HomeMy WebLinkAboutSUB201900038 Study 1997-06-03 OF A
8:peat
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Date: 04/17/19
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville,VA 22906
•
Regarding:
Project Name: SUB201900038 2833 Scottsville Road-Boundary Line Adjustment Plat
Date Submitted: 04/15/19
Dear Ms. Batten:
The County of Albemarle has received application to adjust the property boundaries of Tax Map
102 Parcels 34, 34A, 34B, and 34C. No new lots will be created with this plat. The plat is being
sent to the Health Department for review to ensure that the existing drainfields will still be
incompliance with State and County regulations after the property boundaries are adjusted as
proposed.
This project requires Health Department approval prior to receiving final County approval. The
applicant has provided a soils report, which is attached. Please review the proposal for suitable
subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3,4.2.4,
and Chapter 14 Section 309, Chapter 14 Section 310, and Chapter 14 Section 416 of the
Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
•
Sincerely,
./ �r- �--
n)cerely,�an• �(
`,�l
Cameron L gille, Senior Planner
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville,VA 22902
blangille(c�albemarle.org
(434)296-5832, ext. 3432
(
I I+5 4(h Street, SWI. Virginia =29412-6465
June 3, 1997
Mr. Jay Taggart
S. L. Key, I nc.
P.O. Box 1346
Charlottesville, Virginia 22902
Re: Soils Study
Division of Tax Map 102-34
Albemarle County
Dear Jay:
As requested we have completed a soils study at the referenced site. The purpose of the Telephone
study was to determine the suitability of the soils for the disposal of sewage by means
of a septic tank drainfield system for a 100% reserve site for the existing house located 804.977. 1498
in the front portion of the property near State Route 20.. The investigation has
consisted of drilling a series of five (5) hand auger test holes to determine soil profiles r• acts i m i 1 e
on the propsoed lot. A log of each test hole is shown on the enclosed soil profile sheet
along with a sketch showing the approximate hole locations. The holes have been 804.977.6778
flagged with red ribbon for future reference. Also enclosed is a soil information
summary.sheet containing information pertinent to the design of the proposed
drainfield.
For the purpose of this report we have referred to the lot in the front portion of the
property as Lot 1 and the lot in the rear portion of the property as Lot 2. Lot 2 was built
on in 1995 and a copy of the Sewage Disposal Construction permit #5D-95-329
showing the reserve site is enclosed. We did not perform an investigation on Lot 2.
Based on our investigation, it is our opinion that the soils in the vicinity of holes A-E on
proposed Lot 1 are suitable for installation of drainfield lines under the current
Health Department regulations.
We have submitted a copy of this report to the Charlottesville -Albemarle Health
Department for their review. An environmental health specialist will make a visit to the
site to review the proposed drainfield sites.' If he/she is in agreement with our
interpretation of the soil conditions, the Health Department will give preliminary
approval of the drainfield sites. If the Health Department has questions regarding the
proposed drainfield sites, it may be necessary to meet on site to address their concerns.
The contents of this report reflect our opinion as to the suitability of the soils in the area
investigated to support a septic tank/drainfield system under the current Health
Department regulations. Final approval and design of the drainfield rests with the
Charlottesville -Albemarle Health Department.
E A R T H T E C 14
Soils Study
Division of Tar Map 102-34
Albemarle County
Page 2
We hope this is the information you need. If you have any questions, please let us
know.
Sincerely,
EARTH TECH, Inc.
��c
Steve Gooch
Encl.
cc: Charlottesville -Albemarle Health Department
E A R T H@ T E c H
Soil Profile
Proposed Lot 1
A Division of Tax Map 102-34
Albemarle County
Hole
Depth
Material Description
(in.)
A
0-8
Reddish brown (2.5YR 5/3) clay loam
8-33
Red (2.5YR 418) silty clay, firm
33-60
Red (2.5YR 5/8) clay loam, friable
B
0-10
Reddish brown (2.5YR 5/3) clay loam
10-37
Red (2.5YR 4/8) silty clay, firm
37-60
Red (2.5YR 5/8) clay loam, friable
C
0-6
Reddish brown (2.5YR 5/3) clay loam
6-21
Red (2.5YR 4/8) silty clay, firm
21-60
Yellowish red (5YR 5/8) clay loam, friable
D
0-8
Reddish brown (2.5YR 5/3) clay loam
8-23
Red (2.5YR 4/8) silty clay, firm
23-45
Red (2.5YR 5/8) clay loam, friable
45-60
Brownish yellow (IOYR 6/8) silt loam
E
0-9
Reddish brown (2.5YR 5/3) clay loam
9-31
Red (2.5YR 418) silty clay loam, friable
31-60
Red (2.5YR 5/8) clay loam, friable
Soil Texture
Group
3
4
3
3
4
3
3
4
3
3
4
3
3
3
3
3
Soil Information Summary
Proposed Lot 1
A Division of Tax Map 102-34
Albemarle County
1) Position on slope information - Position satisfactory, hillside
2) Slope - 13%
3) Depth to rock/impervious strata - 60 inches+
4) Depth to seasonal water table - 60 inches+
S) Free water present No
6) Soil percolation rate estimated - 60 @ 48"
Comments: The area investigated should support the 100% reserve drainfield for
the existing house.
0
I•
q
1
�
•„
i ,
ItDf1
N
I
S
' i
„Y��
7N11 N91YIM
f •t'
f' •,
Z y
^
i•.
1•
pp l
P' N
o. �` w
N
N W y. WOW
J
p W J
yxH
p00
J
' ¢.4 K v .�•
W
!
•
i 8
y d .J1a
go. o 11cc0,
W
xM
8
Ise
�
a
„
I�
•�
•0.' C�t.
.� �
1• W
p
Imfl
N
O1d
I
G
os:
O >
°d o s ��
S
•{i
r.'*4a J.
W 0
W
'
:e,�i�1t' �f S:
°1� ..4,
•!..
O
a o
'
''T' a
•=fD
1 6t.
'ti,�.�
v
O
a � �
.•
ai a
~tillAtlilOid�,N;brBQt�A,
?.
..Q' A r•.r
r':...`t
N
b
z
-
W E'
W
J
z aQ
l
a
O J lL
z >
i
zzwx— >-
Q—
aaoN`„o-192M =
f.aZwNY
o .
J;
OZmE�VJ ��
W }
QGZOti�h-;
a
=Z U.
WJtn—w0 OWZ
y
a..
z W Vl0J�xF-O
-WcwC mOF-JV
OW.
xz
N s Q'
a`
j=aWJz}wU).Q-1
r- z
�O a-owow�5Nc)Q
U V, a('. =o"0-jCW -
.
}'WWO
.
oaa—M OwQ
o
wW y
i rOo. Jwxav>x
Q o o.w•a J 0 1-
O w` T O V)
'
aNIGFi�(Qa3-iOG '
.. �.�!/yQ.� •„vim j,_ �..
W
;
Z
W
w c
W
rw
Y
A a
i
a 'a r•
$ u
r d
'c
•mm mN•
QQ NO_
41m Isdd
ad.
I� ' 148 o geZ41f' • P g
97
31 ep
��_ b1S tul�alws a,
loa-
-Water Supply and/or Sewage Disposal System Construction Permit Page 1' of
Commonwealth of Virginia Health Department
Department of Health Identification Number: 101-95-0329
ALBEMARLE CO. HEALTH DEPARTMENT Tax Map Number: 102-34 y
General -Information '-BPS`:' 95=1077-
- - -- •Water -Supply'Sfstem: HEFT Sewage Disposal System: NEW
Based on the application for a sewage disposal system construction permit filed In accordance with Section 2.13 E, of the
Sewage Handling and Disposal Regulations end/or Section 2.13 of the Private Well Regulations a construction permit is hereby Issued to:
Owner: MRS. 0.0. MANLSY Telephone: 804-296-9119
Address: C/O JEFF. AREA, 310 AVON CT, CHARLOTTESVILLE, VA 22902
For a Type I Sewage•Dieposal System or Well to be constructed on/at
TO THE EAST of RT. 20 SO. APPROX. 0.3 MI. SO. OF MAR.MANOR•
Sec/Bk Lot Actual or estimated water use 450 gpd - 3 bedrooms
DESIGN NOTE: SEWAGE DISPOSAL SYSTEM INSPECTION_RF.Sur.Ts---
Water,.supply,,_TO BE, -INSTALLED-•- -
Wafer supply location: Satisfactory yes_ no_
To be installed CLASS: IIIC .-. _, _ _�
-. - -,- �- -- •-
'� ' ` ' ' ' TM T -- '-Y
CASEM -20 feWt ' GROUTED: 20 feet
G.W.2 Received: yes_
no not applicable_
Building -Sewer; _'I.D.•PVC Schedule 40,
Building Sewer:
Satisfactory yes_ o_
or equivalent. Slope 1.25" per 10ft(min.)
`
Other
Septic Tank: Capacity: 900 Gals.'(min.)
Pretreatment unit:
Satisfactory yes no_
Other
Inlet -outlet structure: )PVC Schedule 40,
Inlet -outlet structure: Satisfactory yes no
4" tees or equivaient.
Other
Pump and pump station:
Pump 8 pump station:
'Satisfactory yes` no
NO
Gravity mains: 3- or larger I.D., min. 6"
Conveyance method:
Satisfactory yea no
fall per 100 f-1500 lb. crush strength
or equivalent. other
Distribution Box: Precast concrete
Distribution box:
Satisfactory yes no�
with •7 ports.' ;
Other
Header lines::.Material: 4" I.D. 1500 lb.
Header lines:
Satisfactory yes no
crush strength .plastic or equivalent from '
distribution box -to 2.ft into absorption
trench. Slope 2"• min. other
Percolation lines: Gravity 4" plastic
Percolation lines:
Satisfactory. -yes .no-,-
1000 lb.. per. foot .bearing•.load; or -equiv. -
-
slope 2" - 4" (min. max.) per 100ft
Other
Absorption trenches:
Absorption trenches:
Satisfactory yes__/�o
Sq ft. required: 1350 depth from
ground surface to bottom -of trench 2411:
aggregate size .5-1.5":
`
Trench bottom slope 274"/100 ft
Date 0 S
Inspect d approved by:
center to center spacing 9 FT:
Trench width 36" Depth of aggregate 1311:
�?
/
Trench length�75 ft:
zze4�E
Number of trenches 6
EnvirohrrenEai
Healtglsecialisto
C.H.S. 202A
.,
Health Department �`�� Ste_
Identification Number—.�_T
ci
/chematic drawing of sewage disposal and/or water supply system and topographic features..
Show the lot lines of the building site, sketch of property showing any topographic features which may impact on the design of the
well or sewage disposal system, including existing and/or proposed structures and sewage disposal systems and wells within 200
feet. The schematic drawing of the well site or area and/or sewage disposal system shall show sewer tines, pretreatment unil,
pump station, conveyance system. and subsurface soil absorption system, reserve area, etc. when a nonpublic drinking water
supply is to be permitted, show all sources of pollution within 200 feet.
The information required above has been drawn on the attached copy of the sketch submitted with the application.
ttac additional sheets as necessary to illustrate the design.
- '`
LINE
'9CENTERS
DEEP
FENCE LINE
1 J'
4_1��,5K-25 WELL AREY-.
FE•dCI=— LINE
r'.."ITE —
RF-'=:E—P.'V E
This sewage disposal system ancf/6 a1 QWly is to be constructed as specified by I
the permir attached plans and specifications--.
This sewage disposal system \and/or well construction permit is null and void if (a) conditions are changed from those shown on the
application (b) conditions are changed from Ihose shown on the construction perV�'e
'
r� (/ i
No pan of any installation shall be covered or used until inspected, correcliovs/n essary, and appro ed, by the local health
department or unless expressly authorized by the local health dept. Any part of any,/mstpAtion�which has n covered rior to
approval shall be uncovered. if necessary, upon the direction of the Departm� (�C1�
Date: _ Issued by: This Construction
Sanitarian Permit V I•f
Date: — — Reviewed by:
Supervisory Sanitari:u,
If FHA or VA financing
a t untt
-- — Z PZ ( 4
Reviewed by Date nmr,
OF,INSPECTION-SEWAGE DISP� A S A , ^ � _ • � • _ -- �'
I ,QS.,. YSTEM _
-9 ��case No.
Owner //��X/��'�i�Cii��C�� dress /�GIA� GO /5eXX P%
Adr Phone
thlailinR Address) - —�—%—
occupant ' = Address ' . Phone
lllailinR Addrrssl
Exact ° of Premises�//t. �aei 2� �/+7u.•�i%7t�,�1
(Subdivision. Street nr Road Name, Section or lot No.)
WATER SUPPLY_ INSPECTION
Sewer —
Installed according to Perms (gn Yes ❑ No.' Distance to nearest House Sewer 9� feet. Distance to nearest Sewage
Disposal System • feet. (Use Form LHS-143 for Detailed inspection of Water Supply Reference Materials.)
SEWAGE DISPOSAL SYSTEM INSPECTION
(-1) LOCATION _ _ ... -(G) DISTRIBUTION•BOX
Allotted .Xrc2 ad uue 4�1 Yes ❑ N°. Distance from a ght and equal surcharge to each line by Wate Test '
nearest lot•tinrsfeet. TrDistancefeet. L03 c5 ❑ No, Distribution Box provided with
Water Supplies _feet. Buildings 34 feet. tetra outlets for future use, (Numhra) 1'
(2) INSTALLATION AND DESIGN 0- .3. ts+✓il��?
Installed according, to Permes it Deslgn '. Y' ' ❑ Nu (7) SUBSURFACE ABSORPTION FIELD' ,
Have additional Houschuld Appliances been- added NOT- on' Permit Total Are(in bottom of djiches 8 �� sq feet. ,
❑ Autoffi tic Washer • 'Cl GarbaP �s.Q Number of ditches �- L_en th of ditches / feet.
❑ Other //�// , " Grade of ditches mum-. %r Inches per 100 feet.
t )escrilwl Maximum inches pey 100 feet. Has system been
(s) SOIL CONDITION,; checked by instruments (level) Y
Are there soil conditions now evident whir irate system may be un• Type aggregate used 1:
satisfactory as designed: ❑ Yes No. [f Yes, show Depth of aggregate under Tile inches �.
adjustments required under "Remarks" below. Total depth of aggregate inches
(4) 'HOUSE SEWE� INE Depth of backfill over aggregate 2 inches
Installed Yes ❑ ,No, Type of material �C
Size inches.:' • (B)'SURFACEDRAINAGE
Storm Drains from H and Basement flowing away from Subsur-
(5) SEPTIC TANK �� face Drainage Field: KYes ❑ No. Was Surface Drainage
Constructed of ��//i�� sequined ❑ Yes �No. If Yes, has this 'been provided
(Kind uI %Iatrria4 / 41 - . ❑ Yes ❑ No. Has area been- d' i by lowering
Inside Dimensions Length�9 feet. Width ` �' feet.
liquid Depth '� feet. ; Depth of Air S a inches. Ground Water Table: ❑ Yes ❑ No. Not required..
r.Inside Fittings comply with requirements Yes ❑ No. (9) Arc follow-up inspections necessary ry
. P ' P� ry ❑• Yes . jp N0.
Septic Tank ./' ///�
Contactor l/�/�J%rd7�• Ad s' Phone '
This Scwake. Disposal System (Is� Approvad b _ r , Health De ailment.
tntye � �tgnC. Late ApprWed
t .1M t 1 X` (Health Director)
Date —.Approved Date Approved
i (Advisory Sanitarian) (gcviewink Authority'— Other Agency)
With proper maintenance, approved Sewage Disposal systems may be expected to function satisfactorily, provided _no overloading or.'.physical damage
occurs to the system. Remarks:'
• Virginia Department of Health
LHS - 141 Rev. 12/77
r
r _� PERMIT TO INSTALL _ RE ..Alk.-El • - REASONS,FOR,REJE -IONE3T-s-�-N-'-=-- -~
-- "WATER -7
-'r SUPPLY SEWAGE DISPO3AL-SYSTE /O,Z
�1) void after (1)2) twelve months T2LAwtomatically cancelled when site conditions are changed from those shown on permit.
(3) Automatically cancelled should facts later become known that a pZo
• hazard would be cre ed by continuing installation.
FHA/VA ❑ Yes Date Case No
Owner• �//� Address /��2O.F%iZy=A - Phone
M Ing AA d _
"�� - �r��Z �
Occupant Address C r Phone
(MailingAddress)
Exact Location
�i
of premises
(Subdivision, Street or Road Name, Section or Lot No.)
FOR: Dwelling []Other _ Automstic Washing Machine Yes ❑ o Consumption gal. per day
Actual �otential ❑ Bedrooms Garbage Disposal Unit ❑ Yes No (,❑ Actual estimated Water)
Additi0nel wastes% • '
0WATER SUPPLY (Existing) Class Approved O O Other
(To be installed) Class Cased ft. to be grouted ft.
_ (Unless supported by positive evidence Class III is to be considered as to be in I d.)
SOIL STUDY Naturally drained, suitabie by sight Yes ❑ No Technical Classification
J
1 2�Estimated Percolation Rate 1-10. ❑ 11-25 ❑ 26.50 ❑ > 51 Qr Percolation Test Required ❑ Yes No KFRete
1
(Minutes per inch) (Minutes per inch to nearest 10 es) '
Depth to Grey Mottles inches Iestimate over 4 ft.) OTHER
Surface drainage required ❑Yes No OTHER DRAINAGE
`
inches. Type of material require �� !stance from Water Suppl G feet./ '
(31 HOUSE SEWER LINE SizeAA
f
4
DETAILS OF CONSTRUCTION Watertight Septic Tank o Material Liquid Capaci gallons.
� ��feet.
Inside Dimensions Length feet. Width Liquid Dehth�� feet. Depth of Air Space foot.
SUBSURFACE ABSORPTION FIELD Number of square feet required _ Yype aggregate required `- !t
from 6
5) Depth of aggregate base of tile to bottom of ditches inches. J . Allowable fall to ✓ inches. i
Total aggregate minimum depth AK or more. Depth of drainfie(d inches from '
—inches t0 be surface of original ground.
Distance from well to septic tank feet; distance from wall to draitfieid feet.
Rough Sketch of Premises (Including adjacent properties If pertinent, Showing;Locatlon of Lot Line, Bulldings, water Supplies, Sewage Disposal Systems,
Trees, and Other Possible Sources of Contamination of Water Supplies. by indicating Distances and Slope with regard to one another.
y
t
I _ I
I
f, 04,
m f f t
Note. Diner or his agent must notify !f Health Department, Phone when In•
• c stallation Is ready for Inspection. If any -Sewage Disposal System, or part thereof is covered before bean99 Inspected by the ealth Departmen halt be un•
9 covered at the direction of the Health Director or his agent. CONDITIONS DISCOVERED DURING.INSTALLATI Y REQUIRE AO ST ENTSOF '
rn SYSTEM DESIGN. Changes from above specifications require Health Department approval before being made.
Based on the above Information, the undersigned recommends'that this permit be Issue 7
Date Approved Oa St cd161
(Reviewing Authority) (Sanitarian or Health Director)
-LHS - 121 REV. 12/71 •-- •-
Virginia State Department of Health
DUPLICATE
r -