No action is
necessary, unless a majority of the Board wishes to consider
this preliminary subdivision application. On September 28,
2006, the Planning Commission voted unanimously to approve
the Misty Run Preliminary Plat, subject to the following
1. The Final Plat shall
be in general conformance with the preliminary subdivision
plat entitled "Preliminary Plat, Phase 3, Misty Run Estates"
dated April 17, 2003, and last revised August 19, 2003.
2. Prior to Final Plat and
Construction Plan approval, the applicant shall submit a
detailed landscape plan as required pursuant to Section
7-600 of the Zoning Ordinance.
In accord with Section 6-102 24 C. 1. the 100-year
flood pool and spillway for ponds shall be located not less
than 50 feet from an adjacent property unless written
consent of the owner is provided.
Section 2-309(3) requires that “in cases where open
space requirements exceed five (5) acres, a minimum of three
(3) acres will be so located and shall have dimensions and
topography as to be open space useable for active
recreation”. This condition must be met with the Final
Construction Plan and Final Plat.
Natural drainage swales are to be protected to the
maximum extent possible. The swales across Lots 4 and 5
shall be protected. No house shall be built within the
10-year water surface areas.
Lot 1 may use the existing driveway access. Lots 2,
3, 4, and 5 shall be accessed from within the development,
via the proposed alley. The alley shall be designed and
constructed as provided in Subdivision Ordinance Section
5-10; however, the alley may dead end.
8. Verification of adequate fire flow and hydrant coverage
shall be provided prior to approval of the Final
9. The toe of slope on the embankment or associate
disturbed area of the SWM/BMP shall be at least twenty-five
(25) feet from the property line.
10. Driveway culverts and all other pipes shall be shown on the Final
Plan and shall be sized for the ten (10) year storm.
11. Prior to Final Construction Plan approval, as-builts of the
SWM/BMP ponds shall be provided along with routings of these
facilities to assure that they are functioning as designed
and will meet the minimum requirements of the SWM/BMP
12. Ponds and dams shall be inspected by an engineer and their
structural stability shall be certified prior to approval of
the Final Construction Plan.
13. A Virginia Certified Professional Soil Scientist (CPSS) shall
adjust the Type I Soil Map soil lines onto the final working
plat. This shall be done in the field and checked for any
additional soil information to be added to the final scale
plat map on sheet 4 of 5.
14. A signature block shall be placed on the Final Plat for the CPSS
to sign which
Preliminary Soils Information Provided by the Fauquier
County Soil Scientist Office via a Type I Soil Map
(1"=400') Dated November 7, 2002.
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 2 and 3.
Va. Certified Professional Soil
The following statements shall be placed on the Final
"The County recommends that no below grade basements
be constructed on soil mapping unit 16B
due to wetness unless the foundation drainage system of the
structure is designed by a Virginia Licensed Professional
"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 geotechnical evaluation in
order to determine proper design."
Once drainfield areas are identified and approved by
the Health Department, the following statement shall be
placed on the final drainfield plat:
"Before a home is started, the builder shall mark the
drainfield area off and not disturb it during construction."
The drainfield and well types shall be stated on the
Final Construction Plan.
All easements, including the fiber-optic cable
easement, shall be shown on the Final Construction Plan.
All driveway entrances shall be sited and constructed
in accordance with VDOT regulations and design standards.
Calculations demonstrating adequate channel
downstream of the culvert shall be required prior to Final
Construction Plan approval.
At a minimum, Phase III Homeowners Association will
be responsible for the maintenance of the SWM/BMP pond
located on the open space parcel. The deed of subdivision
and homeowner’s association documents will clearly identify