HomeMy WebLinkAboutVA198700076 Application 1987-11-06 ALB 4:0- )�`y l- F...ENR
APPLICATION FOR: T'ff,
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VARIANCE U L j u 7 DATES IT' ED
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❑ SPECIAL USE PERMIT :. a� � �� o� •
REZONING - $
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❑ Z P FEE PAID (she reverse)
❑ Z• ONING TEXT AMENDMENT IRGI1`�
❑ M• OBILE HOME DATE OF PRELIM CONF.
❑ H• OME OCCUPATION
❑ ACCESSORY TOURIST LODGING STAFF AT PREL . .
OWNER (as currently listed in Real Estate)
Name Acre. Lai117 Z C•4). Weir74 Phone (eRo�) QM-6/B/
Address p O. /Jo X B/¢7 64,11%.5/i��, d.. .2Zg0,6
APPLICANT (if different from owner)
Name Phone ( ) -
Address
CONTACT PERSON (if different from above)
Name /4/`jar / ,6q`,,)a/ol.S Phone ( ) , 9/2/
Address PC ,&' /'¢ . irZle.lit/4-/ !/cc_. z Z9d�
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LOCAT�ON:& 76 747 EA ‘4O
TAX MAP/PARCEL NUMBERS (use reverse if needed)
1. 33 - 4/ - - 3. - - -
7. - - - 4.• - - -
EXISTING ZONING £,9 PROFFERED? Yes _ No X Acreage if different B. 726
DESIRED ZONING PROFFERED? Yes _ No _ Acreage if different
EXISTING USE //GQo71
PROPOSED USE .5i y/tt fq 7//y I 'e„,e//ris
ORDINANCE SECTION(S):
DESCRIPTION OF REQUEST: /0 ad d/aVe 1,0'orc e/ /,7 4, ur- /0 7s
each 4adirj f rt Area. _e' /. 987 Qeres edh,e/i i3
56 6 sf.Ff. /e ss 7+444,4 w// &ec/ th 744 a .c ' 2onc. •
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VA-87-76. 8 Acre Land Trust (owner) , property known as tax map
33 , parcel 41A, located on Rt. 747 at its intersection with Rt.
640, zoned RA. The applicant seeks a variance from Section 10. 4
of the Albemarle County Zoning Ordinance to reduce the minimum
lot size for four (4) proposed lots from the required two (2)
acres to one and nine-tenths (1.9) acres each to allow subdivi-
sion of the property. r_ . ,.duns or the Albemarle County
4.7 ng uraiarce n ,applicab'a to this application.
i a1988• S ignec. Date Isvi
tOwner, ontr ct Purchas , Agent)
Fee $ • Date Paid / / Received By
Notes:
CSite Review Date: / / PLANNER: Recommendation:
�
1 P• lanning Commission Date: / / Action:
II B• oard of Supervisors Date: / / Action:
4. l�'J�,,�
C BopofPPeDJ
ate: / / /Action: L;;/�7 '
GEOLOGIST SUBSURFACE EXPLORATIONS, FOUNDATIONS, EARTH DAMS, SOIL ANALYSIS, 1111 ROSE HILL-DRIVE,SUITE 5
E.O.GOOCH BLAST DAMAGE, GEOLOGICAL & LAND USE STUDIES & REPORTS CHARLOTTESVILLE,VA.22901
CHARLOTTESVILLE (804) 293-7780
VGINEERS
G.LAREW,P.E. E. O. GOOCH AND ASSOCIATES
CHARLOTTESVILLE
Consulting Geologists and Engineers
October 7, 1987
Mr. Jim Hill
Virginia Land Company
P.O. Box 8147
Charlottesville, Virginia 22906
Re: Soils and Geological Study
Parcels 1 - 4 and Lots 3 - 8
Aldrich Property
State Route 747
Albemarle County, Virginia
Dear Mr. Hill:
As requested, we have completed a soils and geological study at the
referenced site. The purpose of the study was to determine the suitability of
the soils on each lot for the disposal of sewage by means of individual septic
tank/drainfield systems. The investigation has consisted of drilling a series
of at least five hand auger test holes on each lot to determine soil profiles.
A log of each test hole is shown on the enclosed individual soil profile sheets
along with a sketch showing the approximate hole locations. The holes have been
flagged with orange ribbon for future reference.
Generally, the soil profile on each lot consists of about 6 inches of
topsoil beneath which there is a layer of red micaceous clay loam of variable
thickness. This clay loam layer is underlain by micaceous loam and/or micaceous
sandy loam which, in turn, grade vertically into the underlying micaceous
schist, graphite schist and micaceous sandstone of the Lynchburg Formation.
We recommend that the drainfield lines be placed in the micaceous loam
and/or micaceous sandy loam as percolation tests run on similar soils in the
area have yielded percolation rates that meet the current Health Department
requirements.
The well sites shown were selected to meet the minimum seperation
distance from the proposed drainfield sites.
As you know, final approval of the drainfield site rests with the
sanitarian with the Charlottesville-Albemarle Health Department.
We hope this is the information you need. If you have any questions,
please let us know.
Very truly yours,
E.O. Gooch and Associates
ff-tl
Steve Gooch
SPG/fg
Enclosure
•
E.O. COOCH & ASSOCIATES
Consulting Geologists and Engineers
Soil Profile
Subdivision Aldrich Property Location
Lot No. Parcel i 1104^
J^ D
rC
#41 ttt
56,1 le_ 1 -/O p
C// 13 - eo 4410I AiIAa
Hole Slope Depth Material Description
(in.)
A 9% 0- 6 Topsoil
6-30 Red micaceous clay loam
30-60 Red-brown micaceous loam
B 10% 0- 6 Topsoil
6-24 Red micaceous clay loam
24-60 Red-brown micaceous loam
C 6% 0- 6 Topsoil
6-30 Red micaceous clay loam
30-60 Brown micaceous loam
D 10% 0- 6 Topsoil
6-24 Red-brown micaceous clay loam
24-60 Red-brown micaceous loam
E 7% 0- 6 Topsoil
6-48 Red micaceous clay loam
48-60 Red-brown micaceous loam
Remarks: Favorable percolation rates can be expected in the micaceous loam.
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< E.O. GOOCH & ASSOCIATES
Consulting Geologists and Engineers
Soil Profile
Subdivision Aldrich Property Location
Lot No. Parcel 3
Nclzi
•
(g)
owekk
h
SC4e 1 .tooafa>s Pol-em4 de,‘Zeti
( Hole Slope Depth Material Description
(in.)
A 9% 0- 6 Topsoil
6-18 Red-brown micaceous clay loam
18-60 Brown micaceous loam
B 8% 0- 6 Topsoil
6-24 Brown micaceous loam
24-60 Brown micaceous sandy loam and gray loam
C 7% 0- 6 Topsoil
6-36 Brown-red micaceous clay loam
36-60 Brown-yellow micaceous loam
9% 0- 6 Topsoil
6-24 Red micaceous clay loam
24-60 Brown micaceous loam
E 6% 0- 6 Topsoil
6-18 Red-brown micaceous clay loam
18-60 Brown micaceous loam
Remarks: Favorable percolation rates can be expected in the micaceous loam and
micaceous sandy loam.
{
E.O. GOOCH & ASSOCIATES
Consulting Geologists and Engineers
Soil Profile
( Subdivision Aldrich Property LocationNI 0 rit-lk.
Lot No. Parcel 4 41
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ny
Nss
h r B 7
5Co te ("I-1001. low
74:)- Po6n,441 olRA►vE %QU e''-- AI-e ci.,
5i1.e
Hole Slope Depth Material Description
(in.)
A 9% 0- 6 Topsoil
l 6-18 Brown micaceous loam
18-72 Brown micaceous sandy loam
B 10% 0- 6 Topsoil
6-36 Red-brown micaceous clay loam
36-72 Brown micaceous loam
C 7% 0- 6 Topsoil
6-30 Red-brown micaceous clay loam
30-60 Brown micaceous loam
60-72 Brown micaceous loam with slight gray
mottling
D 3% 0- 6 Topsoil
6-24 Brown micaceous loam
24-72 Brown micaceous sandy loam
E 5% 0- 6 Topsoil
6-72 Brown-red micaceous loam
F 8% 0- 6 Topsoil
6-12 Red-brown micaceous loam
12-72 Brown to black loam
Weathered graphite schist
Remarks: Favorable percolation rates can be expected in the micaceous loam and
micaceous sandy loam. Pumping will be required. It may also be
necessary to install a Class 2B well.
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