HomeMy WebLinkAboutSUB202100098 Assessment - Environmental 2021-04-26 Commonwealth of Virginia Health Department ID# (VDHUse) Household Onsite Sewage Treatment and Subsurface Disposal System
Application for: XSewage System®Water Supply Due Date (VDH Use) 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 Coke Clark _ Address 225 B Four Winds Lane FAX 434-589-4302 — ===�'? ��
Phone WISCONSIN SAND MOUND ! ,' ":")
Kents Store,Virinia 23084 Phone 434-531-0671 �" '; "j Cleanout
"-' '-- ATU& .
FAX �;;;,;;;;;;= - pip Domestic Strength
911 Address Email enviromjc(a earthlink.net -'- \Timing. Wastewater From
Directions to Property From Charlottesville take Rte 250 east to Rt 231,north to Rt 22,east to lot on left. is-,,=; = - ••Control ..p �� ��4 Bedroom House
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Subdivision Section Block Lot / - //
GPIN or Tax Map 06600-00-00-010M1 Other Property Identification Dimension/Acreage of Property 5.039 ac
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 _____!'es X 'c ;V 500/600 GPD
Termite Treatment _ Z_Yes No Fixtures in Basement Yes X Ne _ \l` NSF 245 Certified
x _Single Family _______ Multi-family Note: ��� Nitrogen Reduction
Number of bedrooms __ _ Total Number of Bedrooms Model TNT ATU
Proposed Sewage Disposal Method Lot B&Residue This system requires an ongoing
Onsite Sewage Disposal System _Septic Tank Drainfield ___LPD __Subsurface Drip X_Mound ___Other service and maintenance agreementp T�:
Water Supply. Public _New ____existing with a qualified service provider.
X Private X New Existing
Have any buildings within 100' of the proposed well been termite treated? ___ Yes ___ No
Describe: Wastewater Treatment System (600 Gallons Per Day of Domestic Strength Wastewater)
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 hos 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 54.908' theWisconsin Mound Soil Absorption System: Siting,Designand Construction Manuals,
3 Mound Calculations (WMM) rp y
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 intere ' lean Company.
Certification Statement(s) DPOR# 1940 001316 401..T11
OF� MERIDIAN 440 Premier Circle, Suite 200
Afton Soil Consulting Signed Soil Summary Repo " ' /y. Charlottesville,VA 22901
O �p PLANNING GROUP,LLC
I hereby certify that the evaluations and design contained herein,for the 222 Sycamore Lane By William J,Loth IV C
r n ix•Seaming•Planning Phone: 434-882-0121
above described property,were conducted in accordance with the Sewage Afton,Virginia 22920 on Sheet 4 —
Handling and Disposal Regulations(12 VAC5-610 et seq.,22 Nov 2012), O county.Albemarle P`oi`ot TM 66-10M1 Subdivision
the Private Well Regulations(12 VAC5-630),Regulations For Phone: (540)456-6087 Tlh1� Y RAY MiLi_� Name:
Alternative Onsite Sewage Systems(12VAC5-613,07 Dec 2011),and Lic. s.i 2 Tax Map TM 66-1OM1 Subdivision:
all otherapplicable laws,regulations andpolicies implemented bythe Licensed PE:
gt► P ♦ HDID: Title
Virginia Department of Health. I further certify that I currently posses y Ray P.E. 0402 030542 Vii
Y 2� Z� / Cover Sheet&
any professional license required by the laws and regulations of the Timoth Miller, Size AOSE Form D
•
Commonwealth that have been duly issued by the applicable agency440 Premier Circle., Suite 200B
charged with licensure to perform the work contained herein. Charlottesville,VA 22901 •
I recommend a Subdivision Approval be Approved. Phone: (434)882-0121 Date' 26 Apr 21 Scale NTS Sheet: 1 of 5 1 Rev: 0
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—so� 1 5P iOT \ — ,/ . rx r I\ ' / bt°l� Lot B Mound Location Residue Mound Location
73' `_ _I i/ l II I \ I\C"‘ SI� \ I J \ I / / / s4���o
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, - ' / CR1-a 112.4' CR3-e 182.6'
/ L •° \ ��'�/�_� ---\ �� _ _ - , a5 CR2-a 155.3' CR4-e 104.3'
% / S �— T1,...., ,,. �', \ \ '' a-b 100.0' e-f 46.0'
21 ,
T ` \ \ \ ct ,_ _ _ F°"'`ag a5� CR2-b 44.2' CR4-f 70.5'
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\I - - - Mom p5° b-c 60.8' f-g 66.0'
Residue of �' / I I • \ \ F '
TM 66-10M1 I \ \ \ o� 1 — — asa ,
i _-3 \ \ \TM 6 o1vi1 \ _ - — _; b-d 126.4' f-h 88.4'
, - t�� \ \��o'I . . . _ , - c-d 100.0' g-h 64.1'
- - - - ' ' ` / - - -, - ' ' ' ' d-a 79.8' h-e 66.0'
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1 Site i I u !Site : / _ \I \ i Hot& 0¢ P T H OF
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Louisa Road - Rte 22 LiT RAY 30LL
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Well Locations I I ' / / r— \ \ \ \ I �o/ �/� \��`�
/ONAL
MERIDIAN 440 Premier Circle,Suite 200
PLANNING GROUP,I.LC Charlottesville,VA 22901
Engineering•Surveying•Planning Phone: 434-882-0121
County:Albemarle Project TM 66-10M1 Subdivision
Name.
Notes: Tax Map TM 66-I0MI Per VAC 5-610-960 D 2 The proposed Mound Sites Subdivision:
ro
Final Grading around Building Property Lines per Plat Sea Level elevations per p p HDID: Title Site Location
and Downspouts MUST by Timothy Ray Miller Electronic File SHALL BE fenced, roped or otherwise secured,
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. Date. 26 Apr 21 Scale 1"=160' Sheet 2 of 5 1 Rev 0
TM66-10M1 Lot B TM66-10M1 Residue Water Mounding
Mound Design(Secondary Treated Effluent,Flow Equalization,Timed Dosing) Mound Design(Secondary Treated Effluent,Flow Equalization,Timed Dosing)
Loading Rates 4 Bedrooms (Wisconsin Mound Manual(WMM)1990 pg. 11,2000 pg. 11) Loading Rates 4 Bedrooms (Wnsconsm Mound Manual(WMM)1990 pg. 11,2000 pg. 11) Per 12VAC5-613-70 A. 10.
(1) Sand Fill Loading GPD/(AxB)=<2 gal/ft2/day (pg 11 of Mound Manual,=<1.0 for Septic Effluent) (1) Sand Fill Loading GPD/(AxB)_<2 gal/ft2/day (pg_ II of Mound Manual,=-<1.0 for Septic Effluent)
600 GPD /( 1 mounds x( 5 ft.x 96 ft.))= 1.25 gaL/ft2/day 600 GPD /( 1 mounds x( 6 ft.x 60 ft.))= 1.67 gal./ft2/day
Sand Specification: See Sheet 8 (WMM 1990 pg. 12,2000 pg. 13) Sand Specification See Sheet 8 (WMM 1990 pg. 12,2000 pg. 13) For any small AOSS where the vertical separation
to a permeability-limiting feature is less than 18 inches
(2) Basal Loading Rate GPD/B(A+I)=gal./ft2/day Infiltration rate for the soil at the sand/soil interface (2) Basal Loading Rate:GPD/B(A+I)=gal./ft2/day Infiltration rate for the soil at the sand/soil interface
(Maximum 0.6 per Table 2,WMM 1990 pg.7,2000 pg. 10 The Basal Area is B(A+I)for sloping sites (Maximum 0.6 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...
600 GPD /( 1 mounds x( 96 ft.x( 5 ft.+ 11 ft.)))= 0.39 gal./ft2/day 600 GPD /( 1 mounds x( 60 ft.x( 6 ft.+ 12 ft.)))= 0.56 gaL/ft2/day the designer shall provide calculations to demonstrate
' (3) Linear Loading Rate. The amount of effluent(gallons)applied per day per linear foot of the mound (3) Linear Loading Rate: The amount of effluent(gallons)applied per day per linear foot of the mound that water mounding will not adversely affect the
A funtion of effluent movement away from the system(horizontal and/or vertical). Considers slope,depth to and influence 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
of vertical boundary,soil texture/structure Primarily vertical movement indicates values of 8-10 GPD/Iin ft.,primarily of vertical boundary,soil texture/structure. Primarily vertical movement indicates values of 8-10 GPD/lin ft.,primarily failure will not occur, and that adequate vertical
horizontal movement indicates values of 3-4 GPD/lin ft. Calculations may be weighted for differing horizons above vertical horizontal movement indicates values of 3-4 GPD/lin ft. Calculations may be weighted for differing horizons above vertical
boundary. See Hydraulic Wastewater Loading Rates to Soil,ASAE Ninth National Symposium,March 2001,Table 1,pg.84. 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
Table assumes impermeable limitation. Values may be adjusted for leakage through restriction. May be calculated on Table assumes impermeable limitation. 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. average flows(60%)with flow equalization/timed dosing and total contour sum of appropnately separated mounds
Peak Landscape Linear Load: GPD/length of mound in feet=GPD per linear ff. Peak Landscape Linear Load. GPD/length of mound in feet=GPD per linear ft. Water Mounding Evaluations are not required due to
600 GPD/ 96 feet of contour= 6 3 GPD/linear ft. 600 GPD/ 60 feet of contour= 10.0 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. A verage Landscape Linear Load: GPD*.6/length of mound in feet=GPD per linear ft.
600 GPD* 60% / 96 feet of contour= 3.8 GPD/linear ft. 600 GPD* 60% / 60 feet of contour= 6.0 GPD/linear ft.
Mound Dimensions(For Single Mound, 1 required for Primary drain field& 1 for 100%Reserve dram field.) Mound Dimensions(For Single Mound, 1 requred for Primary drain field& 1 for 100%Reserve drain field) Vertical Separation to Limiting Features
(4) A Soil Absorption Area Width: The width of the sand fill area= 5 feet. (4) A Soil Absorption Area Width. The width of the sand fill area= 6 feet
(5) B Soil Absorption Area Length: The length of the sand fill area= 96 feet. (5) B Soil Absorption Area Length: The length of the sand fall area= 60'feet Per 12VAC5-613-70 A. 12. Table 2
(6) D (Upslope)Sand Fill Depth The minimum depth of sand over the natural soil inteface to meet (6) D (Upslope)Sand Fill Depth: The minimum depth of sand over the natural soil inteface to meet
separation distances(per 12 VAC 5-610-597). separation distances(per 12 VAC 5-610-597). TL-2 (Secondary Treated Effluent) Requires
9.0"(Minimum depth required 6"+3"Enviro-Klean Safety Factor+ 9.0"(Minimum depth required 6"+3"Enviro-Klean Safety Factor+
0 "added depth to achieve standoff from restriction or water table.) 0 "added depth to achieve standoff from restriction or water table) Vertical separations to any limiting feature of:
(7) E (Downslope)Sand Fill Depth. Depth of sand needed to achieve a level sand surface for drip tubing (7) E (Downslope)Sand Fill Depth Depth of sand needed to achieve a level sand surface for dnp tubing
13 8"(Minimum depth required 6"+added depth to level the absorption area to D.) 11.2"(Minimum depth required 6"+added depth to level the absorption area to D) >=18" (must be naturally occurring soils)
(8) F Distribution System Depth: The drip tubing must be placed with a minimum of 3"sand over the tubing. (8) F Distribution System Depth. The drip tubing must be placed with a minimum of 3"sand over the tubing.
Depth Below Tubes 11 4 "+Sand Cover Over Tubes 3 '=Total Sand Depth 14 inches Depth Below Tubes 10.1 "+Sand Cover Over Tubes 3 '=Total Sand Depth 13 inches
(9) G Cover Depth on Upslope Edge of the DisnbMin
imum System: 6"-12"(warmer climate area) (9) G Cover Depth on Upslope Edge of the Distibution System. Minimum 6"-12"(warmer climate area) <18" to 12" (requires a minimum 6" of
(10) H Cover Depth at the Top of the Mound' Minimum 6" (10) H Cover Depth at the Top of the Mound: Minimum 6" naturally occurring soils)
Height of Mound at Soil Absorption Area(AxB).Sand Fill((D+E)/2)+Sand Cover(F)+Soil Cover(H) Height of Mound at Soil Absorption Area(AxB).Sand Fill((D+E)R)+Sand Cover(F)+Soil Cover(H)
114"Sand Fill+ 3 "Sand Cover+ 6 "Soil Cover, 20 inches 10.1 "Sand Fill+ 3 "Sand Cover+ 6 "Soil Cover' 19 inches The Wisconsin Mound Manual calculates the vertical
(11) I Slope Width of Downslope Area or'Toe"of the Mound: Basal width extension on the downslope edge of the mound. (11) I Slope Width of Downslope Area or"Toe"of the Mound: Basal width extension on the downslope edge of the mound. separation distance form the point where the effluent
Based on total height of mound, 3:1 side slope requirement and downslope correction factor. Based on total height of mound, 3:1 side slope requirement and downslope correction factor. enters the sand mound. For this design the effluent
Adjust width or"Toe"to decrease the Basal Loading Rate. Adjust width or"Toe"to decrease the Basal Loading Rate.
Slope of Site= 8 % 4 Added Toe Length(feet) Slope of Site= 3 % 6 Added Toe Length(feet) enters the mound at least 9" above the base of the sand
Mn. ( 20.4"Height of Mound x 3 x 1.32 correction factor)/12= 6 73 ft. Mm. ( 19.08"Height of Mound x 3 x 1.1 correction factor)/12= 5.25 ft. in the Sand Fill Area (A x B). This 9" of sand plus the
Extend Downslope 11.00 feet(see#2) Minimum Toe length=2 feet Extend Downslope 12.00 feet(see#2) Minimum Toe length=2 feet minimum 6" of naturally occuring soil, assures there is
(12) 12 Depth in Ground to Bottom of Sand (12) 6"Depth in Ground to Bottom of Sand at least 12" of separation above a Limiting Feature.
(13) J Slope Width of Upslope Area or'Heel"of the Mound: Basal width extension on the upslope edge of the mound. (13) J Slope Width of Upsbpe Area or"Heel"of the Mound: Basal width extension on the upslope edge of the mound
Based on total height of mound,3.1 side slope requirement and upslope correction factor. On level sites J=I. Based on total height of mound,3:1 side slope requirement and upslope correction factor On level sites J=I.
Slope of Site= 8 % Slope of Site= 3 % The Mound Manual allows the the sand fill height to be
Min( 0"Sand Above Ground x 3 x 0.8 correction factor)/12= 0 00 ft. Min.( 6"Sand Above Ground x 3 x 0.92 correction factor)/12= 1.38 ft. raised to meet the Vertical Separation Requirements.
Min( 8"Mound Above Ground x 3 x 0.8 correction factor)/12= 1.68 ft. Min.( 13"Mound Above Ground x 3 x 0.92 correction factor)/12= 3.01 ft.
Extend Cover Upslope 2 feet Extend Sand Upslope 0 feet Extend Cover Upslope 4 feet Extend Sand Upslope 2 feet
(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. (14) K Slope Length: The length of the sloped sides of the mound,based on a 3:1 slope from the top of the 4.•••.#0 MERIDIAN
`� / 440 Premier Circle,Suite 200
Min( 0.00"Sand Above Ground x 3)/12= 0.00 ft. Min.( 6.00"Sand Above Ground x 3)/12= 1.50 ft. k L I H of Charlottesville,VA 22901
Mm.( 8 40"Mound Above Ground x 3)/12= 2 10 ft. Mm.( 13.08"Mound Above Ground x 3)/12= 3.27 ft. ' . /i/ PLANNING GROUP,LLC
Extend Cover 2 feet on each end. Extend Sand Length 0 feet on each end. Extend Cover 3 feet on each end. Extend Sand Length 2 �r�ach end. Engineering•Surveying•Planning Phone: 434-882-0121
• (15) L Length: The length of the mound from endslope to endslope,=B+2(K) (15) L Length. The length of the mound from endslope to endslope,=B+2(K) Counry: Project
2 z Albemarle TM 66-10M1 Subdivision
96 ft.+2( 0.00 )= 96 feet of Sand 60 ft.+2( 1.50 )= 63 feet of Sand 2 T�M� Y RAY MILLER Tax Map. Subdivision:
-D Name
96ft.+2( 2 )= 100 feet of Cover 60ft.+2( 3 )= 66 feet of Cover = TM 66-10M1
(16) W Width. The width of the mood from Upslope edge to Downslope edge,=J+A+I (16) W Width: The width of the mound from Upslope edge to Downslope edge,=J+A+I • Lb . N C. Z0 42 HDID: Title:
0 ft.+ 5 ft.+ 11 ft.= 16 feet of Sand 2 ft.+ 6 ft.+ 12 ft.= 20 feet of Sand -o Sand Mound
2 ft.+ 5 ft.+ 11 ft.= 18 feet of Cover 4 ft.+ 6 ft.+ 12 ft.= 22 feet of Cover tx,Y�/e/ ���� Sizeze Calculations
(17) 37 Cubic Yards of Sand Required(Approximate) (17) 25 Cubic Yards of Sand Required(Approximate) e--, NAL �NC' B
(18) 41 Cubic Yards of Top Soil Required to Cover the Mound. (Approximate) (18) 32 Cubic Yards of Top Soil Required to Cover the Mound. (Approximate) -v.,,,N,44/ Date 26 Apr 21 Scale: NTS Sheet: 3 of 5 1 Rev. 0
_---
Soil Summary Report for Southwestern Lot
TM66-10M 1 Lot B Soil Summary Report for Northwestern Lot TM66-10M 1 Residue
General Information _-- N
General Information =
i -------m \
Date: 7/22/20 Submitted to Albemarle County Health Department Date: 1/25/21 Submitted to Albemarle County Health Department v
Applicant. Enviro-Klean Telephone. (434)531-0671 Applicant: Enviro-Klean Telephone: (434)531-0671 1 �0 geset‘e M• d II D Fug I
e i
Address: 225-B Four Winds Lane,Kents Store,VA 23084 Address: 225-B Four Winds Lane,Kents Store,VA 23084 ',t 1� 'infield I I
Owner: Virginia Land LLC Address: 195 Riverbend Dr.,Suite 1,Charlottesville,VA 22Z4%%ttU t l 1 pNpr,, Owner: Virginia Land LLC Address: 195 Riverbend Dr.,Suite 1,Charlottesville,VA 22911 6 soon ` II
Location. north of Rt.22,0.8 mile east of Rt.740 `��� �oalth of �,� Location: north of Rt.22,0.8 mile east of Rt.740 6Priry moue. -
4.• �'
Tax Map: 66-1017 Subdivision. Lot: ,�r ¢ Tax Map: 66-10J7 Subdivision: Lot: 5 III
Soil Information Summary _Q •'�'"""
I. Posmonin landscape satisfactory? Yes ►� No [] id ��+/ I • - Soil Information Summary
Describe: shoulder&mdeslope
..\
S. 2 1. Position in landscape satisfactory? Yes El No
2. Slope. ° 0 •-•• t Describe: shoulder&sideslope P. Lot B
A Portion of
3. Depth to Rock or impervious I Max. in. 1 Min.24 '����,'90SB N t•P`vr` 2. Slope: 7% m TM 66-10M1 II
I)ep pervious strata:
4. Depth to seasonal water table(gray mottling or gray color): No ® Yes 0 Inches �irrrrr r i i i i rs0" 3. Depth to Rock or impervious strata: I Max, 26 in I Min.20 I
5. Free water present No • Yes❑ ran a in inches - 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches it rHousel
Yes® Texture Group I ❑ 11 ❑ III ® IV 0 4_BR_ Future
6. Soil percolation rate estimated? ❑ 5. Free water present: No IE Yes ❑ ran a in inches - Class IIIb
No Estimated rate 75 min/inch to 0-12" Yes® Texture Group I ❑ II ID ill ❑ Iv �Houge1 rite i
6. Soil percolation rate estimated? ❑ Site - -
No Estimated rate 75 min/inch @ 12" 1 I Site _
Soil Profiles - -
Hole Ham Depth Material Description Tat ttttiltttrr/ I Well�
(in) ``.tvvt�iea1tj1 ri���i I Well I
1 Ap 0-2 10yr3/3 dark brown Loam 2 `. 00,..•• ,,Ojn O� I
B 2-7 5yr6/6 reddish yellow Silty Clay Loam,weak granular 3 C 4.. A 1.
BtC 7-24 2 5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments,getting firm at 3 Z O ;ao,L -
24" ?fJ: _.�
2 Ap 0-I 10yr3/3 dark brown Loam 2 ��� / ry v` 7%Grade 5�:� ?d
B 1-5 7.5yr5/4 brown Clay Loam,weak granular 3 •
••
BtC 5-24 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments getting finn at 3 O.• •�••. �M,� �� U 4 I FtstrII
�i •• .. r,�p , 'I ds
za" ,,OSE#.1qu t�` 4�dig ..41 Moon
3 Ap al IOyr3/3 dark brown Loam 2 otirtttrrt § $ ,I
B 14 7 5 /4 brown ClayLoam,weak Soil Profiles o
granular 3 Residue of �/
BtC 4-24 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments and soft 3 ;'?--
Hole Hy, Depth Material Description Txt TM 66-10M1 f '� ,y J�
7.5yr6/8 reddish yellow Sandy Loam saprolite,getting firm at 24" (in) v cg�
1 Ap 0-2 10yr3/3 dark brown Loam 2 `� a 1
4 Ap 0-1 10yr3/3 dark brown Loam 2 BtC 2-26 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments 3 k , ....
y elision
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B 1-4 7.5yr5/4 brown Clay Loam,weak granular 3 R 26 Auger refusal cc 1
BtC 1 4-13 5yr5/8 yellowish red Clay Loam,weak fine SBK,with common very highly weathered schist 3
> 4 BR
BtC2 13-24 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments,getting firm at 3 2 Ap 0-4 10yr3/3 dark brown Loam 2
24" BtC 4 20 2.Syr5/8 red Clay Loam,weak fee SBK,with common weathered schist fragments 3 rHOusl �Ftttttrel
5 Ap 0-2 10yr3/3 dark brown Loam R 20 Auger refusal Iti Site i II House
2 Class Bic I B 2-6 7.5yr5/4 brown Clay Loam,weak granular 3 3 Ap 04 10yr3/3 dark brown Loam
2 I-Well rFuture I BtC 1 6-12 5yr5/8 yellowish red Clay Loam,weak fine SBK,with common very highly weathered schist 3 BtC 4-22 2.5yr5/8 red Clay Loam,weak See SBK,with common weathered schist I
fragments 3 Well
fragments
BtC2 12-24 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments,getting firm at 3 R 22 Auger refusal Site _ _
24" - - J
4 Al, 0-1 10yr3/3 dark brown Loam 2 - 1
6 Ap 0-1 10yr3/3 dark brown Loam 2 B 1-8 7.5yr5/4 brown Clay Loam,weak granular 3 Louisa Road-Rte 22
B 1-5 7.5yr5/4 brown Clay Loam,weak granular 3 BtC 8-24 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments 3 - ----------____-______
BtCI 5-19 5yr5/8 yellowish red Clay Loam,weak fine SBK,with common very highly weathered schist 3 R 24 Auger refusal
fragments The area within a 200 foot radius of
BtC2 19-24 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments,gettingfine at 3
24" 5 Ap 0-4 10yr3/3 dark brown Loam 2 the center of the proposed drainfield
BtC 4-20 2.5yr5/8 red Clay Loam,weak fine SBK,with common weathered schist fragments 3
R 20 Auger refusal was investigated for Buildings,
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.
MBIZID1AN 440 Premier Circle,Suite 200
PLANNING GROUP,LLC Charlottesville,VA 22901
Engineer..g•surreyisig•Planning Phone: 434-882-0121
• County'Albemarle Protect TM 66-10M1 Subdivision
Name'
Tax Map'TM 66-10M 1 Subdivision:
•
HDID: Title: Site and Soil
Size Evaluation Report
B AOSE Form G
Date: 26 Apr 21 [-Scale 1"=160' sheet: 4 of 5 I Rev: 0
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% - RICHARD L, JT & KIMBERLY L MADDOX
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N SITE
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� I i o� is N/F VIRGINIA LAND, LLC
TMP 66-10J6 1 3�. • \DB 5471 PG 643
GARRETT ANDERSON & co \ I S79'03'09,W_ 255.39' ;, ,
JENNIFER ANN DUDLEY -,o `1,A - '., BSL \ J in \��
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9 W SITS _i
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EXHIBIT IT SHOWING DRAINFIELDS
4 o d MERIDIAN FOR SUBDIVISION OF
~ TMP 06600-00-00-010M1
PLANNING GROUP, LLC
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ALBEMARLE COUNTY, VA
,.d 440 Premier Circle, Suite 200 SHEET: 1 of 1
a Charlottesville, VA 22901 FILE: TMP 66-10J7 SUB.DWG
b n '' z. (P) 434.882.0121
DATE: APRIL 23, 2021
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