HomeMy WebLinkAboutSUB201800123 Assessment - Environmental 2018-09-04 Soils Study for Drain Field Sites
Lot 9 and Residue
A Division of Tax Map 127-15
Albemarle County
SUB2018-123
Prepared for:
David H. and Nancy K. Bass
P.O. Box 1706
Boca Grande, FL 33921
Prepared by:
Steve Gooch Consulting Geologist,Inc.
703 Oliver Creek Road
Troy, Virginia 22974
September 1, 2018
Page 1 of 5
OSE/PE Report for:
Construction Permit El Certification Letter D Subdivision Approval El
Property Location:
911 Address: City:
Lot 9 Section Subdivision
GPIN or Tax Map# 127-15 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: David H. and Nancy K. Bass
Street: P.O. Box 1706
City:Boca Grande State FL Zip Code 33921
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 9/1/18 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.
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): Anstruction permit❑ certification letterEi subdivision approval ri
be(select one)issued denied U.
OSE/PE Signature 121: - ��� Date ?!///jr
Pub 2 4
Soil Profile
Lot 9
A Division of Tax Map 127-15
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
A 0-4 A Reddish brown(2.5YR 5/4)clay loam, friable 3
4-24 Bt Red(10R 5/8) silty clay loam, firm 3
24-84 C Yellowish red (5YR 5/8) clay loam, friable 3
B 0-3 A Reddish brown(2.5YR 5/4)clay loam, friable 3
3-20 Bt Red (10R 5/8) silty clay loam, firm 3
20-40 Bt2 Red (2.5YR 5/8)clay loam, friable 3
40-64 Cl Brownish yellow(10YR 6/8) silt loam, 25-40%weathered 3
schist fragments
64-84 C2 Strong brown(7.5YR 5/8) silt loam, friable 3
C 0-6 A Reddish brown(2.5YR 5/4) clay loam, friable 3
6-24 Bt Red (10R 5/8) silty clay, firm 4
24-34 Bt2 Red (2.5YR 5/8) silty clay loam, firm 3
34-84 C Yellowish red(5YR 5/8)clay loam, friable 3
D 0-5 A Reddish brown(2.5YR 5/4)clay loam, friable 3
5-26 Bt Red (1OR 5/8) silty clay loam, firm 3
26-40 Bt2 Red (2.5YR 5/8) clay loam, friable 3
40-70 Cl Yellowish red (5YR 5/8) clay loam, friable 3
70-84 C2 Brownish yellow(10YR 6/8) silt loam, friable 3
E 0-5 A Reddish brown(2.5YR 5/4)clay loam, friable 3
5-34 Bt Red(1OR 5/8) silty clay loam, firm 3
34-50 Cl Yellowish red (5YR 5/8)clay loam, friable 3
50-84 C2 Olive (5Y 5/4) silt loam, friable 3
F 0-6 A Reddish brown(2.5YR 5/4)clay loam,friable 3
6-22 Bt Red(10R 5/8) silty clay loam, firm 3
22-48 Bt2 Red (2.5YR 5/8)clay loam, friable 3
48-84 C Yellowish red(5YR 5/8)clay loam, friable 3
Page 3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/1/18 Submitted to Albemarle County Health Department
Applicant David H. and Nancy K. Bass Telephone Number
Address P.O. Box 1706 Boca Grande, FL 33921
Owner same Address same
Location Old Green Mountain Road
Tax Map 127-15 Subdivision
Block/Section Lot 9
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IX Yes (- No
Describe shoulder
2. Slope 17 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Ix No P Yes inches
Free water present iX No r Yes range in inches
Soil percolation rate estimated IX Yes Texture group I II II IV
No Estimated rate 60 min/inch
7. Permeability test performed ( Yes
IX No
If yes, note type of test performed and attach
I Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. (— Position in landscape subject to flooding or periodic saturation.
2. r Insufficient depth of suitable soil over hard rock.
3. P 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. f 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.
This abbreviated design covers the (3$rimary and reserve area, 0 only the primary area, 0 only the reserve
area(check one)for Lot 9- A Division of TM 127-15
Design Basis
Total length of available area: 100' Total width of available area: 120'
Estimated Perc. Rate:60 at 60" in.(depth) Number of bedrooms(or GPD): 4
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: 452 _ Total trench bottom area required: 3616
Area Calculations
Number of trenches 14 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 120'_ Total trench bottom area provided:_4200_
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
�s, i. ADORI °k
4DAO D HH'$7oNANCY CRASS /-
g • : P.SOCA BRAWL FL 33921 124 6j c- '7 d
e"; 2. ACREASE BEFORE THIS RURAL SOIVISION PLAT: 277.09+/- AC 6S(AS PER TAXATION fRCOROID.
3. WARYTA - oofROM PO "A' B'TO"C' Ia pN A fT
" ,"0' IPTIYE ' •.7 ''' I.Z1 ATIO11 MAB Y"TA TAK@i T Y DATE.EA9k11T) �p/pp yj +� i p,1A�+�,
THIS ;DIN.
4. SHOULDSp,guien MIA►IMailiAHsOF THI T NDT PTO �TNE TFES[FA*CEL$
N.
5. T.M. TO THE N0
�IA� COIPANY(D.B.4TS-308.3!2 PLAT).
� 0. µ - IAO4XAN fA`;'' r, BRO PANY(V..8.272-151}.Apcgmowg 0q D
`,,�� B conavi op THAT MAY NgcrExIST ND TITLE_RffORT TO AANYEA00 TI I SOMA(. CO DITIO0MB.UTILLITIES,EEARDIENT3 $R
'N, 42.00 AtCRESE ‘,
iDETAIL
1 LOCA,y;�� $CAL£: r - 300'
t.M. . -sBA
COUNTY Of ALQElSARLE R
/ CIB MLB$ TE , Dm 4. .11 K.6ASB H
1117
1 PL
Y .B. 618-4041
PROPOSED ROUSE pf i".:
u,
T,M.127-46!(
ti i $ �' �(� SITE g r'eg MICHAQ 8.6
1 .`t n !n7'47'347E 1727,81' . • o' MELI 1f.HAMMER
r �34'33'M • 14-28
8, I )g -tiy ��' 2B2 .n. B4 • • ,t-.P'ROPOs,ED ' 40. oit -
g •17'031E % { , WELL sn-E
/ SET of m,62' LOT a es ara x
42.00 ACRES 'ype _ •
IRO i '.' '43 E eAAggII��MHHTETNT FOA STATE ROUTEMPTIpp 722
sET (0.8�34•$33-89 TOHA AT) 1 OLD= MOUNTAIN
1 ✓ 1 tO irs.ao'
f47'. IA;sol PROPOSED DRAIN FIELD STIT
'18'00"E (PRIMARY AND RESERVE) )
.32' e• AT 95 OO'
re D va, sago. �. • ' ''2 (2007) Ti"
IRON
T.M.127-15C SET LOT 3 0.8.1 04-
DAVID H.BASS 6 NANCY K.BASS THAU;'PLAT
0.B.B033-739 6 340 PLAT0.8.3433-80 THAU 72 PLAT
eit-
D.B.1179-701 ( 1)
LANE 0p.TA RADIUM ARC ' TANYEMt ' • ' • ► ''' SCARING
CI 4. . .11* t .01 '4'.`34'51'M
T.M.l27-1S0 C2 l� . : �• 4 T. , •.1 •�,D"M
LOT 4 03 B ! 1. 1 , .10 Bit 11.03'M
RURAL SUBDIVISION PLAT - -
A A PCRRTTION%CON AINING 42 TAX I27 PA 1S Scale 1"=600' •- Soil Profile Hole
THE PROPERTY OF DAVID H.S NANCY K.BASS House,Well and Drain Field Sites
LOCATED ON STATE ROUTE 722(01.0 GREEN MOUNTAIN ROAD) Lot9
AND STATE ROUTE 72BASHARON ROAD)
SAMUEL MILLER MAGISTERIAL TY, DISTRICT A Division of Tax Map 127-15
AUENARLE SCALE: 1"- 400' DATE: DULY 9. 2018 GA
Albemarle County,Virginia
Steve Gooch Consulting Geologist
FOR 703 Oliver Creek Road
DAVID HA NANCY K.BAS$
Troy,Virginia 22974
RO18R M.RAY 8 A88UC. INC.
cow
« , A i � V INIA 2ZA0!
USIA•. 43tiB Si9B USIA
Page 1 of 5
OSE/PE Report for:
Construction Permit l l Certification Letter [1 Subdivision Approval a
Property Location:
911 Address: City:
Lot Residue Section Subdivision
GPIN or Tax Map# 127-15 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: David H. and Nancy K. Bass
Street: P.O. Box 1706
City:Boca Grande State FL Zip Code 33921
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 91/18 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.
ElThe 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)issueda denied U
OSE/PE Signature .-&)Q., r f�rj Date 40,
Soil Profile
Residue
A Division of Tax Map 127-15
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-45 Bt Red(10R 5/8) silty clay loam, firm 3
45-84 C Brown(7/5YR 5/4)clay loam, friable 3
2 0-8 A Yellowish red (5YR 5/8) loam, friable 2
8-46 Bt Red(10R 5/8) silty clay loam, firm 3
46-84 BC Brown(7.5YR 5/4)clay loam, 25% weathered schist 3
fragments, friable
3 0-8 A Yellowish red(5YR 5/8) loam, friable 2
8-44 Bt Red (10R 5/8) silty clay loam, firm 3
44-84 BC Brown(7.5YR 5/4)clay loam, 25%weathered schist 3
fragments, friable
4 0-4 A Yellowish red(5YR 5/8) loam, friable 2
4-35 Bt Red (10R 5/8) silty clay loam, firm 3
35-60 Cl Yellowish red(5YR 5/8) clay loam, friable 3
60-84 C2 Yellow(IOYR 7/8)loam, friable 2
5 0-4 A Yellowish red(5YR 5/8) loam, friable 2
4-46 Bt Red (1OR 5/8) silty clay loam, firm 3
46-84 C Light red(2.5YR 6/8)clay loam, friable 3
Page 3 of 4
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 9/1/18 Submitted to Albemarle County Health Department
Applicant David H. and Nancy K. Bass Telephone Number
Address P.O. Box 1706 Boca Grande, FL 33921
Owner same Address same
Location Old Green Mountain Road
Tax Map 127-15 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? (X Yes r- No
Describe shoulder
2. Slope 7 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) fX No r Yes inches
- Free water present rX No r Yes range in inches
Soil percolation rate estimated IX Yes Texture group I II QD IV
I No Estimated rate 60 min/inch
7. Permeability test performed I Yes
.X No
If yes, note type of test performed and attach
Ix Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. r Position in landscape subject to flooding or periodic saturation.
2. I— Insufficient depth of suitable soil over hard rock.
3. n Insufficient depth of suitable soil to seansonal water table.
4. I— Rates of absorption too slow.
5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. P Proposed system too close to well.
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.
This abbreviated design covers the �rimary and reserve area, 0 only the primary area, 0 only the reserve
area(check one)for Residue- A Division of TM 127-15
Design Basis
Total length of available area: 80' Total width of available area: 150'
Estimated Pere. Rate: 60 at 60" in.(depth) Number of bedrooms(or GPD): 4
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: 452 Total trench bottom area required: 3616
Area Calculations
Number of trenches 16 Length of trenches: 80'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 138' Total trench bottom area provided: 3840_
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
"' IVOWINWEIL RiigAD 1.0 M1f1I 0 s DA nPIANOY .! PIANO R.VA=
.• ' _ Q ? R. 33921
/ 2. ACAEME WORE THIS
MAi�Y K.eAse WIN '��':'���:PI�C ,,IPTIYE V:14°YriSi ':7
4. AN C
T'iz' ® . �•.\ P 'T` nauaN
T.fMRe s5 • 5. T.M.116690,
WIN 'j \ e. AN
I \`. °' rNON is
� THAT MAY 100
1 ./ N\
— NOTARY SEAL VICI LAITY ; — /- , •' ```,•\
SCALE: 1' NW / ; /' .
i i
-- / TE
L T t'. :"\
, 1 /1 "Zs' ; '''2 .
o.e.
NOTARY SEAL .1
i P %1 �i
e, )(/..'
4 PROP1
i 16 I / i® SITE
/ \ 7ri.•, NS7.47'WE
•
1 .,
DATE // T.M.!V7-i6 Q. ' / 7np•E ..
A YID N.
. T // •. lii. .,� LOT 9
�. "4 42.00 ACiEEE
/ .st
• • AVE EASEMEN
T (0.9 3433I-59 T
PROPOSED peg ; • . /- Acres
TI WELL SITE----/• PROPOSED HOUSE ST �'
8 MA A i/ , SITE / 1e 6'E
a if
4 .-io .-- / AA s
• T.M.127-15C (ET
0 IRON
� �., / 2007)
. PROPOSED DRAIN FIELD Silt OA)..... O.`.00h� �(PRIMARY AND RESERVE)
IktiSS
{TION T
,1, . .Y /� .44 0.6.3 17 71'2 PLAT
aI T1EW.- / ��rqb r••-
THE % �• Ill to •f:IxW A
ANO � .LOT 4 .
:1;*.'e.. _Ai/
- i. r
/ - -- Scale 1"=600' •- Soil Profile Hole
't' use, Well and Drain Field Sites
T.T.N.LOT 5 1A Residue
�`,,, //if&
i ( -. A Division of Tax Map 127-15
- ,., Albemarle Country,Virginia
�• •.\ T. raj 1e Steve Gooch Consulting Geologist
703 Oliver Creek Road
Eli I FOR RECOROATON COPY ' . ?,...,,,,,LoT
Troy, Virginia 22974
p__ \.
GRAPHIC SCALE 1•'.1i0'' \�-,,,, / mum w.0
M -T. .1331C `
INI r�� LOT 7 I
Ci(-., . . •,.
I. �� RA
0 400 900 1200
IF ANY..... .. •..• v,....wr.. ...,,. •.• wll ww ROAD P,` 1 1. USHERS 0,' DAVID KSC NANCYADOFB K.BASS
THE DESIiE of T}f UIDI�lEQ'OI�ERlS7.PROH�Ni1ETORS AND/di Tfit SS2.
PCA FL 33921
ACR ASE BEFORE THIS RURAL SUBDIVISION PLAT: 277.09+/- ACRES(AS PER TAXATION RECOPQS).
CO ; / 3. THE BOUNDARY DATA SKIMS HEREON FROM POINTS'A*T0'B'TO'C' IS BASED ON A CURRENT FIELD
SHARON --J•
/4� , �Y. ALL OTHER BOUNDARY DATA MOWN WAS TAKEN FROM A PLAT BY THIS 'IMAM'
DAVID H.BASS NANCY K.BASS ROAD ,..--./
/�/�`(30'PiIESCRIPTIVE �� MAY ! 2007 RECORDED IN 0.8.3433-OB 72.AND WAS NOT RESURVEYED THIS DATE.
.=.'_=_ EA9N3@IT) (2007) YEAR MONUIEMTAT/ON WAS PREVIOUSLY SET 8Y THIS FIRM.
HAT ADDITIONAL PARCELS
i 4. SHOULD AN OFFICIAL ISSTT..THE INTENT OF S OF OF THIS FFLLART IS NOAL T TO COMBINE THESE
CITY/COUNTY OF •-fir J' „ *CS OR EXTINGUISH DEVELOPMENT RIGHTS.
OID STATE OF T.04.127-15 OLD GREEN ; `'• 5. T.M.127-15 IS SUBJECT TO THE FOLLOWING:
THE FOfEBOINS INSTRUIENT WAS AC1010MEDBEO RESIDUE MO AIN .� \` A. AN EA�}ENT TO VIRGINIA TEAN ELECTR 9 TELEGRAPH COMPANY M.8.475-308.312 PLAT).
ROAD B. AN EASEMENT TO APPALACHIAN ELECTRIC POWER COMPANY(0.8.272-151).
BEFORE ME THIS GAY OF \� 8. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.
2018.8Y DAVID N.BABS / ' THI � THAT
9MAYl ; TO ANY ADDITIONAL CONDITIONS UTILITIES EMENTS EAS AHD/OR
,\
NOTARY PUBLIC 0 .,\` 9
MY COMMISSION EXPIRES : NOTARY SEAL vICINITY MAP / \`` 00T C ,t .
42.00 ACRESNilt.
SCALEQN
1'• 2000' +/- . ir ��
CITY/CO(BITY OF / /• `�� ►00t4 0 <
STATE OF , ` ` e ��� "
THE FOREGO/WO INSTRUMENT WAS ACKNONLEDGED ' /APPROXIMATE
' rus
BEFORE ME THIS DAY OF % / ' DETAIL201e. BY / 1NMDY K.BASS /� 1 LOCAT OSTREAM �� '300
TAKEN FAIN THE ► T.MLO7-15A
NOTARY PUBLIC * 1 /, 1$or WEBSI E DAVID H. 8 NANCY K.BASB 0
' APPROXIMATE • / D B' 6 see Ti U 72 L PLAT ' / 5
NY COMMISSION EXPIRES : LOCATIONTAH F OF
/ ?
NOTARY SEAL Y 1 - `�i�•
i •
APPROVED FOR RECORDATION : 6IS MBSTE E ii
/� PROPOSED HOUSE p/ ~
r ' l / ,�) SITE 0 �%<,,y T,M.127-45K
/
\ 173K44i I itAiET,F0,4
FOUND M87.47'34'E 1727.51' 0 6' MNELISSA W MICHAEL BRAMNER
1 84' 25.0r. 54.33'W D.8.2294-281
AGENT FOR THE BOARD OF SUPERVISORS DATE / I .g �.77' :r 4 ED 40. d j ms PUT
-748
r i 8 Tr / -7'17'03'E MMMM . .:; i etr , WELL SITE
THE LAND USE NOTESSHOWN ON THIS PLAT ARE IMPOSED AT T.M.127-15 wg ! 222.82' -
THE T OF THE DIRECTOR CF PLANNING. SY PL.ACING / DAVID H,BASS a NANCY K.BASS / LOT S21 13 .WHIS SIGNATURE ON THIS PLAT HAS DEEMED THAT �, 0.8.3433-SO THOHU 72 FLAT / 9c39.TMEC +*• AND : q WITH THE AL.BENIP.E 0.8.1998-406 \ 42.00 ACRES ' !� `COUNTYSp�IDjyE�g •,,,." ► DI THUS DATE. THESE ' D.B.is9B-4o$404 0 405 PLAT. N20'02'43•E STATE ROUTE 722
EASEMENNOTES AARE NOT M) THEIR• t'ti- COVENANTS RUNNING WITH THE .` D.8.2 1173-08, 3071 PLAT V 35'2.23' �0 51 DISTANCE 30'PRESCRIPTION EASEMENT
• ON TH S PLAT IS NOT INTDCEO •
O.B 8 MAT S (D.B.3433-89 THRU 72 PLAT) �'s OLD GREEN MOUNTAIN ROAD
TO THEN AS • ANY TO FUTURE
PROPOSED RESTIVE.RIGHTS swim HEREON S THEORETICAL. \ / Sp 175.00'
A. T.M.127-15 IS ZONED RA. /WELL SITE-----7• PROPOSED HOUSE �', Z' H PROPOSED DRAIN FIELD SITE
B. LOT 9 IS ASSIGNED NO OEVEIOPMENT SITS MO NAY NOT / 4 SrrE , .• N43'18'06'E r• • (PRIMARY AND RESERVE)
BE RJRTFER DIVIDED INTO LOTS OF THAN p 1.00 ACRES. ,
C. THf�IOIJE OF 7.M' ! HOED. HRIT DEN / ru. • 4 534.32' tr.`
RI AMD MAY BE Ft l O VI FOUM AT 25.00' T.M.127-48L
RI WERE DERIVH31 PAOM�� 1980 BCw� i ���777 IRDN N79 !:'43` to'. Q+� ,/ ROOT! PARCEL 12
OF T,M.127-13 AND FOUL T RIGHTS WI Puma) IRON SET '30'M 1$0 to'. '!2'60'M 'DOSS HEST'
FROM THE DECEMBER 1980 OF T.M.133-i 20+/- / a) FOUND 00 200.00' RICHAiD L.i
ACRES.SEE 0.8. TH U 72 PLAT). WHEN USED THEY i
94�-8� Q IRON NOREEN C.WILBOUWI
SHALL GE WITHIN THEIR DECEMBER 1960 BOLICARIES. T,M.127-ISC SET 0.8.1519-158
0. ppINB TO THE COUNTY OF 9I$ PROPOSED DRAIN FIEF SITE LOT 3 l2007) D.8,1384-748
MEBBITE.LOT 9 $ THE RESIDUE T.M.127 15 EACH /•., DAVID M,BASS C NANCY K.BASS THRU 753 PLAT
CONTAIN A BUILDING SITE THAT IES WITH SECTION / (PRIMARY AND RESERVE) D.B.5033-739 4 740 PLAT
4.2.1 OF THE AL COUNTY ZOMBISORDINANCE. 0.8.3433-60 TF'BJ 72 PLAT
E. WATERSHED.
LIE WITHIN A WATER 91>PP(_Y i .�..••• _ D.B.1173-701
F. TO THE A SDu E COUNTY 9IS SMITE �! j•.,• -.'`
1HHIgg�TY IS NOT LOCATED IN AN AGRICULTURAL- ••'••.,
FORESTAL DISTRICT. LIRE DELTA RADIUS ARC TANGENT CHOW CHORD BEARING
C. THE APPROXIMATE LOCATIONS OF THE STREAMS AND / 1' Cl 4'39'24' 2383.1! 192.08 98.08 192.01 S23'34'S!'M
STRUM BUFFERS SHOWS HEREON EON WERE TAKEN FROM THE i
COUNTY OF AL.BEMARLE 9IS SE8,4ITE AND SHALL BE 4'••''•• T,M.127-15D C2 13'00'13' 797.S8 181.00 90.93 180.70 H14.45'03'M,
q�p IN /►CCORDAMNCE WITH THE ALBEMARLE COUNTY �*%;••.,, LOT 4 C3 812'14' 981.66 143.,49_ 71.78 143.16 812'31'03'w
NATERI FRpTTIOM ORDINANCE. r ,
l''
M. RACK DIEN4ENTS: / `�\
/•.
Scale 1"=600' .- Soil Profile Hole
REAA g RURAL SUBDIVISION PLAT Well and Drain Field Sites
- ��, T.M.133-1A LOT CONTAINING 42.00 ACRES House,
\ EDT 5 A PORTION OF TAX NAP 127 PARCEL. 15
THE PROPERTY OF OAYIO H.0 NANCY K.BASSLot 9 and Residue
LOCATEA' ( ON STATE ROUTE 722(OLD GREEN MOUNTAIN ROAD) A Division of Tax Map 127-15
\`,\, ``\ AND STATE ROUTE 723 ROAD)
`\ SMIEL MILLER NAGIS IAL DISTRICT Albemarle County,Virginia
4A T.M.133-18 ALSENARI.E COUNTY. VIRGINIA Steve Gooch Consulting Geologist
cm
IES \-, ?(''' ,„LOT a gCALE i 400• DATE: DULY 9, 2018
HEALTH DEPARTMENT COPY 703 Oliver Creek Road
NOT FOR RECOROATON \, FOR Troy,Virginia 22974
ie.No..OMNI �` DAVID H.0 NANCY K.BASS
CDO `
GRAPHIC SCALE 1'a406- 'Ns, i ROGER W.RAY F ASSOC. 'NC.
T.M,133-iC 583 BERKMAR COURT
IR-�_=111111111111111111MIIiMMIIIIMrrISHOM-I LOT 7 I CHARLOTTESVILL IR VBINIA 22901
0 400 800 1200 TEL£P�KOIEYSIlR ((YEYI CD95 3195 1331E