HomeMy WebLinkAboutSUB201700082 Study 2017-08-07 Soils Study for Drain Field Sites
Lot A and Residue
A Division of Tax Map 45-48B
Albemarle County
SUB: 201700082
Prepared for:
Fusion Properties, LLC
325 Barrack Hill
Charlottesville, VA 22901
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road ' .) ' '' i
Troy, Virginia 22974 ���
August 7, 2017 Received
SEP 5 2017
Charlottesville/Albemarle
By +rl �
y�l ment
Page 1 of 7
OSE/PE Report for:
*4111 Construction Permit fi Certification Letter Fl Subdivision Approval 111
Property Location:
911 Address: 2916 Earlysville Road City:
Lot A Section Subdivision
GPIN or Tax Map# 45-48B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Fusion Properties
Street: 325 Barrack Hill
City:Charlottesville State VA Zip Code 22901
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 8/7/17 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 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
slime I recommend that a(select one): c nstruction permit❑ certification letter El subdivision approval ✓❑
be(select one)issued denied .
OSE/PE Signature i'.,aLe ADate 7t7//
Soil Profile
Lot A
A Division of Tax Map 45-48B
Earlysville Road
ftoe Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-5 Al Grayish brown(10YR 5/2)loam, friable 2
5-17 A2 Light yellowish brown(10YR 6/4) sandy loam w/quartz 2
gravel, friable
17-48 Bt Red(10R 5/8) silty clay loam, firm 3
48-60 Bt2 Red(2.5YR 5/8) clay loam, friable 3
60-84 C Yellowish red(5YR 5/8), light reddish brown(5YR 6/4) 2
sandy clay loam, friable
2 0-3 Al Grayish brown(10YR 5/2) loam, friable 2
3-13 A2 Light yellowish brown(10YR 6/4) sandy loam w/quartz 2
gravel, friable
13-22 Ebt Reddish yellow(7.5YR 6/8) sandy clay, firm 4
22-36 Bt Red(10R 5/8) silty clay, firm,w/yellow(10YR 7/8) 4
mottles
36-49 Bt2 Red(2.5YR 5/8) silty clay loam, firm 3
49-84 C Light reddish brown(5YR 6/4) clay loam, friable 3
yellowish brown(10YR 5/8) sandy loam
3 0-5 Al Grayish brown(10YR 5/2) loam, friable 2
5-10 A2 Light yellowish brown(10YR 6/4) sandy loam w/quartz 2
gravel, friable
10-32 Bt Red(10R 5/8) silty clay, firm, w/yellow(10YR 7/8) 4
mottles
32-53 BC Red (2.5YR 5/8) clay loam, friable, w/yellowish red 3
(5YR 5/8) sandy clay loam
53-84 C Yellowish brown(10YR 5/8) sandy loam,massive, friable 2
4 0-3 Al Grayish brown(10YR 5/2) loam, friable 2
3-8 A2 Light brown (7.5YR 6/4) loam, friable 2
8-36 Bt Red(10R 5/8) silty clay loam, firm 3
36-84 C Yellowish red (5YR 5/8) sandy clay loam, friable 2
5 0-3 Al Grayish brown(10YR 5/2) loam, friable 2
3-9 A2 Light brown (7.5YR 6/4) loam, friable 2
9-43 Bt Red(10R 5/8) silty clay loam, firm 3
43-53 BC Red (2.5YR 5/8) clay loam, friable, w/yellowish red 3
(5YR 5/8) sandy loam
53-84 C Light reddish brown(5YR 6/4) sandy loam, massive, 2
%Iwo friable
Soil Profile
Lot A
A Division of Tax Map 45-48B
Now Earlsyville Road
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
6 0-4 A Brown(7.5YR 5/4) clay loam, friable 3
4-24 Bt Reddish brown (2.5YR 5/4) silty clay loam, firm 3
24-48 Cl Red (2.5YR 5/8) schist saprolite, crushes to loam, 25%hard 2
schist fragments
48-84 C Light reddish brown(5YR 6/4),yellowish red (5YR 5/8) 2
sandy clay loam, friable, w/10-20%weathered gneiss
fragments
7 0-3 Al Grayish brown (10YR 5/2) loam, friable 2
3-9 A2 Light brown(7.5YR 6/4) loam, friable 2
9-34 Bt Red(10R 5/8) silty clay loam, firm 3
34-60 Bt2 Light red(2.5YR 6/8) clay loam, friable 3
60-84 C Brownish yellow(10YR 6/8), light reddish brown 2
(5YR 6/4) sandy clay loam, friable
olio ,, 8 0-3 Al Grayish brown(10YR 5/2) loam, friable 2
3-8 A2 Light brown(7.5YR 6/4) loam, friable 2
8-40 Bt Red (10R 5/8) silty clay loam, firm 3
40-78 BC Red (2.5YR 5/8) clay loam, friable, w/yellowish red 3
(5YR 5/8) sandy loam
78-84 C Reddish yellow(7.5YR 6/8) sandy loam, massive, friable 2
r
Page of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
itr.r
Date 7/29/27 Submitted to Albemarle County Health Department
Applicant Fusion Properties, LLC Telephone Number (434)906-2702
Address 325 Barrack Hill Charlottesville, VA 22901
Owner same Address same
Location 2916 Earlysville Road
Tax Map 45-48B Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? GC Yes r No
Describe shoulder
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) No r Yes inches
Free water present RC No 1— Yes range in inches
Soil percolation rate estimated IX Yes Texture group I II III IV
I— No Estimated rate 55 min/inch
7. Permeability test performed {— Yes
No
If yes, note type of test performed and attach
R. Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. E Insufficient depth of suitable soil over hard rock.
3. I— Insufficient depth of suitable soil to seansonal water table.
4. 1 Rates of absorption too slow.
5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r Proposed system too close to well.
sow ,,, r 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 for a certification letter or subdivision approval.
‘r✓ �
This abbreviated design covers the ❑ primary and reserve area, 0"only the primary area, 0 only the reserve
area(check one)for Lot A-A Division of TM 45-48B
Design Basis
Total length of available area: 100' Total width of available area: 90'
Estimated Perc. Rate: 55 at60�' 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: Prima (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 412 _ Total trench bottom area required: 1648
Sloe
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.
Somme
Page of
AOSE Form E Revised July 18,2007
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, TTY ily the reserve
area(check one)for Lot A-A Division of TM 45-48B
Design Basis
Total length of available area: 50' Total width of available area: 75'
Estimated Perc. Rate: 55 at 60" in. (depth) Number of bedrooms(or GPD): 4
1 2
Conveyance Method : 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: 744
Area Calculations
Number of trenches 6 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 48' Total trench bottom area provided: 900
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
/ MERCOMFICAVON 01
Tli'secommasco / The lbYnotioYnidM4wnmoan bwiltMlmoonee tondb
CDWALOWInti6tflr /
JalAlwti'ayh d ieatlk c seS c.matm RTo�i S.E^d fi
l llatlE !!AORAID /I ae
da
1• %,. ` Monk oad,t W nPRahn PaoporMl lie,°Inv Ogle ,
`.� N 1A17.d4 / W ;Fe
let
PUITSCULAIOCOMPANY ILC
COMM ATOMS iflit .
11001C PAGE 601+riia,.. 1,1s4kit. 4. . i ih, 7 • �`
ei= t42
•
I.MOW
i>1Dk'filild 100PACBSI9
i . c
X :f1� 1
. .gIIIIIIIIMN pm 001
MOONai
,i, w.\\...4moikkuppo171:01:131214°P " (11.11*-141111 111111161:$111 11114Sh. 411111411‘111:11111 tt'6 :4: . ' 1 4:74' '
•
fidillattli atm
MOM= ACISO
/ 9UFP
t ,
441% '1‘111 ' '' )(I e ,4 flt,1,440.
WM11
ADUODX0tAM= ,� 1` t b 0tf%
.4. w 'a�
• (weo
-40 iit:::.kit::: i - ,
r , ,
k>066i
Jay y/
NfEl ONS W„/
. otatiu nA ro ,, sScale 1"= 100' d- Soil Profile Hole
arlt/ttl.br_ONONONtmt>rtel,.RaMarnatlrlapatend�atk 11101 ,oltMtaai House, Well and Drain Field Sites
, a xar dido< wr1.+ w a d.. J'`%✓/ Lot A
• VINIODAllsollolYbrany4 SO. •
t. dn'w,�ry+ srp alwtnarawtsMMat v / *1 A Division of Tax Map 45-48B
L etAarr+• r�MdwNnantAao�lle MMaiAkf,
� ++drtir lap mihitoimpla Albemarle County,Virginia
t. �Wentei'Wee� Steve Gooch Consulting Geologist
1. m ..0.0o,,�m�ea.�rca�lrr taw*Idea► mwwa�w+ l► '� 8 gi
" totbil°° °°°"'°1°"'m�""g°""' '"°' a'°�"'""' /'� 703 Oliver Creek Road
wdsrm.arlogrukiaMw.aor..,nNtaatsle otr+,tentrodititNi tionnlat/Mp
ti. Pcuun'awr>Ira•m.«•+dbrah*sdoedtow` Cyd a :new+nN. / Troy,Virginia 22974
Page 1 of 6
OSE/PE Report for:
Noire Construction Permit T1 Certification Letter Subdivision Approval El
Property Location:
911 Address: 2916 Earlysville Road City:
Lot Residue Section Subdivision
GPIN or Tax Map# 45-48B Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Fusion Properties
Street: 325 Barrack Hill
City:Charlottesville State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
%kw Address
City State Zip Code
Date of Report 8/7/17 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 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): nstruction permit❑ certification letter el subdivision approval ✓❑
be(select one)issued denied U.
OSE/PE Signature .Q /10-114_ Date Y011?7/r'
Soil Profile
Residue
A Division of Tax Map 45-48B
Earlysville Road
skre Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown (7.5YR 5/4) loam, friable 2
4-30 Bt Red (10R 5/8) silty clay loam, firm 3
30-120 Cl Brownish yellow(10YR 6/8) silt loam,massive, friable 3
2 0-4 A Brownish gray(10YR 5/2) loam, friable 2
4-13 A2 Strong brown(7.5YR 5/8) sandy clay loam, friable 2
13-36 Bt Red(2.5YR 5/8) silty clay loam, firm, 15%quartz 3
36-84 Cl Light reddish brown (5YR 6/4), yellowish red (5YR 5/8) 3
clay loam, friable
84-120 C2 Light reddish brown(5YR 6/4) sandy loam, massive, 2
friable
3 0-7 A Brown(7.5YR 5/4) loam, friable 2
7-27 Bt Red (10R 5/8) silty clay loam, firm 3
27-57 Cl Reddish brown(2.5YR 5/4) schist saprolite, crushes to 3
silt loam, 40%weathered schist*fte, 57-120 C2 Light reddish brown(5YR 6/4) sandy clay loam, friable 2
4 0-4 A Brownish gray (10YR 5/2) loam, friable 2
4-12 A2 Strong brown(7.5YR 5/8) sandy clay loam, friable 2
12-45 Bt Red(10R 4/8) silty clay, firm, w/yellow(10YR 7/8) 4
mottles
45-60 Bt2 Red(2.5YR 5/8) clay loam, friable 3
60-90 Cl Yellowish red(5YR 5/8) sandy clay loam, friable 2
90-120 C2 Yellowish brown(10YR 5/8) sandy loam, massive, friable 2
5 0-4 A Brownish gray (10YR 5/2) loam, friable 2
4-10 A2 Reddish brown(5YR 5/4) clay loam, friable 3
10-47 Bt Red (2.5YR 5/8) silty clay loam, firm 3
47-66 Cl Yellowish red (5YR 5/8) clay loam, friable 3
66-120 C2 Yellowish brown (10YR 5/8) sandy loam, massive, friable 2
Page of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 7/29/27 Submitted to Albemarle County Health Department
Applicant Fusion Properties, LLC Telephone Number (434)906-2702
Address 325 Barrack Hill Charlottesville, VA 22901
Owner same Address same
Location 2916 Earlysville Road
Tax Map 45-48B Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? 6c Yes r No
Describe shoulder
2. Slope 10
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) R. No r Yes inches
Free water present I No r Yes range in inches
Soil percolation rate estimated Ix Yes Texture group I II 43 IV
No Estimated rate 50 min/inch
7. Permeability test performed r Yes
g No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 90" depth at site designated on permit.
E Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. r 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. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. E Proposed system too close to well.
E 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 for a certification letter or subdivision approval.
erre
This abbreviated design covers the 0 primary and reserve area, Rnly the primary area, 0 only the reserve
area(check one)for Residue-A Division of TM 45-48B
Design Basis
Total length of available area: 65' Total width of available area: 70'
Estimated Perc. Rate: 50 at90�' in. (depth) Number of bedrooms(or GPD): 4
I 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: 376 _ Total trench bottom area required: 1504
Niue
Area Calculations
Number of trenches 8 Length of trenches: 65'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 66' Total trench bottom area provided: 1560
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 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.
Skase Page of
AOSE Form E Revised July 18,2007
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 0 primary and reserve area, 0 only the primary area, R only the reserve
area(check one)for Residue-A Division of TM 45-48B
Design Basis
Total length of available area: 50' Total width of available area: 70'
Estimated Perc. Rate: 50 at90�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: 169 Total trench bottom area required: 676
Area Calculations
Number of trenches 5 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 39' Total trench bottom area provided: 750
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.
*two, Page of
AOSE Form E Revised July 18,2007
/ OWNER e
Tie 011110.4001K1) / The Ofelinatiss Maid Wm how be&lbanaoomateeent
Sire DONALD Vi titAIS
gtcxdattaaway,Ito tLIste atU . ; izm.m. r.a,i E
i IOOKgI PASS GI i JerYeeox� 1
/
, •
• � �/i *AA A sea liC,O+rrr Dela
�,. , Oadollmerik*Or;Mei
Ni!l0►7.pd /
-. 011400/11.110N
'`.,` M
'... AP
`t -
•,-** e
..
IMP 01040411)(41100
PIPMEMAND COMPANY>«
•0011EXY Anwar
Mb WM 441111V448 tien ,.
•
•
II4V i
Ott ' � RONOVID +__
e� AN
1 11000 MID PA�.118*
i 1., _ b:11111m.._ -4,4.
TODRAIN
irm�JIM - i
`r. w Xl 'j, . .
",,,. 1 01.
li
��` 111 el la ft
e
r
.. WA Ialimatill
btlaSthrig ' . 1244"14.41210 1(1111111641‘ '111%14. 4,441,
P\.42,43 spttueliONNOOMMit 14C , 4. ,A;;„1,4 • * . . '
DOD score*PAOLA*
'MOW.* 204231 SA Li
''�off . Mit
•
le PT.WRACK i
N TO DRAM flitth i 4 7•..
4
4.00,. 0.1#q*L' .
PAX
:4,4 '
,.. .. - 4 , , ,
UV 011oatioakome
NS; FMtn AM/AMMON
lo`Aa `,4
h���* . %•, it �� r6 N
+ er r
.44 :1•:.&-,7****
, �s Ali ..:,! 4,.., ;
4111114;k1,14,0 4.
itetNIetMOeeeitoaaasumini Wow*
NA1' II'N�
�voa arrawor roe .1 /1444 ' Scale 1"- 100' t4 Soil Profile Hole
Thisgatitatbansomacehaditsbaneotectoottai"' 1i*Ws" + ►X«n+.traon lea *OS* •.,�,.�Isimoidundomftemnittmontursittompay
House, Well and Drain Field Sites
lb `a'"'ri"aflawri bieroi M.
Residue
xowwrre.rt° w° '+ese�., n�.,,�r+�err�e.we��.wr a ,ru tua„
mot ieetbned+ettibonfeartep���� + A Division of Tax Map 45-48B
rbMdvellne eilbreetecer*b►+ rlte�0oa1 •
'lto ` Mip °'t�•�e tee. // Albemarle County, Virginia
Assstele1"1 we °"` erl /'� Steve Gooch Consulting Geologist
NtonversiotPaul «�r"me"lba°�°�"."."��orna.yte.�"."�"b ihnoor enfil' e�itlr�, •akidIK
703 Oliver Creek Road
mug*vas mood,biae�► Inwe�mwkzwast ,, . , Troy,Virg ria 22974