HomeMy WebLinkAboutSUB200600056 Application 2006-02-27 Communit"^ slopment Department, Planning&
•,. County of Alb iarle community Development Division
401 Mclntil id Charlottesville,VA 22902-4596
Planning Application 1 Voice: (4s4)296-5823 Fax: (434)972-4012
PARCEL/OWNER INFORMATION
TMP 05700-00-00-085D1 ( )• iLL k ' -°� 1,
Owners � e `
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Application # SUB200600056
PROPERTY INFORMATION
Legal Description SKYLINE CREST 4B
Magisterial Dist. Samuel Miller Land Use Primary Forest-- Deciduous
Current AFD Not in A/F District Current Zoning Primary Rural Areas
APPLICATION INFORMATION
House # Street Name Apt/Suite City State Zip
Street Address
Entered By: Esther Grace on 02/27/2006
Application Type Subdivision Plat
Project: Carter/Connolly Waiver 3,098.00
Received Date 02/27/2006 Received Date Final 02/27/2006 Total Fees $ 180.00
Submittal Date 02/27/2006 Submittal Date Final Total Paid $ 180.00
Closing File Date Revision Number
Comments:
Legal Ad ,
SUB APPLICATION(s)
Type Sub Application Date Comments
APPLICANT / CONTACT INFORMATION
• Primary Contact
Name CONNOLLY, DAVID Phone # (434) 760-5607
Street Address 1130 EAST MARKET STREET Fax # (434) 979-3987
City/State CHARLOTTESVILLE,VA Zip Code 22902-0000
E-mail DCONNOLLY@ARTISININC.COM Cellular# ( ) -
Owner/Applicant
Name CONNOLLY, KARA A Phone # (434) 760-5605
Street Address 1304 EAST MARKET ST APT 1 Fax # ( ) -
City/State CHARLOTTESVILLE VA Zip Code 22902-0000
E-mail KCARTER@GOLDVIOLIN.COM Cellular# ( ) -
Signature of Contractor or Authorized Agent Date
Application For Review of a Subdivision Plat ®
❑ Preliminary Plat ❑ Final Plat
❑ Two-lot subdivision as described in Section 14-232(B)(2)or if all lots front on an existing public street=$95
❑ Resubdivision(Section 14-212.3)=$95
U Condominium Plat=$100
❑ Vacation(Section 14-212.2)=$170
5 copies of plat are required for above
❑ 1 to 9 lots=$360 0 If subject to Planning Commission Review=$720
U 10 to 19 lots=$550 ❑If subject to Planning Commission Review=$1,100
U 20 or more lots=$670 ❑If subject to Planning Commission Review=$1330
17 copies of plat are required for first submittal-8 copies required for a revision
Other matters subject to Planning Commission Review
lid Waiver,variation or substitution of subdivision requirements=$180 Attach written justification
U Relief of condition of prior approval=$180 Prior file Name/Number
Other matters subject to Administrative Review
❑ Tier 2 Groundwater Review=$250 plus$25.00 per lot(Required for all plats showing lots less than 21 acres)
U Tier 3 Groundwater Review=$400 plus$25.00 per lot(Required for all plats showing lots where at least 3 lots are 5 acres or less)
U Tier 4 Groundwater Review=$1,000
❑ Reinstatement of review=$65
❑ Extension of plat approval=$45 Must be submitted at least five(5)days prior to expiration of plat
U Request to defer action on plat to an indefinite date=$75
U Bonding inspection for plat=$60
Other matters subject to Board of Supervisors Review
❑ Appeal to Board of Supervisors=$240 Prior file Name/Number
Project Name: /'.bit teht.C. / k f ''I, / �Jk'yl but. G/•LSt- s/I)
Tax map and parcel: r Al - 7 Pcr^G&' 9 ))
Contact Person(Who should we call/wnte concerning this project?) �aj,jj a (.0 low) /4t,14, 11.0v1 Wit . 'a k rZhc-,
Address /130 L4 / fee City C..iturld Vic._ State Vh- Zip,27OL
Daytime Phone(4.3i) AO -$‘,pr7 Fax# f71•3967 r'�is E-mail Gicov,+4•1)yc)eto c...cow.
/cv'6
Owner of Record A. Cp krvs/(y (64-+c.t)
Address /3 O if £�- /4kt S+. A ,+ #/ City C ytliker Ji/le_ State Y/¢' Zip 2 _9oL
Daytime Phone(fj+31f) 740 -S404 Fax# E-mail// /<'c 3o«ui6Viv1.c.ow,
Applicant(Who is the Contact person representing?) 94)11.Cr' ( See '1.louver)
Address City State Zip
Daytime Phone( ) Fax# E-mail
C ry44. 4 3 8 9 Oct Co v NO//
c -4- 5B(c
County of Albemarle Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
6/17/05 Page 1 of 2
Property Information
Does the owner of this property own(or have ownership interest in)any abutting property? If yes,please list those tax map and
parcel numbers here /(/O
Physical street address(if assigned) .34f k AKA
Location of property(landmarks,intersections,or other)
Magisterial District: Zoning:
Comprehensive Plan Land Use Designation: ^^
Proposed Use(s)of property: l5 i+j(L A.4.4 1 i a04A6 e
Acreage Information:
Total parcel acreage: Z. Acreage in new lots:
#of new lots: Acreage in open space:
Acreage in roads:
Comments/Attachments:
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Owner/Applicant Must Read and Sign
The plat application process includes providing the Planning Commission with all the information required in Chapter 14
Subdivision of Land of the Albemarle County Code.
The foregoing information is complete and correct to the best of my knowledge. I have read and understand the provisions of
Chapter 14 Subdivision of Land of the Albemarle County Code.
/
Signature of Owner,Contract Pure , A ent Date
is S . Conac/l. / 3y - -s6207
Print Name Daytime phone number of Signatory
6/17/05 Page 2 of 2
February 27, 2006
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Ref: Application of Review of a Subdivision Plat-Request for Section 4.2.6 Exemption
Lot 4B, Skyline Crest Subdivision
345 Gillums Ridge Road
Tax Map #57-85D1
Kara A. Connolly, Owner
To Whom It May Concern:
The Owner of the above referenced property is requesting modification or waiver to the
County code, referenced by Section 4.2.6-B of the County Code.
Property is a 2 acre lot in an existing subdivision, established in 1976. Property has been
in the Owner's family since 1987. Property was acquired at that time by the Owner's
parents with the sole intent of establishing a future home for the Owner and her family.
Proposed building site is on critical slopes. This is allowed under Section 4.2.6-B.
Proposed building site is at the front (top)of the property, on Gillums Ridge Road.
Proposed site is in keeping with other existing homes in the Gillums Ridge Road section
of the subdivision, all of which appear to be built on similar slopes adjacent to the road.
The rear(lower) portion of the property contains an area that would allow a building site
and septic field on less than 25% slopes (with a reserve located on critical slopes), in
which case the provision that references Section 4.2.3.2 would apply. However, accessing
this building site area at the lower rear portion of the property would require the
establishment of an extensive driveway system that would disturb a much greater portion
of the critical slopes than the footprint of the proposed home and its associated septic
field. (Section 4.2.3.2 addresses this earth disturbing activity).
Additionally, establishing such a driveway system and establishing a home site at the rear
of the property would adversely impact the natural character of the property that currently
provides an abundant wildlife habitat; create a physical hardship for the Owner's family
in accessing their home in snowy/icy conditions; and create significant life safety issues
in the event that emergency/rescue vehicles were called to the home.
1
Owner's Agent has met with Bill Fritz, Chief of Current Development, and reviewed the
criteria for Review of Modification of Section 4.2. These specific criteria are addressed
below:
1) "Movement of soil and rock"- Other than the excavation for the foundation of the
house and establishment of a small entrance driveway and the septic system, soil
disturbances, if any, would be minimal. (Intention is to maintain the natural
character of the lot). Septic field to be planted with fast growing grasses to
alleviate soil movement. Soil tests have not shown the presence of significant
rock on the property. There are no exposed rock outcroppings.
2) "Excessive stormwater runoff'- Proposed minimal driveway will be gravel,
allowing absorption of rainwater. Owner's Agent has met with VDOT and Owner
has obtained an approved driveway permit. Roadway stormwater should not
impact site. House to have a gutter system, with downspouts leading to perforated
drains directing water away from the homesite, rather than splashblocks. This
should allow for gradual absorption of roof water runoff.
3) "Siltation"- expect no impact - no waterways on or adjacent to property.
4) "Loss of aesthetic resource"-Lot is located in an existing subdivision, established
in 1975. It is the Owner's desire to build on the lot in a manner in keeping with
the existing homes on the adjacent properties, at the front of the lot adjacent to
Gillums Ridge Road. This would minimize disruption and maintain the natural
wildlife habitat at the rear of the property.
5) "Septic effluent"- Owner has engaged Gooch Engineering to perform two soil
studies of the property. Soil has very good qualities for establishment of a fully
functioning conventional septic system (Study performed in August 2003 is
enclosed). This study shows a proposed reserve site on critical slopes. Study
performed in February 2006 (to be provided when received) has established that a
reserve site may be established on non-critical slopes at the rear of the property,
further minimizing potential impact on the site. Preliminary review of the site and
the 2003 Gooch soil study with the Health Department representative was
favorable, provided that a modification to allow building on greater than 25%
slopes was received by the Health Department from the County. The Health
Department has issued a rejection of the initial application, citing the lack of
receipt of the requested modification. (It should be noted the State allows
establishment of septic systems on slopes up to 50%).
2
Section 4.2.5 establishes the review process and criteria for granting a modification of
Section 4.2. Section 4.2.5-B provides that the commission may modify or waive the
requirements of section 4.2. The following addresses the three circumstances referenced
as grounds for granting a modification or waiver:
1) Strict application of the Section 4.2.6 provision that requires the building to be
placed on non-critical slopes, should such exist on the property, as applied to this
property, would actually result in greater disturbance and degradation of critical
slopes.
2) The topography and location of the property suggest that the appropriate
development of a building site should be at the front (top)of the property,
adjacent to Gillums Ridge Road. The house, sited at this location, would be in
keeping with existing adjacent properties, would maintain a common wildlife
habitat with the adjacent properties, would be in keeping with the norms of public
health and safety, would add to the orderly development of the area and adjacent
properties, and can be accomplished with sound engineering practices.
3) Not deemed applicable.
It is the Owner's sincere hope that the Planning Commission will grant this modification
due to the conditions and circumstances outlined above. Thank you very much for your
time and consideration.
Respectfully,
., ,,A,vi
David S. Connolly
Owner's Agent
3
John Y Gooch, P.E. OOC�L Steve Gooch, C.P.G./A.O.S.E.
�t t.7-te£!/-j gr
Phone (434) 293-7449 4� e.S�172�;`?, Ir2c_ Fax (434) 293-5137
1821 Broadway Street Charlottesville, Virginia 22902 www.gooch-eng.com
August 16, 2003
Mr. Dave Connolly
Artisan Construction, Inc.
1130 East Market Street
Charlottesville, Virginia 22902-5476
ECEIvED
Re: Feasibility Study for Drain Field Site
Lot 4B
Skyline Crest Subdivision C
DMMi1N1 T Y DEV E�OPr'VIE
NT
Dear Mr. Connolly:
As requested we have completed a soils study at the referenced site. The purpose of
the study was to determine the suitability of the soils for the disposal of sewage by
means of a septic tank drainfield system. The investigation has consisted of drilling a
series of hand auger test holes to determine soil profiles on the lot. A log of each test
hole is shown on the individual enclosed soil profile sheets. The soil profile holes
have been marked with pink wire flags and orange ribbon. The approximate location
of the drain field sites is shown on the enclosed plat. Also enclosed are soil
information summary sheets containing information pertinent to the design of both the
proposed primary and reserve drain field sites.
A exact location of the house had not been staked at the time of our site visit.
Based on our investigation it is our opinion that the soils in the vicinity of holes 1-6
and 7-11 are suitable for the installation of a septic tank/drainfield system and will
support the primary and 100% reserve drainfield site for up to a 3-bedroom house.
However, both the house site and drain field sites are on slopes that exceed 25%.
Since Albemarle County does not allow either the house or the drain field to be
placed on slopes that exceed 25% you will need to get a ruling, probably from
Albemarle County Zoning Department, on whether this lot is grandfathered or if
you will have to request a variance that would allow you to build and place the
septic system on these steeper slopes.
Our opinion is based on soil and topographic conditions as observed on August 12,
2003.
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 drain field rests with the
Charlottesville-Albemarle Health Department. This report is not an AOSE document.
If requested, this feasibility study can be converted into an AOSE application for a
certification letter by having a certified land surveyor locate the corners of the drain
field site and showing the drain field site on a plat and preparing an abbreviated drain
field design form.
We hope this is the information you need. If you have any questions, please let us
know.
Sincerely,
Gooch Engineering and Testing,Inc.
"pod&
Steve Gooch
Encl.
Soil Profile
Primary Drain Field Area
Lot 4B
Skyline Crest
Hole Depth Horizon Material Description Soil Texture
(in.)
Group
7 0-4 A Weak red (10R 5/3) clay loam 3
4-36 Bt Red (2.5YR 5/8) silty clay loam 3
36-54 BC Yellowish red (5YR 5/8) sandy loam 2
54-84 C Yellowish brown (10YR 5/4) sandy loam 2
8 0-4 A Weak red (10R 5/3) clay loam 3
4-30 Bt Red (2.5YR 5/8) silty clay loam 3
30-48 BC Yellowish red (5YR 5/8) sandy loam 2
48-84 C Brownish yellow(10YR 6/8) sandy loam 2
9 0-4 A Weak red (10R 5/3) clay loam 3
4-30 Bt Red (2.5YR 5/8) silty clay loam 3
30-48 BC Yellowish red (5YR 5/8) sandy loam 2
48-84 C Brownish yellow(10YR 6/8) sandy loam 2
10 0-4 A Weak red (1OR 5/3) clay loam 3
4-30 Bt Red (2.5YR 5/8) silty clay loam 3
30-84 C Brownish yellow(10YR 6/8) sandy loam 2
11 0-6 A Weak red (10R 5/3) clay loam 3
6-34 Bt Red (2.5YR 5/8) silty clay loam 3
34-54 BC Red (2.5YR 5/8) clay loam and brownish yellow(10YR 6/8)3/2
sandy loam
54-84 C Brownish yellow(10YR 6/8) sandy loam 2
Soil Information Summary
Primary Drain Field Site
Lot 4B
Skyline Crest
1) Position on slope information—Position satisfactory, side slope
2) Slope— 35%
3) Depth to rock/impervious strata— 84 inches+
4) Depth to seasonal water table— 84 inches+
5) Free water present—No
6) Soil percolation rate estimated—45 @ 54"
Comments: Primary drain field will support 3-bedroom house. Area should support
6 trenches 60 ft. long.
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CURVE DATA ' • • , SUBDIVISION PLAT ' SNOWING
051 LTA (ESKYL,INE CREST 11 OC LTA �I RADIUS �� TANGCNT LCNOTH
1 11'48'07 • 543.53 1 56.18 1111.96
,_------- ------t-----,- --- LOCATED SOUTHWEST OF IVY' •187:45'33 i 37.32 35.69 57.I6
2''*0 57 i 15go.47 3s:44 1 72.87 ALBEMARLE COUNTY, VA. ,
54 23 57 33 257.77 54.70 ; 107.79 FF • F ' • •
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7 15'-OD'00395.00 50.69 100.79 •
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TO Show Additional Drainpipe Eeml r g► w• S. l DMS• a•
9 .270 00'00_-1__50.00 _0.0_0_2_35.62� . ' • ' • • • 1,'+"•�'~ . V CERT. NO.
ID 21"49745 2d9.21 55.77 -I TO-.19 " , •`•► >' • 54.17.3 (a) 655
11 31"30'39 268.58 I 75.77 147.71 nr 54.17 3 (b) 78 e
11T92'39'31 122.22 r128.03 t 197.65 ' WILLIAM SO' R•OUDABUSH, INC. *,, 4`
13 I5'16'I2' 534.21 : 71.61 �2.38_ - ' �'jtb �+ -
._, t.•--- - __ CERTIFIED, ..LAND SURVEYORS LAND
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414)006
[ 4.\°
J -=^ fQ WQ NOTE: HOUSE AND DRAIN FIELD SITES
(G0)'` ARE CONTINGENT ON ALBEMARLE
COUNTY ALLOWING HOUSE AND DRAIN
FIELD TO BE PLACED ON SLOPES THAT
EXCEED 25%.
Scale 1"=100' •- Soil Profile Hole
Potential House, Well and Drain
Field Sites
Lot 4B
Skyline Crest
Albemarle County
Gooch Engineering & Testing, Inc.
1821 Broadway Street
Charlottesville, Virginia 22902