Requested Action of the Board of Supervisors:
No action is
necessary, unless a majority of the Board wishes to consider
this preliminary subdivision application. On May 25, 2006,
the Board of Supervisors unanimously voted to approve the
Chattins Run North Preliminary Plat, subject to the
Final Plat shall be in general conformance with the
Preliminary Plat entitled “Chattins Run North”, dated
Arpil 1, 2006 and received in this office May 2, 2006.
This approval is for a maximum of six (6) single-family
residential lots including the residual non-common open
space lot and cul-de-sac length waiver.
Lot 4 house is located in a swale and in a soils type as
characterized as having an intermittent high water
table. This house shall be relocated and the natural
swale shall be protected.
Jurisdictional Determination by the U.S. Army Corp of
Engineers shall be required with the first submission of
the Final Construction Plan.
proposed entrance is shown as being on an adjacent
parcel. Evidence that the adjacent property owner will
allow the boundary line adjustment (sheet 2) shall be
required prior to Final Construction Plan approval.
appears that a culvert will be required at station
16+50; if this is the case, it shall be required.
intersection of Chattins Run Lane and Maidstone Road
shall meet the County’s IL-1 standard in the Subdivision
Virginia Certified Professional Soil Scientist (CPSS)
(needs to adjust the Type I Soil Map soil lines) or
(needs to adjust the preliminary soil map with
revisions) 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
signature block shall be placed on this plat for the
CPSS to sign which states:
Preliminary Soils Information Provided by the Fauquier
County Soil Scientist Office via a Type I Soil Map
(1"=400') Dated _________________.
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.
final soil map shall be filed in the Building Department
to be used exclusively for obtaining soils information
for this proposed subdivision.
copy 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 contain original CPSS
type of primary and reserve drainfield area shall be
stated for each lot on the Final Construction Plan.
following notes shall be on the Final Construction Plans
under “Home Sites and Road Construction”:
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 15B and 416B 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 needs to 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
Soil mapping units 19F, 20C, 20D, 220B, 220C, 220D,
and 200E are usually shallow to bedrock. The following
statement needs to be placed on the Final Construction
Plan: “The County recommends that before road or home
construction begins in soil mapping units 19F, 20C, 20D,
220B, 220C, 220D, and 200E a site specific evaluation be
conducted so that shallow to bedrock areas are identified.
These areas may require blasting if deep cuts or excavation
Areas of steep slopes should be avoided at all cost
due to high erosion hazard. Proper erosion and
sedimentation practices need to be installed before
construction begins. Soil mapping units 19F, 20D, 131D,
220D, and 220E should be left in their natural state.
Dedication shall be made, twenty-five feet from
centerline along all road frontage of the proposed
16. Indicate on the Final Construction Plan that the
driveway entrances shall be constructed in accordance with
the PE-1 standard in the Road and Bridge Standards.
17. Chattins Run Lane at the intersection of Route 713 shall
be 30 feet wide with 50-foot tapers in accordance with the
Minimum Standards of Entrances to State Highways.