HomeMy WebLinkAbout02-25 Impact Analysis StatementSTEPHENSON DEPOT COMMERCIAL
REZONING
IMPACT ANALYSIS STATEMENT
Tax Parcels 44-A-42 and 44-A-43
Stonewall Magisterial District
Frederick County, Virginia
June 30, 2023
Revised February 21, 2025
Current Owner: Croatan Capital II, LLC
Contact Person: Christopher Mohn, AICP
Greenway Engineering, Inc.
151 Windy Hill Lane
Winchester, VA 22602
540-662-4185
Greenway Engineering Stephenson Depot Commercial Rezoning June 30, 2023
Revised December 16, 2024
Revised February 21, 2025
File #4906R – Impact Analysis Statement 2
STEPHENSON DEPOT COMMERCIAL
IMPACT ANALYSIS STATEMENT
INTRODUCTION
This report has been prepared for the purpose of assessing the impact on Fredrick County by
the proffered rezoning of two parcels totaling approximately 5.78± acres to the B2, General
Business District. The subject property includes a 3±-acre parcel owned by Croatan Capital
II, LLC identified as Tax Parcel 44-A-42 and a 2.78±-acre parcel also owned by Croatan
Capital II, LLC identified as Tax Parcel 44-A- 43. The assemblage is adjacent and east of
Martinsburg Pike (U.S. Route 11) and adjacent and north of Old Charles Town Road (VA
Route 761). (Please refer to the attached Location Exhibit)
Site Information:
Location: East side of Martinsburg Pike (U.S. Route 11) and north side of
Old Charles Town Road (VA Route 761)
Magisterial District: Stonewall District
Property ID Numbers: Current Zoning: Current Use: Proposed Zoning:
44-A-42 M1 Vacant B2
44-A-43 B2 Residential B2
Total Rezoning Area:
Proposed Use:
5.78± acres
Community serving retail center.
Greenway Engineering Stephenson Depot Commercial Rezoning June 30, 2023
Revised December 16, 2024
Revised February 21, 2025
File #4906R – Impact Analysis Statement 3
COMPREHENSIVE POLICY PLAN
Comprehensive Plan Conformity
The combined 5.78± acre site is located wholly within the boundaries of the Northeast Land
Use Plan (NELUP). The recent update to the NELUP, adopted by the Board of Supervisors
on September 27, 2023, designates the future land use of the site as Business, and is subject
to the policy text applicable to the Interstate and Martinsburg Pike Commercial and Industrial
Areas. This text specifies that business uses planned west of the railroad corridor in the area
between Old Charles Town Road and Stephenson Road, which includes the subject acreage,
are intended to be neighborhood or community scale for use by nearby residents of Snowden
Bridge and the Stephenson Rural Community Center. The proposed commercial rezoning is
therefore consistent with the totality of policies guiding future development within this area
of the County.
Sewer and Water Service Area
The Sewer and Water Service Area (SWSA) is generally aligned with the UDA but also
extends outside of the UDA to accommodate areas of the County in which only commercial
and industrial development is desired, as is the case for most of the Martinsburg Pike (U.S.
Route 11) corridor. The entirety of the 5.78±-acre subject property is located within the
SWSA.
SUITABILITY OF THE SITE
Floodplains
The 5.78± acre site is located on FEMA NFIP Map #510063-0105 B. This map designates
the site as Category C – Area of Minimal Flooding. The FEMA NFIP map identifies the
nearest areas of floodplain located on the south side of Old Charles Town Road (Route 761),
which are associated with Hiatt Run; therefore, the subject property is not impacted by
floodplain area. (Please refer to the attached Environmental Features Map Exhibit)
Wetlands
The 5.78± acre site does not contain wetland areas as demonstrated on the National Wetlands
Inventory (NWI) Map and per the Frederick County GIS Database. No evidence of wetland
features or vegetation is present on the property; therefore, the subject site is not impacted by
wetland areas. (Please refer to the attached Environmental Features Map Exhibit)
Steep Slopes
The 5.78± acre site is predominately level with slopes ranging from 2 to 7 percent; therefore,
the subject property is not impacted by areas of steep slopes. (Please refer to the attached
Environmental Features Map Exhibit)
Greenway Engineering Stephenson Depot Commercial Rezoning June 30, 2023
Revised December 16, 2024
Revised February 21, 2025
File #4906R – Impact Analysis Statement 4
Soil Types
The Soil Survey of Frederick County, published by the USDA Soil Conservation Service,
was consulted to determine soil types contained on the 5.78± acre site. The subject property
contains the following soil types:
16B - Frederick-Poplimento loams, very rocky, 2-7% slopes: this soil type is limited to the
southeast corner of the 8.75± acre site, has high shrink-swell potential, and often contains
rock outcrops.
39B – Swimley silt loam, 2-7% slopes: this soil type comprises most of the 8.75± acre site,
has moderate shrink-swell potential, and is generally suitable for development. The
characteristics of this soil type are like those found on developed properties north of the
subject site.
These soil types can be effectively managed through engineering design and do not pose any
constraints for site development.
Other Environmental Features
The 5.78± acre subject property does not contain areas of lakes, ponds or natural storm water
retention areas as defined by the Frederick County Zoning Ordinance. There are no
environmental features present that create development constraints for the proposed
commercial land use on this site.
SURROUNDING PROPERTIES
Adjoining property zoning and present use:
North: RA, Rural Areas District Use: Vacant
South: RA, Rural Areas District Use: Vacant, Preserved Battlefield
East: M-1, Light Industrial District Use: Vacant
West: RA, Rural Areas District Use: Heavy Commercial
B2, Business General District Use: Residential
TRANSPORTATION
The 5.78± acre subject site has approximately 390’ of frontage along Martinsburg Pike (U.S.
Route 11) and approximately 880’ of frontage along Old Charles Town Road (VA Route
761). A Traffic Impact Analysis (TIA) has been prepared for the rezoning application by
Gorove Slade dated June 30, 2023. The TIA modeling assumes commercial entrances on
both Martinsburg Pike and Old Charles Town Road. The TIA provides information
Greenway Engineering Stephenson Depot Commercial Rezoning June 30, 2023
Revised December 16, 2024
Revised February 21, 2025
File #4906R – Impact Analysis Statement 5
pertaining to existing lane geometry and levels of service at the intersections, accounts for
background traffic associated with other planned projects, includes an average annual traffic
increase on Martinsburg Pike and Old Charles Town Road, and accounts for a grocery-
anchored commercial development on the 5.78± acre site consisting of the grocery store and
its accessory components. The TIA assumes conversion of the existing temporary traffic
signal at the intersection of Martinsburg Pike and Old Charles Town Road to a roundabout,
which is identified as a funded project on VDOT’s Six-Year Road Improvement Program.
The TIA utilizes traffic volumes from the 11h Edition of the Institute of Traffic Engineers
(ITE) Trip Generation Report for this site along with a regional growth rate of four percent
(4%) for Martinsburg Pike south of Old Charles Town Road, two percent (2%) for
Martinsburg Pike north of Old Charles Town Road, and four percent (4%) for Old Charles
Town Road compounded annually to calculate the 2027 build out conditions. The TIA
further indicates that the 5.78± acre site will generate 4,798 vehicle trips per day at total build
out in addition to the background traffic volumes. The TIA demonstrates that the
intersection of Martinsburg Pike and Old Charles Town Road in the funded roundabout
configuration will operate at an acceptable level of service at project build-out, both overall
and at AM and PM Peak Hour.
The Applicant has considered the impacts associated with the rezoning of the 5.78± acre site
as demonstrated by the June 30, 2023 TIA. The Applicant has prepared a proffer statement
that is intended to address these impacts, as well as assist with impacts created by
background development projects. The proffer statement provides for the establishment of a
full movement entrance on Old Charles Town Road and a right-in/right-out entrance on
Martinsburg Pike; the construction of a right-turn lane and a taper on the northbound
approach to the Martinsburg Pike entrance; construction of a left turn lane on the eastbound
approach to the Old Charles Town Road entrance; construction of a right-turn lane and a
taper on the westbound approach to the Old Charles Town Road entrance; the provision of an
inter-parcel parking lot access drive to support ingress and egress to adjoining parcels; and a
monetary contribution for future improvements to the Martinsburg Pike Corridor, to include
those associated with the realignment of Hopewell Road and Brucetown Road (Route 672)
that can be utilized as matching funds by the County. The Applicants’ proffer statement
commits to the implementation of these improvements prior to issuance of the first certificate
of occupancy for the 5.78± acre site; therefore, this proposal mitigates transportation impacts
associated with this request and assists in the mitigation of transportation impacts created
primarily by background traffic generation along the Martinsburg Pike corridor.
SEWAGE CONVEYANCE AND TREATMENT
As previously stated, the subject property is located wholly within the Sewer and Water
Service Area (SWSA) and is therefore entitled to be served by public sewer based on County
Policy. Frederick Water is the provider of public sewer service within this area of the
County. Sewage flow generated by commercial development of the 5.78± acre site is
projected to total 9,217 gallons per day. The Applicant will extend all sewer infrastructure
required to serve the site.
Greenway Engineering Stephenson Depot Commercial Rezoning June 30, 2023
Revised December 16, 2024
Revised February 21, 2025
File #4906R – Impact Analysis Statement 6
WATER SUPPLY
As previously stated, the subject property is located wholly within the Sewer and Water
Service Area (SWSA) and is therefore entitled to be served by public water based on County
Policy. Frederick Water is the provider of public water service within this area of the
County. Water demand generated by commercial development of the 5.78± acre site is
projected to total 9,217 gallons per day. The Applicant will extend all sewer infrastructure
required to serve the site.
SITE DRAINAGE
Topographic relief on subject parcels slopes from east to west towards the intersection of
Martinsburg Pike (US Route 11) and Old Charles Town Road (Route 761). A complete
stormwater management plan will be designed at the time of final engineering design. All
associated stormwater quantity and quality measures will be designed in conformance with
all applicable state and local regulations; therefore, site drainage and stormwater
management impacts to adjoining properties and the community will be mitigated.
HISTORICAL SITES AND STRUCTURES
The 5.78± acre site does not contain structures deemed to be historically significant, nor are
there potentially significant structures adjacent to the subject property. The Frederick
County Rural Landmarks Survey identifies Kenilworth (#34-113) approximately ¾ mile
north of the subject property and Woodburn (#34-102) approximately ½ mile southwest of
the subject property. Neither of these structures are visible from the subject property;
therefore, the development of this property will not adversely impact these structures or their
viewsheds.
The entire 5.78± acre subject property is located within the identified core battlefield area of
Second Winchester-Stephenson’s Depot. The National Park Service Study of Civil War
Sites in the Shenandoah Valley identifies this portion of the core battlefield area as “retained
integrity”; however, it should be noted that there are two residences that have been developed
on the subject property. The Applicant has prepared a proffer statement that includes a
section entitled Site Design Controls to mitigate potential impacts to the Second Winchester-
Stephenson’s Depot viewshed on the south side of Old Charles Town Road (Route 761).
This section of the proffer statement commits future development to reduced permitted
structural heights and outdoor lighting fixtures; screening of roof-mounted mechanical
equipment; and the reduction of permitted sign height and sign size. Additionally, the proffer
statement commits to the placement of an information kiosk within a battlefield interpretive
plaza that will provide historic information as deemed appropriate by the County’s Historic
Resources Advisory Board (HRAB). Therefore, the Applicants’ proffer statement provides
measures to both promote opportunities for historic interpretation and mitigate viewshed
impacts to the preserved portion of the core battlefield area.
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