HomeMy WebLinkAbout11-24 Impact Analysis StatementCOMMUNITY IMPACT STATEMENT
Edward P. Browning IV
Route 7 Self-Storage Commercial Development
Engineering Services
Frederick County, Virginia
Prepared for:
Edward P. Browning IV
415 West Cecil Street
Winchester, Virginia 22601
Prepared by:
Potesta & Associates, Inc.
15 South Braddock Street
Winchester, Virginia 22601
Phone: (540) 450-0180 Fax: (540) 450-0182
Project No. 0103-21-0405
January 2025
Community Impact Statement, Edward P. Browning IV, Route 7 Self-Storage (0103-21-0405), January 2025
TABLE OF CONTENTS
BACKGROUND .............................................................................................................................1
A. Suitability of the Site ...........................................................................................................1
B. Surrounding Properties ........................................................................................................1
C. Traffic ..................................................................................................................................2
D. Architectural/Building Materials/Landscaping ...................................................................2
E. Sewage Conveyance and Treatment ....................................................................................2
F. Water Supply .......................................................................................................................2
G. Drainage ...............................................................................................................................2
H. Solid Waste Disposal Facilities ...........................................................................................2
I. Historic Sites and Structures ................................................................................................3
J. Impact on Community Facilities ..........................................................................................3
J1. Educational Facilities and Services .........................................................................3
J2. Police Protection ......................................................................................................3
J3. Fire and Rescue Protection ......................................................................................3
J4. Parks and Recreation................................................................................................3
J5. Solid Waste Disposal ...............................................................................................3
J6. Other Government Activities ...................................................................................3
Community Impact Statement, Edward P. Browning IV, Route 7 Self-Storage (0103-21-0405), January 2025 Page 1
COMMUNITY IMPACT STATEMENT
Edward P. Browning IV
Route 7 Self-Storage Commercial Development
Engineering Services
Frederick County, Virginia
BACKGROUND
The project is located along the south of Virginia Route 7 East (Berryville Pike) approximately
2,000 feet east of the intersection of Greenwood Road and Virginia Route 7 East, east of the City of
Winchester at TM: 55-A-180. The overall parcel is 2.38 acres and is adjacent to Granny’s
Restaurant. Historically, the site has been a vacant, brushed wooded area. Edward P. Browning IV
is proposing to construct a Self-Storage Complex in conjunction with access off of Berryville Pike
crossing Ash Hollow Run, along with accompanying parking and other paved areas on this 2.38-acre
lot. They expect five employees and possibly five customers daily.
Public utilities, water, and sewer services will be provided by Frederick Water. Stormwater
management will be provided for the site through the construction of appropriate stormwater
controls and additional water quality best management practices.
A. Suitability of the Site
The site property is located in a wooded parcel with a natural stream (Ash Hollow Run) that runs
parallel along the northern edge of the property line and the southern edge of Berryville Pike. The
site will be developed for commercial use with a paved curb-and-gutter parking lot and building(s).
The site is currently served by existing utilities such as gas, electric, and water. Sewer service is
available on adjacent properties. The northern portion of the site along Ash Hollow Run is located
within a flood plain (Zone A) according to FEMA FIRM Map # 51069C0240E, effective January 28,
2021. Appropriate engineering controls will be utilized to address potential flood plain concerns and
will follow Corps of Engineers and CLOMA requirements. There are no known prime agricultural
soils on site. There are slopes up to 40 percent on the southern portion of the parcel leading uphill
toward the Pioneer Heights Subdivision. Soil or bedrock conditions which would create
construction difficulties will be appropriately addressed in the proposed site development plans.
B. Surrounding Properties
The adjoining properties are Residential Performance and Rural Area uses. The Red Bud Run
Subdivision is located across Berryville Pike. The Pioneer Heights Subdivision is located
immediately south of the property. The immediate adjacent lot to the east is occupied by Granny’s
Restaurant. The immediate adjacent lots to the west are two additional residential properties.
Community Impact Statement, Edward P. Browning IV, Route 7 Self-Storage (0103-21-0405), January 2025 Page 2
The business assumes minimum employee presence and possibly five customers daily. A majority
of the activity on site will be autonomous self-service with minimal amount of traffic in and out of
the site. The potential for impacts on surrounding properties associated with noise, glare, fumes,
pollution, odors, or other nuisance factors are minimal.
C. Traffic
The project site will require the construction of a new Virginia Department of Transportation
entrance over the existing stream immediately south of Berryville Pike. The estimated vehicle trips
per weekday average is 58.6 trips per day (TPD) per “Mini-Warehouse” #151 of the ITE Trip
Generation Manual, 7th edition.
D. Architectural/Building Materials/Landscaping
• All buildings will be constructed using compatible architectural material and
developed as a cohesive entity to mitigate potential impacts to adjoining residential
uses.
• The developer shall comply with the landscaping requirements of the Frederick
County Code.
E. Sewage Conveyance and Treatment
Sanitary sewer is proposed to be pumped to the existing collection systems within the Pioneer
Heights Subdivision and will be developed to meet current requirements and regulations of Frederick
Water.
F. Water Supply
An existing water line serviced by Frederick Water is located within the boundaries of the parcel.
This water line divides into two separate branches, one of which follows the western property line
starting at the southern edge of Berryville Pike and leads into the Pioneer Heights subdivision. The
other follows the edge of the northern property line and the southern edge of Berryville Pike running
parallel with Berryville Pike.
G. Drainage
The new stormwater management system development will meet the requirements of the current
stormwater regulations.
H. Solid Waste Disposal Facilities
Solid waste for this development will be stored in metal containers for pick up by a local solid waste
collector. It is anticipated that collections will occur weekly.
Community Impact Statement, Edward P. Browning IV, Route 7 Self-Storage (0103-21-0405), January 2025 Page 3
I. Historic Sites and Structures
There are no known historic sites or structures in or around the subject property.
J. Impact on Community Facilities
J1. Educational Facilities and Services
These services are not applicable to this project.
J2. Police Protection
The Frederick County Sheriff’s Department and Winchester Police Department response time, under
ideal conditions, would be less than 15 minutes. The existing service demand for this property is
currently low and is anticipated to remain at this level with the addition of this facility. Natural
terrain will not inhibit response due to the established road network.
J3. Fire and Rescue Protection
The closest fire station and/or rescue squad is Greenwood Volunteer Fire approximately 2.6 miles
from the site, and Winchester Fire and Rescue, approximately 3.5 miles from the site. Response
time for a safety emergency on this property should be less than 10 minutes. The existing service
demand for this property is currently low and is anticipated to remain at this level with the addition
of this facility. Natural terrain will not inhibit response due to the established road network.
J4. Parks and Recreation
These services are not applicable to this project.
J5. Solid Waste Disposal
Solid waste for this development will be stored in metal containers for pick up by a local solid waste
collector. It is anticipated that collections will occur weekly.
J6. Other Government Activities
This project will require normal governmental services during planning and construction phases.