
- . \ " ' - t i 4.1 ' " ` 1907,53' I IS 88106'W \ 1057
B C
. slit AM : ; s8436E
I M _ - ._.
► 1 .; • v • $ 11•4:'E n .. tP
o S %~ , 106,E PRO a ON SEPTIC DRAINFIELD ��
TRACT 3-A3' � 1�- ,�. � �`
1: 106.T . O, 809 S.F..
/
21 . 00 ACS. , loo'U 1OO , s ea•os w
--TIE LINE c., ditt
Reba}. . \TIE'LIM N 00.30•E ' •' .-eUFF��
/ lOa.Bt 200' �-
15.0' i 320.65' 1
on lie found 10 I LO'
on line ' N83°14'36"' W f 1011.0'
13 51.os , atRebar fd. -
- TM 123 - I IG oaoc®®o , 4.98.
PROPOSED SEPTIC.DRAINFIELD ON q4u°EALTH o wa 0 `sO I00 200 400..
ma ennomm
TRACT 3-A3 - A PORTION OF t °`4� �P/%o
TAX MAP 113 - PARCEL I I G I • o r y® SCALE IN FEET
Scotttsville Magisterial District I.
W. MORRISNo. 998 a c FOSTER ;
. :,,
Albemarle County , Virginia W. MORRIS FOSTER
DATE : 03--I2-2019 aV4 -t°Pe;�•° LAND SURVEYOR
•
. �°0pp'.Jt° NELLYSFORD , VA. !
OWNER : MURCIELAGO LLC
. I -
✓:
s
Page 1 of 5
OSE/PE Report for:
Constmction Permit 1 CertificationLetter Subdivision Approval
Property Location:
911 Address: City:
Lot 12 Section Subdivision
GPIN or Tax Map# 114-67 Health Dept ID#
Latitude Longitude
Applicant or,Client Mailing Address:
Name: Murcielago, LLC
Street: 27 Congress Street Suite 510
City:Salem' " Sttite MA Zip Code 01970
Prepared by:
OSE Name Steve Gooch License# /940001284
Address 703 Oliver Creek Road
City Troy Stats VA Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report:3it5/19 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Prole Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated,Design Form
Soil.Profile Sheet Flat
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 thatI 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 Ilcensure to
perform thework contained herein.
0 The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the
exemptionin 'Code of Virginia Section`54.1.402.11
I recommend that (select one): c nstructionpermitO certification letter subdivision approval
• be{select one);issued� denied
OSE/PE Signature hf r& , > Date
QUye. z oF4-
Soil Profile
Parcel 12
A Division of Tax Map 114-67
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-8 Ap Brown(7.5YR4/4) clay loam,friable 3
8-22 Bt Strong:brown(7.5YR 5/6) silty clay loam,firm 3
22-52 BC Red (2.5YR 5/8) clay loam, firm,faint light.brown 3
mottles
52- - Gravel layer
B 0-10 Ap Brown(7.5YR 4/4)clay loam,friable 3
10-24 Bt Strong brown(7.5YR 5/6) silty clay loam,firm 3
24-60 Bt2 Red(2.5YR 5/8) silty clay loam, firm,faint light brown 3
mottles
C 0-7 Ap Brown(7.5YR 4/4)clay loam,friable 3
7-19 Bt Yellowish red(5YR 5/8) silty clay loam, firm,40% schist 3
fragments below 14"
19- R
D 0-6 Ap Brown(7.5YR 4/4)clay loam,friable 3
_ 6-11 Bt Reddish yellow(7.5YR 6/8)clay loam,friable 3
11-31 Bt Red(2.5YR 5/8).silty clay loam, firm, 40% schist fragments 3
below 27"
E 0-10 Ap Brown(7.5YR 4/4)clay loam, friable 3
10-41 Bt Red(2.5YR 5/8) silty clay loam, firm, 10-20%schist 3
fragments:below 24"
41- R
F 0-8 Ap Brown(7.5YR 4/4) clay loam, friable 3
8-24 Bt Strong brown(7.5YR 5/6) silty clay loam,firm 3
24-34 Ba Red(2.5YR 5/8) silty clay loam, firm, faint light brown 3
mottles
34- - Quartz
Page _'1_ of
Appendix.2
Soil Summary Report
GENERAL INFORMATION
Date 3/15/19 Submitted to Albemarle,County Health Department
Applicant Murcielago LLC Telephone Number (703)625-1553
Address 27 Congress Street Suite 510 Salem, MA•01970.
Owner same Address same
Location 'Intersection of Blenheim Road and Moonlight Drive
Tax Map 114-67 Subdivision
Block/Section Lot 12.
SOIL INFORMATION SUMMARY.
1. Position in landscape satisfactory? IX, Yes Fr] No
Describe shoulder
2. Slope 9
3. Depth to rock or impervious strata: Max. 60"+ Min. 19„ None
4. Depth to seasonal water table (gray mottling or gray color) Ft No IT) Yes inches
Free water present Vl No 0 Yes range in inches
_. Soil percolation rate estimated R Yes Texture group I II III IV
IT No Estimated rate 90 min/inch
7. Permeability test performed F. Yes
IR+ No
If yes, note type of test performed and attach
IR) Site Approved: 'Drainfield to be placed at 12" depth at site designated on permit.
•
171 Site Disapproved:
Reasons for rejection:
1. in Position In landscape subject to flooding or periodic saturation.
2. ri .Insufficient depth of suitable soil over hard rock.
3. l-1 Insufficient depth of suitable soil to seansonal water table.
4. rl Rates of absorption too slow.
5. [i Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. P Proposed system too close to well.
r1 Other Specify
(attach additional pages If necessary)
Pay- Yoh--
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 fi3'primary and reserve area, 0 only the primary area,0 only the reserve
area(check one)for Parcel 12 A Division of Tax Map 114-67
Design Basis
Total length of available area: 100'.. Total width of available area: 146'
Estimated Pere.Rate: 90 at . 12" in. (depth) Number of bedrooms(or GPD): 5
1 2
Conveyance Method : Pump Distribution method '(specify): Pump
° 30.. .
Dispersal system basis Table 5.4-LPD LGMI required? No (Yes/No)
Effluent quality required: Advanced Secondar jTL-3) (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: . 424 Total trench bottom area required:.12720
Area Calculations
Number of trenches _64 Length of trenches: 100'
Width of trenches: 1" Center to center spacing: 2'
Reserve required?_Yes Percent reserve area required: 100%
Total width.of absorption area required126' Total trench bottom areaprovided:_ 12800
The required,width,is calculated by multiplying;the center-to-center spacing by one less than the number
of trenches and adding,I 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 uses 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 FovnE Revised July 18,2007
Scale 1"=200' o- Soil Profile Hole
House,Well and Drain Field Sites `.
Parcel 12
A Division of Tax Map 114-67 /00.2' S ss,
Albemarle County,Virginia ' D • N,88°2' �5 c i80•f
Steve Gooch Consulting Geologist
703 Oliver Creek Road _ _ 112 '
ner on R_W
Troy,Virginia 22974 .16150"W , 4.68' •
Iron on line O D1 if • _-- -TE- N (Primary and Reserve) z — —_ no
v
75 34'331E 101.5' Na N
// °< TN I l4- 67M 1 0F
�
•
h icp• m
s,6so
/06
i O A, • ROpOSFO /O,fi ^-E
/�O� v.` /k SNpjF�SEpT/� _ Ntk
i!a OO S p /02 --
;Si _
III
C IL •: . HOine PARCEL 12 t .
mil' 10,00 Acres A N B6%6'W /02.6' a
• , Murcielago LLC,
Assumed Sett. '
411 /Oa0 DETAIL OF
DRAINFIELD
PROPOSED SEPTIC DRAINFIELD ON -3/4.---------7 P' = 50'
PARCEL 12 A PORTION OF .,
TAX MAP 1 t4 - PARCEL 67 aide°• ALTH p7%l14 - 67
Scottsville Magisterial District Qte%
Albemarle County Virginia 2c°" o34�? 9. 4
o '
• W. MORRIS FOSTER
•
No 998 W. I�ORRIS FOSTER
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DATE a 03-12-2019 ' �a o 50 100 200 aoo
...
LAND SURVEYOR'
• •�'�rgND rylOgm°tle — NELLYSFORD , VA. 1
nsoo(44 o p,4 , ' SCALE IN FEET
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/
L'
I.
,
Residue
A Division of Tax Map 114-67
Albemarle County
Existing septic system with 100%reserve area located on residue (Mount Ida Reserve Tasting
Room and Taphouse).
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