HomeMy WebLinkAboutSUB201600040 Approval - Agencies 2016-04-23 OV A
i;71 E,79,173 'nc v i5
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
April 25, 2016
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville,VA 22906
RE: SUB201600040 TMP 95-15—Two Lot Division
Dear Ms. Batten:
The County of Albemarle has received application to develop/subdivide[Tax Map 95 Parcel 15]. This project
requires Health Department approval before receiving final County approval. The applicant has provided soils
information for the proposed 2.267 acre Lot A and the 2.972 acre residue parcel,which is attached. Please review the
proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2,4.2.3,
4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments
please feel free to contact me.
Sincerely,
Christopher P. Perez
Senior Planner
Department of Community Development
Voice: (434)296-5832 ext. 3443
email: cperez@albemarle.org
Commonwealth of Virginia VDH Use Only
Health Department ID#
Application for Subdivision Review Due Date
(Page 1 of 2 to be filled out by the Owner or Agent) APR"'n 71
Owner Tom Strawn Phone (434)906-5694
Mailing Address 4939 Richmond Road Phone
Keswick, VA 22947 Fax
Developer/Agent Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,VA 22974 Fax
AOSE Steve Gooch Phone (434)531-0487
Mailing Address 703 Oliver Creek Road Phone
Troy,VA 22974 Fax
Directions to Property: From Charlottesville take Rt.250 East past Boyd Tavern to 4939 Richmond Road on right
Name of Proposed Subdivision
Tax Map 95-15 Other Property Identification Dimension/Acreage of Property 5.239 Ac.
Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,individual
General size of lots 2,972Ac&2.267 Ac. (give range if appropriate)
Additional description of subdivision
Overview of soils and geology(optional but encouraged)
In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite
sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot,if applicable.
Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If
not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm
drainage,water supplies,easements, lot lines,and original topographic contour lines by detail survey or other information as required.
When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be
clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied.
I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the
purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite
Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved.
Signature of Owner/Agent Date
Commonwealth of VirginiaHealthDepartm HUseOnly
Application for Subdivision Review Due Date
(page 2 of 2 to be filled out by the county official requesting a VDH review)
County Office initiating request
Contact Individual Phone
Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and
regulations governing sewage treatment and dispersal and private water supplies,compliance with local ordinance governing
sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please
indicate the nature ofreview you are asking the health department to conduct.
1. Review for conformance with the Sewage Handling and Disposal Regulations
2. Review for conformance with local onsite wastewater ordinances
3. Other(describe below)
Name and title of requestor Date
OSE Form F Revised 7/02/09
err pirro.c),- ,
Soils Study for Reserve Drain Field Sites
Lot A and Residue
A Division of TM 95-15
Albemarle County
SUB201600040
Prepared ffor:
Tom Strawn
4939 Richmond Road
Keswick, VA 22947
Prepared by:
Steve Gooch Consulting Geologist, Inc.
703 Oliver Creek Road
Troy, Virginia 22974
April 23, 2016
Page 1 of 5
OSE/PE Report for:
_ssy Construction Permit l l Certification Letter ► ! Subdivision Approval 7
Property Location:
911 Address: 4941 Richmond Road City:
Lot A Section Subdivision
GPIN or Tax Map# 95-15 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Tom Strawn
Street: 4939 Richmond Road
City: Keswick State VA Zip Code 22947
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 4/23116 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
14000,. I recommend that a(select one): nstruction permitf certification letter subdivision approval ✓�
be(select one)issued denied U U.
OSE/PE Signature 5 --€be-• ? r-e7C/4 Date Ctrz 3b6
pu.,e.. Z &
Soil Profile
Reserve Drain Field
Lot A
A Division of TMP 95-15
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Brown(10YR 5/3) clay loam, friable 3
4-15 E Yellow (2.6Y 7/6) clay loam, friable 3
15-544 Bt Strong brown(7.5YR 5/8) silty clay loam, firm 3
44-54 C Weak red (10R 5/3) schist saprolite, crushes to silt loam, 3
25%hard schist fragments
54- Cr
2 0-8 A Light gray (10YR 6/1) clay loam, friable 3
8-24 EB Pale brown (2.5Y 7/3) silty clay loam, friable 3
24-48 Bt Yellow(10YR 7/8) silty clay loam, firm, red(2.5YR 5/8) 3
mottles, white (10YR 8/1) feldspar @ 42'
48-53 C Weak red (10R 5/3) schist saprolite, crushes to silt loam, 3
25%hard schist fragments
53- Cr
3 0-4 A Brown(10YR 5/3) clay loam, friable 3
4-14 E Light yellowish brown (2.5Y 6/4) clay loam, friable 3
14-30 Bt Yellowish brown(10YR 5/4) clay loam, friable, 3
sub-rounded quartz gravel, yellowish red (5YR 5/8)
mottles
31- - Quartz
4 0-4 A Brown(10YR 5/3) clay loam, friable 3
4-14 E Light yellowish brown(2.5Y 6/4) clay loam, friable 3
14-30 Bt Yellowish brown(10YR 5/4) clay loam, friable, 3
sub-rounded quartz gravel, yellowish red (5YR 5/8)
mottles
31- - Quartz
5 0-8 A Brown(10YR 5/3) clay loam, friable 3
8-19 E Light yellowish brown (2.5Y 6/4) clay loam, friable 3
19-36 Bt Yellowish brown (10YR 5/4) clay loam, friable, 3
sub-rounded quartz gravel,yellowish red(5YR 5/8)
mottles
36-44 2Bt Brownish yellow(10YR 6/8) silty clay loam, firm w/white 3
(10YR8/1) and yellow(10YR 7/8)mottles
44- - Quartz
Page ''j of 72
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/18/16 Submitted to Albemarle County Health Department
Applicant Tom Strawn Telephone Number (434)906-5694
Address 4939 Richmond Road Keswick, VA 22947
Owner same Address same
Location 4941 Richmond Road
Tax Map 95-15 Subdivision
Block/Section Lot A
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? I5 Yes E No
Describe shoulder
2. Slope 9 %
3. Depth to rock or impervious strata: Max. 54" Min. 31" None
4. Depth to seasonal water table(gray mottling or gray color) F. No b7 Yes inches 36
gree water present I5 No E Yes range in inches
Now
6. Soil percolation rate estimated Gt Yes Texture group I II cD IV
r No Estimated rate 90 min/inch
7. Permeability test performed E Yes
I5 No
If yes, note type of test performed and attach
Ig Site Approved: Drainfield to be placed at 12" depth at site designated on permit.
1 Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. 1 Insufficient depth of suitable soil over hard rock.
3. E 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.
E Proposed system too close to well.
I— 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.
it
This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, E‹nly the reserve
area(check one)for Lot A—A Division of TM 95-15.
Design Basis
Total length of available area: 100' Total width of available area: 90'
Estimated Perc. Rate: 90 at 6�" in. (depth) Number of bedrooms(or GPD): 2
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: 424 Total trench bottom area required: 5088
Area Calculations
Number of trenches 26 Length of trenches: 100
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 50' Total trench bottom area provided: 5200
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
.,..,,....,-,.. .:-.,..-.1).:1.'' ' -•' ' ..• . . . , . .
. . . . •
. . . ,
• . . . • . '
PI - q
1.;,..;no' (fp4'ii u,....IA, •, ..7.7 70
,... •- 4'ii 5 -.. ..kir eb
if
"
11,'
; ...• , ,,,._..,„.. .46- 4.
-,.........,_
i 11'
PC: /is; --'''' '''."-‘-)i- C'f ,...r,),/..,.,,
'phi •1 e ;
• i.
N-388 ,23.26I 1i,
i 0.1,8 -,,.....,,, •;....;•
ON 1.11'1E,
,
, E-- 11E312.32,75 r3ARtieo .
i- --444;.;?n,,,,,
/ ..,fARF.,' FYN t2C-.:. 'V i? \I\.-....J.',,','
/
'4.1
4/ i'q*.W \I1 Abl,:i: voo ril / I i/ 1 '- witi(30 ti AIL.
,..„1 i i 1 ,
4,. 4‘..C,CE-2..':.
t , ,
. r ... .....„,i , 1 1 /
. , ( 1 ------,-..--...7::.--- ‘ 1, it•,_ ,,
i 1 • ,,, , ,.:.:1 8.1
1 r : , ...c.
..".,,..,.,, 11 i I4, I w
......'1;.. I 1 1
ikSFH 4.
1-I/2 S TOP.Y Di.-,,,,,,,r,:•,..„..
,,_ •.. ,. ,, i .7, , .f
1 . 'I .4i--i ,-
i
UP 9/-, 8A ., . t•JA:r5E'Mr::i',1I.7 c I/ / I')...r1 / 1
I PEA)VE, JERRY Y. , #44:;3`-) ----,, -,41t I ! ; .: i, p . NEW PRt."!PERI'l
) 1 1 . .0,
OR RR.ENDA .1 ..4 , ' ' ''''';, leo, ^t;
t t ' . . /1 .1 :,•:-C 1,4,•"*.--UNE 0 YP.)
DB 8505 PC 95
108.5, Ail
.
7 ,,,,,i i 1 /....--.';':
PIAT I 06‘',1 PG''64,1. 1, 1 -..," K.•--ie ,,
. . .,
1.-).-----../3'"j' t r'l ,./
•
k '
7 .4 J
WF:.1..1.X.)--‘ "-- . ,,,. \ I :Fr i' 11/P 95-14
11P 5 r
P.-..,HED t,. 's ----„/,:-• ....'. i 1 r 1 V is:JERHOF, BRIAN P.
ivEir Aniv„,,, i -• ..-...„, f ,,,-....... . ..:i,.;\Vi.j...11,/ i ; .
,,,....,, ...,ii.„......,..,1 ;, nrilwc lig"' k SUSAN 8.
• 2.97R A i.:`, -44,--.,,
.......:-..... ,..'.:,,-.;:..'..,. .1 ; _,...,..t, ,:- Da 1812 PC 398
.,......,,)1.....) :-....,„,_ ..,........,...: I, .:- .,•.. ; !;,..
KAI' DB 289 PG 11
-Ai••-..1
. •••^1 •• , i• ,) 1 'i...; 1 a
.'• i',.•'..:e '..Q.1• 'rr'l ,' 1 I - -
, a; . 511.6 ".. i. <r..,•) ..Q., I ..% ,j,,A i
•
, ••'.' . 512.4 r-OF ID j'A. i'i "`" ,', 1 ':'.:1
OF 9-1(amimm,-
, DrPTIfire did -
1
i 1
?.
eking I ' ,',:•., , , 1,,4--4',„ e.Z•4'.? i 1,
; '4';•444 Nil 040,,f,o''''"
,
/91"Dr ft r4, - :' i
--,..........---, r-be..,....„ 1 1
---508--
1 OF 3 N. Y.L508.8 I__..,,,,j 1 [ . •, ,4 ,,
`-,
'1, i0r.',...77„..."4-0q.....'"="4,=',.r7C. ...v•-•*...v.i.,........... .,h DPI P,....i 1 I # 9
',',0-74i,
`29'18"liv if I
,
,--`'. I l'4EIN , OF 2 43,96 ,. ,ki •, .
1461.;••05'.:>•i'''V:, ---'- " -r:1.i"""Z''''•'1
= - • .----- 1 -ri )Lt.I 1 501.2 vOThin.alikt.',.1:1C1,Rtt::
i 172 42 1
(4419fM45)11V171-1 44,1‘
(1\14.1 OF A4 ,, .# 1 ;117:C IRK; EASENEN 1
fl I
I I . . ...,... - • x i2i9 & PG UNKNOVIN
NEW LOT A 498.6
• A5--------
. ..,
3PC: i
i 2.267 AC. ,. -'
..!. . ...
AIL. —-----.” • - • I, --!0--lei‘ic.)"1') 38
494.0 493.7 • , ; ....'....1.,,-7.11,1orl .70, 340.56'
'111,'''F'. '...c) \ ‘''' ' : :•17. -1.— OF A3 OF A2 T ,.. 1.,...... ,....h.
.„
Seale.1"=100' r- Soil Profile_Hole - - 4 '":1;•-" *-f.-7:::::*-----4 .-'t •R.,4(WI',
:.],E::.3.16'2.tt 11 ,L.',431,.(aj , ," . . .,
Reserve Drain Field Site .„........... •,. i;oRNER i i ',VIRE
Lot A
A Division of TMP 95-15 .„,,, - 4 r•B re i LiNE ',, I:ZY i.:i7 ...'P
1 1 n.r Y:...1.-1 P.- '•' TAIP 95-ii
Albemarle County,Virginia • ',740 1 I S' 00 N4rfiv '',, S.3 TO 7'..i7'''IN /Oilikr.SON, JOCR:IEL WA nrE
Steve Gooch Consulting Geologist .! i285 pc, 580 ',, 1,,,:5' au 1392 PC 147
T
703 Oliver Creek Road 1..,3 54)3 .P(.; 61 PLAY Y . 2:.117 PG 465
„.
•Ji..? . '', PO 550
Troy,Virginia 22974 • • • 241 ; ,
L1401D
AM. 1101 AO,t Mill r-nd I k in,
Page 1 of 5
OSE/PE Report for:
Construction Permit Certification Letter F-1 Subdivision Approval 7
Property Location:
911 Address: 4939 Richmond Road City:
Lot Residue Section Subdivision
GPIN or Tax Map# 95-15 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Tom Strawn
Street: 4939 Richmond Road
City:Keswick State VA Zip Code 22947
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 4/23/16 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.
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 LI subdivision approval ✓❑
be(select one)issued denied U.
OSE/PE Signature '2�'�Q,(�-2- G�jz �/I/l Date ell Z3//0
12C( c,. Z eV- 4,
Soil Profile
Reserve Drain Field
Residue
A Division of TMP 95-15
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
7 0-5 BO Strong brown(7.5YR 5/6) silty clay loam, firm 3
5-10 Ab Grayish brown(10YR 5/2) clay loam, friable 3
10-15 Eb Light yellowish brown(2.5Y 6/3) clay loam, friable 3
15-60 Btb Strong brown(7.5YR 5/6) silty clay loam, firm 3
60-84 C Red(2.5YR 5/8), olive (5Y 5/4) schist saprolite, crushes to 3
silt loam
8 0-3 BO Strong brown(7.5YR 5/6) silty clay loam, firm 3
3-12 Ab Grayish brown(10YR 5/2)clay loam, friable 3
12-60 Btb Strong brown (7.5YR 5/6) silty clay loam, firm 3
60-96 C Red(2.5YR 5/8), olive (5Y 5/4) schist saprolite, crushes to 3
silt loam, white (10YR 8/1) feldspar
9 0-6 A Grayish brown(10YR 512) clay loam, friable 3
6-48 Bt Strong brown(7.5YR 5/6) silty clay loam, firm 3
48-62 Bt2 Red (10R 5/8) silty clay loam, firm 3
62-78 BC Red(10R 5/8) silty clay loam, firm w/yellowish brown 3
(10YR 5/8) clay loam, white (10YR 8/1) feldspar
78-108 C Pale red (10YR 6/3), olive (5Y 5/4) schist saprolite, crushes 3
to silt loam
10 0-6 A Grayish brown (10YR 5/2) clay loam,friable 3
6-46 Bt Strong brown(7.5YR 5/6) silty clay loam, firm 3
46-64 Bt2 Red(10R 5/8) silty clay loam, firm 3
64-80 BC Red(10R 5/8) silty clay loam, firm w/yellowish brown 3
(10YR 5/8) clay loam, white (10YR 8/1) feldspar
80-108 C Pale red (10YR 6/3), olive (5Y 5/4) schist saprolite, crushes 3
to silt loam
Page 3 of 5--
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/18/16 Submitted to Albemarle County Health Department
Applicant Tom Strewn Telephone Number (434)906-5694
Address 4939 Richmond Road Keswick, VA 22947
Owner same Address same
Location 4939 Richmond Road
Tax Map 95-15 Subdivision
Block/Section Lot Residue
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IR Yes r' No
Describe summit
2. Slope 4 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) I No E Yes inches
Free water present I5 No I� Yes range in inches
Nir Soil percolation rate estimated IX Yes Texture group I II IV
No Estimated rate 80 min/inch
7. Permeability test performed I— Yes
IX No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 72"-87" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. IY Position in landscape subject to flooding or periodic saturation.
2. I- 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. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
R Iw Proposed system too close to well.
`�► 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 0 primary and reserve area, 0 only the primary area, Et'Only the reserve
area(check one)for Residue—A Division of TM 95-15
Design Basis
Total length of available area: 50' Total width of available area: 22'
Estimated Perc. Rate: 80 at 72"-87" in. (depth) Number of bedrooms(or GPD): 3
Conveyance Methods: 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: 357 Total pad bottom area required:,1071
Area Calculations
Number of pads 1 Length of pad: 50'
Width of pad: 22' Center to center spacing: n/a
Reserve required? this is reserve Percent reserve area required: 100
Total pad bottom area required 1071 Total trench bottom area provided: 1100
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
.tFaces 4-d4.-
1.,;,:.,00, oplo , .z. f0
,
03
r� 1
"'i �t i
p r
I. i i 12,32.5 •. w BARK 0 •---•''+f � ' --�...,j',_a• /}SJRC", t)A 7�!'Z[
Pi 7 RE' —CA.;;«w'L. l t 9 t�^ mi: 0 44 26'
1, // it is!1 J .
J»I.,.
} i
NEW
VAR! ��; at i --+��1.1.0 RM., r,.....a,,a,
far 7;• V:�R!A l'. rigr;; lr �`' { amu,
s ACCESS S i:.A y C,'(€1't1 ;,.i t i 4 o� ,.!'t;�;
1 1 ....,r
`'..•,,,,, lift �1 yy i
f— {/„ `lii.iq �y l 1 J,
8 aP,r`!r d t
a BLOC i.-. ON i' i i--- r
f 7 P 94-26,4 r �:1> :t 4 �� mar ( ^� f
PEA 4 E, JERRY t. . 1 '''
OR :BRENDA
T's'`rJu-J "'.,� -/ 1 ! rn"*ir, 1 341.::4' PPOPER
Ts(
DR•
y[505 PG r •
ti'''';'-'''''.17
Itr•.. ^44Y"�,1 y` t?'._`,fj .,:*J YR
108 5,
i%111I i,i,�r/ry:N 'r'r, .fli >�q p
7 t p,r .. i''/737,T,--ti 7' f�+i.:r,f::. , ,i,-7-i2 .a. � US'Ale S.
�._,};1. , ' �.'+ _�.. > fit r" PC ,$9#�
Q i :wj t' 1A s-
/ c1. ,,,--:' , .+rt''-` PUT LI �? T"VP
Cki 5118 '':§i '
11,1 i ,,"r 4
;:. 512.4 OF 1Q; i "'' `•'.'`'fir'
=f I 5t .1 F PS t :r, M1ti! LIV , tit
;' `j, [ �� c ,7 Edam f
} _,� , ' 'i yap .-,,.:w fIt II�P..tl•......,..».�. ,�.{4.«.,.,.
DF
j506.1,4_,.....*,,.q v ``a„«.�« .,, _ _,-.� j 6 ,„jk,...� ,1 l—S i CP 1
Or 3 ..P +v�,111'1/'_'�'.�n�.B i.... ^a�r� R.. �,,±..,.......,.t• AML
F I
9.411
,, ,,--1 r 506.2 •_ .,,^ '� \„,,...307 2ct'i E", Vtt i # r .
f NE W 1 OF 2 +' ,,
4 •",/ 2'
- ii{j{{( PROPER-iv
ery1I� • �![y
r.
i Ff ✓' � LOi W3 `
iy .YWv �y r 4' 01.:3 � 1.1 UNKNOWN
0
• sPc: 1 2 267 AC. __ ---___ .--�- I y: .1 I ,
P.�.ti r,.+ •
L.
Scale 1"= lv..r DP A3
*, i ; I: .?"l 1�'s? Cr,."t'1 340,56'
100 - Soil Profile Hole":„k;� [ _t. .. . �" _,{ __t>f;'�2_.. .- r. _,_,. _._,......__..... _ __ __ :...
Reserve Drain Field Site :. :i"t l+r.2 1 4q 373 7,+;;�%' i 3 1 A-1E1.
31 r iir ' 3.,�,1. ,') 1`VI Piva`,J)!'.sf...' .'.i':'uy:.
-Div,�isiion of TMP 95-15 'r1r1,:, 9,;, 109 ON ,,NE ', By' ,P ;xi) ri 5 95-16
• Albemarle County, Virginia `OA':: ?PNI S OR KA '/1 Y
i
r •.k
Steve Gooch Consulting Geologist '.;,j r't,i 7'5 r"'•lo ,1 't r 1 t ja,�C.t.0.'., WA rase
''' ,.36, '-'0 ,560 ' ��- 1.i1 E 392 i r' r
703 Oliver Creek Road '` `'' t.�<r3 ,503 fit" s PLAT DR 2217 465
Troy,Vixginia 22974 4 1� t �;t t z .)O
r rr_w>vn