HomeMy WebLinkAboutSUB202000149 Assessment - Environmental 2020-07-23Commonwealth of Virginia Health Department lD (VDa Use)
Application for: ®Sewage System ®Water Supply Due Date tvDH Use)
Owner _Vtr'ginia Land Trust, LLC — Address _ PO_Box 8147 Phane-0-34�906-1761
Contact Bob Cantrell--------------- _------ Phone _ _
Charlottesville, VA 22906
FA% _
Agent _ Enviro-Klean Co__�lVJik_e_Clark�_ Address 225 B Four Winds Lane _ Phone 434-589-4302 _
_-Keats StorezVirginia 23084 _ Phone_ 434-531-0671
Household Onsite Sewage Treatment and Subsurface Disposal System
Chesapeake Bay Watershed Small AOSS Compliant
WISCONSIN SAND MOUND !=
/ATU&
FAX_ ,,/� Pump ..
911 Address ____________________________—_ Emol m @eagW0lr net _ _ �S_�_. // .
Directions to Property From Charlottesville take Rte 250 east to Rt 231, north to Rt 22, east to lot on left
-----------------------------------
Subdivision_ /..-
Timms
__________ _____. Lot —_— .
__—_____—____—_--- __ Section — Block_—_ .I/ �/ \ APortion of
GRIN or Tax Map _Q660Q-OO4Q7-0IQJ7_ Other Property Identification 10.527ae T�f'66600-00-00-01OJ7 P Y Dimension/Acreage of Property__
Type of Approval: New Construction: _ Certification Letter Construction Permit x Subdivision Approval..\ .,.'
For Existing Construction: ___ Repair ___ Modification — Expansion — Replocement
Residential Use X Yes ----No Basement Yes �x rt
Termite Treatment _Yes _ __—No Fixtures in Basement _Yes �o
X Single Family �dulti—family
Number of bedrooms _�_— Total Number of Bedrooms
Proposed Sewage Disposal Method: Residue WA
Orate Sewage Disposal System: x_Septic Tank Drcinfeld ___LPD —Subsurface Drip x Maund _Other
Water Supply. _X_ Public _—__—New ____ -Existing
__Private —_A —New ___—_Existing
Have any buildings within 100' of the proposed well been termite treated? --- Yes _ No
Describe:_____________—________________________________
Permit Conditions: _x Reduced Water Flaw ___ Limited Occupancy ___ Intermittent or Seasonal Use
The property lines, building location and sewage disposal system site are clearly marked and the properly is sufficiently visible to we
the topography. I give permission to the Department to enter onto the property described far the purpose of processing this
application and to perform quality assurance checks as necessary until the sewage disposal system has been constructed and approved.
of Owner/Agent
Contents/Index of this report:
Sheet
Title
1
Cover Sheet
2
Site Location & Details
3
Mound Calculations
4, 4a
Soils Data
5
Stamped Survey
Certification Statement(s)
Data
OSETE Report For
Subdivision Approval
I hereby certify that the evaluations and design contained herein, for the
above described property, were conducted in accordance with the Sewage
Handling and Disposal Regulations (12 VAC5-610 et seq., 22 Nov 2012),
the Private Well Regulations (12 VAC5-630), Regulations For
Alternative Onsite Sewage Systems (12VAC5-613, 07 Dec 2011), and
all other applicable laws, regulations and policies implemented by the
Virginia Department of Health. I further certify that I currently posses
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.
I recommend a Subdivision ADDroval be Annroved.
Note:
This system requires an ongoing
service and maintenance agreement
with a qualified service provider.
Location of Propery: See "Site Address", etc. Above
Latitude: 38N 03.717'
Longitude: 78W 54.9001
Applicant or Client and Address: See "Owner" Above
Date of Report: 23 Jul 20
Revision # and Date: None
Prepared By OSE/PE
OSE:
William J. Loth IV, O.S.E.
DPOR # 1940 001316
Afton Soil Consulting
222 Sycamore Lane
Afton, Virginia 22920
Phone: (540) 456-6087
LicrosedPE:
Pump Tank
Clearout
Domestic Strength
Wastewater From
3 Bedroom House
F TL-2 Treatment
SINGULAIR
500/600 GPD
NSF 245 Certified
Nitrogen Reduction
Model TNT ATU
Wastewater Treatment System (600 Gallons Per Day of Domestic Strength Wastewater)
Domestic Strength Sewage will us Existing Pump to an Aerobic Treatment Unit (ATM 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
by the Virginia Department of Health Per 12 VAC-5-610-800, and meeting the 50% Total Nitrogen reduction required
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
From the Drip Dose Tank the effluent is filtered through a 150 mesh / or 100 micron Stainless Steel Screen Filter in the
Hydraulic Unit (HU). The Controller for the Hydraulic Unit will dispose of the effluent by timed dosing in the
Wisconsin Sand Mound Soil Absorption Area. The effluent will enter the Absorption Area through Dripper Tubing
with Pressure Compensating Turbulent Flow Emitters designed for wastewater.
In -Ground Sand Mound Absorption Area (WMM Fig. 3, 1990 pg. 4, 2000 pg. 7)
This in -ground sand mound has been designed, and is to be installed in accordance with
the (WMM) Wisconsin Mound Soil Absorption System: Siting, Design and Construction Manuals,
dated January 1990 and January 2000.
NOTE: The proposed Soil Absorption Areas SHALL BE fenced, roped or otherwise secured, and marked, to prevent damage by
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
Notes:
1. Ibis design of this treatment system was performed for the Enviro-Klean Company, 225 B Four Winds Lane, Kents Store, Virginia 23084.
2. The Enviro-Klean Company is the Owner of these documents.
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
minority Ownership interest in the Enviro-Klean Company.
Signed Soil Summary.
By William J, Loth IV
on Sheet 5
Timothy Ray Miller, P.E. 0402 030542
440 Premier Circle., Suite 200
Charlottesville, VA 22901
Phone: (434) 882-0121
Notes:
Final Grading around Building
and Downspouts MUST
Assure Rainwater DOES NOT
Flow to Mound or Tanks
Property Lines per
Stamped Plat
by Timothy Ray Miller
Dated 29 January 2020
Sea Level elevations per
Electronic File
from Timothy Ray Miller
Date 20 July 2020
Residue of Abbreviated Design Form
b670J
TM 06600-00-00-01OJ7
Conv¢ntiona( 7}enca rnffioUafion
Design Basis
L A.
Fstinmtei Pcrecletion Ram (swnuks pmisch)
B.
Rwonureddtrenchbonom (iwMs)
C.
DgWh to rest6tWo future orto limit ofevalmlion(imioa)
D.
Minimsm sepamoon disunce mquinsi
E.
soloslion discs— to iwlcs pmuddd in d igs(IGIB)
F.
Minimomt hbollomdm to slope [(%stoic-8)a+(I or 18)I(iwhos)
D.
Is Bm dope grukr flan to%?
H.
lfslope is greater Ilan to%,doesgrenterthan 24' to teal: avtstbelmv cash bottom?
L
Valopcagreaterlhen 10% and amro is gwaksthu24"to tmehbotton4
add Pis the dnimumcenler to cwlaspacing, beginsi, et 20%slope ad eps0uue
for=hl0%slopeummawabove20%Iftmwhboaomuk than24"ab v
mcl:, add 1'to the miwmwn xpnrk cenkrspacing beginsdvg at l0%slope ad
wm)weforoachl0%skpcisco,ssoabm,oI (Forcaterlacenkrspncing
increase above the minimum, sec Nebose dght.)
T...h bottom square foot oswnsl per bedroom
from Tabk 4.6 bead snot Gavity GIRD
3. NurMcrafbodsmms
Amu Calealations
4. 'Dowh koglh
Length of availabk ama
s. Tmwh wldm
G. Numberoftssocbes
]. Cenm4o oso.paci'
B. A. Width squired(#4inocits-1)+(coup spa6ng)+(1les%wldN)
B. Widlbofavaikbkama
9. Tout sgoam fwlW wquimd(lrewh botom s.fhdsoom)+(#ofbodnmsss)
10, Squam fwagc in ign(trcwh kn9IW(tmwh widlh)'(#o£tmwhes)
Isam caroa rcquind? EJYu =No
Pm tnuuimd: 100%
PctxntaraJabk: 100%
rA
100%ResercJe��
P
s
I
1 /
0
eServeD'au($'eld
% a�g
D
416 e1(1
/ pa
/ .+d
i max:
al` - \ _ResiTue of . — t- 0+. Y ortio o% i 'TM 06600-99.9
—,IW
FOR '
\ \ BSL�\ - i1 - Ji
clmlillei $SL.
II[e
\ \ . �7eTCsite _'` ,' Well site-\.
TA-
!
l r
— CRT
Per VAC 5-610-960 D 2 The proposed Mound Sites
SHALL BE fenced, roped or otherwise secured,
and marked, to prevent damage by vehicular traffic.
Activities on the mound site shall be severely limited
in order to protect it to the greatest extent possible.
) VICINITY
Rd
1q
1
0 E
rao PARCELS
Rt 22
TM 66-1OJ7
Aa",
Aa VICINITY
MAP
aaa l'-2000'
Mound Location
CR1-a
112.4'
CR2-a
155.3'
a-b
100.0'
CR2-b
44.2'
b-c
60.8'
b-d
126.4'
c-d
100.0'
d-a
79.8'
Nt
�p
0
m
Mo �olv
Cobhsini
Drainfield
Location
CR2-e
146.8'
CR3-e
113.8'
e-f
100.0'
CR2-f
59.8'
f-g
142.5'
f-h
145.5'
g-h
100.0'
h-e
142.5'
`EPLTH 0;
TIMOTHY RAY MILLER n
Lic. Nc. 30542
OASS/ONAL ENG
MERMI,A
440 Premier Circle, Suite 200
PLANNNGGROUP,LLC
ChadMtesville, VA 22901
Prgis -W • snmcyisrg • Pfananot
Phone: 434-882-0121
County: Albemarle
Project TM 66-10J7 Subdivision
Name:
T-map: TM 66-1OJ7
subdivision:
HDID:
T"'" --Site Location
si"o
and Details
B
)ate 23 Jul 20
Seale:
11'=160'
sheer: 2 of 5 Rev: 0
Mound Design (Secondary Treated Effluent, Flow Equalization, Timed Dosing)
Loading Rates 4Bedrooms (Wisconsin Mound Manual(WMM) 1990 pg. 11, 2000 pg. 11)
(1) Sard Fill Loaduig: GPD / (AxB) _ <2 gal./ fi /day. (pg. 11 of Mound Manual, x 1.0 for Septic EfBuent )
600 GPD / ( 1 mounds x ( 5 it x 96 ft. )) = 1.25 gaL/ fta/ day
Sand Spceifrcatiort See Sheet 8 (WMM 1990 pg. 12, 2000 pg. 13)
(2) Basal Loading Rate: GPD / B(A+I) = gaL/ ftt/ day Infiltration rate for the sod at tte sand / sod interface
(Maximum 0.6 per Table 2, WMM 1990 pg. 7, 2000 pg. 10. The Basal Area is B(A+I) for sloping sites.
600 GPD / ( I mounds x ( 96 ft. x ( 5 ft + 11 ft )))= 0.39 gal./ fuel day
(3) LnearLoadmgRate: The amomot of effluent (ga0ons) applied per day per Traver foot ofthe mound.
A funtan of effinem movement away from the system (horimatal andpm vertical). Comiders slope, depth to and influence
of wrtical boundary, sod texture / structure. primarily vertical movement indicates values of 8-10 GPD/fn ft., primarily
hariwual movement indicates values of 34 GPD/8n it Calculations may be weighted fur differing horimns above vertical
boundary. See Hydraulic Wastewater Loading Rates to Sod, ASAE Ninth National Symposium, March 2001, Table 1, pg 84.
Table assumes unpermeable f nitatma Values may be adjusted fur leakage through restriction. May be calculated on
average flows (600A) with flow erpalimtion / tuned dosing and total contour stun of appropriately separated mounds.
Peak Landscape Linear Load: GPD / length ofmound in feet= GPD per lunar ft.
600 GPD / 96 feet of icon ur = 6.3 GPD / lunar ft.
Avenge Landscape Linear Load: GPD•.6 / length ofmoud in feet= GPD per linear $
600 GPD • 60% / % feet of Comm = 3.8 GPD / linear R
Mound Dimension (For Smgle Mound, 1 required for Primary drain field & 1 for 1000/6 Reserve drain fekt)
(4) A Sol Absorption Area Width: The width ofthe sand fill area = 5 feet
(5) B Soil Absorption Area Length The kngthnofthe sand Mares= 96 feet.
(6) D (Upslope) Surd Fa Depth the minimum depth ofsand over the natural sod ideface to meet
separation distances (per 12 VAC 5-610-597).
9.0 "(Mmumun depth required 6"+3" Envuo-Klean Safety Factor +
0 "added depth to achieve standoff from restriction or water table.)
(7) E (Duwnsmpe) Sand Fill Depth Depth ofsand needed to achieve a level sand surface for drip tubing
13.8 " (Minimum depth required V+added depth to level the absorption area to D.)
(8) F Distdbution System Depth: The drip tubing must be placed with a minimum of Y sand over One tubing.
Depth Below Tubes 11.4 "+ Sand Cover Over Tubes 3 "=Total Sand Depth 14 inches
(9) G Cover Dep0n on Upslope Bilge ofthe Distibminn System: Minimum 6" - 12" (wanner climate area)
(10) H Cover Depth at the Top ofthe Mound: Mmiu mn V
Neighs ofMomhd at Soil Absorption Area (AxB):Sand Fn0 ((Dr-E)C) + Sand Cover (F)+ Sod Cover (H)
11.4"Sand FR+ 3 "Sand Cover+ 6 "Sod Cover- 20 inches
(11)t Slope Width ufDownlope Area or'Toe"of One Mound Basal width extension menthe downslope edge ofthe mound
Based on total height of mound, 3:1 side slope requhementand dowmlope corection factor.
Adjust width m'Toe" to decrease One Basal Loading Rate.
Slope of Sue= 8 % 4 Added Tce Length (feet)
Min ( 20.4 "Heightof Mound x 3 x 1.32 correction factor) / 12 = 6.73 ft
Extend Dowrskope 11.00 feet (aee#2) Minimum Tce length =2 feet
(12) 12 xx Depth in Ground to Bottom of Sand
(13) J Slope Width of Upslope Area m "Heel" ofthe Mound: Basal width extension on the upsbpe edge ofthe mound
Based on total height of mound, 3:1 side slope requirement and upsk pe correction factor. On level sues J=I.
Slope of Site= 8 %
Min. ( 0 " Sand Above Ground x 3 x 0.8
correction &ctor) / 12 = 0.00 ft
Min. ( 8 " Mound Above Ground x 3 x 0.8
conviction factor) / l2 = 1.69 ft.
Extend Cover Upslope 2feet
Extend Send Upslope 0feet
(14) K Slope LengOr The length of the sloped sides ofthe mound, based on a 3:1 slope from the top ofthe mound
Min.( 0.00 "Sand Above Cmomd x 3) /12 =
0.00 ft
Min.( 8.40 "Mound Above Ground x 3) /12 =
2.10 ft.
Extend Cover 2 feet on each end
Extend Sand Length 0feet on each end
(15) L Length: The length of the normal front endslope to endslope, = B +2 (K)
96ft+2( 0.00 )= 96 feet of Sand
96ft+2( 2 )= 100 feetof Cover
(16) W Width The width ofthe mound from Upslope edge to Downslope edge, =J+A+I
0 fti. 5 ft+ 11 ft= 16 feet of Sand
2 ft.+ 5 ft+ 11 ft= 18 feetof Cover
(17) 37 Cubic Yards of Sand Required (Approximate)
(18) 41 Cubic Yards of Top Soil Required to Cover the Mound (Approximate)
Water Mounding
Per 12VAC5-613-70 A. 10.
For any small AOSS where the vertical separation
to a permeability -limiting feature is less than 18 inches
below the soil treatment area...
the designer shall provide calculations to demonstrate
that water mounding will not adversely affect the
functioning of the soil treatment area, that hydraulic
failure will not occur, and that adequate vertical
separation will be maintained to ensure the
performance requirements of this chapter are met.
Water Mounding Evaluations are not required due to
at least 18" Depth to a Permeability Limiting Feature.
Vertical Separation to Limiting Features
Per 12VAC5-613-70 A. 12. Table 2
TL-2 (Secondary Treated Effluent) Requires
Vertical separations to any limiting feature of-
>=18" (must be naturally occurring soils)
<18" to 12" (requires a minimum 6" of
naturally occurring soils)
The Wisconsin Mound Manual calculates the vertical
separation distance form the point where the effluent
enters the sand mound. For this design the effluent
enters the mound at least 9" above the base of the sand
in the Sand Fill Area (A x 13). This 9" of sand plus the
minimum 6" of naturally occuring soil, assures there is
at least 12" of separation above a Limiting Feature.
The Mound Manual allows the the sand fill height to be
raised to meet the Vertical Separation Requirements.
Soil Summary Report for Northeastern Lot
General Information
Date: 7/22/20
Submitted to Albemarle County Health Department
Applicant: Enviro-Klean
Telephone: (434) 531-0671
Address: 225-B Four Winds Lane, Kents Store, VA 23084
Owner: Virginia Land LLC
Address: 195 Riverbend Dr., Suite 1, Charlottesville, VA 22911
Location: north of Rt. 22, 0.8 mile east of Rt.
740
Tax Map: 66-10J7
I Subdivision:
Lot
Soil Information Summary
1. Position in landsca a satisfacto ? Yes
No El
Describe: shoulder
2. Slope: 5 %
3. Depth to Rock or impervious strata:
I Max. 48+ in Min.
4. Depth to seasonal water table (gray mottling or gray color):
No ® Yes ❑ Inches
5. Free water sent: No Z Yes ❑ ran a in inches -
6. Soil percolation rate estimated?
Yes ®
Texture Gro I ❑ II ❑ ill 0 IV ❑
No ❑
Estimated rate 75 min/inch 3V
a..a n....M -
Hole
Hzn
Depth
in
Material Description
Tat
1Ap
0-2
10 3/3 dark brown Loam
2
E
2-5
10 /3 very pale brown Silt Loam
3
B
5-12
5 /8 reddish yellow M Loam weak granular
3
BtC
12-48
5 5/8 yellowish red CIE Loam weak fine Spwith common weathered schist fisaments
3
2
A
0-1 1 3/3 dark brown Loam
2
E
1-5 10 r7/3 very ale brown Silt Loam
3
B
_5-10 7.5 5/4 brown Clay Loam,weak granular
3
BtC
10-48 2.5 5/8 red Cla Loam weak fine SB with common weathered schist fiaaments
3
3
A
Absent
_
E
0-5
10 r7/3 ve ale brown Silt Loam
3
B
5-10
7.5 r5/4 brown Cla Loam weak granular
3
BtC
10-48
2.5 5/8 red Cla Loam weak fine SBY, with common weathered schist fiagments
3
4
0-2 10 3/3 dark brown Loam
2
E
2-6 1 10 7/3 very ale brown Silt Loam
-granular
3
B
6-11 1 7.5 5/4 brown Clay L weak
3
BtC2
11-48 I 2 511519 red ni av Loam weak fine SB with common weathered schist fragments
3
5
A
0-1
10 3/3darkbrownLoam
2
E
1-7
10 7/3 veryale brown Silt Loam
3
B
7-10
7.5 5/4 brown ClayLoam weak ular
3
BtC
10-48
2.5 5/8 red ClayLoam, weak fine SBK, with common weathered schist ents
3
I
I
`�outrd � I
111(1°'n lteKr'
p��, Svlatml
Lot A
A Portion of
TM 06600-00-00-01OJ7
Residue of
TM 06600-00-00-010J7
4 BR
4 BR
rHous�
rHouse
Site
Site
Class IIIe I Class IIIc
Well Site
_ Well Site
Louisa Road - Rte 22
The area within a 200 foot radius of
the center of the proposed drainfield
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.
Soil Summary Report for Northwestern Lot
General Information
Date: 7/22/20
Submitted to Albemarle County Health. Department
Applicant: Enviro-Klean
Telephone: (434) 531-0671
Address: 225-B Four Winds Lane, Kents Store, VA 23084
Owner: Virginia Land LLC
Address: 195 Riverhead Dr., Suite 1, Charlottesville, VA 22 Opttlrllt11111,
Location: north of Rt. 22, 0.8 mile east of Rt. 740 �.�` 4.0 •• '�
Tax Map: 66-1OJ7
Subdivision:
Lot: •?ni
Soil Information Summary 0:
1. Position in landscave satisfactory? Yes ® No ❑
Describe: shoulder & sideslo e
2. Slope: 8 % - ��� •.,�
3. Depth to Rock or impervious strata: Max. in. I Min. 24 'p e9 ° • ° ��
4. Depth to seasonal water table (gray mottling or gray color):
No ®Yes Inches �q4t t ut upt� ❑
5. Free water resent: No ® Yes range in. inches
6. Soil percolation rate estimated?
Yes ®
Texture GroupI [-1 II ❑ IB ® IV ❑
No
Estimated rate 75 min/inch 0-12"
Soil Prnfilas
Hole
Hzn
Depth
im
Material Description
Txt
1
Ap
0-2
10 3/3 dark brown Loam
2
B
2-7
5yr616 reddish yellow Silty Clay Loam, weak granular
3
BtC
7-24
2.5yr5/8 red Clay Loam, weak fine SBK, with common weathered schist fragments, getting firm at
24"
3
2
Ap
0-1
]0 3/3darkbrownLoam
2
B
1-5
7.5 5/4 brown Cla Loam weak
_
granular
3
I
BtC
514
2.
za°°Syr5/8 red Clay Loam, weak fine SBK, with common weathered schist fragments, getting firm at
3
i 3
A
0-1
10 3/3 dark brown Loam
2
B
1-4
7.5 5/4 brown Clay Loam weak granular
3
f
BIC
4-24
2.5yr5/8 red Clay Loam, weak fine SBK, with common weathered schist fragments and soft
7.5 6/8 reddish yellow Sandy Loam sa iolite getting firm at 24"
3
4
A
0-1
10 3/3 dark brown Loans
2
B
1 4
7.5yr5/4 brown Clay Loam weak granular
3
BICI
4-13
5yr5/8 yellowish red Clay Loam, weak fine SBK, with common very highly weathered schist
fragments
3
BtC2
13-24
2.5yr5/8 red Clay Loam, weak fine SBK, with common weathered schist fragments, getting firm at
24"
3
5
Ap
IOyr313 dark brown Loam
2
B
2-6
7.5 5/4 brown Clay Loam weak granular
3
DIM
6-12
5yr5/8 yellowish red Clay Loam, weak fine SBK, with common very highly weathered schist
fro eats
3
BtC2
1224
2.5yr5/8 red Clay Loam, weak fine SBK, with common weathered schist fragments, getting firm at
24"
3
6
A
0-1
10 3/3 disk brown Loam
2
B
1-5
7.5 5/4 brown Clay Loam weak granular
3
BYCI
5-19
5yr5/8 yellowish red Clay Loam, weak fine SBK, with common very highly weathered schist
frogments
3
BtC2
19-24
2.5yr5/8 red Clay Loam, weak fine SBK, with common weathered schist fragments, getting firm at
24"
3
I3
olmd 6
,p0%geseriaM
pritnarYMO�d 14 0 5
5.
Lot A
A Portion of
TM 06600-00-00-01OJ7
4BR
rj omsj
Site
Class IDc
Well Site
Residue of
TM 06600-00-00-01OJ7
Class IIIc
Well Site
Louisa Road_Rte 22
The area within a 200 foot radius of
the center of the proposed drainfield
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.
r4 BR
IHousel
,Site
AREA TABLE SUMMARY
IMP 56-IOR IOB27 ACRES
I ESS IOT A 5039 ACRES
RESIDUE TAP 66-1017 5.46E ACRES
TMPI 06600-00-00-0fOJ6
CARRETT A & JENNIFER A DUDLEY
DO 5246 PC 424
NOTES
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT AND THEREFORE MAY NOT REFLECT ALL
EASEMENTS AND ENCUMBRANCES UPON THE PARCELS SHOWN
HEREON.
2. BOTH LOT A AND THE RESIDUE ARE LOCATED WITHIN ZONE X
(UNSHADED) ON FEMA NFIP COMMUNITY MAP PANEL NO.
51003C0325D, EFFECTIVE FEBRUARY 4, 2005. ZONE X
(UNSHADED) REPRESENTS AREAS OUTSIDE OF THE 0.2% ANNUAL
CHANCE FLOOOPLAIN (500 YEAR FLOOD) AND IS NOT CONSIDERED
A SPECIAL FLOOD HAZARD ZONE.
3. BOTH LOT A AND THE RESIDUE EACH CONTAIN A BUILDING SITE
THAT COMPLIES WITH SECTION 4.2,1 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE
4. NO PLACES OF BURIAL WERE OBSERVED DURING THIS SURVEY.
S. BOTH LOT A AND THE RESIDUE ARE LOCATED WTHIN THE -
MECHUNK CREEK WATERSHED.
6, NEITHER LOT A NOR THE RESIDUE ARE LOCATED WITHIN THE
MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT,
7. NEITHER LOT A NOR THE RESIDUE ARE LOCATED WITHIN THE DAM
BREAK INUNDATION ZONES.
8. NEITHER LOT A NOR THE RESIDUE ARE LOCATED WITHIN AN
ALBEMARLE COUNTY AGRICULTURAL -FORESTAL DISTRICT,
9. LOT A IS ASSIGNED 2 DEVELOPMENT RIGHTS AND MAY BE
FURTHER DIVIDED. THE RESIDUE OF TMP 06600-00-00-010J7 IS
RETAINING 2 DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
10, BOTH LOT A AND THE RESIDUE ARE ZONED RA RURAL AREAS.
it. INSTRUMENT CREATING PROPERTY: DB 696 PG 831
12. OWNER TMP 66-10J7: DANIEL R., JR & AMANDA Y. VANDERPLOEG
08 COOL WATER LANE
GORDONSVILLE. VA 22942
PF
TXP: 06890-00-00-010J5
RICHARD L, Jr & AIMMY L XMODOX
DB fate PC f23
95L
LOT A
A PORTION OF
06600-00-00-OIOJ7
6.039 AC.
30,090 S.F.
DWEWNC
RESIDUE OF
TMP 06600-00-00-Of0✓7
6.488 AC.
'A
30.090 S.F.
OWEWNG
ROUTE 22 - LOUISA ROAD
so, R/I
TXP: 06600-00-00-OIOKS
DAWD Z & DONNA A ROGERS
LID 5109 PC 72
A
91 U
2 Th
a
a
OWNER CERTIFICATION
The platting or dedication of the following described land,
subdivision of Lot A from TMP 06600-00-00-010J7, Is
with the free consent and In accordance with the desire
of the undersigned owners, proprietors and trustees. If any.
Daniel R. Vanderploeg, Jr, Owner Date
Amanda Y. Vanderploeg, Owner
CERTIFICATE OF ACKNOWLEDGEMENT
City/County of
Commonwealth of Virginia
The foregoing Instrument was acknowledged before me
TMP: 06600-00-00-0 0J8 this day of , 2020 by
DAWD Z & DONNA A ROCE93
DO 5109 PC 72
Notary Public's signature
Notary registration number.
My commission expires:
APPROVED FOR RECORDATION
Agent, Board of Supervisors Date
LEGEND
BSL
BUILDING SETBACK LINE
IF
IRON PIN FOUND
IS
]RON PIN SET
OHE
OVERHEAD ELECTRIC
MERIDIAN
TP
N
TELEPHONE PEDESTAL
TV PEDESTAL
PLAT SHOWING A SUBDrVISION
OF
UP
OTIUTY POLE
e
TMP OfiG00-00-00-01077
PLANNING GROUPLLC
WM
WATER METER
ALBEMARLE COUNTY, VA
4,10 Premier Circle, Suite 200
IN 0 100 200 Soo
SHEET: I of I
Charlottesville, VA 22901
(P) 434.882.01.1
SCALE: 1 -100'
FLF, TMP 610.1 SUB.DWG