HomeMy WebLinkAboutSUB202100099 Assessment - Environmental 2021-04-26 Commonwealth of Virginia HealthDepartmentlD# (VDHUse) Household Onsite Sewage Treatment and Subsurface Disposal System
Application for: ®Sewage System®Water Supply Due Date (VDHuse) Chesapeake Bay Watershed Small AOSS Compliant
Owner Virginia Land Trust,LLC Address P.O. Box 8147 Phone (434)906-1761 _
Contact Bob Cantrell Phone
Charlottesville,VA 22906
Agent Enviro-Klean Co. ( Mike Clark" Address 225 B Four Winds Lane FAX 434-589-4302 _
Phone WISCONSIN SAND MOUND �'%'-;':': "�'>
Keats Store,Vigginia 23084 Phone 434-531-0671 Cleanout
' — --;-;.:7-;":::::-:-.:-- � -�''' ATU\ Domestic Strength
FAX ;;'';;; Pump
911 Address Email enviromic@earthl nk.net :-- Tuning _ ��Wastewater From
From Charlottesville take Rte 250 east to Rt 231,north to Rt 22,east to lot on left. ;-; ;= - ='= Control .Fr I 4 Bedroom House
Directions to Property :::::::::;::::"1-;:!;:-.:::
i — ;
= Resi of /,.�
Subdivision Section Block Lot / ' ' -/ A Portion of
A/�6�6��00 0�0 00 A 5.488 ac TM 66-1 OM2
GPIN or Tax Map 06600-00-00-OIOM2 Other Property Identification Dimension/Acreage of Property
Type of Approval New Construction ___ Certification Letter ___ Construction Permit x Subdivision Approval TL-2 Treatment
For Existing Construction ___ Repair ___ Modification ___ Expansion Replacement SINGULAIR
Residential Use X Yes No Basement Yes x _Na 500/600 GPD
Termite Treatment _ Z_Yes No Fixtures in Basement Yes No NSF 245 Certified
_A_,__Single Family Multi—family Note: 11 1
Number of bedrooms __�____ Total Number of Bedrooms e' Nitrogen Reduction
Proposed Sewage Disposal Method Lot C Residue This system requires an ongoing Model TNT ATU
Onsite Sewage Disposal System R_Septic Tank Drainfield ___LPD ___Subsurfoce Drip Xsc.-,r _Other service and maintenance agreement Pump Tank
Water Supply _ ___Public __ _New ____ Existing with a qualified service provider.
Private New ____Existing
Have any buildings within 100' of the proposed well been termite treated' ___ Yes ___ No Wastewater Treatment System (600 Gallons Per Day of Domestic Strength Wastewater)
Describe
Permit Conditions _X Reduced Water Flow _ Limited Occupancy __ Intermittent or Seasonal Use Domestic Strength Sewage will us Existing Pump to an Aerobic Treatment Unit(ATU)meeting ANSI/NSF Standard 245-
Nitrogen Reduction(March 2007)and NSF/ANSI Standard 40 For Class I Effluent(12VAC5-610-120 TL-2)and Approved
The property lines, building location and sewage disposal system site ore clearly marked and the property is sufficiently visible to see by the Virginia Department of Health Per 12 VAC-5-610-800,and meeting the 50%Total Nitrogen reduction required
the topography I give permission to the Department to enter onto the property described for the purpose of processing this
application and to perform quality assurance checks as necessary until the sewage disposal system has been constructed and approved by 12VAC5-613-90 D. Per NSF Test Report 05/06/2015/060 this system reduces Total Nitrogen to 12 mg/L a 68%Reduction.
Filtration and Subsurface Drip Distribution
Signature of Owner/Agent Date From the Drip Dose Tank the effluent is filtered through a 150 mesh/or 100 micron Stainless Steel Screen Filter in the
OSE/PE Report For Hydraulic Unit(HU). The Controller for the Hydraulic Unit will dispose of the effluent by timed dosing in the
p Wisconsin Sand Mound Soil Absorption Area. The effluent will enter the Absorption Area through Dripper Tubing
Subdivision Approval with Pressure Compensating Turbulent Flow Emitters designed for wastewater.
Contents/Index of this report: Location of Propery: See "Site Address",etc. Above
Sheet Title Latitude: 38N 03.667' In-Ground Sand Mound Absorption Area (WMM Fig. 3, 1990 pg.4, 2000 pg. 7)
1 Cover Sheet This in-ground sand mound has been designed,and is to be installed in accordance with
2 Site Location&Details Longitude: 78W 51.850'3 Mound Calculations the(WMM)Wisconsin Mound Soil Absorption System: Siting,Design and Construction Manuals,
4 Soils Data Applicant or Client and Address: See"Owner"Above dated January 1990 and January 2000.
5 Stamped Survey NOTE: The proposed Soil Absorption Areas SHALL BE fenced,roped or otherwise secured,and marked,to prevent damage by
Date of Report: 26 Apr 2021 vehicular traffic. Activities on the Absorption Areas shall be severely limited in order to protect it to the greatest extent possible.
Per 12VAC 5-610-700,Alteration of soil structure may be grounds for rejection of the site and/or system or revocation of the permit.
Revision#and Date: None Notes:
Prepared ByOSE/PE 1. This design of this treatment system was performed for the Enviro-Klean Company,225 B Four Winds Lane,Kents Store,Virginia 23084.
p 2. The Enviro-Klean Company is the Owner of these documents.
OSE: These documents may not be used by any person or entity without the written permission of the Enviro-Klean Company.
3. This is to serve as written notification to all clients of the Enviro-Klean Company that Timothy Miller has a
William J.Loth IV, O.S.E. minority Ownership interest'• _• • . . Company.
Certification Statement(s) DPOR# 1940 001316 a' "TN OF MERIDIAN 440 Premier Circle, Suite 200
• Afton Soil Consulting Signed Soil Summary Report 0+ Cc/` Charlottesville,VA 22901
I hereby certify that the evaluations and design contained herein,for the 222 Sycamore Lane By William J,Loth IV ��` ? PLANNING GROUP,LLC
above described property,were conducted in accordance with the Sewage Virginia on Sheet 4 .c�' EnginrerinX•surveying•rurw,r;,� Phone: 434 882 0121
Afton,Vir nia 22920
Handling and Disposal Regulations(12 VAC5-610 et seq.,22 Nov 2012), Phone:(540)456-6087 r �R CountyAlbemarle PtOJCot TM 66-10M2 Subdivision
the Private Well Regulations(12 VACS-630),Regulations For TI( NY RAY 1�AILL� Name
Alternative Onsite Sewage Systems(12VAC5-613,07 Dec 2011),and Licensed PE: * Lic.No 30542 Tax Map TM 66-10M2 Subdivision
all other applicable laws,regulations and policies implemented by the HD1D. Title:
Virginia Department of Health. I further certify that I currently posses Timothy Ray Miller,P.E.0402 030542 �/P9/2, ri Cover Sheet&
41V
any professional license required by the laws and regulations of the sacs AOSE Form D
Commonwealth that have been duly issued by the applicable agency 440 Premier Circle., Suite 200 ,��
charged with licensure to perform the work contained herein. Charlottesville,VA 22901 �3NAL - B
I recommend a Subdivision Approval be Approved. Phone: (434)882-0121 Date 26 Apr 21 scale. NTS Sheet 1 of 5 I Rev 0
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Class iIm _ ti _ /
Kfe-11 150' `\ �; / II EWell slily BSL ' / �°�, Mound Location Drainfield Location
s Site -.� w �i 'i \ I Si,r- I d 2,' 4'00 t t
IMESso _ - C 1 = _ CR1-a 164.4 CR3-e 146.8'
I - ,_'' \ \ I ` _-,`< o al ay$ CR2-a 71.4' CR4-e 113.8'
4-`\ \ \ 1\r a\I \ �00%R= ' ''� a-b 100.0' e-f 100.0'
21, \ \\ \ \ — — — _ — aS, CR2-b 156.4' CR4-f 59.8'
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\ \ \ \ ` — C "5 b-c 89.2' f-g 142.5'
\ \ \ \ \ _II_ _ _ _ °' -- ,�i t
t \ \ Residue of \ I \ \y\ \I �'m - , __ b-d 125.3' f-h 145.5'
66 10M2 t
Residue o� —I —
,�_j \ ,\ I TM66-10M2 , — ' I 1 c-d 100.0' g-h 100.0'
t — d-a 80.9' h-e 142.5'
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Louisa Road - Rte 22
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Well Locations - - — ,/ / - �r`-- �-\ —t-�-T\_---_ �, y/�' �
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MERIDIAN 440 Premier Circle, Suite 200
PLANNING GROUP,LLC Charlottesville,VA 22901
Eng „,Q•Surveying•Planning Phone: 434-882-0121
County Albemarle N°�e TM 66-10M2 Subdivision
Notes:• Tax TM 66-10M2 subdivision.
Final Grading around Building Property Lines per Plat Sea Level elevations per Per VAC 5-610-960 D 2 The proposed Mound Sites HDID Title.
and Downspouts MUST by Timothy Ray Miller Electronic File SHALL BE fenced, roped or otherwise secured, Site Location
Assure Rainwater DOES NOT Dated 23 April 2021 from Timothy Ray Miller and marked, to prevent damage by vehicular traffic. Size and Details
Flow to Mound or Tanks Date 20 July 2020 Activities on the mound site shall be severely limited B
in order to protect it to the greatest extent possible. 26 Apr 21 Scale 2 of 5 0
Date 1"=1 60' Sheet I Rev
TM66-10M2 Residue Water Mounding
Mound Design(Secondary Treated Effluent,Flow Equalization,Timed Dosing)
Loading Rates 4 Bedrooms (Wisconsm Mound Manual(WMM)1990 pg. 11,2000 pg. 11) Abbreviated Design Form
✓ 2 Per 12VAC5-613-70 A. 10. Lot C Portion of loin
(1) Sand Fill Loading: GPD/(AxB)=<2 gal./ft/day (pg 11 of Mound Manual,=<1 0 for Septic Effluent) TM 66-10M2
Conventional Trench Installation
600 GPD /( 1 mounds x( 5 ft x 96 ft ))= 1.25 gal./ft2/day
For any small AOSS where the vertical separation Design Basis
Sand Specification. See Sheet 8 (WMM 1990 pg. 12,2000 pg. 13) I A Estimated Percolation Rate(nunutcs per inch) 75
✓ to a permeability-limiting feature is less than 18 inches B Recommended trench bottom(inches) 30
(2) Basal Loading Rate GPD/B(A+I)=gal/ft2/day Infiltration rate for the soil at the sand/soil interface C Depth to restrictive feature or to limit of evaluation(inches) 48
(Maximum MI per Table 2,WMM 1990 pg.7,2000 pg 10 The Basal Area is B(A+I)for sloping sites below the soil treatment area... D Minimum separation distance required /8
•
the des/ ner shallprovide calculations to demonstrate E Separation distance in inches provided in design(tC-IB) /x
600 GPD /( 1 mounds x( 96 ft.x( 5 ft.+ ]0 ft.)))= 0.42 gal./ft2/day g F Minimum trench bottom due to slope l(%slope-8)/2+(I or 18)1(inches) /8 __
nodi
that
water mounn
r(3) Linear Loading Rate The amount of effluent(gallons)applied per day per linear foot of the moundg will not adversel y affect the G Is the slope greater than 10%''
H If slope is greater than 10%.does greater than 24"to rock exist below trench bottom? n n
A funtion of effluent movement away from the system(horizontal and/or vertical) Considers slope,depth to and influence functioning of the soil treatment area, that hydraulic I If slope is greater than 10%.and there is greater than 24"to trench bosom.
of vertical bounds soil texture/structure Primarilyvertical movement indicates values of 8-10 GPD/fin.ft.,primarily addor1'eachto the0minimumreseaoce 20%.r If trench beginning isa e0%sin 24"
and continue
boundary, � '�' failure will not occur, and that adequate vertical for 10%slope increase above If bottom less than 24"above
horizontal movement indicates values of 3-4 GPD/Im.ft. Calculations may be weighted for differing horizons above vertical rock.add I'to the minimum center to center spacing beginning at 10%slope and
boundary See Hydraulic Wastewater Loading Rates to Soil,ASAE Ninth National Symposium,March 2001,Table 1,pg 84 separation will be maintained to ensure the continue for each 10%slope increase above 10%. (For center to center spacing
increase above the minimum,see the box at nght.) no
Table assumes impermeable imutatton. Values may be adjusted for leakage through restriction. May be calculated on performance requirements of this chapter are met.
average flows(60%)with flow equalization/timed dosing and total contour sum of appropriately separated mounds
2 Trench bottom square feet required per bedroom
Peak Landscape Linear Load GPD/length of mound in feet=GPD per linear ft. Water Mounding Evaluations are not required due to from Table 4 6 based on I .t- IGraviy I ILPD I 596
600 GPD/ 96 feet of contour= 6 3 GPD/linear ft at least 18" Depth to a Permeability Limiting Feature.
Average Landscape Linear Load GPD*6/length of mound in feet=GPD per linear ft m Number of bedrooms I 4
600 GPD* 60% / 96 feet of contour= 3.8 GPD/linear ft.
Mound Dimensions(For Single Mound, -required for Primary drain field&for 100%Reserve drain field.) Area Calculations
4 Trench length /00
(4) A Soil Absorption Area Width. The width of the sand fill area=111I feet. Length of available area /00
(5) B Soil Absorption Area Length The length of the sand fill area=feet. Vertical Separation to Limiting Features
(6) D (Upslope)Sand Fill Depth. The matanum depth of sand over the natural soil i reface to meet 5 Trench width I ?
separation distances(per 12 VAC 5-610-597) Per 12VAC5-613-70 A. 12. Table 2
9 0"(Mmimum depth required 6"+3"Enviro-Klean Safety Factor+
_"added depth to achieve standoff from restriction or water table) TL-2 (Secondary Treated Effluent) Requires 6 Number of trenches I 8
17) E (Downslope)Sand Fill Depth. Depth of sand needed to achieve a level sand surface for drip tubing
10 8"(Minimum depth required 6"+added depth to level the absorption area to D) 7 I 9
Vertical separations to any limiting feature of: Center-to-center spacing
(8) F Distribution System Depth. The drip tubing must be placed with a minimum of 3"sand over the tubing
Depth Below Tubes 9 9 "+Sand Cover Over Tubes-"=Total Sand Depth 13 inches >_18u (must be naturally occurring soils) 5 A Width required(4of trenches-1)*(center spacing)+(trench width) 75
(9) G Cover Depth on Upslope Edge of the Distibution System Minimum 6"-12"(warmer climate area) B Width of available area 75
(10) H Cover Depth at the Top of the Mound Minimum 6"
Help*of Mound at Soil Absorption Area(AxB).Sand Fill((D+E)/2)+Sand Cover(F)+Sod Cover(H) <18" to 12" (requires a minimum 6" of
9 9"Sand Fdl+ 3 "Sand Cover+ 0. "Soil Cover. 19 inches naturally occurring soils) 9 Total square footage required(trench bottom s.f/bedroom)*(#of bedrooms) I 2384
'11 1) I Slope Width of Downslope Area or"Toe"of the Mound Basal width extension on the downslope edge of the mound.
Based on total height of mound, 3.1 side slope requirement and downslope correction factor The Wisconsin Mound Manual calculates the vertical In Square footage in design(trench length)*(trench width)*(#of trenches) I 2400
Adjust width or"Toe"to decrease the Basal Loadm Rate separation distance form the point where the effluent
Slope of Site= % Ell Added Toe Length(feet)
Mm. ( 18 9"Height of Mound x 3 x 11 correction factor)/12= 5 20 ft. enters the sand mound. For this design the effluent 11 Is a reserve area requited? I S IYes I n n INo
Extend Downslope 10.00 feet(see#2) Minimum Toe length=2 feet enters the mound at least 9" above the base of the sand Percent required 100%,
Percent available /00/
(12) LI ii Depth in Ground to Bottom of Sand in the Sand Fill Area (A x B). This 9" of sand plus the
(13) J Slope Width of Upslope Area or"Heel"of the Mound Basal width extension on the upslope edge of the mound. minimum 6" of naturally occuring soil, assures there is
Based on total he of mound,3 1 side slope requirement and upslope correction factor On level sites J=I Slope of Site= % at least 12" of separation above a Limiting Feature.
Min.( 0"Sand Above Ground x 3 x 0 92 correction factor)/12= 0 00 ft
Mm.( 7"Mound Above Ground x 3 x 0 92 correction factor)/12= 1 59 ft. The Mound Manual allows the the sand fill height to be
Extend Cover Upslope 2 feet Extend Sand Upslope 0 feet
raised to meet the Vertical Separation Requirements. �����
(14) K Slope Length The length of the sloped sides of the mound,based on a 3 1 slope from the top of the mound. 40 ♦♦O/ MERIDIAN 440 Premier Circle,Suite 200
Min.( 0 00"Sand Above Ground x 3)/12= 0 00 ft P L T H
�F F Charlottesville,VA 22901
Mi
n.( 6 90"Mound Above Ground x 3)/12= 1 73 ft. �j PLAId1JBVG GROUP,LLC
Extend Cover 2 feet on each end. Extend Sand Length 0 feet on each end. Engineering•surveying•Planning Phone: 434-882-0121
(15) L Length The length of the mound from endslope to endslope,=B+2(K) �//� 4 County Project
y Albemarle TM 66-10M2 Subdivision
96ft +2( 000 )= 96 feet of Sand
o Name
c� TIM THY RAY MILLER > = Tax Map Subdivision:
96 ft.+2( 2 )= 100 feetofCover TM 66-10M2
(16) W Width. The width of the mound from Upslope edge to Downslope edge,=J+A+I Lic No Z��'4L 2 HD1D: Title Sand Mound
0 ft.+ 5 ft.+ 10 ft.= 15 feet of Sand •
2 ft.+ 5 ft.+ 10 ft.= 17 feet of Cover ;O� /e( �� r11
Size & Drainfield
(17) 31 Cubic Yards of Sand Required(Approximate) F,S/y N�-� B Calculations
/ONAL
(18) 39 Cubic Yards of Top Soil Required to Cover the Mound. (Approximate) I'',♦♦.♦♦44m4 Date 26 Apr 21 Scale NTS Sheet 3 of 5 I Rev 0
TM66-l 0M2 Residue Soil Summary Report for Southeastern Lot 1�/0
TM66-10M2 Lot C Soil Summary Report for Northeastern Lot
Seri,
General Intormattoo General Information e
Date• 7/22/20 Submitted to Albemarle County Health Department Date: 1/25/21 Submitted to Albemarle County Health Department '— l eld
240
Applicant Enviro-Klean Telephone (434)531-0671 Applicant: Enviro-Klean Telephone: (434)531-0671
Address 225-B Four Winds Lane,Kents Store,VA 23084 Address. 225-B Four Winds Lane,Kents Store,VA 23084 4
Owner Virguua Land LLC Address 195 Riverbend Dr,Suite 1,Charlottesville,VA 22911 Owner: Virginia Land LLC Address: 195 Riverbend Dr,Suite 1,Charlottesville,VA 22911 Mods a `T=
Location north of Rt 22,0.8 mile east of Rt.740 Location: north of Rt.22,0.8 mile east of Rt.740 Futatn <17 � ,
Tax Map 66.10J7 Subdivision. Lot:
Tax Map• 66-10J7 Subdivision Lot: l ie.
Soil Information Summary Lot C
1 Position in landscape satisfactory? Yes (21 No 0 S❑oil Information Summary A Portion of
Describe shoulder I. Position in landscape satisfactory? Yes ® No
2 Slope 5% Describe: shoulder&sideslope TM 66-1 OM2 /,\*3 Depth to Rock or impervious strata I Max.48+in. I Mm 2. Slope• 7% l
4 Depth to seasonal water table(gray mottling or gray color): No ® Yes❑ Inches 3. Depth to Rock or impervious strata: _I Max. in. I Min.24+in. 4 BR is
5 Free waterpresent No® Yes❑ ran e in inches - 4. Depth to seasonal water table(gray mottling or gray color). No 0 Yes ® Inches 6 House1
Yes® Texture Group I❑ II 0 III CO IV 0
6 Soil percolation rate estimated? I ❑ 5. Free water present: No ►� Yes ❑ ran a in inches r
No Estimated rate 75 midinch(a)30" t i i Yes$ Texture Group I ❑ II ID III ❑ IV ® I Housree I [-Ftmue I Site 1
,```v�W ealtb iof.,,�� 6. Soil percolation rate estimated? No — Estimated rate 91 min/inch @ 0" _i I�i'ell Class IIIb
°' t; - [-Well
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Soil Profiles '-',„� w ` S d,L, at:: 0
i� 2
I Hole Hm Depth Material Description Tat •S o
(in) '.,90'•.••••••_•.,,����� wi 3� q
I Ap 0-2 10yr3/3 dark brown Loam 2 '',,r SEi,i i iQli `%E 2-5 10yr7/3 very pale brown Silt Loam 3 '/ I
—
B 5-12 5yr6/8 reddish yellow Clay Loam,weak granular 3 Soil Profiles 1 i 5 Mom
Sri
BtC 12-48 5yr5/8 yellowish red Clay Loam,weak fine SBK,with common weathered schist fragments 3 Bole Him Depth Material Description Tat I 9 I o
2 Ap 0-1 10yr3/3 dark brown Loam 2 (in) t to $ Residue of
E 1-5 10yr7/3 very pale brown Silt Loam 3 1 BE 3-9 10yr7/3 pale brown C0-3 10yr3/3 dark brown lay Loam,weak granular 3 1 . � i kg1
i TM 66-10M2 1
B 5-10 7 5yr5/4 brown Clay Loam,weak granular 3 \ p
BtC 10-48 2 5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments 3 Bt 9-36 10yr6/4 light yellowish brown Clay,SBK,with common Fe migration and 10yr7/1 light gray redox 4 \
3 A Absent 2 Ap 0-2 10yr3/3 dark brown Loam 2
_ 4BR
E 0-5 10yr7/3 very pale brown Silt Loam 3 BE 1-5 10yr7/3 pale brown Clay Loam,weak granular 3 [-Future 1 I (ilousel
B 5-10 7 5yr5/4 brown Clay Loam,weak granular 3 Bt 8-24 7.5y6/4 light brown Clay/Clay Loam,weak SBK,with common Fe migration and 10yr7/l light 4 I House i I ;t Site I
BtC 10-48 2 5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments 3 —- —
gray redox Q 22"
C1 SS Inc
4 Ap 0-2 10yr3/3 dark brown Loam 2 3 Ap 0-2 10yr3/3 dark brown Loam 2 Iu t-Fure 1 I [-Well 1
E 2-6 10yr7/3 very pale brown Silt Loam 3 I I I Site]
B 6-11 7.5yr5/4 brown Clay Loam,weak granular 3 BE 2-7 IOyr6/3 pale brown Clay Loam,weak granular 3 I well
BtC2 11-48 2 5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments 3 Bt 7-24 7 5yr6/4 light brown Clay Loam,weak SBK,with 7 5yr6/2 pinkish gray redoz A15" 3 ——
5 Ap 0-1 10yr3/3 dark brown Loam 2 4 Ap 0-2 10yr3/3 dark brown Loam 2
Louisa Road -Rte 22
E 1-7 10yr7/3 very pale brown Silt Loam 3 BE 2-6 10yr6/3 pale brown Clay Loam,weak granular 3 —-- _ _ __B 7-10 7 5yr5/4 brown Clay Loam,weak granular 3 Bt1 6-18 5yr6/6 reddish yellow Clay,weak SBK,with Fe migration and 5y17/1 light gray redox 4 _ —--—--—---
--
BtC 10-48 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments 3 Bt2 18-24 7.5yr6/4 light brown Clay Loam,weak SBK,with 7.5yr6/2 pinkish gray redox(4 15" 3 The area within a 200 foot radius of
5 Ap 0-2 10yr3/3 dark brown Loam 2 the center of the proposed drainfield
BE 2-8 10yr6/3 pale brown Clay Loam,weak granular 3 was investigated for Buildings,
Bt 8-24 7.5yr6/4 light brown Clay Loam,weak SBK,with 7.5yr6/2 pinkish gray redox @ 15" 3 Utilities, Sewage Disposal Systems,
Bodies of Water,Drainage Ways,
Agricultural Drain Tile, Wells,
Cisterns, and Springs.
The location of all that were found
are indicated here or on Sheet 2.
MERIDIAN 440 Premier Circle,Suite 200
PLANNINGGROUP,LLC Charlottesville,VA 22901
Engineering•Surveying•P4ln,,,,N Phone: 434-882-0121
County Albemarle N° TM 66-10M2 Subdivision
ame.
Tax Map TM 66-10M2 Subdivision
HDID Title Site and Soil
Size Evaluation Report
B AOSEFormG
Bate: 26 Apr 21 scale 1" Sheet 4 of 5 1 Rev 0
I / TMP:66-10J5 ' 1
RICHARD L, Jr & KIMBERLY L MADDOX
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~ IrVIERIDIAN EXHIBIT SHOWING DRAINFIELDS
N „ C FOR SUBDIVISION OF
�, r ~ PLANNING GROUP, LLC TMP 06600-00-00-010M2
A n 440 Premier Circle, Suite 200 ALBEMARLE COUNTY, VA
.-0 Charlottesville, 1 of 1
Charlottesville, VA 22901 FILE: TMP 66-10J7 SUB.DWG
(P) 434.882.0121
W -0DATE: APRIL 23, 2021
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