No action is
necessary, unless a majority of the Board wishes to consider
this preliminary subdivision application. On May 25, 2006,
the Planning Commission voted to approve the Dyson
Preliminary Plat provided that some changes be made to the
plan prior to being scheduled for action by the Board of
Supervisors. Since that time, the plan has been resubmitted
showing the requested changes. The Planning Commission
approved the Preliminary Plat subject to the following
The Final Plat shall be in general conformance with
the Preliminary Plat entitled “Margaret L. Dyson Property”
dated September 24, 2004 last revised March 29, 2006, signed
by Marvin Hinchey on April 24, 2006 and received in this
office on April 25, 2006, except as modified by these
conditions. This approval is for a maximum of five (5)
residential lots. The following items shall be addressed on
the Preliminary Plat prior to scheduling for Board of
Dedication of right-of-way shall be required to make
Morrisville Road 25 feet wide from the centerline to the
subdivision property line.
Move note “Basements are not recommended in mapping
units 10B, 13B, 16B, 50C, 413C, 434B, and 434C….” to sheet
All references on the Preliminary Plat to non-common
open space shall be removed. This area shall be noted as
deed restricted from further division.
The area of the residue parcel to be deed restricted
shall be better depicted on the Preliminary Plat; possibly
the addition of cross-hatching would clarify the specific
area that is to be deed restricted.
shall not be placed in swales and shall not be above the
10-year water surface elevation.
submitting the Final Construction Plan, a complete
landscape plan shall be provided pursuant to Article
7-603.2 of the Zoning Ordinance.
The County recommends that no below grade basements
be constructed on soils with high water table due to wetness
unless the foundation drainage system of the structure is
designed by a licensed professional engineer to assure a dry
basement and preclude wet yards and recirculation of pumped
or collected water. Where possible, all exterior foundation
drainage systems shall be designed to gravity daylight
without assistance from mechanical means. All discharged
water (mechanical or gravity) must be conveyed to an
adequate channel. Drainage easements, where necessary,
shall be placed on the Final Plat. A note shall be placed
on the Final Plat stating that “Basements are not
recommended in mapping units 10B, 13B, 16B, 50B, 50C, 413B,
434B, and 434B. Basements in these mapping units are
subject to flooding due to high seasonal water tables. Sump
systems may run continuously, leading to possible premature
A Virginia Certified Professional Soil Scientist (CPSS)
needs to adjust the preliminary soil map onto the Final
Construction Plan. This shall be done in the field and
checked for any additional soils information to be added to
the Final Construction Plan.
A signature block shall be placed on this plat for the CPSS
to sign which states:
Preliminary Soils Information Provided by Frazier
Consultants via a Preliminary Soils Report (1"=100')
This Virginia Certified Professional Soil Scientist has
field reviewed and adjusted the preliminary soil
information onto the final plat (1"=?') and certifies
that this is the Best Available Soils Information to
Date for Lots 1-?.
Va. Certified Professional Soil
Interpretive information from the Type I soil report for
each mapping unit shown on the above Final Construction
Plan shall be placed on the same sheet as the soil map.
Also a Symbols Legend shall be placed on the Final
Construction Plan to identify spot symbols.
This final soil map shall be filed in the Building
Department to be used exclusively for obtaining soils
information for this proposed subdivision.
(2) copies of this final soil map with CPSS signature
shall be submitted to the Soil Scientist Office before
Final Plat approval is made.
final signature sets shall require original CPSS
type of primary and reserve drainfield area shall be
stated for each lot.
number of bedrooms for the proposed houses that will be
served by each drainfield shall be listed on the Final
following statements under Home Sites and Road
Construction shall be placed on the same sheet as
the Final Soils Map:
Due to landscape position (drainageways) and high
seasonal water tables the following statement needs
to be placed on the Final Construction Plan to be
placed in the front office of Community
Development: "The County recommends that no below
grade basements be constructed on soil mapping units
10B, 13B, 16B, 50B, 50C, 413B, 416B, 434B, and 434C
due to wetness unless the foundation drainage system
of the structure is designed by a Virginia Licensed
Professional Engineer. The foundation drainlines
should be daylighted for gravity flow on all
The following statement shall be included on final
soils map and E & S plans: “PRIOR TO FINAL
CONSTRUCTION PLAN APPROVAL, IT SHALL BE AGREED THAT
ALL DRAINFIELD AREAS ARE TO BE SURROUNDED BY SAFETY
FENCING AND NO CONSTRUCTION TRAFFIC SHALL CROSS NOR
SHALL LAND DISTURBANCE OCCUR IN THESE AREAS. THE
FENCING OF THESE AREAS IS TO BE VERIFIED BY COUNTY
STAFF BEFORE THE ISSUANCE OF THE LAND DISTURBING
The following statement shall be placed on the Final
Construction Plan: “Foundations placed in soil mapping
units that show a moderate, high, or very high shrink-swell
potential in the most recent Interpretive Guide to the
Soils of Fauquier County, Virginia will require a
geotechnical evaluation in order to determine proper
All proposed well sites shall be shown on Final
Construction Plan; wells shall not be placed in ground
swales (Fauquier County Code 19-11(b)). The well on Lot 2
shall be relocated.
Trees shall not be located in the shared driveways.
The distance from the centerline of Route 835 to the
existing property line shall be dimensioned.
Driveway culverts shall be a minimum size of 15
inches x 30 feet.
property is on the south side of State Route 835
(Morrisville Road), east side of State Route 632 (Brooks
Store Road), and north of Route 634 (Courtney’s Corner Road)
in the Lee Magisterial District.