HomeMy WebLinkAboutSUB201600089 Study Final Plat 2016-04-30 171 prE3
Soils Study for Drain Field Sites
Lot 1 and Residue
A Division of TMP 103-57
Albemarle County
SUB:2016O0089
Prepared for:
Fred Wayne Shifflett
3109 Rolling Road
Sclottsville, VA 24590
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
April 30, 2016
Page 1 of 5
OSE/PE Report for:
Sur Construction Permit I I Certification Letter Subdivision Approval
Property Location:
911 Address: 3103 Rolling Road City:
Lot 1 Section Subdivision
GPINorTaxMap# 103-57 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Fred Wayne Shifflett
Street: 3109 Rolling Road
City:Scottsville State VA Zip Code 24590
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 4/30/16 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 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.
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
I recommend that a(select one): c nstruction permit❑ certification letter subdivision approval ✓1
be(select one)issued denied
OSE/PE Signature /�� . "2:57)7/4. Date Yi 30/(6
)2a5czA-c
Soil Profile
Lot 1
Nitime A Division of TMP 103-57
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-6 A Dark gray(10YR 4/1) loam, friable 3
6-16 E Very pale brown(10YR 5/3)clay loam, friable 3
16-23 BC Strong brown(7.5YR 5/8) clay loam, friable, 25-40% 3
schist fragments
23- Cr
B 0-4 A Dark gray(10YR 4/1) loam, friable 3
4-10 E Very pale brown(10YR 5/3) clay loam, friable 3
10-18 BC Strong brown(7.5YR 5/8) clay loam, friable, 25-40% 3
schist fragments
18- Cr
C 0-4 A Dark gray (10YR 4/1) loam, friable 3
4-10 E Very pale brown(10YR 5/3) clay loam, friable 3
10-20 Bt Strong brown (7.5YR 5/8) clay loam, friable, 25-40% 3
schist fragments
'to"' 19- Cr
D 0-6 A Dark gray(10YR 4/1) loam, friable 3
6-16 E Very pale brown(10YR 5/3) clay loam, friable 3
16-21 BC Strong brown(7.5YR 5/8) clay loam, friable, 25-40% 3
schist fragments
20- Cr
E 0-6 A Dark gray(10YR 4/1) loam, friable 3
6-22 BC Yellowish red(5yR 5/8) silty clay loam, friable, 25-40% 3
schist fragments
22- Cr
'torr
Page 3 of c
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/30/16 Submitted to Albemarle County Health Department
Applicant Fred Wayne Shifflett Telephone Number (434)971-5551
Address 3109 Rolling Road Scottsville, VA 24590
Owner same Address same
Location 3103 Rolling Road
Tax Map 103-57 Subdivision
Block/Section Lot 1
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? Gc Yes r No
Describe summit, shoulder
2. Slope 9 %
3. Depth to rock or impervious strata: Max. 23" Min. 18" None
4. Depth to seasonal water table (gray mottling or gray color) IX No I— Yes inches
free water present r No r Yes range in inches
6. Soil percolation rate estimated R. Yes Texture group I II III IV
r No Estimated rate 75 min/inch
7. Permeability test performed r Yes
IX No
If yes, note type of test performed and attach
I5 Site Approved: Drainfield to be placed at 5" depth at site designated on permit.
r 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. I` Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
r Proposed system too close to well.
T r Other Specify
(attach additional pages if necessary)
pee _ q 9r
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.
*%10r
This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, fnly the reserve
area(check one)for Lot 1 —A Division of TMP 103-57.
Design Basis
Total length of available area: 80' +40' Total width of available area: 70'
Estimated Perc.Rate: 75 at6" in. (depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : Pum Distribution method (specify): Pump
Dispersal system basis3cTable 5.4(LPD) LGMI required? No(Yes/No)
Effluent quality required:_Secondary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 375 Total trench bottom area required:_4500
Area Calculations
Number of trenches 36 (23 80's+ 13 4O's) Length of trenches:_80' (23)+40' (13)
Width of trenches: 1" Center to center spacing: 2'
Reserve required?_this is reserve _ Percent reserve area required: 200
Total width of absorption area required 70' trench bottom area provided: 4720
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
)7age.
i -... arillt..44Emmoli
1
TMP 103--65s ,
OLD ACREAGE: 5.59 ACRES / .r,
ip
PLUS PARCEL 2 se 0.74 ACRES r 'Ira.
NEW ACREAGE: 4.21 I,LPARt2 . 2 t.S. '�. f..
0.74 ACRES ''P.$.
Scale 1"= 100' •- Soil Profile Hole
XI ,..10*
House, Well and Drain Field Sites r
Lot 1 1
BUFFER I.S.
A Division of TMP 103-57 l// 0.0
Albemarle County, Virginia 91 ,�" ";pts -.-"
- 9 /de"''''' TS. 1
Steve Gooch Consulting Geologist 1' ,,y•
0: r
703 Oliver Creek Road
Troy, Virginia 22974 ��,*' r.
, '
ill
PTOFLAT 1: 2.00 ! s
I PLUS PARCEL Y: 0.35 ACS ;fit
ll AMP= 4
. 35 A� ,$.
illior 'tom 103-190 ' itia / ik.
,K '•~4
/�I V r .1 $
' . s b
J t" N ` 4 , ,, , t t
ZI"� j•�r P'
s
ki
/ P . , • . it , z
�. TMP 103-57
+ 4.F. n PP 4 OLD lam: 7.33 ACRES
���. .10 ACRES
N� � � PLUS PARCEL X. O
i/ nal.9 '1.,„ , # tESS PARCEL Z: 0.74 ACRES
J y1 f MSS PT O LOT 1:1
' �aPP ) ! No ACREAGE..
4+ i ACRES I.F.
/
LE.14VE .1.t
t . . . :
\ \ Defile
14 (epi • : +
4..\ -.• 1 % -41 ane Rasa
TMP 103-59E31 �� : 3 ' ' ' . *,'`�
OLD Ate: 3.10 ACRES 401iWi." 1$1"341°Yit
. °- j 1� `
LESS PARCEL. X: 0.10 ACRES ik •► i . dixse
sfte
LESS PARCEL Y. 0.35 ACRES •
NEW ACR 2.B 4L ai PP
WA
PP it
Page 1 of 5
OSE/PE Report for: .
Construction Permit E Certification Letter Subdivision Approval NI
Property Location:
911 Address: 3103 Rolling Road City:
Lot Residue Section Subdivision
GPIN or Tax Map# 103-57 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Fred Wayne Shifflett
Street: 3109 Rolling Road
City:Scottsville State VA Zip Code 24590
Prepared by:
OSE Name Steve GoochLicense# 1940001284
Address 703 Oliver Creek Road
City Troy State VA Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 4/30/16 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 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.
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
Sore I recommend that a(select one): nstruction permit❑ certification letter subdivision approval ✓l
be(select one)issued denied U.
OSE/PE Signature 5 f _ /Erik Date 41I 30(l 6
z gr
Soil Profile
Residue
A Division of TMP 103-57
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
G 0-10 A Brown(7.5YR 4/4) clay loam, friable 3
10-24 BC Yellowish brown(10YR 5/8) silty clay loam, firm, 3
25-40% schist fragments
24- Cr
H 0-7 A Brown(7.5YR 4/4)clay loam, friable 3
7-20 Bt Pale brown (10YR 6/3) clay loam, friable, 25% schist 3
fragments below 12"
20- Cr
I 0-10 A Brown(7.5YR 4/4) clay loam, friable 3
10-31 BC Yellowish brown(10YR 5/8) silty clay loam, friable, 3
25-40% schist fragments
31- Cr
J 0-4 A Brown(7.5YR 4/4) clay loam, friable 3
err 4-9 EB Light yellowish brown(2.5YR 6/4) clay loam, friable 3
9-17 BC Yellowish brown(10YR 5/8) silty clay loam, friable, 3
25-40% schist fragments
17- Cr
K 0-8 A Brown(7.5YR 4/4) clay loam, friable 3
8-14 EB Light yellowish brown(2.5YR 6/4) clay loam, friable 3
14-34 BC Yellowish red (5YR 5/8) silty clay loam, firm, 25% schist 3
fragments
34- Cr
`rr
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/30/16 Submitted to Albemarle County Health Department
Applicant Fred Wayne Shiffiett Telephone Number (434)971-5551
Address 3109 Rolling Road Scottsville, VA 24590
Owner same Address same
Location 3103 Rolling Road
Tax Map 103-57 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? (X Yes ("' No
Describe shoulder
2. Slope 15 °A)
3. Depth to rock or impervious strata: Max. 34" Min. 17" None
4. Depth to seasonal water table(gray mottling or gray color) Ixx No r Yes inches
siiiiiree water present r No I" Yes range in inches
6. Soil percolation rate estimated lC Yes Texture group I II ® IV
No Estimated rate 85 min/inch
7. Permeability test performed I� Yes
No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 5" depth at site designated on permit.
E Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. (— Insufficient depth of suitable soil over hard rock.
3. 1— Insufficient depth of suitable soil to seansonal water table.
4. I- Rates of absorption too slow.
5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
(� Proposed system too close to well.
I— Other Specify
(attach additional pages if necessary)
Pct v5-4
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.
oihme
This abbreviated design covers the fi 4rimary and reserve area, 0 only the primary area, 0 only the reserve
area(check one)for Residue—A Division of TMP 103-57.
Design Basis
Total length of available area: 100' Total width of available area: 110'
Estimated Perc. Rate: 85 at 5" in. (depth) Number of bedrooms(or GPD): 3
1 2
Conveyance Method : 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: _409 Total trench bottom area required: 8614*
* includes increase in area due to slope
Sloe
Area Calculations
Number of trenches 44 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 86' Total trench bottom area provided: 8800
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
OLD AMAX: OWACM - ;
PLUS FARM 'i •• r
�.3; ACRES ,�7
, ,
NEW /CREWE: 4.21 /4C:RES 41 ci ..9 PAZ Ls. ' ' - r'j1 a,4- ' E,;
1\137 0.74 ACRES Ar., ,,, 'P.,.
r
4/X/ 0 --'"*".'
•
f./ i
43
Pek
i OW
` a
. STREAMBUFFER
•
DAP 103-56
f " L ,,.
S .
of LOT 1: 2.00 ACRES
i PLUS PARCEL Y: 0.35 ACS
NEW LOT 1 ACREAGE
j rA 2.35 ACRES ,$4trap 103-590 / l // l
/
' 7
i ft w 3
I IR} G11/4s .r g € X i
Fbillente it4 �s ' Viik t
�, f ..Nric') r .41# ' •TMP 1.03-57
is. I.F4',., pp
fPARC . Y r } 67, PLS X. 0.10 ACRES
f I o g�'cot LESS PIS. Z: 0.74 ACRES /
/
IbUi!11._ f ,,' w'� ' CESS PT OF LOT 1: 2.00 ACRES ,
(Vero.) ACREAGE: 4.69 ACRES
i.s. 11 ) i 1 i • ••rirr ) v. ,
Well ' I.E.1
ORM J1 s .
, \ \ \ ) ./&
y 4 t iy . +
4 _. ; 1 , , "4- . • D meld Sit+
' ` 7 1I( ' a Reserve)
C�3-5g81 ' � ; ► F � � � es�rve
TMP g ; > '
OLD ACREAGE: 3.10 ACRES { , t3� i
LESS PARCEL X: 0.10 ACRES * ' I ' ;
LESS PARCEL Y: 0.36 ACRS DAP 14
tEW ACREAGE. 2.6b ACRES •. A f pptf.
pp Scale 1"= 100' •- Soil Profile HoIQ
House, Well and Drain Field Sites
Residue
NEW LINE No 30. A Division of TMP 103-57
a EASES Albemarle Count , Vir_inia
1 Steve Gooch Consulting Geologist
PARCEL X OLD UNE 703 Oliver Creek Road
r in POWER POLE 0.10 ACRES `11; 1 Troy, Virginia 22974
1NOtx21.42" W
'""""....�.'.'"'�� 1t].i e+ '!1'x.12
,IO. � i25.12' ioi*