PC 09-20-23 Meeting Agenda1.Call to Order
2.Adoption of Agenda – Pursuant to established procedures, the Planning Commission
should adopt the Agenda for the meeting.
3.Meeting Minutes
3.A.July 19, 2023 Meeting Minutes
3.B.August 16, 2023 Meeting Minutes
4.Committee Reports
5.Citizen Comments
6.Public Hearings
6.A.Rezoning #03-23 of O-N Minerals (Chemstone) d/b/a Carmeuse Americas
- (Mr. Bishop) - Item has been postponed until October 4th
Submitted to rezone 391.87 +/- acres from RA (Rural Areas) District to EM (Extractive
Manufacturing) District with proffers. The properties are located east of the Winchester
& Western Railroad, north of Brucetown Road (Route 672) and Turkey Run, and south
of Woodbine Road (Route 669) and are identified by Property Identification Numbers
(PINs): 34-A-8A (portion), 34-A-129E (portion), 34-A-10, 34-A-10A, 34-A-10B, 34-A-
10D, 34-A-10E, 34-A-10F1, 34-8-1-1, 34-8-1-2, 34-8-1-3, 34-8-1-4, 34-8-1-5, 34-8-1-6,
34-8-1-7, 34-8-1-8, 34-8-1-9, 34-8-1-17, 34-1-A, 34-A-7, 34-A-129, and 34-A-129G in
the Stonewall Magisterial District.
This item has been postponed until the October 4th Planning Commission
meeting.
AGENDA
PLANNING COMMISSION
WEDNESDAY, SEPTEMBER 20, 2023
7:00 PM
THE BOARD ROOM
FREDERICK COUNTY ADMINISTRATION BUILDING
WINCHESTER, VIRGINIA
PC09-20-23MinutesJuly19.pdf
PC09-20-23MinutesAugust16.pdf
1
6.B.Conditional Use Permit #05-23 for GT Archery, LLC - (Mrs. Feltner)
Submitted for a commercial indoor and outdoor archery range. The property is located
at 3641 Green Spring Road, Winchester, Virginia and is identified with Property
Identification Number 13-3-16 in the Gainesboro Magisterial District.
7.Other
7.A.Current Planning Applications
8.Adjourn
PC09-20-23REZ03-23_Redacted.pdf
PC09-20-23CUP05-23_Redacted.pdf
2
Planning Commission
Agenda Item Detail
Meeting Date: September 20, 2023
Agenda Section: Meeting Minutes
Title: July 19, 2023 Meeting Minutes
Attachments:
PC09-20-23MinutesJuly19.pdf
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Frederick County Planning Commission Page 4044
Minutes of July 19, 2023
MEETING MINUTES
OF THE
FREDERICK COUNTY PLANNING COMMISSION
Held in the Board Room of the Frederick County Administration Building at 107 North Kent Street in
Winchester, Virginia on July 19, 2023.
PRESENT: John F. Jewell, Chairman; Roger L. Thomas, Vice Chairman/Opequon District; Robert S.
Molden, Opequon District; William A. Orndoff, Stonewall District; H. Paige Manuel, Shawnee District;
Elizabeth D. Kozel, Shawnee District; Jason Aikens, Gainesboro District; Betsy Brumback, Back Creek
District; Mollie Brannon, Back Creek District; Charles Markert, Red Bud District; Tim Stowe, Red Bud
District; Roderick B. Williams, County Attorney.
ABSENT: Charles E. Triplett, Gainesboro District; Justin Kerns, Stonewall District.
STAFF PRESENT: Wyatt G. Pearson, Director; Shannon L. Conner, Administrative Assistant.
CALL TO ORDER
Chairman Jewell called the July 19, 2023 meeting of the Frederick County Planning
Commission to order at 7:00 p.m. Chairman Jewell commenced the meeting by inviting everyone to join in
a moment of silence.
Upon a motion made by Commissioner Orndoff and seconded by Commissioner Manuel
to allow electronic participation by Elizabeth D. Kozel, Shawnee District (Jupiter, FL with daughter for
medical purposes) and Roger L. Thomas, Vice Chairman/Opequon District (Lake Placid, NY).
ADOPTION OF AGENDA
Upon a motion made by Commissioner Manuel and seconded by Commissioner Orndoff
the Planning Commission unanimously adopted the agenda for this evening’s meeting.
MINUTES
Upon motion made by Commissioner Manuel and seconded by Commissioner Orndoff,
the Planning Commission unanimously adopted the minutes from the April 19, 2023 meeting.
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Frederick County Planning Commission Page 4045
Minutes of July 19, 2023
COMMITTEES
Board of Supervisors – Mtg. 07/12/23
Supervisor Lockridge, Board of Supervisor Liaison, reported the Fruit Hill has been
postponed until the August 9, 2023 meeting.
------------
CITIZEN COMMENTS
Chairman Jewell called for citizen comments on any subject not currently on the Planning
Commission’s agenda or any item that is solely a discussion item for the Commission. No one came
forward to speak and Chairman Jewell closed the public comments portion of the meeting.
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PUBLIC HEARING
Comprehensive Plan Amendment, Northeast Land Use Plan (NELUP)
Action – Recommend Approval
Commissioner Stowe would abstain from all discussion on this item for a possible conflict
of interest.
Wyatt G. Pearson, Director, reported the Northeast Land Use Plan (NELUP) study area
consists of 21,000 acres which are generally located North of Berryville Pike (Route 7) and the limits of
the City of Winchester, West of the Opequon Creek at the County boundary with Clarke County, South of
the West Virginia State line and East of Apple Pie Ridge Road. Two scenarios are presented for Public
Hearing. He continued, generally speaking, the areas East and West of I-81 in the vicinity of Exit 323 are
represented in Scenario A as future mixed use industrial/office uses, whereas Scenario B proposes future
extractive mining and industrial uses for the area in question. Mr. Pearson noted, the current adopted
version of the NELUP was approved by the Board of Supervisors in 2011, with property specific
amendments in 2014 and 2015. Mr. Pearson explained, the study area consists of nearly 21,000 acres
historically planned for significant future commercial and industrial land uses; East and West of areas
identified for future development are large intact rural areas, as well as hist oric and natural resources. He
commented, there are two Rural Community Centers (Brucetown/Clearbrook and Stephenson) and the
Snowden Bridge Planned Unit Development.
Mr. Pearson presented a path of where this item has been; November 2021 a Citizen
Workgroup; July 2022 Comprehensive Plans and Programs Committee (CPPC); August 2022 Planning
Commission work session; October 2022 Public Information Sessions and Surveying; December 2022 –
March 2023 Planning Commission and CPPC discussions; April – May 2023 Board of Supervisor
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Frederick County Planning Commission Page 4046
Minutes of July 19, 2023
discussion and authorization for a Public Hearing; May – June 2023 Agency comments; June – July 2023
Public Hearing at the Planning Commission and Board of Supervisors meetings. Mr. Pearson shared the
Public Outreach and information:
• Means and Methods
o Roadside signs at schools, park, and convenience site
o 3,859 direct mailers to NELUP residents
• Resulting in
o 2,295 unique webpage visits
o 223 online survey responses
o 110+ people at both public information sessions
Mr. Pearson shared the potential transportation network for Scenario B; the split
interchange for Scenario A and B; the comments from Frederick Water; and Frederick County Public
Schools who had nothing to incorporate. Mr. Pearson concluded, at the Board of Supervisors May 24th,
2023 meeting, two versions of the Northeast Land Use Plan update were authorized for public hearing.
Scenario A most closely resembles the plan presented to the Planning Commission on December 7th, 2022.
Scenario B is identical to the plan recommended by the Planning Commission on March 1st, 2023. Staff is
seeking a recommendation from the Planning Commission to the Board of Supervisors as to which scenario
of the NELUP is most appropriate.
Chairman Jewell called for anyone who wished to speak regarding this Public Hearing to
come forward at this time. The speakers were as follows:
Gene Stevens spoke in favor of Scenario A; Ellen Fletcher commented her water supply
has drastically changed; Amy Roach commented on the adverse effects on their water and the damage the
blasting is causing to nearby homes; Tina Bragg shared she has lived behind the quarry for 34 years and
they now have grit in their water and are having trouble with their well; Charlie Burner stated he has water
issues and cracks in his foundation; Andrea Berkenkemper commented the negative environmental impacts
are significant; Brenda Fristoe, Arthur Bragg, Justin Platt, and James Davis supported Scenario A. Randy
Minchew spoke on behave of Carmeuse and is in favor of Scenario B.
No one else came forward to speak and Chairman Jewell closed the public comment
portion of the hearing.
Commissioner Thomas commented if we do Scenario A, which is increased industrial,
office, and manufacturing development there are going to be a lot more trucks and heavy traffic through
that area. He continued, extractive mining in the near term requires very little additional funding from
Frederick County and he noted the NELUP will be revised again in 10 to 15 years. Commissioner Thomas
continued, right now Scenario B can be supported because we are not talking about additional mining; we
are talking about the same level of mining moving to a different location and the Northeast Land Use Plan
does not give Carmeuse the authority to go out there and start mining tomorrow.
Commissioner Aikens referenced the amount of time that has been spent on this and he is
in favor of Scenario B. Commissioner Manuel supported Scenario B. Commissioner Brannon asked if the
land could be reclaimed. Mr. Pearson commented upon rezoning of the property reclamation falls to State
code and the County cannot be any more strictive that the State. Commissioner Aikens asked if a proffer
could offer reclamation. Mr. Pearson noted, a proffer could address reclamation. Commissioner Brumback
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Frederick County Planning Commission Page 4047
Minutes of July 19, 2023
referenced the Comprehensive Plan for this area and a citizen group was developed to research; she feels
the need to listen to the people regarding the Comprehensive Plan and she supports Scenario A.
Commissioners Markert and Molden supported Scenario B.
Commissioner Orndorff shared the NELUP work group worked on this for 6 months and
he feels Scenario A would benefit the citizens of the County best; he noted Staff recommends Scenario A.
Commissioner Kozel views the Comprehensive Plan as long term, and she supports Scenario A.
Upon a motion made by Commissioner Orndorff and seconded by Commissioner
Brumback to recommend Scenario A
YES: Orndoff, Brumback, Kozel
NO: Brannon, Markert, Molden, Thomas, Jewell, Manuel, Aikens
ABSTAIN: Stowe
Upon a motion made by Commissioner Aikens and seconded by Commissioner Markert to
recommend Scenario B
BE IT RESOLVED, the Frederick County Planning Commission does recommend approval of Scenario B
for the Comprehensive Plan Amendment, Northeast Land Use Plan (NELUP)
YES: Brannon, Markert, Molden, Thomas, Jewell, Manuel, Aikens
NO: Orndoff, Brumback, Kozel
ABSTAIN: Stowe
(Note: Commissioner Triplett and Commissioner Kerns were absent from the meeting).
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OTHER
Wyatt G. Pearson, Director, reported there will be no August 2, 2023 meeting.
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ADJOURNMENT
No further business remained to be discussed and a motion was made by Commissioner
Aikens to adjourn the meeting. This motion was seconded by Commissioner Orndoff and unanimously
passed. The meeting was adjourned at 8:25 p.m.
Respectfully submitted,
____________________________
John F. Jewell, Chairman
___________________________
Wyatt G. Pearson, Secretary
7
Planning Commission
Agenda Item Detail
Meeting Date: September 20, 2023
Agenda Section: Meeting Minutes
Title: August 16, 2023 Meeting Minutes
Attachments:
PC09-20-23MinutesAugust16.pdf
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Frederick County Planning Commission Page 4048
Minutes of August 16, 2023
MEETING MINUTES
OF THE
FREDERICK COUNTY PLANNING COMMISSION
Held in the Board Room of the Frederick County Administration Building at 107 North Kent Street in
Winchester, Virginia on August 16, 2023.
PRESENT: John F. Jewell, Chairman; Roger L. Thomas, Vice Chairman/Opequon District; Robert S.
Molden, Opequon District; William A. Orndoff, Stonewall District; Justin Kerns, Stonewall District; H.
Paige Manuel, Shawnee District; Charles E. Triplett, Gainesboro District; Jason Aikens, Gainesboro
District; Betsy Brumback, Back Creek District; Charles Markert, Red Bud District; Tim Stowe, Red Bud
District; Roderick B. Williams, County Attorney.
ABSENT: Mollie Brannon, Back Creek District; Elizabeth D. Kozel, Shawnee District.
STAFF PRESENT: Wyatt G. Pearson, Director; John A. Bishop, Assistant Director; Amy Feltner, Planner
I; Shannon L. Conner, Administrative Assistant.
CALL TO ORDER
Chairman Jewell called the August 16, 2023 meeting of the Frederick County Planning
Commission to order at 7:00 p.m. Chairman Jewell commenced the meeting by inviting everyone to join in
a moment of silence.
ADOPTION OF AGENDA
Upon a motion made by Commissioner Kerns and seconded by Commissioner Orndoff,
the Planning Commission unanimously adopted the agenda for this evening’s meeting with the removal of
Item 6.A. (CUP #06-23) and Item 6.B. (CUP #07-23).
MINUTES
Upon motion made by Commissioner Manuel and seconded by Commissioner Orndoff,
the Planning Commission unanimously adopted the minutes from the May 17, 2023 meeting.
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Frederick County Planning Commission Page 4049
Minutes of August 16, 2023
COMMITTEES
Frederick Water – Mtg. 08/15/23
Chairman Jewell reported the Board authorized Chairman Oates to execute an agreement
with Madison Village pertaining to the timing of payment of the availability fees for the project’s Phase 3
and to execute and agreement with Carmeuse which will facilitate the construction, long-term maintenance,
and shared costs of a raw water pump station and pipeline that will convey raw water from pits 1 and 2 and
the Whetzel and Plant site wells to the new East pit. He shared the operations report for July.
City of Winchester – Mtg. 08/15/23
Commissioner Dick, Winchester City Planning Commission Liaison, reported the
Commission discussed and approved and rezoning on York Avenue.
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CITIZEN COMMENTS
Chairman Jewell called for citizen comments on any subject not currently on the Planning
Commission’s agenda or any item that is solely a discussion item for the Commission. No one came forward
to speak and Chairman Jewell closed the public comments portion of the meeting.
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PUBLIC HEARING
Rezoning #02-23 for Global Headquarters, LLC (Bowman Trucking) submitted to rezone +/- 1.86-
acres from the M2 (Industrial General) District to the B2 (General Business) District with proffers
and +/- 0.29-acres from the B2 (General Business) District to the B2 (General Business) District with
proffers for a total of 2.15-acres. The property is located at 436 Fairfax Pike, Stephens City, Virginia
and is identified by Property Identification Number (PIN) 86-A-82 in the Opequon Magisterial
District.
Action – Recommend Approval
John A. Bishop, Assistant Director reported, this is a request to rezone +/- 1.86-acres from
M2 (Industrial General) District to B2 (General Business) District with proffers and +/- 0.29-acres from B2
(General Business) District to B2 (General Business) District with proffers. The property is located just east
of Double Church Road intersection on the south side of Route 277 (Fairfax Pike) and next door to the
Dollar Tree. He share a location map of the property and a zoning map.
Mr. Bishop shared the proffers for this application; restrict direct access to Fairfax Pike
and will gain access to the property from an inter-parcel connection; Dedication of additional right-of-way
along Route 277 as necessary to construct road frontage improvements for the full access entrance to parcel
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Frederick County Planning Commission Page 4050
Minutes of August 16, 2023
86-A-81; and $.10 per square foot for fire and rescue purposes. He presented a GDP provided by the
Applicant. Mr. Bishop concluded; agency comments appear to have been addressed with the exception of
where Staff has noted the need for greater clarity in the proffers related to future Route 277 widening needs.
Commissioner Orndorff commented on Google Maps it shows a structure on the property.
Mr. Bishop stated that has since been demolished. David Frank of Pennoni Associates, representing the
Applicant came forward to address any questions. Commissioner Stowe commented in the impact study it
mentions sewer conveyance and water supply, and what is being proposed is not going to increase the
demand for services per the study, yet Frederick Water is asking for a pump station to be rebuilt. Mr. Frank
explained this rezoning application was originally intended to be submitted about two years ago and there
are a lot of improvements going on with the development right now on the parcels to the East of this property
known as Fairfax Downs. He continued, the commercial and residential going on with that project requires
the upgrade of the existing facilities located at Sherando High School; Frederick Water ’s comments are
stating until that pump station is upgraded and all that is in place, then this can move forward with the
development. Commissioner Thomas asked if the Applicant agrees with the proposal of changing the
language in the proffers per the conversation with Mr. Bishop regarding the widening of Route 277. Mr.
Frank stated yes, they will clarify the GDP and the proffers to be m ore specific; a 60 ft right-of-way from
the center line of the existing route 277 will be implemented.
Commissioner Kerns asked if this is the final piece of the puzzle for the Sherando Town
Center. Mr. Frank commented that this is the last piece of the puzzle owned by Global Headquarters.
Commissioner Triplett asked if this affects any of the nearby houses. Mr. Frank responded no, the property
and surrounding area is vacant land at this time.
Chairman Jewell called for anyone who wished to speak regarding this Public Hearing to
come forward at this time.
Ronald Allen, who lives directly across the road from the property is concerned with the
widening of Route 277; he asked if this would affect the houses along there or on the north side. Mr. Frank
explained the road improvements that are happening right now are all taking place on the east bound side
and south side of the center line. Mr. Bishop shared; the widening of Route 277 is part of the
Comprehensive Plan; it cannot be guaranteed not to affect the properties however this Application will not
affect those houses.
No one else came forward to speak and Chairman Jewell closed the public comment
portion of the hearing.
Upon a motion made by Commissioner Thomas and seconded by Commissioner Stowe
BE IT RESOLVED, the Frederick County Planning Commission does unanimously recommend approval
of Rezoning #02-23 for Global Headquarters, LLC (Bowman Trucking) submitted to rezone +/- 1.86-acres
from the M2 (Industrial General) District to the B2 (General Business) District with proffers and +/- 0.29-
acres from the B2 (General Business) District to the B2 (General Business) District with proffers for a total
of 2.15-acres. The property is located at 436 Fairfax Pike, Stephens City, Virginia and is identified by
Property Identification Number (PIN) 86-A-82 in the Opequon Magisterial District.
(Note: Commissioner Brannon and Commissioner Kozel were absent from the meeting).
11
Frederick County Planning Commission Page 4051
Minutes of August 16, 2023
Conditional Use Permit #04-23 for Lee Ebert, LLC (Lee Ebert) submitted to construct a tractor truck
and tractor truck trailer parking facility. The property is located at 230 Ebert Road, Winchester,
Virginia and is identified with Property Identification Number (PIN) 44-A-6A in the Stonewall
Magisterial District.
Action – Recommend Approval
Amy Feltner, Planner I, reported this is a request for a Conditional Use Permit for a tractor
truck and trailer truck parking; the subject property is located on Ebert Road in the Stonewall Magisterial
District. She shared a location map or the property. Mrs. Feltner continued, tractor truck and trailer truck
parting is only permitted as a Conditional Use in the M2 District; the property is zoned M2 (General
Industrial) District and the currently land use is vacant. She noted, the surrounding properties are zoned
M2 and utilized for industrial purposes. She shared the Supplementary Use Regulations §165-204.24:
A. All areas utilized for the parking of tractor trucks and the storage of trailers shall
utilize a gravel or paved surface.
B. All paved and gravel surfaces shall be properly maintained to ensure that dirt, mud,
gravel, or the like is not distributed onto roadways.
C. No inoperable tractor trucks or damaged/salvage trailers, or unlicensed trailers
shall be parked or stores on the site.
D. Fuels sales shall not be permitted.
E. Maintenance of trucks and trailers shall not be permitted.
F. Facilities shall be required to landscape the yard area within the front setback to
provide for a double row of evergreen trees that are staggered and planted a
maximum of 12 feet on center. The side and rear yards shall be planted with a
single row of evergreen trees that are planted a maximum of 40 feet on center. All
trees shall be a minimum of 4 feet in height at the time of planting. The Board of
Supervisors may allow for alternative landscaping based on topography and/or
adjacent land uses.
G. A site plan in accordance with the requirements of Article VIII shall be submitted
to and approved by Frederick County.
Mrs. Feltner concluded, should the Planning Commissioner find this use appropriate, Staff
would recommend the following conditions to be placed on the CUP:
1. All review agency comments and requirements shall be complied with at all times.
2. A site plan shall be submitted and approved by Frederick County prior to the
establishment of this use on these properties.
3. The site plan shall meet the requirements of the Frederick County Zoning
Ordinance Section §165-204.24 Tractor Truck and Tractor Truck Trailer Parking.
4. Any expansion or change of use will require a new CUP.
Commissioner Stowe asked if this was based off a complaint or voluntary. Mrs. Feltner
stated it is an active violation and this is a chance for the Applicant to come into compliance. Commissioner
Brumback asked if this is currently being used for trailer truck parking. Mrs. Feltner responded it is
currently vacant and this CUP will allow the Applicant to come into compliance. Commissioner Orndorff
requested clarification on the property being vacant. Mrs. Feltner stated there are not any structures on the
property at this time.
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Frederick County Planning Commission Page 4052
Minutes of August 16, 2023
Chairman Jewell called for anyone who wished to speak regarding this Public Hearing to
come forward at this time. No one came forward to speak and Chairman Jewell closed the public comment
portion of the hearing.
Upon a motion made by Commissioner Kerns and seconded by Commissioner Orndorff
BE IT RESOLVED, the Frederick County Planning Commission does unanimously recommend approval
of Conditional Use Permit #04-23 for Lee Ebert, LLC (Lee Ebert) submitted to construct a tractor truck and
tractor truck trailer parking facility. The property is located at 230 Ebert Road, Winchester, Virginia and
is identified with Property Identification Number (PIN) 44-A-6A in the Stonewall Magisterial District.
(Note: Commissioner Brannon and Commissioner Kozel were absent from the meeting).
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OTHER
Wyatt G. Pearson, Director, reported at the next Transportation Committee meeting there
will be a presentation on Smart-Scale process, and he urged everyone to attend. He concluded, the
department has received a site plan for HP Hood 25,000 SF expansion and have received an application for
a WaWa convenience store at Prince Frederick and Route 50.
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ADJOURNMENT
No further business remained to be discussed and a motion was made by Commissioner
Orndorff to adjourn the meeting. This motion was seconded by Commissioner Kerns and unanimously
passed. The meeting was adjourned at 7:25 p.m.
Respectfully submitted,
____________________________
John F. Jewell, Chairman
___________________________
Wyatt G. Pearson, Secretary
13
Planning Commission
Agenda Item Detail
Meeting Date: September 20, 2023
Agenda Section: Public Hearings
Title: Rezoning #03-23 of O-N Minerals (Chemstone) d/b/a Carmeuse Americas - (Mr.
Bishop) - Item has been postponed until October 4th
Attachments:
PC09-20-23REZ03-23_Redacted.pdf
14
REZONING APPLICATION #03-23
O-N MINERAL (CHEMSTONE) dba CARMEUSE AMERICAS
Staff Report for the Planning Commission
Prepared: September 12, 2023
Staff Contacts: John Bishop, AICP, Assistant Planning Director
Reviewed Action
Planning Commission: 09/20/23 Pending
Board of Supervisors: TBD Pending
EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 09/20/23 PLANNING
COMMISSION MEETING:
This is a rezoning application #03-23 of O-N Mineral (Chemstone) dba Carmeuse Americas submitted to rezone +/-
391.87 acres from the RA (Rural Areas) District to the EM (Extractive Manufacturing) District with proffers.
As proposed the requested rezoning proposal is not in compliance with the Comprehensive Plan as well as the
Northeast Land Use Plan (NELUP) portion of the Comprehensive Plan. The proposed zoning classification of
Extractive Manufacturing conflicts with the Board’s adopted future land use designations which call for Industrial and
Heavy Industrial uses for the parcels under consideration in this rezoning.
The Applicant has recently completed and is awaiting peer review on a hydrogeologic study. Given the numerous
groundwater concerns raised by local residents as part of the NELUP public hearing process, the results of this study
could be a meaningful point of consideration for the Planning Commission and Board of Supervisors.
Below, the applicant’s proffer statement, dated July 10, 2023, details the applicant’s proffered conditions to offset
impacts of development. Staff notes of areas of concern are included in bold italics.
In addition to those comments, Staff would recommend the Planning Commission carefully consider the following
items:
1. The ability to implement the future comprehensive planned land uses if the current, inconsistent, application
is approved.
2. The enforceability of proffers on parcels not bound by the proffer package after the proposed use is in
operation.
3. The acceptability of the applicant’s modifications to the transportation system and whether the proposed
roadway sections align with the needs of the Comprehensive Plan.
4. Impacts on the community and particularly nearby residents and enforceability of proffers offered to mitigate
those impacts.
Following a public hearing, a recommendation from the Planning Commission regarding this
rezoning application to the Board of Supervisors would be appropriate. The Applicant should be
prepared to adequately address all concerns raised by the Planning Commission.
15
Rezoning #03-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
September 12, 2023
Page 2
This report is prepared by the Frederick County Planning Staff to provide information to the
Planning Commission and the Board of Supervisors to assist them in making a decision on this
application. It may also be useful to others interested in this zoning matter. Unresolved issues
concerning this application are noted by staff where relevant throughout this staff report.
PROPOSAL: Submitted to rezone +/-391.87 acres from the RA (Rural Areas) District to the EM (Extractive
Manufacturing) District with proffers.
LOCATION: The properties are located at east of the Winchester & Western Railroad, north of Brucetown Road
(Route 672) and Turkey Run, and south of Woodbine Road (Route 669).
MAGISTERIAL DISTRICT: Stonewall
PROPERTY ID NUMBERS: 34-(A)-10, 34-(A)-10A, 34-(A)-10B, 34-(A)-10D, 34-(A)-10E, 34-
(A)-10F, 34-((8))-1-1, 34-((8))-1-2, 34-((8))-1-3, 34-((8))-1-4, 34-((8))-1-5, 34-((8))-1-6, 34-((8))-1-7,
34-((8))-1-8, 34-((8))-1-9, 34-((8))-1-17, 34-((A))-8A (portion), 34-((1))-A, 34-((A))-7, 34-((A))-
129A, 34-((A))-129E(portion), 34-((A))-129G
PROPERTY ZONING: RA (Rural Areas) District
PRESENT USE: Agricultural
ADJOINING PROPERTY ZONING & PRESENT USE:
North: RA (Rural Areas) District Use: Agricultural
South: EM (Extractive Manufacturing) District Use: Extractive Mining
East: RA (Rural Areas) District Use: Agricultural
West: RA (Rural Areas) District Use: Agricultural/Industrial/Warehouse
M1 (Light Industrial) District
16
Rezoning #03-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
September 12, 2023
Page 3
REVIEW EVALUATIONS:
Review Agency Comment Issuance
Date
Status
Virginia Department of Transportation (VDOT) May 10, 2023 Comments resolved.
Frederick Water January 6, 2023 No comments.
Frederick County (FC) Public Works January 31, 2023 No comments.
FC Fire Marshal January 20, 2023 No comments.
FC Parks and Recreation January 13, 2023 No comments.
FC Public Schools (FCPS) February 2, 2023 No comments.
FC Attorney February 28, 2023 Acceptable form.
Frederick-Winchester Service Authority January 3, 2023 No comments.
Winchester Regional Airport January 9, 2023 No comment relevant to
rezoning.
Historic Resources Advisory Board February 27, 2023 Comment resolved.
County of Frederick Attorney: Please see attached email from Roderick B. Williams, County
Attorney dated June 23, 2023.
Planning & Zoning:
1) Site History
The original Frederick County zoning map (U.S.G.S. Inwood/Stephenson Quadrangles) identify
the subject parcels as being zoned A-2 (Agricultural General). The County’s agricultural zoning
districts were subsequently combined to form the RA (Rural Areas) District upon adoption of
an amendment to the Frederick County Zoning Ordinance on May 10, 1989. The corresponding
revision of the zoning map resulted in the re-mapping of the subject property and all other A-1
and A-2 zoned land to the RA District.
2) Comprehensive Plan
The Comprehensive Plan is the guide for the future growth of Frederick County.
The Comprehensive Plan is an official public document that serves as the community’s guide
for making decisions regarding development, preservation, public facilities, and other key
components of community life. The Plan is developed with the input of the public and adopted
by the Board of Supervisors (lasted updated November 2021). In essence, the Comprehensive
Plan is a composition of policies used to guide the future physical development of Frederick
County in support of the Board’s adopted Vision and Core Values as outlined in the plan. The
Area Plans in Appendix I of the Comprehensive Plan offer more detailed implementation
guidance in the planning areas of the County.
Land Use
The Northeast Land Use Plan (NELUP) in Appendix 1 of the Comprehensive Plan does not
17
Rezoning #03-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
September 12, 2023
Page 4
currently have text addressing the future of the parcels in question. However, the Land Use
Plan calls for Industrial, Warehousing, and Heavy Industrial uses for the parcels subject to this
rezoning request. The County is currently in the midst of an update to the NELUP which could
impact the Comprehensive Plan compliance of this application if adopted.
Transportation and Site Access
The parcels in question have frontage on Branson Springs Road, Woodbine Road, and Grace
Church Road. To serve the designated future land uses in the NELUP, the roadways are
planned to be improved to major collector roadways in the Eastern Road Plan component of the
Comprehensive Plan. The Applicant proposes numerous changes to these roadways via
abandonments and realignment/replacements as detailed in the proffers. It is also noteworthy
that this application, due to the applicant’s proffered intention to access these parcels via the
existing Carmeuse facility entrance and tunnel underneath Brucetown Road, will continuing to
send future trips down Brucetown Road. Brucetown Road to the west of the applicant’s
entrance is planned to become a major collector roadway and the intersections of Hopewell and
Brucetown Road with Route 11 are planned to be aligned.
3) Proffer Statement, Dates July 10, 2023 staff notes in bold italics
1. LAND USE AND PHASING
1.1. The Property shall be developed in substantial conformance with the GDP. The GDP is
intended to delineate the general location of the regional road systems, the approximate
limits of mining, and the general location of Woodside Road, Branson Springs Road and
Grace Church Road. The final location of the road improvements and the approximate
limits of mining may be adjusted to accommodate final engineering design requirements,
and Virginia Department of Energy (“VDOE”) permitting requirements, without the need
to revise the GDP - provided that these adjustments are consistent with the overall layout
depicted on the GDP.
Staff Note : Specific GDP date should be referenced in addition to attachment of the GDP
to the proffer statement.
1.2. While the entire Property shall be zoned to the EM (Extractive Manufacturing) zoning
district, the Owner shall limit the area for extractive mining to that area delineated on the
GDP as “Approximate Limits of Mining”.
2. REDUCTION IN HEIGHT OF EXISTING STOCKPILE
2.1 The Owner shall reduce the maximum height of the existing 150-foot stockpile along the
western border of the existing Martin Farm, Tax Map Parcel 33-A-144, as shown on
Exhibit A (the “Existing Stockpile”), by 50 feet. This Existing Stockpile is located on lands
owned by the Owner that are currently zoned EM and are not included in this rezoning
application.
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September 12, 2023
Page 5
Staff Note: As this parcel (33-A-144 ) is not part of this re zoning and thus not bound
by this proffer, additional measures should be taken to ensure that the stockpile
height could not be raised above the 100 feet in the future.
2.2 The materials removed from the Existing Stockpile shall be relocated to other areas of
Owner’s lands as generally depicted on Exhibit A, in conformance with VDOE permits
and in conformance with Proffer 3, below.
Staff Note : T he relocation area depicted in the applicant’s graphics (Exhibit A)
indicate significant additional encroachment of the stockpile toward a neighboring
resid ence. This impact should be carefu lly considered. Furthermore, the reference
to proffer 3 appears to be in conflict as proffer 3 references a 75 foot stock p ile as
opposed to 100 and references within proffer 3 are to the rezoned property and new
quarry. Additional clarity is needed.
2.3 Following this reduction in the height of the Existing Stockpile and stabilization of the
stockpile elements, the Owner shall reclaim the disturbed areas of overburden material with
seed – such seed selection to be determined in consultation with the Division of Mining’s
mine inspector based on the best post-mining land use determination at the time, and in
accordance with VDOE reclamation regulations and associated permits.
2.4 The Owner shall file all requisite permits allowing for this reduction in the height of the
Existing Stockpile within six (6) months following Final Approval. Thereafter, work in
reducing the height of this Existing Stockpile shall commence promptly upon issuance of
the VDOE authorizing this activity, and Owner shall complete this reduction in the height
of the Existing Stockpile no later than thirty (30) months following issuance of these
VDOE permits.
3. NEW STOCKPILES AND BERMS
3.1 Any new stockpiles created on the rezoned Property (the “New Stockpiles”), which Owner
anticipates shall be located within the general area depicted on Exhibit A, shall not exceed
75 feet in height and shall not be permanent in nature.
3.2 Within eighteen (18) months following cessation of all mining activities on the rezoned
Property, and pursuant to the VDOE permits, all New Stockpiles shall be reclaimed so as
to be amenable for other economic development and industrial uses. “Mining activities”
means operations associated with the exploration for, and extraction of, aggregates and
other minerals, including byproducts of the same, and the development and operations of a
mine and all acts incident or conducive to any such operations and purposes, including but
not limited to, reclaiming stockpiled stone for processing and all mine closure and
rehabilitation activities.
Staff note : As written and combined with applicant’s long history and stated long
term nature of the ap plica nt’s activities it should be noted that this proffer
comm itment would likely be unrealized for decades to come.
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3.3 Earthen berms shall be created around any new quarry areas on the Property and shall be at
least twenty (20) feet in height and conform to VDOE mining requirements. The berms
shall be landscaped to minimize impacts to the viewshed of the surrounding community.
There shall be no extraction of material for processing outside these berms. Berms shall be
constructed at least three (3) years (36 calendar months) prior to the extraction of the
material for processing. The Owner shall adhere to the relevant Buffer and Screening
requirements of the Frederick County Code (165-203.02), where applicable, and in
accordance with permits issued to Owner by the VDOE, as shown on the GDP.
In addition to requirements of the Frederick County Code, Owner will take all appropriate
measures to ensure survival of such plantings. The landscaping shall be subject to
reasonable approval of the Zoning Administrator of Frederick County.
Staff note: More detail should be developed and incorporated into the proffers to
ensure the Board and public have a clear expectation of the landscaping plan to be
implemented.
4. TRANSPORTATION IMPROVEMENTS
4.1. The Owner shall construct all public roadway improvements referenced below in the
locations depicted on the GDP and in accordance with regulations required for state road
acceptance by the Virginia Department of Transportation (“VDOT”). Minor modifications,
as necessary upon final engineering, shall be permitted subject to site plan approval by the
County and VDOT.
4.2. In order to facilitate improvements at, or in the vicinity of, the Hopewell
Road/Martinsburg Pike/Brucetown Road Intersection, the Owner shall, upon Final
Approval:
(i) Provide a cash donation of One Million Dollars ($1,000,000) to the County for
such improvements within one (1) year of Final Approval,
(ii) Dedicate that parcel of land it currently owns identified as 2023 Frederick County
Tax Map Parcel 33-A-115A to the Board within two (2) months after receipt of a
written request from a duly authorized agent of the County,
(iii) Dedicate that parcel of land it currently owns identified as 2023 Frederick County
Tax Map Parcel 33-A-115B, to the Board within two (2) months after receipt of a
written request from a duly authorized agent of the County, and
(iv) Donate up to thirty thousand (30,000) tons of aggregate to go towards the
intersection improvements, which shall be made within thirty (30) days after receipt
of a written request from a duly authorized agent of the County or VDOT.
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Page 7
4.3. Road Abandonments & Relocations.
Concurrent with the filing of Rezoning Application RZ #03-23, the Owner has requested
that the Board initiate certain road abandonments and relocations of (i) a portion of
Woodside Road (State Route 671), (ii) a portion of Grace Church Road, and (iii) a
portion of Branson Spring Road (State Route 668), as shown on the GDP (collectively,
the “Road Abandonments and Relocations”). The effective date of the Road
Abandonments and Relocations shall be the date on which the Road Improvements
(defined below) are substantially constructed and opened for vehicular traffic.
Staff note: While the Board may choose to support the proposed actions with
public hearings and resolutions or letters of support subject to the requirements
of the various actions being undertaken by the Applicant, staff would note that
without expedient pursuit of the changes to the road system, those Board
actions could be come outdated a nd not meet requirements of the Virginia
Department of Transportation. If this were to transpire, a future board would be
asked to renew these actions and a current Board action could not bind a future
Board. This could potentially result in a future Board choosing not to support
the proposed roadway changes.
4.4 Road Improvements.
Within one (1) year following Final Approval, the Owner shall submit design plans for
the following road improvements (collectively, the “Road Improvements”):
Construction of a cul-de-sac on Woodside Road (State Route 671) 0.1 miles east of the
Winchester & Western Railroad crossing as shown on the GDP, together with
dedication plats of all needed rights-of-way and necessary easements, and
(A) Construction of a new paved Rural Two-Lane Section (R2) public road
within Owner’s property boundary as shown on the GDP running from
Woodbine Road (State Route 669 to Grace Church Road (State Route 668)
(the “New Road”) taking into consideration the geometric design and the
vertical and horizontal alignment of the New Road, together with dedication
plats of all needed rights-of-way and necessary easements, and
(B) Construction of a cul-de-sac at the eastern end of Branson Springs
Road (State Route 668) as shown on the GDP, together with dedication
plats of all needed rights-of-way and necessary easements. In addition to
the construction of this cul-de-sac, the Owner shall construct new access
points and driveways to Branson Springs Road (State Route 668) to serve
the two parcel owners identified as 2023 Frederick County Tax Map Parcels
33-A-87 and 34-1-B.
Following approval of the design plans for the Road Improvements by the County and
VDOT, the Owner shall provide a corporate surety bond approved by the County
Attorney for the construction of the Road Improvements using a proffer performance
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September 12, 2023
Page 8
agreement.
The Road Improvements described in Section 4.4.B and 4.4.C above must be completed by
the Owner prior to Owner’s extraction of material from the rezoned Property for
processing, or fifteen (15) years following approval of the design plans by the
County/VDOT, whichever comes first. Road Improvements described in Section 4.4.A
must be completed within ten (10) years following approval of the design plans by the
County/VDOT. The section of Woodside Road (State Route 671) between the new cul-de-
sac and its intersection with Grace Church Road (State Route 668) may be abandoned in
order to accommodate the desired land use in phases, while keeping the other sections of
the road open to vehicular traffic until such time as the other approved Road
Abandonments and Relocations become effective.
The Owner shall also dedicate all needed rights-of-way and necessary easements for these
roadway improvements on the Property to the Board at no cost to the County prior to the
commencement of any road construction activities.
Pursuant to the terms and conditions of the Road Abandonments and Relocations
contained in Section 4.3 above, Woodside Road (State Route 671) north of Grace Church
Road, Branson Springs Road (State Route 668), and Grace Church Road (State Route 668)
shall remain open for vehicular traffic until such time as the New Road has been completed
and is opened for vehicular traffic, at which time the approved Road Abandonments and
Relocations shall become effective.
Staff note : S taff would note that the roads to be constructed are comprehensive
planned to be major collector roa dways which indicates a likely future need for a 4-
lane divided facility. Measures should be taken to res e rve suffici ent right of way for
future widening. Additionally, measures should be taken to avoid items such as
significant curves or other design elements that are not conducive to safe and
efficient travel and particularly industrial traffic.
4.5 Mine Traffic and Tunnel Under Brucetown Road
For all rezoned Property, the Owner will utilize the tunnel beneath Brucetown Road for
the hauling of production materials between Owner’s rezoned and owned properties, and
Owner’s existing zoned and owned properties.
4.6 No Increase in Quarry-Related Truck Traffic Volumes Exiting onto Brucetown Road
While approval of Rezoning Application RZ # 03-23 will allow for additional mineral
resource mining to take place on land rezoned to the EM (Extractive Manufacturing)
district, the rezoning does not contemplate any increase in the processing capacity of the
lime plant, aggregate plant, or milled limestone plant currently being operated by Owner.
Staff note: For clarity this is not a commitment to not further expand p roce ssing
capacity of the existing processing operations not subject to this rezoning.
However, recognizing that traffic on Brucetown Road is nonetheless a concern to some
members of the community, if at any time after Final Approval the average daily traffic of
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dba Carmeuse Americas
September 12, 2023
Page 9
ticketed customer trucks over any consecutive 30-day period exceeds 400 ticketed customer
trucks leaving the plant via the Brucetown Road exit per day, the Owner shall provide an
additional one-time cash contribution to the County in the amount of One Million Dollars
($1,000,000) for road improvements in the vicinity of Hopewell Road, Martinsville Pike and
Brucetown Road.
Following Final Approval, upon reasonable advanced written notice to Owner, an
employee of the County, subject to reasonable and customary terms of confidentiality due
to the competitive/sensitive nature of such information, may perform an audit of Owner’s
books and records showing the number of customer trucks departing the plant via the
Brucetown Road exit, as evidenced by departing customer scalehouse tickets, in order to
verify Owner’s compliance with this section.
Staff note: Staff is uncertain how much, if at all, the proposed “400 ticketed
customer trucks exiting ” exceeds current facility norms as they attempt to evaluate
this proffer . In addition, staff would note that there could be a scenario based on
future business decisions and/or demand the Applicant could exceed the threshold
and pay the penalty, after which the Board would have no further recourse or ability
to offset the impact re gardless of how m uch or for how long the Applicant exceeded
the threshold.
4.7 Exit and Relocation Restrictions
Owner further covenants and agrees that:
(i) Owner shall not use any other point of exit from the plant onto Brucetown Road
other than the Brucetown Road exit that exists as of the date of this rezoning
application, and
(ii) Owner shall not relocate Owner’s existing lime kilns or related equipment onto the
newly rezoned Property.
Staff note: Related to the staff n ote to proffer 4.6, staff would express concern
regarding the ability for the County and /or VDOT to require future entrance
improvements to address growth (if there is growth) in traffic at the entrance.
5. BLASTING ACTIVITIES
5.1 Limitations on Blasting Hours and Other Operating Activity Hours of Operation
Owner covenants and agrees that no drilling, blasting, or hauling activities shall take place
on the Property on the following major holidays: New Year's Day, Good Friday, Memorial
Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving,
Christmas Eve Day, and Christmas Day.
Furthermore, Owner agrees it shall limit all blasting activities to the hours between 11AM
and 5PM, Monday through Friday. If there is an emergency situation that necessitates
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September 12, 2023
Page 10
blasting outside these hours, Owner shall give the County Zoning Administrator prior notice
of the date and time that such blasting will occur, and the reason that necessitates the off-
hour blasting.
5.2 Limitation on Total Blasting Activity
All blasting associated with mining activities on the Property is governed by Owner’s
mining permit approved by the VDOE.
In addition, Owner agrees that it will further limit all blasting activity on the Property
North of Brucetown Road to a maximum of fifteen (15) total blasts in any consecutive five
(5) day period.
5.3 Pre-Blast Alerts
The Owner shall establish and maintain a notification methodology that will provide
advanced notice, upon request, to any party that owns property within fifteen hundred feet
(1,500’) of Owner’s rezoned Property (the “Surrounding Property”), of any blasting that
will occur North of Brucetown Road. Such notification methods may include, but shall not
be limited to, telephone calls, text messages and/or emails.
5.4 Blasting Activity Planning and Monitoring
Owner agrees to have a VDOE-approved blasting plan in place at all times. Peak particle
velocities (PPV) shall not exceed the limits contained in, and shall be monitored in
accordance with, Owner’s mining permit approved by the VDOE.
In addition to the VDOE monitoring requirements, Owner agrees to install and maintain a
minimum of three (3) additional permanent seismograph units in areas that surround any
new active quarry location on the Property to further monitor PPV and air vibrations
related to blasting activity on the Property.
The location of these additional seismograph units shall be chosen in coordination with,
and at the direction of, a licensed seismograph engineer that is experienced in this function
in order to maximize such units’ monitoring sensitivity.
5.5 Damage Caused by Blasting
Any damage to the Surrounding Property caused by blasting on the rezoned Property (such
causation being verified by the VDOE as well as an independent third-party expert) shall
be promptly remediated and repaired by Owner at Owner’s sole cost and expense.
Staff note: VDOE verific ation should be sufficient to require remediation. A third
party should only be included if the initial review by VDOE i s finds no causation.
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September 12, 2023
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6. NOISE AND LIGHT EMISSIONS
6.1 In order to reduce noise emissions, the Owner shall install directional ("white noise") style
back-up horns on all mining equipment and any other vehicles operating on the Property
that have back-up alarms. These “white noise” alarms will replace the louder “beep” style
alarms routinely installed on Owner’s mining equipment/vehicles.
6.2 In order to reduce light emissions, the Owner shall not install fixed lights on top of berms
or stockpiles on the rezoned Property.
6.3 All lighting installed on the rezoned Property North of Brucetown Road shall be down-
facing, unless otherwise required by the VDOE or other applicable regulatory agency.
Staff note: The comments from the County attorney noted the potential use of
temporary lighting and in response the Applicant noted that temporary lighting
would not be used. However, the proffers do not appear to prohibit their use.
Temporary lighting, particularly if powered by a gasoline generator has the
p otential to create a negative impact to surrounding properties.
7. DUST
7.1 Dust from all mining and production operations on the rezoned Property shall be
controlled by wet suppression, or equivalent, consistent with the terms and conditions of
the general air permit issued by the VDEQ.
7.2 In addition, Owner shall perform street sweeping services twice per week from the current
Brucetown Road entrance and 2,000 feet west on Brucetown Road to further mitigate the
potential of any fugitive dust.
Staff note: Staff would suggest that due to varying weather patterns a nd levels of
business use that can impact the amount of dust or mud carried to Brucetown Road
and the number of past comments from surrounding residents regarding dust and
mud on the roadway combined with the fact that the Applicant would have the
equipment available to perform the service that roadway dust and mud be treated
daily.
8. GROUND WATER
8.1 Owner shall maintain a minimum of two (2) monitoring wells to establish baseline water
levels to effectively monitor and avoid any detrimental impact to groundwater wells on the
Surrounding Property. Owner agrees to install at least one (1) such monitoring well within
six (6) months after Final Approval.
8.2 Any adverse impact or damage to wells located on the Surrounding Property caused by
Owner’s mining activity on the rezoned Property (such causation being verified by VDOE
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dba Carmeuse Americas
September 12, 2023
Page 12
as well as an independent third-party expert) shall be promptly remediated and repaired by
Owner at Owner’s sole cost and expense.
Staff note: As noted above, VDOE determination of impact should not require
th ird party verification of the need to offset an impact unless VDOE determines
there not to be cau sation. In addition, staff would note that the Applicant has
re cently completed and awaits peer review on a hydrogeologic study. The results of
this peer reviewed document could be an important considera tion for the Planning
Commission and Board of Supervisors.
9. CONTRIBUTION IN SUPPORT OF VOLUNTEER FIRE AND RESCUE SERVICES
9.1. With the desire to support Clear Brook Volunteer Fire and Rescue, the Owner shall provide
a cash contribution in the amount of Two Hundred and Fifty-Thousand Dollars
($250,000.00) to the County within one (1) year of Final Approval to go towards Clear
Brook Volunteer Fire and Rescue’s first responder and emergency services in the vicinity
of the Property.
10. CONTRIBUTION IN SUPPORT OF NEW CAPITAL FACILITIES AT STONEWALL
ELEMENTARY SCHOOL
10.1 With the desire to support capital improvements at Stonewall Elementary School, the
Owner shall provide a cash contribution in the amount of Two Hundred and Fifty -
Thousand Dollars ($250,000.00) to the County within one (1) year of Final Approval for
use in funding such capital improvements. The County shall have the right and
opportunity, however, to utilize these contributed funds toward any capital improvements
as it may deem appropriate.
11. CONTRIBUTION IN SUPPORT OF FREDERICK COUNTY PARKS AND
RECREATION CAPITAL IMPROVEMENTS SERVING THE STONEWALL
DISTRICT
11.1 With the desire to support the construction of capital improvements by Frederick County
Parks and Recreation serving the Stonewall District, the Owner shall provide a cash
contribution in the amount of Two Hundred and Fifty-Thousand Dollars
($250,000.00) to the County within one (1) year of Final Approval, for use in funding such
capital improvements. The County shall have the right and opportunity, however, to utilize
these contributed funds toward any capital improvements as it may deem appropriate.
12. SUPPORT FOR NEW REGIONAL TRAILS SERVING THE STONEWALL DISTRICT
12.1 With the desire to support regional trails to serve the Stonewall District, within one (1) year
of Final Approval, the Owner shall submit a regional trail network conceptual plan to
Frederick County Parks and Recreation Department depicting a design for future regional
trails which will serve the Stonewall District in the vicinity of the rezoned Property.
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September 12, 2023
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12.2 Within six (6) months following (i) the Board of Supervisors approval of the design plans
submitted by, and designed in collaboration with, Frederick County Parks and Recreation
Department and Owner, and (ii) the preparation and approval of any required easement
plats and related deeds by the County, the Owner shall dedicate the public access
easements to the County for construction of these regional trails on lands it owns, subject
to approval by VDOE and Frederick Water.
12.3 Concurrent with the dedication of these public access easements to the County for
construction of the regional trails depicted in the Owner’s conceptual plan, and in
accordance with the approved design of the regional trail network, the Owner shall pay to
the County a cash contribution in the amount of Seven Hundred and Fifty-Thousand
Dollars ($750,000.00) for use in funding the construction of these regional trails.
13. MISCELLANEOUS
13.1 The Owner shall at all times maintain a general air permit in accordance with all applicable
Virginia Department of Environmental Quality (“VDEQ”) standards governing all mining
and production operations on the Property.
13.2 Prior to any land-disturbing or demolition of any existing structures on the Property, the
Owner shall prepare a Phase 2 architectural study and historical survey be conducted for all
structures on the Property, including but not limited to Woodside (DHR #034-0731) that
shall include a chain of title including contextual history of ownership, and an architectural
analysis of the interior and exteriors documenting any significant modifications or events
related to structures and associated resources/outbuildings.
13.3 The Permitted use allowed in the EM (Extractive Manufacturing) zoning district entitled
“Oil and natural gas extraction and/or pumping, including storage of production produced
on the site” is hereby proffered-out and shall not be permitted on the Property.
Staff note: With this being the only use proffered out staff would advise that other
substantially impactful uses could be conducted on this property that have not been
adequately studied or analyzed for potential mitigation of impacts, including
asphalt and concrete mixing plants, the manufacture and processing of cement lim e
and gypsum, and brick , block and precast concrete products.
Following a public hearing, a recommendation from the Planning Commission regarding this
rezoning application to the Board of Supervisors would be appropriate. The Applicant should be
prepared to adequately address all concerns raised by the Planning Commission.
27
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203WELCOMEHOME LN 1761BRUCETOWN RD
570GRACECHURCH RD
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160JOHNDEERE CT
111JOHNDEERE CT
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643GRACECHURCH RD
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569SIRJOHNS RD167ABRILSRUN LN
543SIRJOHNS RD
571GRACECHURCH RD 181ABRILSRUN LN 567SIR JOHNS RD
445GRACECHURCH RD
311ABRILS RUN LN
311ABRILSRUN LN
2619WOODSIDE RD2619WOODSIDE RD
3900MARTINSBURGPIKE
461GRACECHURCH RD
3915MARTINSBURGPIKE
451GRACECHURCH RD
4027MARTINSBURGPIKE
305ABRILSRUN LN
4030MARTINSBURGPIKE
271BRANSONSPRING RD
4123MARTINSBURGPIKE
4150MARTINSBURG PIKE
4170MARTINSBURGPIKE
4230MARTINSBURGPIKE
2066GILLIE LN
4273MARTINSBURGPIKE
4231MARTINSBURGPIKE
4268MARTINSBURGPIKE
280WOODBINE RD
351ZACHARYANN LN
4282MARTINSBURG PIKE
3026WOODSIDE RD4317MARTINSBURGPIKE4332MARTINSBURGPIKE
4364MARTINSBURG PIKE
276WOODBINE RD
3150WOODSIDE RD
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331WOODBINE RD
3121WOODSIDE RD
4481MARTINSBURG PIKE 4478MARTINSBURG PIKE
4504MARTINSBURGPIKE
166WOODBINE RD174WOODBINE RD
3201WOODSIDE RD 3220WOODSIDE RD
4535MARTINSBURG PIKE
165BUSINESSBLVD
281WOODBINE RD
3191WOODSIDE RD
3276WOODSIDE RD
1530RESTCHURCH RD
4547MARTINSBURG PIKE
4578MARTINSBURGPIKE
4600MARTINSBURGPIKE
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B3 (Industr ial Transition District)
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BERKELEY
COUNTY
WEST VIRGINIA
REZ # 03 - 23: O-N Minera ls (Che mstone) db a C armeuse AmericasPINs: 34 - 1 - A, 34 - A - 7, 34 - A - 8A, 34 - A - 10, 34 - A - 10A, 34 - A - 10B, 34 - A - 10D, 34 - A - 10E, 34 - A - 10F, 34 - A - 129A, 34 - A - 129E, 34 - A - 129G, 34 - 8 - 1 - 1, 34 - 8 - 1 - 2, 34 - 8 - 1 - 3, 34 - 8 - 1 - 4, 34 - 8 - 1 - 5, 34 - 8 - 1 - 6, 34 - 8 - 1 - 7, 34 - 8 - 1 - 8, 34 - 8 - 1 - 9, 34 - 8 - 1 - 17Rezoning from RA to EMZoning Map
BERKELEY
COUNTY
WEST VIRGINIA
REZ #03-23
REZ #03-23
REZ #03-23
REZ #03-23
REZ #03-23
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34 8 1 6
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34 A 7
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1435BRUCETOWN RD
2140WOODSIDE RD2140WOODSIDE RD 1383BRUCETOWN RD
203WELCOMEHOME LN 1761BRUCETOWN RD
570GRACECHURCH RD
180JOHN DEERE CT
160JOHNDEERE CT
111JOHNDEERE CT
663GRACECHURCH RD
603GRACECHURCH RD
643GRACECHURCH RD
471GRACECHURCH RD527GRACECHURCH RD
569SIRJOHNS RD167ABRILSRUN LN
543SIRJOHNS RD
571GRACECHURCH RD 181ABRILSRUN LN 567SIR JOHNS RD
445GRACECHURCH RD
311ABRILS RUN LN
311ABRILSRUN LN
2619WOODSIDE RD2619WOODSIDE RD
3900MARTINSBURGPIKE
461GRACECHURCH RD
3915MARTINSBURGPIKE
451GRACECHURCH RD
4027MARTINSBURGPIKE
305ABRILSRUN LN
4030MARTINSBURGPIKE
271BRANSONSPRING RD
4123MARTINSBURGPIKE
4150MARTINSBURG PIKE
4170MARTINSBURGPIKE
4230MARTINSBURGPIKE
2066GILLIE LN
4273MARTINSBURGPIKE
4231MARTINSBURGPIKE
4268MARTINSBURGPIKE
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276WOODBINE RD
3150WOODSIDE RD
1420REST CHURCH RD
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4412MARTINSBURGPIKE
321ZACHARYANN LN
4455MARTINSBURGPIKE
331WOODBINE RD
3121WOODSIDE RD
4481MARTINSBURG PIKE 4478MARTINSBURG PIKE
4504MARTINSBURGPIKE
166WOODBINE RD174WOODBINE RD
3201WOODSIDE RD 3220WOODSIDE RD
4535MARTINSBURG PIKE
165BUSINESSBLVD
281WOODBINE RD
3191WOODSIDE RD
3276WOODSIDE RD
1530RESTCHURCH RD
4547MARTINSBURG PIKE
4578MARTINSBURGPIKE
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4622MARTINSBURG PIKE
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311ABRILS RUN LN
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2066GILLIE LN
4273MARTINSBURGPIKE
4231MARTINSBURGPIKE
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280WOODBINE RD
351ZACHARYANN LN
4282MARTINSBURG PIKE
3026WOODSIDE RD4317MARTINSBURGPIKE4332MARTINSBURGPIKE
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05000 1000005001000LOCATION MAPSCALE: 1" = 5000'GENERALIZED DEVELOPMENT PLAN CARMEUSE LIME AND STONEDecember 19, 2022rev July 5, 2023103 Heath CourtWinchester VA 22602540.686.7373ADJACENT PROPERTIESREZONING PROPERTIESNOTES:1. INTERSECTION ALIGNMENTS, ROADWAY LOCATION, BERM, AND LANDSCAPELOCATIONS ARE SUBJECT TO CHANGE AT FINAL SITE PLAN PROVIDED THAT THEMODIFICATIONS MEET THE INTENT OF THE PROFFERS.2.08%5%5%4:12.08%5%5%CONST. B/LSOUTH BOUND LANE NORTH BOUND LANE2:1 max2:1 max2'1321. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SM-12.5A2. 4" ASPHALT BASE COURSE, TYPE BM-25.0A3. 8" AGGREGATE BASE MATERIAL, TYPE 1, No. 21-BREALIGNED WOODSIDE ROAD SECTIONROAD LOCATIONS1. THE LOCATION OF THE REALIGNED WOODSIDE ROADWILL BE DETERMINED AT THE SITE PLAN STAGE.6/12/23|
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Impact Analysis Statement
Carmeuse Lime and Stone
Clear Brook, VA
Stonewall Magisterial District
Frederick County, VA
December 19, 2022
Rev June 12, 2023
Prepared for:
Carmeuse Lime and Stone
508 Quarry Lane
Clear Brook, VA 22624
Prepared by:
Stowe Engineering, PLC
103 Heath Court
Winchester, VA 22602
60
Carmeuse Lime & Stone
Clear Brook, VA
1
IMPACT ANALYSIS STATEMENT Carmeuse Lime and Stone, Clear Brook, VA Introduction
This project involves the expansion of an existing limestone surface mine near Clear Brook,
Frederick County, VA. The project is east of the Winchester & Western Railroad, north of
Brucetown Road, and south of Woodbine Road. The site will not be open to the public, and
access for Carmeuse mining vehicles will be through an existing tunnel under Brucetown Road.
Figure 1 shows the location of the project.
The tax parcels included in the project area are listed in Table 1 and comprise 391.87 acres.
Table 1 Parcels within the Project Area
KEY Tax Map OWNER USE ZONING ACREAGE NOTE
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
RA
AGRICULTURAL RA
R11 34-((8))-1-5 AGRICULTURAL
AGRICULTURAL RA
R10 34-((8))-1-4
R9 34-((8))-1-3
RA
R8 34-((8))-1-2 AGRICULTURAL RA
AGRICULTURAL RA
R7 34-((8))-1-1 AGRICULTURAL
AGRICULTURAL RA
R6 34-((A))--10F
R5 34-((A))--10E
RA
R4 34-((A))--10D AGRICULTURAL RA
AGRICULTURAL RA
R3 34-((A))--10B AGRICULTURAL
R2 34-((A))--10A
AGRICULTURAL RAR134-((A))--10 23.027
5.000
5.647
5.539
5.000
26.694
2.853
2.749
2.005
2.000
2.000
KEY Tax Map OWNER USE ZONING ACREAGE NOTE
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301 1
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301 1
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
TOTAL 391.87
Notes: 1. acerage is a portion of the entire parcel
RESIDENTIAL RA
R22 33-((A))--129G
R21 34-((A))--129A
RA
R20 34-((A))--7 RESIDENTIAL RA
RESIDENTIAL RA
RESIDENTIAL RA
R19 34-((A))--129E RESIDENTIAL
AGRICULTURAL RA
R18 34-((1))--A
R17 34-((A))--8A
RA
R16 34-((8))-1-17 RESIDENTIAL RA
AGRICULTURAL RA
R15 34-((8))-1-9 AGRICULTURAL
AGRICULTURAL RA
R14 34-((8))-1-8
R13 34-((8))-1-7
R12 34-((8))-1-6 AGRICULTURAL RA
51.887
8.854
5.003
18.228
2.000
3.295
3.142
3.037
33.906
137.612
42.388
61
Carmeuse Lime & Stone
Clear Brook, VA
2
Figure 1 Project Location Map (nts)
The rezoning site is currently agricultural with farm buildings and one house. The site is bounded
by the Winchester & Western Railroad on the west, undeveloped land to the east, Woodbine
Road to the north and Turkey Run to the south.
PROJECT AREA
62
Carmeuse Lime & Stone
Clear Brook, VA
3
Site Suitability
100 Year Flood Plains – The project area has a floodplain on the south. Turkey Run parallels the
southern boundary of the project area and its floodplain also extends into the project area.
Figure 2 shows the FEMA flood hazard mapping with this floodplain area. About 10 acres of the
Turkey Run floodplain extend towards the mining area. Current plans call for impacts to this
stream and wetland to be avoided.
Figure 2 Floodplain Map
PROJECT
AREA
63
Carmeuse Lime & Stone
Clear Brook, VA
4
Wetlands – A desktop review of the US Fish and Wildlife Service's National Wetland Inventory
mapping shows there are wetlands on the site. Figure 3 shows the location of wetlands mapped
by the agency.
64
Carmeuse Lime & Stone
Clear Brook, VA
5
Figure 3 National Wetland Inventory Map Project Location 65
Carmeuse Lime & Stone
Clear Brook, VA
6
There are two freshwater ponds shown as wetland areas on the NWI map. Prior to any site work
activity the entire site will be reviewed to confirm the presence of these and other wetlands.
Any permits required for the wetland areas will be obtained from the appropriate agency.
Steep Slopes – Based on field observations and 5 ft contour mapping provided by the Frederick
County GIS, the site has been found to be generally flat, without any steep slopes.
Mature Woodlands – There are no areas of mature woodlands on the site.
Prime Agricultural Soils – Based on data from the USDA Web Soil Survey, the soils are classified
as shown in Table 2. Of the soils listed, 3B Blairton silt loam, 14B Frederick Poplimento, 29
Massanetta loam, and 32B Oaklet silt loam are recognized by the USDA as prime farmland soils.
Figure 4 shows the soils map.
Table 2 Soil Units in Project Area
66
Carmeuse Lime & Stone
Clear Brook, VA
7
67
Carmeuse Lime & Stone
Clear Brook, VA
8
Figure 4 USDA Soils Map
Soil or Bedrock Conditions which would create Construction Difficulties or Hazards – A review of
the USDA Web Soil Survey indicates that the depth restrictive features in some areas is over 80
inches, while in others it is 20 to 40 inches. Given that a surface mine is the proposed use,
blasting is expected to remove the surface rock and ore. Surrounding Properties
The proposed rezoning area is bordered by properties zoned RA on the north, east and south. To
the west is the Winchester and Western Railroad with properties zoned M1 to the west of it.
Table 3 lists the adjoining owners, their property’s zoning, and use.
Table 3 Adjoining Owners, Zoning and Land Use
Traffic
Stowe Engineering has prepared a Traffic Diversion Study for the project. The study shows that
the proposed mine expansion will not generate new traffic, but local roadways will be affected.
Woodside Road will be relocated to the east side of the rezoning area, which moves it from the
KEY Tax Map OWNER USE ZONING
SEMPLES, CAROL THARPE, TRUSTEE
331 WOODBINE RD.
CLEAR BROOK, VA 22624
WHITE HALL INVESTMENTS, LLC
331 WOODBINE RD.
CLEAR BROOK, VA 22624
BODEN, MCHAEL, ET.AL
3026 WOODBSIDE RD.
CLEAR BROOK, VA 22624
BODEN, MCHAEL, ET.AL
3026 WOODBSIDE RD.
CLEAR BROOK, VA 22624
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
AY, CARL C. JR. TRUSTEE
PO BOX 295
CLEAR BROOK, VA 22624
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
WILSON, ROBERT E. ET.AL.
570 GRACE CHURCH RD.
CLEAR BROOK, VA 22624
HOTTLE, CHRISTOPHER M., ET.AL.
1761 BRUCETOWN RD.
CLEAR BROOK, VA 22624
BUTLER, KEVIN WARREN, ET.AL.
PO BOX 58
CLEAR BROOK, VA 22624
A9 34-((A))--120
RESIDENTIAL RA
A11 34-((2))--24E RESIDENTIAL RA
RESIDENTIAL RA
A10 34-((2))--A
RAA734-((A))--10C AGRICULTURAL
A6 34-((A))--126
A5 34-((A))--129I
RA
A4 34-((A))--129H AGRICULTURAL RA
RESIDENTIAL RA
RESIDENTIAL RAA134-((A))--5A
AGRICULTURAL RA
AGRICULTURAL RA
A3 34-((A))--129 RESIDENTIAL
A2 34-((A))--5C
KEY Tax Map OWNER USE ZONING
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
O-N MINERALS (CHEMSTONE) COMPANY
6920 POINTE INVERNESS WAY SUITE 301
FORT WAYNE, IN 46804
RUSSEL, GLEN E. TRUSTEE, ET.AL.
2619 WOODSIDE RD.
CLEAR BROOK, VA 22624
RUSSEL, GLEN E. TRUSTEE, ET.AL.
2619 WOODSIDE RD.
CLEAR BROOK, VA 22624
BROWN, JEFFERY D.
271 BRANSON SPRING RD.
CLEAR BROOK, VA 22624
DICKERSON, LINDSAY NICOLE
271 BRANSON SPRING RD.
CLEAR BROOK, VA 22624
BRANSON SPRINGS, LLC.
800 LAKE WINDERMERE CT.
GREAT FALLS, VA 22066
OJAUSMANI, INC.
653 NESTING LN.
MIDDLETOWN, DE 19709
FREDERICK COUNTY SCHOOL BOARD
PO BOX 3508
WINCHESTER, VA 22604
LESTER PROPERTIES - VA
1111 2ND AVE S.
LESTER PRAIRIE, MN 55354
GPT BTS BUSINESS BLVD. OWNER, LLC
PO BOX 1232
HICKSVILLE, NY 11802
A20 33-((A))--6C STORAGE M1
RAA2334-((A))--4 LOGISTICS
STORAGE M1A2133-((A))--6A
A19 33-((A))--105 VACANT RA
A16 34-((A))--8 RESIDENTIAL RA
AGRICULTURAL RA
A18 33-((A))--105D
A17 34-((A))--8B
VACANT M1
RA
AGRICULTURAL EM
A14 34-((1))--B
A13 34-((A))--11A
AGRICULTURAL RA
A15 34-((A))--87 RESIDENTIAL
A12 34-((A))--11 AGRICULTURAL EM
68
Carmeuse Lime & Stone
Clear Brook, VA
9
proposed mine area. The relocated portion of the road will be constructed as a two-lane paved
roadway from Grace Church Road to its intersection with Woodbine Road.
Also, Branson Springs Road will terminate in a cul de sac east of the W&W Railroad crossing,
and Woodside Road will also terminate in a cul de sac just east of the W&W Railroad crossing
near the Titan concrete plant. Figure 5 shows the location of these roadway features.
Mining equipment will cross Brucetown Road through an existing tunnel under the road.
Carmeuse customers will continue to use the existing entrance on Brucetown Road.
69
Carmeuse Lime & Stone
Clear Brook, VA
10
Figure 5 Proposed Roadway Modifications Sewage Conveyance and Treatment
Wastewater generated on the site will be in Port-a-Pottys which will be maintained by private
haulers. Wastewater will be transported to the Opequon Creek Water Reclamation facility
where it will be treated.
70
Carmeuse Lime & Stone
Clear Brook, VA
11
Water Supply
There will not be a need for potable water in the mine area. Excess water from the mine could
potentially be used to supply drinking water to Frederick County citizens and businesses. Drainage
Drainage from the area flows east via Turkey Run and Duncan Run. Surface runoff from the
mining area will be routed through stormwater management facilities to control the quantity
and quality of stormwater leaving the site. Solid Waste Disposal Facilities
There is no planned solid waste stream associated with this project. If solid waste should occur,
it will be collected and disposed of by private haulers. The solid waste generated in the mine, if
any, will be transferred to the Frederick County Landfill Facility by private licensed commercial
carriers. Historical Site and Structures
A review of the online Virginia Dept. of Historic Resources records shows several historic
architectural or archeological sites in the proposed project area. Figure 6 shows the Dept of
Historic Resources map showing the location of the features. The following brief descriptions
correlate to the feature ID number.
Site 034-5138. A review of the VA Department of Historic Resources records showed this
resource as a barn on Woodside Road, constructed between 1946 and 1991 with no discernable
style.
Site 034-0730. The VA Department of Historic Resources records showed this resource as the
Dangerfield-Phelps-Robinson, House, currently known as Mt Prospect. It was constructed in
1810Ca during the Early National Period (1790-1829). Mt Prospect is unusual in that is a stone
house which burned and was partially rebuilt using brick.
Site 034-0731. The VA Department of Historic Resources records identified this site as the
Branson-Stephenson-Huyett-Light House, currently known as Woodside. The house was
constructed in the 1840Ca Antebellum Period (1839-1860).
Site 034-1053. The VA Department of Historic Resources records also showed this resource as
the David Shaull house, currently known as the - Anderson – Reese House. The house was
constructed in 1845Ca Antebellum Period (1830-1860).
Site 44FK0697. The VA Department of Historic Resources records also showed this site as a small
trash scatter near the Mt. pleasant house.
71
Carmeuse Lime & Stone
Clear Brook, VA
12
Figure 6 VA Department of Historic Resources Map
72
Carmeuse Lime & Stone
Clear Brook, VA
13
Impact on Community Facilities
Educational Facilities – This project will not add children to the school system.
Emergency Services – the Frederick County Sheriff Department will provide Police protection.
The property is in the first response area for the Clear Brook Fire and Rescue station. Therefore,
response times from the station to the site are reasonable.
Parks and Recreation – This project will not add to the population of Frederick County and,
therefore, will not increase the demand for Parks and Recreational services.
Solid Waste – As previously stated, solid waste is not expected to be generated on the site, but if
any occurs it will be collected and transported by private haulers to the Frederick County land
fill.
73
October 31, 2022
TRAFFIC
DIVERSION
STUDY Carmeuse Lime and Stone Clear Brook, VA 12/19/22
Prepared for:
Carmeuse Lime & Stone
508 Quarry Lane
Clear Brook, VA 22642
Prepared by:
Stowe Engineering, PLC
103 Heath Court
Winchester, VA 22602
12/20/22
74
Table of Contents
Executive Summary ....................................................................................................................................... 2
Introduction and Background Information ................................................................................................... 1
Project Location and Description .............................................................................................................. 1
Non-existent Transportation Improvements ............................................................................................ 2
TIA Scoping ................................................................................................................................................ 2
Study Area ................................................................................................................................................. 2
Existing Roadway Descriptions ................................................................................................................. 3
Nearby Land Uses ..................................................................................................................................... 4
Comprehensive Plan ............................................................................................................................. 4
Zoning ................................................................................................................................................... 6
VDOT Functional Classification ................................................................................................................. 7
Multi-Modal Access .................................................................................................................................. 7
Future Transportation Improvements ...................................................................................................... 7
Existing Conditions ........................................................................................................................................ 8
Existing Traffic Operations ........................................................................................................................ 8
Assessment of the Existing Conditions: .................................................................................................... 8
Planned Quarry Development .................................................................................................................... 10
Overview ................................................................................................................................................. 10
Roadways Impacted ............................................................................................................................ 10
Travel Times ............................................................................................................................................ 12
Diverted Travel Times ......................................................................................................................... 14
Delays ...................................................................................................................................................... 16
Conclusions and Recommendations ........................................................................................................... 17
75
Executive Summary This Traffic Diversion Study has been performed to quantify the changes in travel times resulting from the relocation and vacation of public roadways that pass through the mining area proposed by Carmeuse. The Virginia Department of Energy regulations prohibits the traveling public from entering a permitted mine area due to the potential dangers of mining activity. Therefore, Carmeuse proposes to reroute the traveling public around the proposed mining area by vacating portions of the following public roads:
• Branson Springs Road (Route 668) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be relocated to the east of the proposed mine area.
• Grace Church Road (Route 668) to be routed into the relocated Woodside Road. Travel times were collected in five runs between 11:00AM and 2:00PM along three primary travel routes between Point A, the intersection of Grace Church Rd and John Deere Ct, and US Route 11 and I-81. Travel times were also computed on a new route between Point A and US Route 11 and I-81 at Rest Church Road. The collected travel times were averaged to arrive at a travel time for each route. Variations in travel times are attributed to the distance, roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, most drivers will not feel safe at that speed. The higher speed limit and hard surface on Sir John and Brucetown Roads permit motorists to travel at higher speeds, reducing their overall travel times. In addition, the traffic signals at Route 11 randomly affected travel times to I-81. Existing travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, which results in slower speeds due to the narrow roadway width, short site distances, and gravel surface. The relocated woodside Rd will be paved, which will enable motorists to travel at 45MPH. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81. The following table summarizes the anticipated changes in travel times resulting from the proposed diversions.
76
From To
Travel Time
increase/decrease
(min:sec)
Diverted
travel time
(min:sec)
Int of John Deere Ct & Grace
Ch Rd Int of Route 11 & Brucetown
Rd via Brucetown Rd instead
of Grace Ch + Branson Sp +
Rte 11
-0:36 3:40
Int of I-81 SB ramp @
Hopewell Rd via Brucetown
Rd instead of Grace Ch +
Branson Sp + Rte 11*
Int of John Deere Ct &
Grace Ch Rd -0:57 5:26
Int of John Deere Ct & Grace
Ch Rd Int. of Route 11 & Rest
Church Rd -0:09 6:45
Int of John Deere Ct & Grace
Ch Rd Int of I-81 NB ramp and Rest
Church Rd -0:11 7:35
While the travel time savings associated with the proposed diversions are minor, they do allow
the traveling public to reach their destinations efficiently and safely.
This engineer believes that the changes in travel times resulting from this rezoning are both
manageable and acceptable for this project setting.
77
Introduction and Background Information
Page | 1
Introduction and Background Information Project Location and Description
This project involves rezoning 391.87 +/- acres in Frederick County, VA, for surface ore mining.
The project is north of Clear Brook, VA, and east of Route 11. Figure 1 shows the location of
the site.
Figure 1 Project location map
The project site consists of rolling fields currently being used for farming. Route 11 and I-81 are
to the west of the site, Woodbine Road is to the north, and the W&W railroad is along the
western property boundary. Grace Church Road (Route 668), Branson Springs Rd (Route 668),
and Woodside Road (Route 671) are gravel roads that pass through the project area. Two single-
family residences and some farm buildings are also present within the project boundary.
Exit
323
Exit
321
78
Introduction and Background Information
Page | 2
Non-existent Transportation Improvements
Based on a review of the online VDOT Six-Year Improvement plan, there are no VDOT
roadway improvement projects in the area.
The Frederick County 2022/23-2027/28 PRIMARY ROAD IMPROVEMENT PLAN calls for Route
11 to be widened to a 4-lane urban section between Cedar Hill Road and West Virginia and the
Frederick County NON-HARD SURFACE ROAD IMPROVEMENT PROJECTS 2022/2023 through
2027/2028 show the paving of Grace Church Road as unscheduled. Both projects are
dependent on VDOT funding.
TIA Scoping
A Traffic Study Pre-Scope of Work meeting was held with VDOT on January 25th, 2022, with a
follow-up meeting on March 30th, 2022. The study was determined to be a Diversion Study
rather than a routine Traffic Impact Analysis since the proposed rezoning generates no new
traffic. A copy of the final scoping document is included in Appendix A.
Study Area
The study area extends from Rest Church Road (Route 669) on the north to Hopewell and
Brucetown Roads (Route 672) on the south and from Sir Johns Road (Route 667) on the east to
I-81 on the west. Figure 2 shows the study area in this analysis.
79
Introduction and Background Information
Page | 3
Figure 2 Project Study Area
Existing Roadway Descriptions
The attributes of the existing road network in the study area are described in Table 1. The
Virginia Department of Transportation maintains these roads.
Study
Rezoning Area
80
Introduction and Background Information
Page | 4
Table 1 Existing streets attributes
Route
Number
Street Name Surface No. Lanes Speed Limit
(mph)
2021
AADT
11 Martinsburg
Pike
Pavement 2 with
TWLTL
45 posted 6800
667 Sir Johns Rd Pavement 2 55 (statutory) 620
668 Grace Church
Rd
Gravel 2 35 (statutory) 130
668 Branson Spring
Rd
Pavement 2 55 (statutory) 160
669 Rest Church Rd Pavement 2 to 4 plus
turn lanes
35 posted 9900
669 Woodbine Rd Pavement,
gravel
2 55 (statutory) 490
671 Woodside Rd Gravel 2 35 (statutory) 130
672 Brucetown/
Hopewell Rd
Pavement 2 Rte 11 to Quarry Ln – 35
Quarry Ln to Brucetown – 45
Brucetown to Sir Johns - 25
3500
2300
Nearby Land Uses
The W&W railroad, businesses, and the Frederick County Public Schools warehouse are to the
west of the project area, while agriculture is on the remaining three sides. Comprehensive Plan
The Frederick County Comprehensive Plan – 2005 to 2025 envisions the land use for the site to
be Heavy Industrial, Industrial, and Warehousing, as shown in figure 3.
81
Introduction and Background Information
Page | 5
Figure 3 Comprehensive Plan 2030 Land Use Map
Rezoning Area
82
Introduction and Background Information
Page | 6
Zoning
The current zoning on the site is Agriculture. See figure 4.
Figure 4 Frederick County Zoning Map
Rezoning Area
83
Introduction and Background Information
Page | 7
VDOT Functional Classification
The VDOT Functional Plan for this portion of Frederick County is shown in Figure 5, which
shows Route 11 (Martinsburg Pike) as a "Major Collector" in the vicinity of the study area, and
I-81 with a Functional Classification of "Interstate."
The functional designation establishes the VDOT Access Management requirements for median
crossovers and traffic control.
Figure 5 VDOT Approved Roadway Functional Classification Map Multi-Modal Access
The existing roadway network does not include continuous pedestrian access. Bike lanes are not
included in the existing roadway typical sections.
Future Transportation Improvements
Based on a review of the online VDOT Six-Year Improvement plan, there are no VDOT
roadway improvement projects in the area.
The Frederick County 2022/23-2027/28 PRIMARY ROAD IMPROVEMENT PLAN calls for
Route 11 to be widened to a 4-lane urban section between Cedar Hill Road and West Virginia
and the Frederick County NON-HARD SURFACE ROAD IMPROVEMENT PROJECTS
2022/2023 through 2027/2028 show the paving of Grace Church Road as unscheduled. Both
projects are dependent on VDOT funding.
84
Existing Conditions
Page | 8
Existing Conditions Existing Traffic Operations
For background and reference, turning movement traffic counts were collected on Tuesday,
November 16th, and Thursday, November 18th, 2021, from 6:00 AM to 9:00 AM and from 3:00
PM to 6:00 PM to identify the peak traffic volume hours. Upon reviewing the data, abnormally
high volumes were observed in the AM count around exit 321. Upon further investigation, it was
found that an accident in the southbound lanes of I-81 just south of exit 321 was causing traffic
to reroute onto Hopewell Road and south on Route 11. Therefore, this area was counted again on
May 17th, 2022. Pre-COVID AM traffic counts collected in 2019 were grown at 1%/year for
three years and were used as a comparison to the May 17th counts around exit 321. The AM peak
hour volumes used at exit 321, Hopewell Road and Brucetown Road are a blend and adjustment
of volumes representing the historical traffic growth.
The November 18th, 2021, PM peak hour volumes were unaffected.
In addition to the counts at Brucetown and Hopewell Roads, a combined count was assembled to
identify the peak hours for the combined traffic volume.
Following consultation with VDOT, a 24 hr video count was performed at the intersection of
Woodside Rd and Branson Springs Rd, and Woodside Rd Grace Church Rd on Tuesday, April
6th, 2022.
The traffic count data is included in Appendix B. The existing turning movement data for the
AM and PM peak hours are summarized in Figure 6. Assessment of the Existing Conditions:
• Very few vehicles are using Branson Springs Rd, Woodside Rd, and Grace Church Road. Eleven vehicles passed through the Branson Springs/Woodside intersection during the peak AM hour which includes two UPS size trucks. During the peak PM hour, a total of twenty-two vehicles passed through the Branson Springs/Woodside intersection with no trucks. These volumes are proposed to be rerouted.
• A large volume of southbound traffic moves from Route 11 to Rest Church Road to I-81 in the AM peak hour and goes opposite in the PM peak hour. This consumes much of the capacity on Rest Church Road, creating traffic congestion in the morning and evening peak hours. The other intersections in the vicinity of exit 323 functions without undue congestion.
• The east and west approaches of the signalized intersections of Hopewell and Brucetown Roads on Route 11 experience delays in the AM and PM peak hours. Heavy vehicles are going to and from various commercial and industrial facilities near the intersection. When heavy vehicles are present, they delay traffic because they accelerate slower than a car. In addition, the approaches from the east and west both have a single shared lane which restricts turning movements and causes further delays.
85
Existing Conditions
Page | 9
Figure 6 2021 Existing Traffic Volumes
86
Travel Times
Page | 10
Planned Quarry Development Overview
Carmeuse has acquired property north of Brucetown Road and intends to perform surface mining
there. The mining activity will extend northward from the existing quarries north side of
Brucetown Road, as shown in Figure 2. While the mining activity will take place over many
years, the initial berm construction and vegetative screening is expected to occur early in the
project development. This work will cause several roads in the project area to be rerouted or
closed, which will require motorists to travel on alternate routes. Impacted Roadways
The Virginia Department of Energy regulations prohibits the traveling public from entering an
active mine area due to the danger mining activity presents. Therefore, prior to work beginning
those roadways that pass through the mining area will be rerouted or closed. This includes:
• Branson Springs Road (Route 668) to be closed with a cul de sac east of the W&W railroad crossing
• Woodside Road (Route 671) to be rerouted
• Grace Church Road (Route 668) to be closed with a cul de sac east of the W&W railroad crossing
Woodside Road will be relocated to the east of the rezoning area. Figure 7 shows these planned
road changes.
87
Travel Times
Page | 11
Figure 7 Planned Roadway Changes
Rezoning Area
88
Travel Times
Page | 12
Travel Times
As previously mentioned, the purpose of this study is to determine the change in travel times
motorists will experience due to these roadways being relocated or closed. Methodology
To determine the difference in travel times, travel time runs along the roadways to be rerouted or
closed were measured, as were travel times along the logical alternative routes. A set of travel
times runs along each route was measured five times, and then averaged to get a travel time.
Appendix C shows the data from the travel time runs and the average time.
Travel times were measured between 11:00AM and 1:00 PM on Wednesday September 14 and
Thursday September 15, 2022. Performing the travel time runs mid-day provided a better
representation of the actual travel times without variable delays caused by external conditions,
such as variable traffic volumes and congestion in the peak hours.
For the purposes of this study, the intersection of Grace Church Road and John Deere Court was
selected as the origin-destination point for the motorist who the proposed road changes will
divert. This intersection is positioned to give the motorist a choice of routes to Route 11 and I-
81. Also, for the purposes of this study, it is assumed that motorists desiring to go south on I-81
will use Brucetown Road to Hopewell Road. Those wishing to go north on Route 11 or I-81 are
using any combination of routes, including Grace Church Road to Branson Springs Road to
Route 11, and Grace Church Road to Woodside Road to Woodbine Road to Route 11.
To develop a travel time as close as possible to that experienced by motorists currently using the
affected roadways, origin and destination points were identified as:
• Southbound I-81 ramps at exit 321
• Northbound I-81 ramps at exit 323
• Route 11 at the intersection of Brucetown Rd
• Route 11 at the intersection of Rest Church Rd
• The intersection of Grace Church Road and John Deere Ct
Tables 2 and 3 show the existing average inbound and outbound travel times between these
origins and destinations.
89
Travel Times
Page | 13
Table 2 Existing outbound travel times.
From To
Average
Travel Time
(min:sec)
John Deere Ct & Grace Ch Rd Route 11 and Brucetown Rd via
Brucetown Rd 3:40
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via
Brucetown Rd 6:57
John Deere Ct & Grace Ch Rd Route 11 and Brucetown Rd via Grace
Ch Rd & Branson Sp Rd 4:16
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via
Grace Ch Rd & Branson Sp Rd 7:33
John Deere Ct & Grace Ch Rd Route 11 & Rest Church Rd via
Woodside Rd & Woodbine Rd 6:54
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Rest Church Rd via
Woodside Rd & Woodbine Rd
7:46
Table 3 Existing inbound travel times.
From To
Average
Travel Time
(min:sec)
Route 11 & Hopewell Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
4:39
I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
5:26
Route 11 & Hopewell Rd John Deere Ct & Grace Ch Rd via
Branson Sp Rd & Grace Ch Rd
5:36
I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via
Branson Sp Rd & Grace Ch Rd
6:23
Route 11 & Rest Church Rd John Deere Ct & Grace Ch Rd via
Woodbine Rd, Woodside Rd, & Grace
Ch Rd
7:11
I-81 SB ramp and Rest Church Rd John Deere Ct & Grace Ch Rd via
Woodbine Rd, Woodside Rd, & Grace
Ch Rd
7:55
90
Travel Times
Page | 14
Diverted Travel Times
The relocation and improvement of Woodside Road and the closure of Branson Springs and
Woodside Roads will require southbound traffic to use Brucetown Rd to get to southbound
Route 11 or I-81SB. Northbound motorists will use the relocated Woodside Road to get to Route
11 and I-81NB.
To get the travel time for routes using the relocated Woodside Road a speed of 45 MPH for the
2.3-mile length of new road was added to the proportional travel times on Grace church Road
and Woodbine Roads. Tables 4 through 7 provide the computation of the travel time for this
route.
Table 4 Travel Time from A to Route 11 via Relocated Woodside Rd
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:55
TOTAL 4.08 0:07:00
Table 5 travel Time from A to Exit 323 NB via Realigned Woodside Rd
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:01:25
Rest Church Road 0.16 35 0:00:45
TOTAL 4.24 0:08:15
Table 6 Travel Time from Route 11 to A via Relocated Woodside Rd.
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:40
TOTAL 4.08 0:06:45
91
Travel Times
Page | 15
Table 7 Travel Time from I-81NB to A via Relocated Woodside Rd.
Segment Distance Average
Travel
Speed
Travel Time
Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:01:45
Rest Church Road 0.16 35 0:00:05
TOTAL 4.24 0:07:55
Tables 8 and 9 show the travel times on the diversion routes. This assumes that southbound motorist will use
Brucetown Road, and northbound motorist will use relocated Woodside Rd.
Table 8 Diverted outbound travel times
From To
Average
Travel Time
(min:sec)
John Deere Ct & Grace Ch Rd Route 11 & Brucetown Rd via
Brucetown Rd
3:40
John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via
Brucetown Rd
6:57
John Deere Ct & Grace Ch Rd Route 11 & Rest Church Rd via
relocated Woodside Rd
7:00
John Deere Ct & Grace Ch Rd I-81 NB ramp and Rest Church Rd via
relocated Woodside Road
8:15
Table 9 Diverted inbound travel times
From To
Average
Travel Time
(min:sec)
Route 11 & Brucetown Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
4:39
I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via
Brucetown Rd
5:26
Route 11 & Rest Church Rd John Deere Ct & Grace Ch Rd via
relocated Woodside Rd
6:45
I-81 NB ramp and Rest Church Rd John Deere Ct & Grace Ch Rd via
Woodside Rd
7:55
92
Travel Times
Page | 16
Delays The difference in travel times between a diverted and a non-diverted travel route is delay. For motorists desiring to go south on Route 11 or I-81 from point A, the travel time using Brucetown Road is shorter than that of Grace Church and Branson Spring Roads. The travel times for motorists traveling north to Rest Church Road are longer. Table 6 provides a summary of the increase/decrease in travel times and the diverted travel times.
Table 10 Travel time delays
From To
Travel Time
increase/decrease
(min:sec)
Diverted
travel time
(min:sec)
Int of John Deere Ct & Grace
Ch Rd Int of Route 11 & Brucetown
Rd via Brucetown Rd instead
of Grace Ch + Branson Sp +
Rte 11
-0:36 3:40
Int of I-81 SB ramp @
Hopewell Rd via Brucetown
Rd instead of Grace Ch +
Branson Sp + Rte 11*
Int of John Deere Ct &
Grace Ch Rd -0:57 5:26
Int of John Deere Ct & Grace
Ch Rd Int. of Route 11 & Rest
Church Rd -0:09 6:45
Int of John Deere Ct & Grace
Ch Rd Int of I-81 NB ramp and Rest
Church Rd -0:11 7:35 While the travel time reductions are minor, the diversion routes do allow the traveling public to reach their destinations efficiently and safely. The variations in travel times are primarily attributed to the roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, a driver may not feel safe at that speed. While travel times were being collected, 25MPH was the maximum speed our drivers wanted to go. The higher speed limit and hard surface roads on Sir Johns and Brucetown Roads permit the motorist to travel at higher speeds, thereby reducing their overall travel times. The traffic signal at Route 11 and Brucetown Road randomly affected travel times to I-81. Travel to Rest Church Road is likewise affected by roadway surface, speed limits, and signal phasing. Travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, and slower speeds are experienced due to the narrow roadway width, short site distances, and gravel surface. Even though the distance is longer, the ability to travel at 45MPH over those longer distances increased the travel times only modestly. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81.
93
Conclusions and Recommendations
Page | 17
Conclusions and Recommendations This Traffic Diversion Study has been performed to quantify the changes in travel times resulting from the relocation and vacation of public roadways that pass through the mining area proposed by Carmeuse. The Virginia Department of Energy regulations prohibits the traveling public from entering a permitted mine area due to the potential dangers of mining activity. Therefore, Carmeuse proposes to reroute the traveling public around the proposed mining area by vacating portions of the following public roads:
• Branson Springs Road (Route 668) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be terminated with a cul de sac near the W&W railroad crossing.
• Woodside Road (Route 671) to be relocated to the east of the proposed mine area.
• Grace Church Road (Route 668) to be routed into the relocated Woodside Road. Travel times were collected in five runs between 11:00AM and 2:00PM along three primary travel routes between Point A, the intersection of Grace Church Rd and John Deere Ct, and US Route 11 and I-81. Travel times were also computed on a new route between Point A and US Route 11 and I-81 at Rest Church Road. The collected travel times were averaged to arrive at a travel time for each route. Variations in travel times are attributed to the distance, roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, most drivers will not feel safe at that speed. The higher speed limit and hard surface on Sir John and Brucetown Roads permit motorists to travel at higher speeds, reducing their overall travel times. In addition, the traffic signals at Route 11 randomly affected travel times to I-81. Existing travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, which results in slower speeds due to the narrow roadway width, short site distances, and gravel surface. The relocated woodside Rd will be paved, which will enable motorists to travel at 45MPH. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81. This engineer believes that this rezoning and its associated traffic diversions result in travel time changes that are both manageable and acceptable for this project setting.
94
Appendix A
Pre-Scope of Work Meeting Form
95
SCOPING INFORMATION
Traffic Impact Analysis
for
Carmeuse Rezoning
January 13, 2022
Rev 3/23/22
Prepared by
Stowe Engineering, PLC
103 Heath Court
Winchester, VA 22602
96
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
PRE-SCOPE OF WORK MEETING FORM
Information on the Project
Traffic Impact Analysis Base Assumptions
The applicant is responsible for entering the relevant information and submitting the form to VDOT and the
locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline,
the scope of work meeting may be postponed.
Contact Information
Consultant Name:
Tele:
E-mail:
Stowe Engineering, PLC
540.686.7373
timstowe@stowecompanies.com
Developer/Owner Name:
Tele:
E-mail:
O N Minerals d.b.a Carmeuse Lime and Stone
540.662.3855 x4037
Logan.Thompson@carmeuse.com
Project Information
Project Name: Carmeuse Rezoning Locality/County: Frederick
Project Location:
(Attach regional and site
specific location map)
north of Brucetown Rd, east of Route 11, east of W&W railroad, wet of Woodside
Rd
Submission Type Comp Plan Rezoning Site Plan Subd Plat
Project Description:
(Including details on the land
use, acreage, phasing, access
location, etc. Attach additional
sheet if necessary)
Rezoning of 330+/- acres from RA to EM
Proposed Use(s):
(Check all that apply; attach
additional pages as necessary)
Residential Commercial Mixed Use Other
Residential Uses(s)
Number of Units:
ITE LU Code(s):
Commercial Use(s)
ITE LU Code(s):
Square Ft or Other Variable:
Other Use(s)
ITE LU Code(s):
Independent Variable(s):
see notes in
assumptions
Total Peak Hour Trip
Projection: Less than 100 100 – 499 500 – 999 1,000 or more
97
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
Traffic Impact Analysis Assumptions
Study Period Existing Year: 2022 Build-out Year: 2035 Design Year: 2041
Study Area Boundaries
(Attach map)
North: Route 669 Rest Church
Rd South: Route 672 Hopewell Rd
East: Carmeuse Entrance West: I-81
External Factors That
Could Affect Project
(Planned road improvements,
other nearby developments)
none known
Consistency With
Comprehensive Plan
(Land use, transportation plan)
not currently
Available Traffic Data
(Historical, forecasts)
VDOT published traffic data and counts from previous studies
Trip Distribution
(Attach sketch)
Road Name: see attachment Road Name:
Road Name: Road Name:
Annual Vehicle Trip
Growth Rate: 1%
Peak Period for Study
(check all that apply) AM PM SAT
Peak Hour of the Generator
Study Intersections
and/or Road Segments
(Attach additional sheets as
necessary)
1.see attachment 6.
2. 7.
3. 8.
4. 9.
5. 10.
Trip Adjustment Factors Internal allowance: Yes No
Reduction: % trips
Pass-by allowance: Yes No
Reduction: % trips
Software Methodology Synchro HCS (v.2000/+) aaSIDRA CORSIM Other
Traffic Signal Proposed
or Affected
(Analysis software to be used,
progression speed, cycle length)
The traffic signals at Brucetown Rd/Hopewell Rd/Route 11 will continue to pass
Carmeuse traffic with no proposed Carmeuse traffic increase.
98
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
Improvement(s)
Assumed or to be
Considered Traffic signals at I-81 ramps proffered by Blain-Cline rezoning.
Background Traffic
Studies Considered none
Plan Submission Master Development Plan (MDP) Generalized Development Plan (GDP)
Preliminary/Sketch Plan Other Plan type (Final Site, Subd. Plan)
Additional Issues to be
Addressed
Queuing analysis Actuation/Coordination Weaving analysis
Merge analysis Bike/Ped Accommodations Intersection(s)
TDM Measures Other
NOTES on ASSUMPTIONS:
1.This project is not planned to increase quarry related traffic; it expands access to reserves. Existing historical
traffic volumes are provided in this document.
2.Merge analysis will be performed on the I-81 ramps.
3.An Operational Analysis will be performed where roadways are proposed to be removed or rerouted, to
include:
+ Analysis of current routes, traffic volumes, and travel times
+Identification of proposed road closures and relocations
+Identification of routes receiving diverted trips
+Analysis of routes receiving diverted trips
+Identification of areas that will be impacted
+Quantify the current and rerouted travel times
+Evaluate each property for access to a public roadway or dedicated ingress/egress easement
SIGNED: _______________________ DATE: ______________
Applicant or Consultant
PRINT NAME: _____________________________
Applicant or Consultant
3/23/22
Tim Stowe
99
It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding
geographic scope, alternate methodology, or other issues can be answered at the scoping meeting.
100
24 HR
Classified
Count
Study
Intersection
Study
Intersection
Study
Intersection
Quarry Ent
24 HR
Classified
Count
Study
Intersection
327.9 AC +/-
Exit 323
Exit 321
PROJECT
LOCATION
Study
Intersection
Quarry Ent
PROPOSED TRAFFIC COUNT LOCATIONSCARMEUSE REZONINGFREDERICK COUNTY, VArev. 3/23/22
101
40%
40%
10%
4%
4%
2%
327.9 AC +/-
Exit 323
Exit 321
PROJECT
LOCATION
PROPOSED TRIP DISTRIBUTIONCARMEUSE REZONINGFREDERICK COUNTY, VA102
Stowe Engineering, PLC
Tel 540.686.7373
Fax 540.301.1100
103 Heath Court
Winchester, VA 22602
01.17.2022 Memo
Background: Carmeuse Lime and Stone request the rezoning of 327.9 acres from RA to EM
zoning. The rezoning will allow Carmeuse to gain access to additional reserves to continue
operations at current levels. There is no plan to increase production, and therefore traffic is
expected to remain unchanged from present-day traffic volumes.
In recent years Carmeuse has relied heavily on rail to move large amounts of aggregate out of
the area. Locally, trucks transport aggregate, lime, and milled limestone. Almost all trucks
come from or head to the west on Brucetown Road. From there, the rips disburse on Route 11
or I-81.
The Institute for Transportation Engineer's Trip Generation Manual, the 11th edition, does not
have a land use category for surface mines. Therefore, historical count data and current
turning movement counts have been used to quantify the existing trips generated at the
Carmeuse plant in Clear Brook, VA.
Truck Design Hourly Volume: Carmeuse weighs all customer aggregate trucks when they
leave the property. All customer lime and milled limestone trucks cross the scales on arrival
and departure from the property. This action provides a historical record of the total number of
trucks leaving the property. Table 1 and Figure 1 on the following pages show the monthly and
daily average number of trucks crossing the scales in each of the last four years. The monthly
average number of trucks for each of the past 4 years was ordered from highest to lowest and
plotted from this data. See Table 2 and Figure 2. By evaluating the slope of the line, it
becomes easy to identify an overall daily design volume at 200 trucks/day based on the line's
upper break point.
Trip Generation: The daily design volume of trucks is 43% greater than the actual volume of
trucks that crossed the scales on November 16, 2021, the day the turning movement counts
were collected at the Carmeuse entrance. To calculate the average AM and PM peak hour
trips at the entrance, the peak hour turning movement volumes entering and leaving the site
was increased by 43%. The result is presented in Table 3, which also provides a breakdown of
non-customer trips, including 90 employees, 30 contractor employees (average), and 15 trips
for goods and services.
To
VDOT Land Use
Engineer, Edinburg, VA.
From
Tim Stowe
Stowe Engineering, PLC
CC
Transportation Planning,
Staunton Dist
Re
Traffic Study for
Carmeuse Rezoning,
Clear Brook, VA
103
01.17.2022 Memo Pg.02
Variations in the traffic volumes at Carmeuse are seasonal. And while the traffic data collected
for the Traffic Impact Analysis will include all Carmeuse related peak hour trips, the values
shown in Table 3 provide a conservative average of the daily and peak hour trips.
104
2018 2019 2020 2021 Notes
Jan 5006 2483 4101 2801
Feb 4451 1976 3146 2339
March 3788 3182 3468 3855
April 5155 3932 3825 3486
May 5181 4262 4096 3086
June 5223 4445 4308 4362
July 4699 4206 3950 3671
Aug 4106 4550 3140 3630
Sept 3652 6759 3553 3386
Oct 4380 6743 5082 3765
Nov 3733 3451 3281 3142 Nov 2021 Average = 126/day
Dec 3053 2711 2391 3389
Total 52427 48700 44341 40912
Month Truck Avg 4,369 4,058 3,695 3,656
Daily Truck Avg 175 162 148 146 Using 25 days per month(excluding Sat's)
TABLE 1. MONTHLY TRUCK VOLUMES CROSSING SCALES
Carmeuse Lime and Stone
Clear Brook, VA
105
0
1000
2000
3000
4000
5000
6000
7000
8000
Jan Feb March April May June July Aug Sept Oct Nov Dec
Figure 1. Monthly Truck Volumes Crossing Scales
2018 2019 2020 2021
106
2018
2018
Daily
Average
2019
2019
Daily
Average
2020
2020
Daily
Average
2021
2021
Daily
Average
Jan 5006 200 2483 99 4101 164 2801 112
Feb 4451 178 1976 79 3146 126 2339 94 = Max
March 3788 152 3182 127 3468 139 3855 154
April 5155 206 3932 157 3825 153 3486 139 = Min
May 5181 207 4262 170 4096 164 3086 123
June 5223 209 4445 178 4308 172 4362 174
July 4699 188 4206 168 3950 158 3671 147
Aug 4106 164 4550 182 3140 126 3630 145
Sept 3652 146 6759 270 3553 142 3386 135
Oct 4380 175 6743 270 5082 203 3765 151
Nov 3733 149 3451 138 3281 131 3142 126
Dec 3053 122 2711 108 2391 96 3389 136
Table 2. Average Daily Truck Volumes Crossing Scales
Carmeuse Lime and Stone
Clear Brook, Virginia
107
0
50
100
150
200
250
300
Figure 2. Average Daily Truck Volume Crossing Scales
January 2018 to December 2021
Design Point
=200
Max
Min
108
enter exit enter exit
Design Volume Daily Trucks @
scales (from graph)200 45 10 3 27 400
Employees (90+/-)90 20 5 1 12 180
Contractor Employees (30+/-)30 7 2 0 4 60
Goods and Services deliveries
(15+/-)15 3 1 0 2 30
Total Carmeuse Traffic 335 76 17 4 46 670
Note 1 11/16/21 peak hour turning movement volumes have been increased by 43% to align with the design hour daily
values
AM PM
Table 3. Peak Hour Traffic Volumes
Carmeuse Lime and Stone Quarry
Clear Brook, Frederick County, VA
14-Jan-22
Source: Carmeuse &11/16/21 Traffic Count Data
Peak Hour1
Traffic Generator One Way
Volume
ADT = One-Way
Volume * 2
109
110
111
112
enter exit enter exit
Design Volume Daily Trucks @
scales (from graph)200 45 10 3 27 400
Employees (90+/-)90 20 5 1 12 180
Contractor Employees (30+/-)30 7 2 0 4 60
Goods and Services deliveries
(15+/-)15 3 1 0 2 30
Total Carmeuse Traffic 335 76 17 4 46 670
Note 1 11/16/21 peak hour turning movement volumes have been increased by 43% to align with the design hour daily
values
AM PM
Table 3. Peak Hour Traffic Volumes
Carmeuse Lime and Stone Quarry
Clear Brook, Frederick County, VA
14-Jan-22
Source: Carmeuse &11/16/21 Traffic Count Data
Peak Hour1
Traffic Generator One Way
Volume
ADT = One-Way
Volume * 2
113
Appendix B
Traffic Count Data
114
CARS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 NB On Ramp - I-81 NB Off Ramp Date: November 16, 2021 Tuesday
and: Route 672 (Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 3
TOTAL
on: I-81 NB On Ramp on: I-81 NB Off Ramp on:Route 672 (Hopewell Rd)on:Route 672 (Hopewell Rd)N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:1500000510061412002609301244
6:15 - 6:300000012100131620003609501463
6:30 - 6:450000020000208130021027102869
6:45 - 7:0000000190302213230036032103391
7:00 - 7:1500000150301814260040034503997
7:15 - 7:30000001603019133100440472049112
7:30 - 7:45000002125028253600610850186175
7:45 - 8:0000000170101892100300645069117
8:00 - 8:1500000160101710210031048305199
8:15 - 8:3000000100501592200310537060106
8:30 - 8:4500000130201510290140039404398
8:45 - 9:000000014040182330035030303386
3 Hr Totals 0000017842702091432870143104773915171157
1 Hr Totals
6:00 - 7:0000000562306151680011907710087267
6:15 - 7:150000066160735182001330102120114320
6:30 - 7:30000007009079489300141014090149369
6:45 - 7:4500000712140876511600181019881207475
7:00 - 8:00000006921208361114001750230121243501
7:15 - 8:15000007021008257109001660244101255503
7:30 - 8:30000006421207853100001530250151266497
7:45 - 8:450000056090653893011320204190223420
8:00 - 9:00000005301206531105011370170170187389
PEAK HOUR
7:00 - 8:00 000006921208361114001750230121243501
PM
3:00 - 3:150000024050299290038013501885
3:15 - 3:30000002215028243800620226028118
3:30 - 3:4500000220150371920003901611027103
3:45 - 4:00000001605021155400690287035125
4:00 - 4:150000014180231841005902014034116
4:15 - 4:30000002209031244200660328040137
4:30 - 4:450000017060232653007901826044146
4:45 - 5:00000002107028154300580228030116
5:00 - 5:1500000190130322436006002713040132
5:15 - 5:3000000190110301359007203915054156
5:30 - 5:450000017017034144400580209029121
5:45 - 6:00000001601102713280041023102492
3 Hr Totals 000002292112034321448700701028012304031447
1 Hr Totals
3:00 - 4:00000008413001156714100208079290108431
3:15 - 4:15000007423301097615300229086380124462
3:30 - 4:30000007413701127615700233096400136481
3:45 - 4:4500000691280988319000273098550153524
4:00 - 5:00000007413001058317900262092560148515
4:15 - 5:15000007903501148917400263099550154531
4:30 - 5:300000076037011378191002690106620168550
4:45 - 5:450000076048012466182002480108450153525
5:00 - 6:000000071052012364167002310109380147501
PEAK HOUR
4:30 - 5:30 0010176037011378191002690106620168551
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
115
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 SB Off Ramp - I-81 SB On Ramp Date: November 16, 2021 Tuesday
and: Route 672 (Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 SB Off Ramp on: I-81 SB On Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15007070000001130143500829
6:15 - 6:30411001500000051902468001453
6:30 - 6:454020024000000412016811001959
6:45 - 7:00160250410000001119030714002192
7:00 - 7:1550270320000008240321022003296
7:15 - 7:302414106600000015200356180024125
7:30 - 7:458218401670010103650411170018227
7:45 - 8:0012026601880000001930223120015225
8:00 - 8:15532410960000001840221170018136
8:15 - 8:30205450700000002061274210126123
8:30 - 8:451432103800000016262448190027109
8:45 - 9:00321702200000016330498260034105
3 Hr Totals 345174040766001010169184335665190012561379
1 Hr Totals
6:00 - 7:0024162087000000216308424380062233
6:15 - 7:152918201120000002874010231550086300
6:30 - 7:3049111301630000003875011331650096372
6:45 - 7:45127217703060010107068013824710095540
7:00 - 8:00231421804530010107852013020690089673
7:15 - 8:15279623205170010108832012011640075713
7:30 - 8:30275102360521001010931811129670177711
7:45 - 8:452071217303920000007339311516690186593
8:00 - 9:009012124022600000070693142218301105473
PEAK HOUR
7:15 - 8:15 279623205170010108832012011640075713
PM
3:00 - 3:153090120000001918037114001564
3:15 - 3:303090120000001928047521002685
3:30 - 3:457070140000002317040524002983
3:45 - 4:00101401500000030390696260032116
4:00 - 4:15501502000000027280555230028103
4:15 - 4:30211601900000025280536250031103
4:30 - 4:45301101400000028320600360036110
4:45 - 5:0040150190000002429053819002799
5:00 - 5:15101201300000031260576330039109
5:15 - 5:30101902000000021480698370045134
5:30 - 5:45301301600000031330643200023103
5:45 - 6:0030130160000001526041113001471
3 Hr Totals 3611530190000000293352064554291003451180
1 Hr Totals
3:00 - 4:0014039053000000911020193178500102348
3:15 - 4:1516045061000000991120211219400115387
3:30 - 4:30151520680000001051120217229800120405
3:45 - 4:451115606800000011012702371711000127432
4:00 - 5:001415707200000010411702211910300122415
4:15 - 5:151015406500000010811502232011300133421
4:30 - 5:30905706600000010413502392212500147452
4:45 - 5:45905906800000010713602432510900134445
5:00 - 6:0080570650000009813302311810300121417
PEAK HOUR
4:30 - 5:30 905706600000010413502392212500147452
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
116
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: Quarry Rd - Quarry Entrance Date: November 16, 2021 Tuesday
and: Route 672 (Brucetown Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: Quarry Rd on: Quarry Entrance on: Route 672 (Brucetown Rd) on: Route 672 (Brucetown Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15000000080801620181300430
6:15 - 6:300000000202025002576001340
6:30 - 6:45000000020201700171413002746
6:45 - 7:00000000040402200221810002854
7:00 - 7:1500000002020250025168002451
7:15 - 7:30000000020203000301311002456
7:30 - 7:450000000404032003265001147
7:45 - 8:0000000005050220022413001744
8:00 - 8:1500000002020220022713002044
8:15 - 8:3000000003030240024810001845
8:30 - 8:450000000707036003665001154
8:45 - 9:0000000104050230023621002755
3 Hr Totals 00000104504602942029610611800224566
1 Hr Totals
6:00 - 7:00000000016016080208240320072170
6:15 - 7:15000000010010089008955370092191
6:30 - 7:300000000100100940094614200103207
6:45 - 7:4500000001201201090010953340087208
7:00 - 8:0000000001301301090010939370076198
7:15 - 8:1500000001301301060010630420072191
7:30 - 8:3000000001401401000010025410066180
7:45 - 8:4500000001701701040010425410066187
8:00 - 9:0000000101601701050010527490076198
PEAK HOUR
6:45 - 7:45 00000001201201090010953340087208
PM
3:00 - 3:1500000106070130013616002242
3:15 - 3:3000000008080210021223002554
3:30 - 3:4500000005160220022432003664
3:45 - 4:0000000006060290029127002863
4:00 - 4:150000000170170150015127002860
4:15 - 4:3000000006060290029030003065
4:30 - 4:4500000004040150015224002645
4:45 - 5:0000000004040250025129003059
5:00 - 5:150000000110110240024032003267
5:15 - 5:300000020160180350035234003689
5:30 - 5:4500000001010170017028002846
5:45 - 6:0000000000000140014535004054
3 Hr Totals 0000030841880259002592433700361708
1 Hr Totals
3:00 - 4:000000010251270850085139800111223
3:15 - 4:150000000361370870087810900117241
3:30 - 4:300000000341350950095611600122252
3:45 - 4:450000000330330880088410800112233
4:00 - 5:000000000310310840084411000114229
4:15 - 5:150000000250250930093311500118236
4:30 - 5:300000020350370990099511900124260
4:45 - 5:45000002032034010100101312300126261
5:00 - 6:000000020280300900090712900136256
PEAK HOUR
4:45 - 5:45 000002032034010100101312300126261
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
117
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 18, 2021 Thursday
and: Branson Spring Rd Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Branson Spring Rd on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:1503300331240025000000000058
6:15 - 6:3006000601210022000000000082
6:30 - 6:4506210630330033100010000097
6:45 - 7:00080008023600382000200000120
7:00 - 7:1505310542330035001010000090
7:15 - 7:30061006114600471010200000110
7:30 - 7:45099009902700272000200000128
7:45 - 8:00088008803700370010100000126
8:00 - 8:1505400540270128001010000083
8:15 - 8:30060006004100410030300000104
8:30 - 8:45063306623200341000100000101
8:45 - 9:0004210431450046002020000091
3 Hr Totals 0755607611040201413709016000001190
1 Hr Totals
6:00 - 7:000235102364114001183000300000357
6:15 - 7:150255202575123001283010400000389
6:30 - 7:300256202585148001534020600000417
6:45 - 7:450293102945142001475020700000448
7:00 - 8:000301103023143001463030600000454
7:15 - 8:150302003021137011393030600000447
7:30 - 8:300301003010132011332050700000441
7:45 - 8:450265302682137011401050600000414
8:00 - 9:000219402233145011491060700000379
PEAK HOUR
7:00 - 8:00 0301103023143001463030600000454
PM
3:00 - 3:15042304508300832000200000130
3:15 - 3:30042004207600760000000000118
3:30 - 3:45050005029600981020300000151
3:45 - 4:0005610572108001101020300000170
4:00 - 4:1505500550115001151000100000171
4:15 - 4:3005510562102001040010100000161
4:30 - 4:4506710680102001020020200000172
4:45 - 5:0006500650112001120010100000178
5:00 - 5:1505310540120001202010300000177
5:15 - 5:3005300530102001021000100000156
5:30 - 5:4506100613119001220000000000183
5:45 - 6:0004200421105011070000000000149
3 Hr Totals 0 641 7 0 648 10 1240 0 1 1251 809017000001916
1 Hr Totals
3:00 - 4:000190401944363003674040800000569
3:15 - 4:150203102044395003993040700000610
3:30 - 4:300216202186421004273050800000653
3:45 - 4:450233302364427004312050700000674
4:00 - 5:000242202442431004331040500000682
4:15 - 5:150240302432436004382050700000688
4:30 - 5:300238202400436004363040700000683
4:45 - 5:450232102333453004563020500000694
5:00 - 6:000209102104446014513010400000665
PEAK HOUR
4:45 - 5:45 0232102333453004563020500000694
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
118
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 16, 2021 Tuesday
and: Route 672 (Brucetown Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 0 49 0 0 49 6 20 0 0 26 4 0 23 0 27 0 0 0 0 0 102
6:15 - 6:30 0 71 1 0 72 12 29 0 0 41 4 0 18 0 22 0 0 0 0 0 135
6:30 - 6:45 0 57 3 0 60 30 30 0 0 60 1 0 19 0 20 0 0 0 0 0 140
6:45 - 7:00 0 70 6 0 76 29 33 0 0 62 5 0 26 0 31 0 0 0 0 0 169
7:00 - 7:15 0 63 8 0 71 26 36 0 0 62 3 0 30 0 33 0 0 0 0 0 166
7:15 - 7:30 0 74 7 0 81 18 43 0 0 61 4 0 37 0 41 0 0 0 0 0 183
7:30 - 7:45 0 89 0 0 89 14 43 0 0 57 2 0 32 0 34 0 0 0 0 0 180
7:45 - 8:00 0 94 5 0 99 28 36 0 0 64 6 0 27 0 33 0 0 0 0 0 196
8:00 - 8:15 0 80 5 0 85 19 43 0 0 62 2 0 27 0 29 0 0 0 0 0 176
8:15 - 8:30 0 98 1 0 99 16 25 0 0 41 3 0 22 0 25 0 0 0 0 0 165
8:30 - 8:45 0 91 2 0 93 14 30 0 0 44 1 0 44 0 45 0 0 0 0 0 182
8:45 - 9:00 0 93 5 0 98 25 43 0 0 68 6 0 30 0 36 0 0 0 0 0 202
3 Hr Totals 0 929 43 0 972 237 411 0 0 648 41 0 335 0 376 0 0 0 0 0 1996
1 Hr Totals
6:00 - 7:00 0 247 10 0 257 77 112 0 0 189 14 0 86 0 100 0 0 0 0 0 546
6:15 - 7:15 0 261 18 0 279 97 128 0 0 225 13 0 93 0 106 0 0 0 0 0 610
6:30 - 7:30 0 264 24 0 288 103 142 0 0 245 13 0 112 0 125 0 0 0 0 0 658
6:45 - 7:45 0 296 21 0 317 87 155 0 0 242 14 0 125 0 139 0 0 0 0 0 698
7:00 - 8:00 0 320 20 0 340 86 158 0 0 244 15 0 126 0 141 0 0 0 0 0 725
7:15 - 8:15 0 337 17 0 354 79 165 0 0 244 14 0 123 0 137 0 0 0 0 0 735
7:30 - 8:30 0 361 11 0 372 77 147 0 0 224 13 0 108 0 121 0 0 0 0 0 717
7:45 - 8:45 0 363 13 0 376 77 134 0 0 211 12 0 120 0 132 0 0 0 0 0 719
8:00 - 9:00 0 362 13 0 375 74 141 0 0 215 12 0 123 0 135 0 0 0 0 0 725
PEAK HOUR
7:15 - 8:15 0 337 17 0 354 79 165 0 0 244 14 0 123 0 137 0 0 0 0 0 735
PM
3:00 - 3:15 0 57 7 0 64 22 90 0 0 112 5 0 23 0 28 0 0 0 0 0 204
3:15 - 3:30 0 42 7 0 49 30 75 0 0 105 11 0 32 0 43 0 0 0 0 0 197
3:30 - 3:45 0 54 7 0 61 43 98 0 0 141 9 0 24 0 33 0 0 0 0 0 235
3:45 - 4:00 0 77 6 0 83 31 102 0 0 133 9 0 37 0 46 0 0 0 0 0 262
4:00 - 4:15 0 46 6 0 52 29 113 0 0 142 11 0 33 0 44 0 0 0 0 0 238
4:15 - 4:30 0 58 5 0 63 28 111 0 0 139 11 0 36 0 47 0 0 0 0 0 249
4:30 - 4:45 0 50 4 0 54 26 97 0 0 123 6 0 25 0 31 0 0 0 0 0 208
4:45 - 5:00 0 56 8 0 64 29 110 0 0 139 7 0 29 0 36 0 0 0 0 0 239
5:00 - 5:15 0 74 3 0 77 33 98 0 0 131 6 0 31 0 37 0 0 0 0 0 245
5:15 - 5:30 0 58 4 0 62 32 113 0 0 145 3 0 51 0 54 0 0 0 0 0 261
5:30 - 5:45 0 76 0 0 76 34 102 0 0 136 7 0 21 0 28 0 0 0 0 0 240
5:45 - 6:00 0 49 6 0 55 36 103 0 0 139 6 0 15 0 21 0 0 0 0 0 215
3 Hr Totals 0 697 63 0 760 373 1212 0 0 1585 91 0 357 0 448 0 0 0 0 0 2793
1 Hr Totals
3:00 - 4:00 0 230 27 0 257 126 365 0 0 491 34 0 116 0 150 0 0 0 0 0 898
3:15 - 4:15 0 219 26 0 245 133 388 0 0 521 40 0 126 0 166 0 0 0 0 0 932
3:30 - 4:30 0 235 24 0 259 131 424 0 0 555 40 0 130 0 170 0 0 0 0 0 984
PHF 0.76 0.86 0.76 0.94 0.91 0.88 0.97
%T 5.5% 4.2% 6.1% 4.7% 2.5% 6.9% 1.4%
3:45 - 4:45 0 231 21 0 252 114 423 0 0 537 37 0 131 0 168 0 0 0 0 0 957
4:00 - 5:00 0 210 23 0 233 112 431 0 0 543 35 0 123 0 158 0 0 0 0 0 934
4:15 - 5:15 0 238 20 0 258 116 416 0 0 532 30 0 121 0 151 0 0 0 0 0 941
4:30 - 5:30 0 238 19 0 257 120 418 0 0 538 22 0 136 0 158 0 0 0 0 0 953
4:45 - 5:45 0 264 15 0 279 128 423 0 0 551 23 0 132 0 155 0 0 0 0 0 985
5:00 - 6:00 0 257 13 0 270 135 416 0 0 551 22 0 118 0 140 0 0 0 0 0 961
PEAK HOUR
4:45 - 5:45 0 264 15 0 279 128 423 0 0 551 23 0 132 0 155 0 0 0 0 0 985
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
119
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 16, 2021 Tuesday
and: Route 672 (Brucetown Rd-Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 8 39 0 0 47 3 16 11 0 30 4 11 12 0 27 7 3 4 0 14 118
6:15 - 6:30 9 63 1 0 73 5 23 16 0 44 4 8 10 0 22 5 7 6 0 18 157
6:30 - 6:4585030611221904219701714179040160
6:45 - 7:00 7 62 4 0 73 13 27 17 0 57 5 16 10 0 31 17 15 6 0 38 199
7:00 - 7:15 17 46 7 0 70 9 31 13 0 53 3 14 15 0 32 18 18 4 0 40 195
7:15 - 7:30 18 58 6 0 82 10 36 17 0 63 3 20 12 0 35 23 7 9 0 39 219
7:30 - 7:45 13 74 0 0 87 2 37 24 0 63 2 16 18 0 36 98 10 6 0 114 300
7:45 - 8:00 7 88 5 0 100 11 27 9 0 47 5 15 12 0 32 73 17 9 0 99 278
8:00 - 8:15 7 72 5 0 84 6 33 19 0 58 3 7 19 0 29 60 13 10 0 83 254
8:15 - 8:30 9 87 1 0 97 9 18 22 0 49 3 6 15 0 24 49 7 6 0 62 232
8:30 - 8:45 21 70 3 0 94 5 21 10 0 36 4 21 23 0 48 40 9 7 0 56 234
8:45 - 9:00 30 66 5 0 101 18 33 8 0 59 6 11 19 0 36 36 6 10 0 52 248
3 Hr Totals 154 775 40 0 969 103 323 175 0 601 43 154 172 0 369 440 129 86 0 655 2594
1 Hr Totals
6:00 - 7:00 32 214 8 0 254 33 87 53 0 173 14 44 39 0 97 43 42 25 0 110 634
6:15 - 7:15 41 221 15 0 277 39 102 55 0 196 13 47 42 0 102 54 57 25 0 136 711
6:30 - 7:30 50 216 20 0 286 44 115 56 0 215 12 59 44 0 115 72 57 28 0 157 773
6:45 - 7:45 55 240 17 0 312 34 131 71 0 236 13 66 55 0 134 156 50 25 0 231 913
7:00 - 8:00 55 266 18 0 339 32 131 63 0 226 13 65 57 0 135 212 52 28 0 292 992
7:15 - 8:15 45 292 16 0 353 29 133 69 0 231 13 58 61 0 132 254 47 34 0 335 1051
7:30 - 8:30 36 321 11 0 368 28 115 74 0 217 13 44 64 0 121 280 47 31 0 358 1064
7:45 - 8:45 44 317 14 0 375 31 99 60 0 190 15 49 69 0 133 222 46 32 0 300 998
8:00 - 9:00 67 295 14 0 376 38 105 59 0 202 16 45 76 0 137 185 35 33 0 253 968
PEAK HOUR
7:30 - 8:30 36 321 11 0 368 28 115 74 0 217 13 44 64 0 121 280 47 31 0 358 1064
PM
3:00 - 3:15 16 49 7 0 72 13 70 14 0 97 5 15 5 0 25 13 8 18 0 39 233
3:15 - 3:30 12 41 7 0 60 17 61 22 0 100 11 21 13 0 45 15 14 11 0 40 245
3:30 - 3:45 8 64 6 0 78 22 82 23 0 127 7 8 16 0 31 13 19 17 0 49 285
3:45 - 4:00 22 70 6 0 98 17 89 24 0 130 9 16 14 0 39 17 13 13 0 43 310
4:00 - 4:15 14 38 6 0 58 18 94 25 0 137 10 21 10 0 41 13 11 19 0 43 279
4:15 - 4:30 15 42 4 0 61 10 90 28 0 128 10 19 16 0 45 15 13 19 0 47 281
4:30 - 4:45 14 36 4 0 54 15 81 28 0 124 6 16 10 0 32 15 10 17 0 42 252
4:45 - 5:00 16 40 7 0 63 14 101 23 0 138 6 13 15 0 34 18 16 10 0 44 279
5:00 - 5:15 21 53 3 0 77 14 82 25 0 121 6 14 16 0 36 23 19 15 0 57 291
5:15 - 5:30 10 48 4 0 62 17 97 24 0 138 3 35 16 0 54 23 15 13 0 51 305
5:30 - 5:45 15 61 0 0 76 24 91 12 0 127 7 17 4 0 28 19 9 15 0 43 274
5:45 - 6:00104040541886190123687021111915045243
3 Hr Totals 173 582 58 0 813 199 1024 267 0 1490 86 203 142 0 431 195 166 182 0 543 3277
1 Hr Totals
3:00 - 4:00 58 224 26 0 308 69 302 83 0 454 32 60 48 0 140 58 54 59 0 171 1073
3:15 - 4:15 56 213 25 0 294 74 326 94 0 494 37 66 53 0 156 58 57 60 0 175 1119
3:30 - 4:30 59 214 22 0 295 67 355 100 0 522 36 64 56 0 156 58 56 68 0 182 1155
3:45 - 4:45 65 186 20 0 271 60 354 105 0 519 35 72 50 0 157 60 47 68 0 175 1122
4:00 - 5:00 59 156 21 0 236 57 366 104 0 527 32 69 51 0 152 61 50 65 0 176 1091
4:15 - 5:15 66 171 18 0 255 53 354 104 0 511 28 62 57 0 147 71 58 61 0 190 1103
4:30 - 5:30 61 177 18 0 256 60 361 100 0 521 21 78 57 0 156 79 60 55 0 194 1127
4:45 - 5:45 62 202 14 0 278 69 371 84 0 524 22 79 51 0 152 83 59 53 0 195 1149
5:00 - 6:00 56 202 11 0 269 73 356 80 0 509 22 74 43 0 139 76 62 58 0 196 1113
PEAK HOUR
3:30 - 4:30 59 214 22 0 295 67 355 100 0 522 36 64 56 0 156 58 56 68 0 182 1155
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
120
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 16, 2021 Tuesday
and: Route 672 (Hopewell Rd) Weather: Cool, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: US 11 on: US 11 on: on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15195100700191103000000706013113
6:15 - 6:301773009002716043000005013018151
6:30 - 6:452057007703390420000014027041160
6:45 - 7:0024720096039170560000017021038190
7:00 - 7:1531610092040130530000018022040185
7:15 - 7:30387000108045170620000024016040210
7:30 - 7:452991001200392406300000980160114297
7:45 - 8:00221000012203490430000073026099264
8:00 - 8:15169000106036200560000061022083245
8:15 - 8:301610200118023220450000049014063226
8:30 - 8:45429300135026100360000039016055226
8:45 - 9:0040840012404980570000039017056237
3 Hr Totals 314 944 0 0 1258 0 410 176 0 586 00000444021606602504
1 Hr Totals
6:00 - 7:008025300333011853017100000430670110614
6:15 - 7:159226300355013955019400000540830137686
6:30 - 7:3011326000373015756021300000730860159745
6:45 - 7:45122294004160163710234000001570750232882
7:00 - 8:00120322004420158630221000002130800293956
7:15 - 8:151053510045601547002240000025608003361016
7:30 - 8:30833830046601327502070000028107803591032
7:45 - 8:4596385004810119610180000002220780300961
8:00 - 9:00114369004830134600194000001880690257934
PEAK HOUR
7:30 - 8:30 833830046601327502070000028107803591032
PM
3:00 - 3:1529480077083140970000012026038212
3:15 - 3:3032410073076210970000015021036206
3:30 - 3:451763008001042401280000013034047255
3:45 - 4:0042700011201042501290000017024041282
4:00 - 4:153548008301122401360000013030043262
4:15 - 4:303556009101012601270000014036050268
4:30 - 4:45304600760962901250000013027040241
4:45 - 5:003053008301152201370000017025042262
5:00 - 5:153870001080972501220000023034057287
5:15 - 5:3045640010901162401400000023030053302
5:30 - 5:453265009701111301240000018024042263
5:45 - 6:001847006501061801240000011033044233
3 Hr Totals 383 671 0 0 1054 0 1221 265 0 1486 00000189034405333073
1 Hr Totals
3:00 - 4:00120222003420367840451000005701050162955
3:15 - 4:151262220034803969404900000058010901671005
3:30 - 4:301292370036604219905200000057012401811067
PHF 0.77 0.85 0.94 0.95 0.84 0.86
%T 10% 3% 5% 8% 9% 5%
3:45 - 4:4514222000362041310405170000057011701741053
4:00 - 5:0013020300333042410105250000057011801751033
4:15 - 5:1513322500358040910205110000067012201891058
4:30 - 5:3014323300376042410005240000076011601921092
4:45 - 5:451492520040104398405230000081011301941118
5:00 - 6:001332460037904308005100000075012101961085
PEAK HOUR
4:45 - 5:45 1452520039704398405230000081011301941114
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
121
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 NB On-Off Ramp Date: May 17, 2022 Tuesday
and: Route 672 (Hopewell Rd) Weather: Warm, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 NB On-Off Ramp on: I-81 NB On-Off Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:150000080201012490061010301384
6:15 - 6:300000011010128570065015401996
6:30 - 6:4500000290103014210035023402792
6:45 - 7:00000001711019162600420318039100
7:00 - 7:1500000100201216290045030223491
7:15 - 7:30000001806024203900590317038121
7:30 - 7:45000001908027253300580314035120
7:45 - 8:0000000151301912370049020602694
8:00 - 8:1500000162402210230033028603489
8:15 - 8:30000001601017103400440355040101
8:30 - 8:450000016050219310040030003091
8:45 - 9:000000090201112350047025603189
3 Hr Totals 0000018443602241644140057803095523661168
1 Hr Totals
6:00 - 7:00000006515071501530020307919098372
6:15 - 7:150000067150735413300187099182119379
6:30 - 7:30000007411008566115001810115212138404
6:45 - 7:45000006411708277127002040123212146432
7:00 - 8:00000006211908273138002110112192133426
7:15 - 8:15000006832109267132001990110230133424
7:30 - 8:30000006631608557127001840114210135404
7:45 - 8:45000006331307941125001660113170130375
8:00 - 9:00000005721207141123001640118170135370
PEAK HOUR
6:45 - 7:45 000006411708277127002040123212146432
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
122
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 SB Off-On Ramp Date: May 17, 2022 Tuesday
and: Route 672 (Hopewell Rd) Weather: Warm, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 SB Off-On Ramp on: I-81 SB Off-On Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:150050500000064605278001572
6:15 - 6:30401311800000055305886001490
6:30 - 6:454116021000000913022612001861
6:45 - 7:0015023038000000223025914002386
7:00 - 7:158019027000000924033716002383
7:15 - 7:3050200250000001329042619002592
7:30 - 7:45100180280000001330043215001788
7:45 - 8:0090140230000001523038312001576
8:00 - 8:155018023000000619025716002371
8:15 - 8:304017021000000828036522002784
8:30 - 8:4530140170000001026036416002073
8:45 - 9:0000120120000001720037719002675
3 Hr Totals 671189125800000011333404477117500246951
1 Hr Totals
6:00 - 7:002315718200000022135015730400070309
6:15 - 7:1531171110400000025113013830480078320
6:30 - 7:303217801110000003389012228610089322
6:45 - 7:4538080011800000037106014324640088349
7:00 - 8:0032071010300000050106015618620080339
7:15 - 8:152907009900000047101014818620080327
7:30 - 8:302806709500000042100014217650082319
7:45 - 8:45210630840000003996013519660085304
8:00 - 9:00120610730000004193013423730096303
PEAK HOUR
6:45 - 7:45 38080011800000037106014324640088349
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
123
TOTALS TURNING MOVEMENT COUNT - SUMMARYCounted by: VCUIntersection of: US 11 Date: May 17, 2022 Tuesdayand: Brucetown Rd-Hopewell Rd Weather: Warm, ClearLocation: Frederick County, Virginia Entered by: CK Star Rating: 3TOTALon: US 11 on: US 11 on: Brucetown Rd-Hopewell Rd on: Brucetown Rd-Hopewell Rd N + STIME+RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTALE + WAM6:00 - 6:15419610138210902111070182850151926:15 - 6:3047817013582790441850146940192126:30 - 6:45 12 78 4 0 94 6 18 10 0 34 5 13 9 0 27 13 18 9 0 40 1956:45 - 7:00 8 60 3 0 71 11 29 17 0 57 3 17 16 0 36 21 19 5 0 45 2097:00 - 7:15 15 59 5 0 79 6 34 14 0 54 4 17 9 0 30 18 7 4 0 29 1927:15 - 7:30 18 62 4 0 84 9 29 20 0 58 3 17 11 0 31 16 11 13 0 40 2137:30 - 7:45 17 69 2 0 88 6 27 20 0 53 7 18 17 0 42 16 15 9 0 40 2237:45 - 8:00 15 71 5 0 91 10 35 11 0 56 5 13 11 0 29 12 10 8 0 30 2068:00 - 8:15 5 43 5 0 53 9 25 9 0 43 5 12 10 0 27 20 7 13 0 40 1638:15 - 8:30 14 58 0 0 72 3 35 7 0 45 4 21 20 0 45 19 15 7 0 41 2038:30 - 8:45 13 57 5 0 75 6 39 7 0 52 4 13 14 0 31 22 5 11 0 38 1968:45 - 9:00 16 58 8 0 82 12 46 18 0 76 4 7 13 0 24 15 8 11 0 34 2163 Hr Totals221 792 49 0 1062 88 354 151 0 593 46 166 142 0 354 180 132 99 0 411 24201 Hr Totals6:00 - 7:00 108 315 15 0 438 27 84 45 0 156 10 48 37 0 95 42 54 23 0 119 8086:15 - 7:15 82 278 19 0 379 31 108 50 0 189 13 55 39 0 107 58 53 22 0 133 8086:30 - 7:30 53 259 16 0 328 32 110 61 0 203 15 64 45 0 124 68 55 31 0 154 8096:45 - 7:45 58 250 14 0 322 32 119 71 0 222 17 69 53 0 139 71 52 31 0 154 8377:00 - 8:00 65 261 16 0 342 31 125 65 0 221 19 65 48 0 132 62 43 34 0 139 8347:15 - 8:15 55 245 16 0 316 34 116 60 0 210 20 60 49 0 129 64 43 43 0 150 8057:30 - 8:30 51 241 12 0 304 28 122 47 0 197 21 64 58 0 143 67 47 37 0 151 7957:45 - 8:45 47 229 15 0 291 28 134 34 0 196 18 59 55 0 132 73 37 39 0 149 7688:00 - 9:00 48 216 18 0 282 30 145 41 0 216 17 53 57 0 127 76 35 42 0 153 778PEAK HOUR6:45 - 7:4558 250 14 0 322 32 119 71 0 222 17 69 53 0 139 71 52 31 0 154 837TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
124
CARS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: May 17, 2022 Tuesday
and: Route 672 (Brucetown Rd) Weather: Warm, Clear
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 132 1 0 133 10 15 0 25 1 14 0 15 0 173
6:15 - 6:30 127 3 0 130 18 29 0 47 0 12 0 12 0 189
6:30 - 6:45 85 2 0 87 18 25 0 43 4 19 0 23 0 153
6:45 - 7:00 66 2 0 68 24 30 0 54 2 28 0 30 0 152
7:00 - 7:15 67 5 0 72 11 36 0 47 4 23 0 27 0 146
7:15 - 7:30 77 4 0 81 17 37 0 54 3 26 0 29 0 164
7:30 - 7:45 80 2 0 82 13 34 0 47 7 31 0 38 0 167
7:45 - 8:00 81 5 0 86 17 36 0 53 5 20 0 25 0 164
8:00 - 8:15 45 3 0 48 12 33 0 45 6 21 0 27 0 120
8:15 - 8:30 70 0 0 70 13 33 0 46 5 38 0 43 0 159
8:30 - 8:45 68 5 0 73 8 46 0 54 4 21 0 25 0 152
8:45 - 9:00 66 7 0 73 18 52 0 70 4 17 0 21 0 164
3 Hr Totals 0 964 39 0 1003 179 406 0 0 585 45 0 270 0 315 0 0 0 0 0 1903
1 Hr Totals
6:00 - 7:00 0 410 8 0 418 70 99 0 0 169 7 0 73 0 80 0 0 0 0 0 667
6:15 - 7:15 0 345 12 0 357 71 120 0 0 191 10 0 82 0 92 0 0 0 0 0 640
6:30 - 7:30 0 295 13 0 308 70 128 0 0 198 13 0 96 0 109 0 0 0 0 0 615
6:45 - 7:45 0 290 13 0 303 65 137 0 0 202 16 0 108 0 124 0 0 0 0 0 629
7:00 - 8:00 0 305 16 0 321 58 143 0 0 201 19 0 100 0 119 0 0 0 0 0 641
7:15 - 8:15 0 283 14 0 297 59 140 0 0 199 21 0 98 0 119 0 0 0 0 0 615
7:30 - 8:30 0 276 10 0 286 55 136 0 0 191 23 0 110 0 133 0 0 0 0 0 610
7:45 - 8:45 0 264 13 0 277 50 148 0 0 198 20 0 100 0 120 0 0 0 0 0 595
8:00 - 9:00 0 249 15 0 264 51 164 0 0 215 19 0 97 0 116 0 0 0 0 0 595
PEAK HOUR
6:00 - 7:00 0 410 8 0 418 70 99 0 0 169 7 0 73 0 80 0 0 0 0 0 667
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
125
TOTALS TURNING MOVEMENT COUNT - SUMMARYCounted by: VCUIntersection of: US 11 Date: May 17, 2022 Tuesdayand: Route 672 (Hopewell Rd) Weather: Warm, ClearLocation: Frederick County, Virginia Entered by: CK Star Rating: 4TOTALon: US 11 on: US 11 on: on: Route 672 (Hopewell Rd) N + STIME+RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTALE + WAM6:00 - 6:15511030015401290210000020130151906:15 - 6:3055860014103690450000060140202066:30 - 6:452588001130231003300000130270401866:45 - 7:002576001010391705600000210240452027:00 - 7:153367001000401405400000190110301847:15 - 7:303573001080382005800000160240402067:30 - 7:453486001200332005300000160231402137:45 - 8:002882001100441105500000120170291948:00 - 8:1517530070034904300000200210411548:15 - 8:30347800112038704500000190210401978:30 - 8:4526710097046605200000220160381878:45 - 9:00237100940571807500000150190342033 Hr Totals386 934 0 0 1320 0 440 150 0 590000001810230141223221 Hr Totals6:00 - 7:00156353005090110450155000004207801207846:15 - 7:15138317004550138500188000005907601357786:30 - 7:30118304004220140610201000006908601557786:45 - 7:4512730200429015071022100000720821155805PHF 0.91 0.88 0.94 0.89 0.86 0.85%T 14.2% 6.0% 10.0% 9.9% 2.8% 23.2%7:00 - 8:00130308004380155650220000006307511397977:15 - 8:15114294004080149600209000006408511507677:30 - 8:30113299004120149470196000006708211507587:45 - 8:45105284003890162330195000007307501487328:00 - 9:0010027300373017540021500000760770153741PEAK HOUR6:45 - 7:4512730200429015071022100000720821155805TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
126
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
12:00 - 12:15000000000000000000000
12:15 - 12:30000000000000000000000
12:30 - 12:45000000000000000000000
12:45 - 1:00000000000000000000000
1:00 - 1:15000000000000000000000
1:15 - 1:30000000000000000000000
1:30 - 1:45000000000000000000000
1:45 - 2:00000000000000000000000
2:00 - 2:15100010000000000000001
2:15 - 2:30000000000000000000000
2:30 - 2:45000000000000000000000
2:45 - 3:00000000000000000000000
3:00 - 3:15000000000000000000000
3:15 - 3:30000000000000000000000
3:30 - 3:45000000000000000000000
3:45 - 4:00000000000000000001011
4:00 - 4:15100010000000000000001
4:15 - 4:30000000000000000000000
4:30 - 4:45020020000000000000002
4:45 - 5:00000000000000000000000
5:00 - 5:15110020100100000000003
5:15 - 5:30010010100100000000002
5:30 - 5:45100010010100000000002
5:45 - 6:00000000000000000000000
6:00 - 6:15010010000000000000001
6:15 - 6:30000000000000000000000
6:30 - 6:45000000000000000200022
6:45 - 7:00000000000000000100011
7:00 - 7:15000000030300000100014
7:15 - 7:30000000020200000000002
7:30 - 7:45010010020200000000003
7:45 - 8:00010010000000000000001
8:00 - 8:15000000020200000000002
8:15 - 8:30010010000000000100012
8:30 - 8:45000000140500000000005
8:45 - 9:00010010000000000100012
9:00 - 9:15000000000000000100011
9:15 - 9:30100010200200000100014
9:30 - 9:45010010010100000000002
9:45 - 10:00000000100100000000001
10:00 - 10:15200020000000000100013
10:15 - 10:30010010000000000000001
10:30 - 10:45000000000000000001011
10:45 - 11:00100010000000000000001
11:00 - 11:15100010000000000002023
11:15 - 11:30020020000000000000002
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
12:00 - 12:15000000100100000000001
12:15 - 12:30000000120300000000003
12:30 - 12:45000000120300000100014
12:45 - 1:00010010010100000000002
1:00 - 1:15010010000000000100012
1:15 - 1:30000000010100000000001
1:30 - 1:45010010000000000200134
1:45 - 2:00000000200200000001013
2:00 - 2:15010010100100000000002
2:15 - 2:30000000010100000001012
2:30 - 2:45000000020200000000002
2:45 - 3:00000000100100000200023
3:00 - 3:15000000100100000000001
3:15 - 3:30010010000000000000001
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
127
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:30 - 3:45000000110200000000002
3:45 - 4:00000000000000000200022
4:00 - 4:15010010230500000100017
4:15 - 4:30010010100100000100013
4:30 - 4:45110020100100000102147
4:45 - 5:00100010100100000000002
5:00 - 5:15010010000000000100012
5:15 - 5:30030030210300000000006
5:30 - 5:45020020120300000100016
5:45 - 6:00020020100100000100014
6:00 - 6:15010010030300000101026
6:15 - 6:30000000010100000001012
6:30 - 6:45010010010100000300035
6:45 - 7:00110020000000000000002
7:00 - 7:15000000110200000000002
7:15 - 7:30010010000000000001012
7:30 - 7:45110020000000000002024
7:45 - 8:00000000320500000000005
8:00 - 8:15010010100100000001013
8:15 - 8:30010010210300000100015
8:30 - 8:45000000010100000000001
8:45 - 9:00020020000000000100013
9:00 - 9:15000000000000000000000
9:15 - 9:30000000000000000000000
9:30 - 9:45100010300300000000004
9:45 - 10:00000000000000000000000
10:00 - 10:15000000000000000000000
10:15 - 10:30000000000000000000000
10:30 - 10:45010010000000000000001
10:45 - 11:00000000000000000001011
11:00 - 11:15000000000000000000000
11:15 - 11:30000000000000000000000
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
24 Hr Totals 9290053023370750000027010246174
128
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
1 Hr Totals
12:00 - 1:00000000000000000000000
12:15 - 1:15000000000000000000000
12:30 - 1:30000000000000000000000
12:45 - 1:45000000000000000000000
1:00 - 2:00000000000000000000000
1:15 - 2:15100010000000000000001
1:30 - 2:30100010000000000000001
1:45 - 2:45100010000000000000001
2:00 - 3:00100010000000000000001
2:15 - 3:15000000000000000000000
2:30 - 3:30000000000000000000000
2:45 - 3:45000000000000000000000
3:00 - 4:00000000000000000001011
3:15 - 4:15100010000000000001012
3:30 - 4:30100010000000000001012
3:45 - 4:45120030000000000001014
4:00 - 5:00120030000000000000003
4:15 - 5:15130040100100000000005
4:30 - 5:30140050200200000000007
4:45 - 5:45220040210300000000007
5:00 - 6:00220040210300000000007
5:15 - 6:15120030110200000000005
5:30 - 6:30110020010100000000003
5:45 - 6:45010010000000000200023
6:00 - 7:00010010000000000300034
6:15 - 7:15000000030300000400047
6:30 - 7:30000000050500000400049
6:45 - 7:450100100707000002000210
7:00 - 8:000200200707000001000110
7:15 - 8:15020020060600000000008
7:30 - 8:30030030040400000100018
7:45 - 8:450200201607000001000110
8:00 - 9:000200201607000002000211
8:15 - 9:150200201405000003000310
8:30 - 9:301100203407000003000312
8:45 - 9:45120030210300000300039
9:00 - 10:00110020310400000200028
9:15 - 10:153100403104000002000210
9:30 - 10:30220040110200000100017
9:45 - 10:45210030100100000101026
10:00 - 11:00310040000000000101026
10:15 - 11:15210030000000000003036
10:30 - 11:30220040000000000003037
10:45 - 11:45220040000000000002026
11:00 - 12:00120030000000000002025
11:15 - 12:15020020100100000000003
11:30 - 12:30000000220400000000004
11:45 - 12:45000000340700000100018
12:00 - 1:000100103508000001000110
12:15 - 1:150200202507000002000211
12:30 - 1:30020020140500000200029
12:45 - 1:45030030020200000300149
1:00 - 2:000200202103000003011510
1:15 - 2:150200203104000002011410
1:30 - 2:300200203104000002021511
1:45 - 2:45010010330600000002029
2:00 - 3:00010010230500000201039
2:15 - 3:15000000230500000201038
2:30 - 3:30010010220400000200027
2:45 - 3:45010010310400000200027
3:00 - 4:00010010210300000200026
3:15 - 4:150200203407000003000312
3:30 - 4:300200204408000004000414
129
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Branson Spring Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:45 - 4:451300404307000005021819
4:00 - 5:002300505308000003021619
4:15 - 5:152300503003000003021614
4:30 - 5:302500704105000002021517
4:45 - 5:451600704307000002000216
5:00 - 6:000800804307000003000318
5:15 - 6:1508008046010000003010422
5:30 - 6:300500502608000003020518
5:45 - 6:450400401506000005020717
6:00 - 7:001300400505000004020615
6:15 - 7:151200301304000003010411
6:30 - 7:301300401203000003010411
6:45 - 7:452300501102000000030310
7:00 - 8:001200304307000000030313
7:15 - 8:151300404206000000040414
7:30 - 8:301300406309000001030417
7:45 - 8:4502002064010000001010214
8:00 - 9:000400403205000002010312
8:15 - 9:15030030220400000200029
8:30 - 9:30020020010100000100014
8:45 - 9:45120030300300000100017
9:00 - 10:00100010300300000000004
9:15 - 10:15100010300300000000004
9:30 - 10:30100010300300000000004
9:45 - 10:45010010000000000000001
10:00 - 11:00010010000000000001012
10:15 - 11:15010010000000000001012
10:30 - 11:30010010000000000001012
10:45 - 11:45000000000000000001011
11:00 - 12:00000000000000000000000
PEAK HOUR
8:30 - 9:30 1100203407000003000312
5:15 - 6:15 08008046010000003010422
130
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
12:00 - 12:15000000000000000000000
12:15 - 12:30000000000000000000000
12:30 - 12:45000000000000000000000
12:45 - 1:00000000000000000000000
1:00 - 1:15000000000000000000000
1:15 - 1:30000000000000000000000
1:30 - 1:45000000000000000000000
1:45 - 2:00000000000000000000000
2:00 - 2:15000000000000000000000
2:15 - 2:30000000000000000000000
2:30 - 2:45000000000000000000000
2:45 - 3:00000000000000000000000
3:00 - 3:15000000000000000000000
3:15 - 3:30000000000000000000000
3:30 - 3:45000000000000000000000
3:45 - 4:00000000000000000000000
4:00 - 4:15000000000000000000000
4:15 - 4:30000000000000000000000
4:30 - 4:45000000000000000000000
4:45 - 5:00000000000000000000000
5:00 - 5:15000000000001001100012
5:15 - 5:30000000000001001000001
5:30 - 5:45000000000001001000001
5:45 - 6:00000000000000000000000
6:00 - 6:15000000000000000100011
6:15 - 6:30000000000000000000000
6:30 - 6:45000000000000000000000
6:45 - 7:00000000000000000000000
7:00 - 7:15000000000003003100014
7:15 - 7:30000000000002103000003
7:30 - 7:45000000000000101000001
7:45 - 8:00000000000000000000000
8:00 - 8:15000000000001001000001
8:15 - 8:30000000000000000000000
8:30 - 8:45000000000005005000005
8:45 - 9:00000000000000101000001
9:00 - 9:15000000000000000000000
9:15 - 9:30000000000002002000002
9:30 - 9:45000000000000000000000
9:45 - 10:00000000000001001000001
10:00 - 10:15000000000000000000000
10:15 - 10:30000000000000000000000
10:30 - 10:45000000000000000000000
10:45 - 11:00000000000000000000000
11:00 - 11:15000000000000000000000
11:15 - 11:30000000000000000000000
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
12:00 - 12:15000000010100000000001
12:15 - 12:30000000000003003000003
12:30 - 12:45000000010102002000003
12:45 - 1:00000000010100000000001
1:00 - 1:15000000000000000000000
1:15 - 1:30000000000001102000002
1:30 - 1:45000000000000000000000
1:45 - 2:00000000000002002000002
2:00 - 2:15000000000001001000001
2:15 - 2:30000000000001001000001
2:30 - 2:45000000000002103000003
2:45 - 3:00000000000001001000001
3:00 - 3:15000000000001102000002
3:15 - 3:30000000000000000000000
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
131
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:30 - 3:45000000010101001000002
3:45 - 4:00000000000000000000000
4:00 - 4:15000000010103003000004
4:15 - 4:30000000000001001100012
4:30 - 4:45000000000001001100012
4:45 - 5:00000000010100000000001
5:00 - 5:15000000000000000000000
5:15 - 5:30000000010102204000005
5:30 - 5:45000000010102002100014
5:45 - 6:00000000000001102000002
6:00 - 6:15000000000003003100014
6:15 - 6:30000000000001001000001
6:30 - 6:45000000000001001000001
6:45 - 7:00000000000000000000000
7:00 - 7:15000000000002002000002
7:15 - 7:30000000000000000100011
7:30 - 7:45000000000000000000000
7:45 - 8:00000000020203003000005
8:00 - 8:15000000000001001000001
8:15 - 8:30000000000003003000003
8:30 - 8:45000000010100000000001
8:45 - 9:00000000000000000000000
9:00 - 9:15000000000000101000001
9:15 - 9:30000000000000000000000
9:30 - 9:45000000000003003000003
9:45 - 10:00000000000000000000000
10:00 - 10:15000000000000000000000
10:15 - 10:30000000000000000000000
10:30 - 10:45000000000000000000000
10:45 - 11:00000000000000000000000
11:00 - 11:15000000000000000000000
11:15 - 11:30000000000000000000000
11:30 - 11:45000000000000000000000
11:45 - 12:00000000000000000000000
24 Hr Totals 0000000801104790697000888
132
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
1 Hr Totals
12:00 - 1:00000000000000000000000
12:15 - 1:15000000000000000000000
12:30 - 1:30000000000000000000000
12:45 - 1:45000000000000000000000
1:00 - 2:00000000000000000000000
1:15 - 2:15000000000000000000000
1:30 - 2:30000000000000000000000
1:45 - 2:45000000000000000000000
2:00 - 3:00000000000000000000000
2:15 - 3:15000000000000000000000
2:30 - 3:30000000000000000000000
2:45 - 3:45000000000000000000000
3:00 - 4:00000000000000000000000
3:15 - 4:15000000000000000000000
3:30 - 4:30000000000000000000000
3:45 - 4:45000000000000000000000
4:00 - 5:00000000000000000000000
4:15 - 5:15000000000001001100012
4:30 - 5:30000000000002002100013
4:45 - 5:45000000000003003100014
5:00 - 6:00000000000003003100014
5:15 - 6:15000000000002002100013
5:30 - 6:30000000000001001100012
5:45 - 6:45000000000000000100011
6:00 - 7:00000000000000000100011
6:15 - 7:15000000000003003100014
6:30 - 7:30000000000005106100017
6:45 - 7:45000000000005207100018
7:00 - 8:00000000000005207100018
7:15 - 8:15000000000003205000005
7:30 - 8:30000000000001102000002
7:45 - 8:45000000000006006000006
8:00 - 9:00000000000006107000007
8:15 - 9:15000000000005106000006
8:30 - 9:30000000000007108000008
8:45 - 9:45000000000002103000003
9:00 - 10:00000000000003003000003
9:15 - 10:15000000000003003000003
9:30 - 10:30000000000001001000001
9:45 - 10:45000000000001001000001
10:00 - 11:00000000000000000000000
10:15 - 11:15000000000000000000000
10:30 - 11:30000000000000000000000
10:45 - 11:45000000000000000000000
11:00 - 12:00000000000000000000000
11:15 - 12:15000000010100000000001
11:30 - 12:30000000010103003000004
11:45 - 12:45000000020205005000007
12:00 - 1:00000000030305005000008
12:15 - 1:15000000020205005000007
12:30 - 1:30000000020203104000006
12:45 - 1:45000000010101102000003
1:00 - 2:00000000000003104000004
1:15 - 2:15000000000004105000005
1:30 - 2:30000000000004004000004
1:45 - 2:45000000000006107000007
2:00 - 3:00000000000005106000006
2:15 - 3:15000000000005207000007
2:30 - 3:30000000000004206000006
2:45 - 3:45000000010103104000005
3:00 - 4:00000000010102103000004
3:15 - 4:15000000020204004000006
3:30 - 4:30000000020205005100018
133
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: VA 671 Date: 4/6/2022 Tuesday
and: Grace Church Rd Weather: Cool, Light Rain
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
3:45 - 4:45000000010105005200028
4:00 - 5:00000000020205005200029
4:15 - 5:15000000010102002200025
4:30 - 5:30000000020203205100018
4:45 - 5:450000000303042061000110
5:00 - 6:000000000202053081000111
5:15 - 6:1500000002020830112000215
5:30 - 6:300000000101071082000211
5:45 - 6:45000000000006107100018
6:00 - 7:00000000000005005100016
6:15 - 7:15000000000004004000004
6:30 - 7:30000000000003003100014
6:45 - 7:45000000000002002100013
7:00 - 8:00000000020205005100018
7:15 - 8:15000000020204004100017
7:30 - 8:30000000020207007000009
7:45 - 8:450000000303070070000010
8:00 - 9:00000000010104004000005
8:15 - 9:15000000010103104000005
8:30 - 9:30000000010100101000002
8:45 - 9:45000000000003104000004
9:00 - 10:00000000000003104000004
9:15 - 10:15000000000003003000003
9:30 - 10:30000000000003003000003
9:45 - 10:45000000000000000000000
10:00 - 11:00000000000000000000000
10:15 - 11:15000000000000000000000
10:30 - 11:30000000000000000000000
10:45 - 11:45000000000000000000000
11:00 - 12:00000000000000000000000
PEAK HOUR
8:30 - 9:30 000000000007108000008
5:15 - 6:15 00000002020830112000215
134
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 18, 2021 Thursday
and: Route 669 (Woodbine Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Route 669 (Woodbine Rd) on: N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:1502910301210022302050000057
6:15 - 6:3004310445210026009090000079
6:30 - 6:4505620584300034007070000099
6:45 - 7:00 0 68 3 0 71 11 23 0 0 34 3 0 11 0 14 0 0 0 0 0 119
7:00 - 7:15047104842600304090130000091
7:15 - 7:300702072153700522070900000133
7:30 - 7:45 0 80 1 0 81 0 31 0 0 31 2 0 11 0 13 0 0 0 0 0 125
7:45 - 8:00073507823100330090900000120
8:00 - 8:15 0 52 2 0 54 2 24 0 0 26 4 0 11 0 15 0 0 0 0 0 95
8:15 - 8:300505055535004030701000000105
8:30 - 8:450612063129003030701000000103
8:45 - 9:0003720396370043207090000091
3 Hr Totals 0 666 27 0 693 56 345 0 0 401 26 0 97 0 123 0 0 0 0 0 1217
1 Hr Totals
6:00 - 7:00 0 196 7 0 203 21 95 0 0 116 6 0 29 0 35 0 0 0 0 0 354
6:15 - 7:15 0 214 7 0 221 24 100 0 0 124 7 0 36 0 43 0 0 0 0 0 388
6:30 - 7:30 0 241 8 0 249 34 116 0 0 150 9 0 34 0 43 0 0 0 0 0 442
6:45 - 7:45 0 265 7 0 272 30 117 0 0 147 11 0 38 0 49 0 0 0 0 0 468
7:00 - 8:00 0 270 9 0 279 21 125 0 0 146 8 0 36 0 44 0 0 0 0 0 469
7:15 - 8:15 0 275 10 0 285 19 123 0 0 142 8 0 38 0 46 0 0 0 0 0 473
7:30 - 8:30 0 255 13 0 268 9 121 0 0 130 9 0 38 0 47 0 0 0 0 0 445
7:45 - 8:45 0 236 14 0 250 10 119 0 0 129 10 0 34 0 44 0 0 0 0 0 423
8:00 - 9:00 0 200 11 0 211 14 125 0 0 139 12 0 32 0 44 0 0 0 0 0 394
PEAK HOUR
7:15 - 8:15 0 275 10 0 285 19 123 0 0 142 8 0 38 0 46 0 0 0 0 0 473
PM
3:00 - 3:1503640401174008560501100000136
3:15 - 3:30031303496600752040600000115
3:30 - 3:45 0 37 2 0 39 8 86 0 0 94 5 0 10 0 15 0 0 0 0 0 148
3:45 - 4:00047405141020010640801200000169
4:00 - 4:1505140558110001184040800000181
4:15 - 4:300554059698001042050700000170
4:30 - 4:4506030637106001131040500000181
4:45 - 5:0006240665106001111020300000180
5:00 - 5:1504610477106001131040500000165
5:15 - 5:3004630493101001043040700000160
5:30 - 5:450547061111160012740601000000198
5:45 - 6:0006050651487001015000500000171
3 Hr Totals 0 585 44 0 629 93 1158 0 0 1251 38 0 56 0 94 0 0 0 0 0 1974
1 Hr Totals
3:00 - 4:00 0 151 13 0 164 32 328 0 0 360 17 0 27 0 44 0 0 0 0 0 568
3:15 - 4:15 0 166 13 0 179 29 364 0 0 393 15 0 26 0 41 0 0 0 0 0 613
3:30 - 4:30 0 190 14 0 204 26 396 0 0 422 15 0 27 0 42 0 0 0 0 0 668
3:45 - 4:45 0 213 15 0 228 25 416 0 0 441 11 0 21 0 32 0 0 0 0 0 701
4:00 - 5:00 0 228 15 0 243 26 420 0 0 446 8 0 15 0 23 0 0 0 0 0 712
4:15 - 5:15 0 223 12 0 235 25 416 0 0 441 5 0 15 0 20 0 0 0 0 0 696
4:30 - 5:30 0 214 11 0 225 22 419 0 0 441 6 0 14 0 20 0 0 0 0 0 686
4:45 - 5:45 0 208 15 0 223 26 429 0 0 455 9 0 16 0 25 0 0 0 0 0 703
5:00 - 6:00 0 206 16 0 222 35 410 0 0 445 13 0 14 0 27 0 0 0 0 0 694
PEAK HOUR
4:00 - 5:00 0 228 15 0 243 26 420 0 0 446 8 0 15 0 23 0 0 0 0 0 712
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
135
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: US 11 Date: November 18, 2021 Thursday
and: Amazon Entrance - Route 669 (Rest Church Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: US 11 on: US 11 on: Amazon Entrance on: Route 669 (Rest Church Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:15 51 46 13 0 110 0 16 12 0 28 2 8 3 0 13 8 16 15 0 39 190
6:15 - 6:30 63 52 19 0 134 4 13 11 0 28 6 10 4 0 20 7 24 17 0 48 230
6:30 - 6:45 78 48 19 0 145 3 20 8 0 31 7 15 2 0 24 16 33 16 0 65 265
6:45 - 7:00 91 67 26 0 184 6 14 9 0 29 7 19 6 0 32 8 57 23 0 88 333
7:00 - 7:15 84 42 28 0 154 6 17 8 0 31 8 25 3 0 36 10 41 15 0 66 287
7:15 - 7:30 79 56 29 0 164 5 20 10 0 35 7 24 9 0 40 16 48 18 0 82 321
7:30 - 7:45 135 68 24 0 227 0 24 18 0 42 11 27 3 0 41 13 18 26 0 57 367
7:45 - 8:00 80 71 13 0 164 2 24 6 0 32 9 9 2 0 20 22 12 13 0 47 263
8:00 - 8:15 62 38 14 0 114 1 24 8 0 33 6 13 7 0 26 14 11 31 0 56 229
8:15 - 8:30 56 44 17 0 117 0 24 12 0 36 12 14 4 0 30 13 17 24 0 54 237
8:30 - 8:45 61 64 16 0 141 2 18 11 0 31 11 15 1 0 27 8 14 14 0 36 235
8:45 - 9:00 42 31 18 0 91 1 35 7 0 43 11 16 1 0 28 7 10 19 0 36 198
3 Hr Totals 882 627 236 0 1745 30 249 120 0 399 97 195 45 0 337 142 301 231 0 674 3155
1 Hr Totals
6:00 - 7:00 283 213 77 0 573 13 63 40 0 116 22 52 15 0 89 39 130 71 0 240 1018
6:15 - 7:15 316 209 92 0 617 19 64 36 0 119 28 69 15 0 112 41 155 71 0 267 1115
6:30 - 7:30 332 213 102 0 647 20 71 35 0 126 29 83 20 0 132 50 179 72 0 301 1206
6:45 - 7:45 389 233 107 0 729 17 75 45 0 137 33 95 21 0 149 47 164 82 0 293 1308
7:00 - 8:00 378 237 94 0 709 13 85 42 0 140 35 85 17 0 137 61 119 72 0 252 1238
7:15 - 8:15 356 233 80 0 669 8 92 42 0 142 33 73 21 0 127 65 89 88 0 242 1180
7:30 - 8:30 333 221 68 0 622 3 96 44 0 143 38 63 16 0 117 62 58 94 0 214 1096
7:45 - 8:45 259 217 60 0 536 5 90 37 0 132 38 51 14 0 103 57 54 82 0 193 964
8:00 - 9:00 221 177 65 0 463 4 101 38 0 143 40 58 13 0 111 42 52 88 0 182 899
PEAK HOUR
6:45 - 7:45 389 233 107 0 729 17 75 45 0 137 33 95 21 0 149 47 164 82 0 293 1308
PM
3:00 - 3:15 38 28 7 0 73 0 56 12 0 68 15 25 3 0 43 15 7 50 0 72 256
3:15 - 3:30 47 31 5 0 83 0 62 17 0 79 15 10 2 0 27 16 12 56 0 84 273
3:30 - 3:45 57 35 10 0 102 1 68 24 0 93 15 12 2 0 29 15 11 77 0 103 327
3:45 - 4:00 56 44 12 0 112 4 78 20 0 102 26 18 6 0 50 11 20 87 0 118 382
4:00 - 4:15 47 38 11 0 96 1 96 24 0 121 23 19 6 0 48 20 16 53 0 89 354
4:15 - 4:30 44 48 9 0 101 1 82 15 0 98 16 15 5 0 36 14 12 86 0 112 347
4:30 - 4:45 57 41 11 0 109 1 81 18 0 100 12 29 3 0 44 17 9 87 0 113 366
4:45 - 5:00 57 60 11 0 128 1 98 19 0 118 12 14 1 0 27 14 18 59 0 91 364
5:00 - 5:15 56 34 10 0 100 5 81 14 0 100 21 19 7 0 47 15 19 78 0 112 359
5:15 - 5:30 56 39 5 0 100 2 89 18 0 109 24 13 5 0 42 16 24 100 0 140 391
5:30 - 5:45 54 62 14 0 130 2 90 12 0 104 25 50 11 0 86 12 24 74 0 110 430
5:45 - 6:00 45 51 20 0 116 0 92 16 0 108 20 19 4 0 43 11 47 69 0 127 394
3 Hr Totals 614 511 125 0 1250 18 973 209 0 1200 224 243 55 0 522 176 219 876 0 1271 4243
1 Hr Totals
3:00 - 4:00 198 138 34 0 370 5 264 73 0 342 71 65 13 0 149 57 50 270 0 377 1238
3:15 - 4:15 207 148 38 0 393 6 304 85 0 395 79 59 16 0 154 62 59 273 0 394 1336
3:30 - 4:30 204 165 42 0 411 7 324 83 0 414 80 64 19 0 163 60 59 303 0 422 1410
3:45 - 4:45 204 171 43 0 418 7 337 77 0 421 77 81 20 0 178 62 57 313 0 432 1449
4:00 - 5:00 205 187 42 0 434 4 357 76 0 437 63 77 15 0 155 65 55 285 0 405 1431
4:15 - 5:15 214 183 41 0 438 8 342 66 0 416 61 77 16 0 154 60 58 310 0 428 1436
4:30 - 5:30 226 174 37 0 437 9 349 69 0 427 69 75 16 0 160 62 70 324 0 456 1480
4:45 - 5:45 223 195 40 0 458 10 358 63 0 431 82 96 24 0 202 57 85 311 0 453 1544
5:00 - 6:00 211 186 49 0 446 9 352 60 0 421 90 101 27 0 218 54 114 321 0 489 1574
PEAK HOUR
5:00 - 6:00 211 186 49 0 446 9 352 60 0 421 90 101 27 0 218 54 114 321 0 489 1574
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
136
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 SB Off-On Ramp - I-81 SB On Ramp Date: November 18, 2021 Thursday
and: Route 669 (Rest Church Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 4
TOTAL
on: I-81 SB Off-On Ramp on: I-81 SB On Ramp on: Route 669 (Rest Church Rd) on: Route 669 (Rest Church Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:151714022000000144806227160043127
6:15 - 6:3016011027000000206608624210045158
6:30 - 6:4515025040000000117408529260055180
6:45 - 7:00250280530000002686011222200042207
7:00 - 7:15240250490000002281010329290058210
7:15 - 7:30250230480000003378111241220063223
7:30 - 7:452201203400000033119015238280066252
7:45 - 8:00220130350000002683111034350069214
8:00 - 8:1515018033000000316409535220057185
8:15 - 8:301819028000000255818428360064176
8:30 - 8:4517014031000000295608533270060176
8:45 - 9:002619036000000344207623260049161
3 Hr Totals 2423191043600000030485531162 363 308 0 0 671 2269
1 Hr Totals
6:00 - 7:007316801420000007127403451028300185672
6:15 - 7:158008901690000007930703861049600200755
6:30 - 7:3089010101900000009231914121219700218820
6:45 - 7:4596088018400000011436414791309900229892
7:00 - 8:00930730166000000114361247714211400256899
7:15 - 8:15840660150000000123344246914810700255874
7:30 - 8:30771520130000000115324244113512100256827
7:45 - 8:45721540127000000111261237413012000250751
8:00 - 9:00762500128000000119220134011911100230698
PEAK HOUR
7:00 - 8:00 930730166000000114361247714211400256899
PM
3:00 - 3:1522017039000000384107928340062180
3:15 - 3:3034015049000000374318123360059189
3:30 - 3:4524019043000000444819328390067203
3:45 - 4:0029119049000000504209225350060201
4:00 - 4:1526014040000000474509240510091223
4:15 - 4:3015015030000000394808720360056173
4:30 - 4:4528119048000000365308923450068205
4:45 - 5:0022218042000000455109623490173211
5:00 - 5:1528015043000000464809425380063200
5:15 - 5:30290160450000004061010113520065211
5:30 - 5:45260190450000004164010528540082232
5:45 - 6:0029123053000000275608329340063199
3 Hr Totals 3125209052600000049060021092 305 503 0 1 809 2427
1 Hr Totals
3:00 - 4:001091700180000000169174234510414400248773
3:15 - 4:151131670181000000178178235811616100277816
3:30 - 4:30941670162000000180183136411316100274800
3:45 - 4:45982670167000000172188036010816700275802
4:00 - 5:00913660160000000167197036410618101288812
4:15 - 5:1593367016300000016620003669116801260789
4:30 - 5:30107368017800000016721303808418401269827
4:45 - 5:45105268017500000017222403968919301283854
5:00 - 6:00112173018600000015422903839517800273842
PEAK HOUR
4:45 - 5:45 105268017500000017222403968919301283854
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
137
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: I-81 NB On Ramp - I-81 NB Off Ramp Date: November 18, 2021 Thursday
and: Route 669 (Rest Church Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 3
TOTAL
on: I-81 NB On Ramp on: I-81 NB Off Ramp on: Route 669 (Rest Church Rd) on: Route 669 (Rest Church Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:150000027014041156300780114015134
6:15 - 6:30000003148043107800880204024155
6:30 - 6:450000040060461578009303115046185
6:45 - 7:00000004511426219980011703719056235
7:00 - 7:15000003701405130910012103714051223
7:15 - 7:30000004911827021940011502916045230
7:30 - 7:450000028012141301570018703212044272
7:45 - 8:00000002109030891009902919048177
8:00 - 8:150000026123050107500850308038173
8:15 - 8:3000000271132431070008003017047170
8:30 - 8:4500000100190292269009102516041161
8:45 - 9:0000000220301531252006402017037154
3 Hr Totals 00000363818085592021016 0 0 1218 0 331 161 0 492 2269
1 Hr Totals
6:00 - 7:000000014354221925931700376099420141709
6:15 - 7:1500000153542220274345004190125520177798
6:30 - 7:3000000171252422985361004460134640198873
6:45 - 7:45000001592585224100440005400135610196960
7:00 - 8:0000000135153319289433005220127610188902
7:15 - 8:1500000124262319169417004860120550175852
7:30 - 8:3000000102257316458393004510121560177792
7:45 - 8:450000084264215250305003550114600174681
8:00 - 9:000000085285317554266003200105580163658
PEAK HOUR
6:45 - 7:45 000001592585224100440005400135610196960
PM
3:00 - 3:1500000450260712155007602724051198
3:15 - 3:3000000511231761759007603319052204
3:30 - 3:4500000640250891965008403923062235
3:45 - 4:00000008512801142966009502725052261
4:00 - 4:1500000500320822767009403919058234
4:15 - 4:3000000730240971861007903819057233
4:30 - 4:45000007602701032573009804123165266
4:45 - 5:000000052126685167601930457052230
5:00 - 5:15000007412801032368009103219051245
5:15 - 5:30000009012601171772008904920069275
5:30 - 5:450000074027010131920012304232074298
5:45 - 6:00000008301801012160008104016056238
3 Hr Totals 00000817531071139 264 814 0 1 1079 0 452 246 1 699 2917
1 Hr Totals
3:00 - 4:00000002452102135086245003310126910217898
3:15 - 4:15000002502108136192257003490138860224934
3:30 - 4:30000002721109038293259003520143860229963
3:45 - 4:45000002841111039699267003660145861232994
4:00 - 5:00000002511109636786277013640163681232963
4:15 - 5:15000002752105638882278013610156681225974
4:30 - 5:300000029231076408812890137101676912371016
4:45 - 5:450000029031076406873080139601687802461048
5:00 - 6:00000003212990422922920038401638702501056
PEAK HOUR
5:00 - 6:00 000003212990422922920038401638702501056
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
138
TOTALS TURNING MOVEMENT COUNT - SUMMARY
Counted by: VCU
Intersection of: Amazon Entrance Date: November 18, 2021 Thursday
and: Route 669 (Woodbine Rd) Weather: Warm, Cloudy
Location: Frederick County, Virginia Entered by: CK Star Rating: 5
TOTAL
on: Amazon Entrance on: on: Route 669 (Woodbine Rd) on: Route 669 (Woodbine Rd) N + S
TIME +
RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W
AM
6:00 - 6:153030600000240060210315
6:15 - 6:304020600000070070430720
6:30 - 6:45101020000021000120120317
6:45 - 7:004020600000410001408601434
7:00 - 7:15200020000081000180320525
7:15 - 7:303000300000470011021501731
7:30 - 7:45402060000071000170000023
7:45 - 8:0060401000000350080330624
8:00 - 8:15502070000011000110310422
8:15 - 8:306020800000240170610722
8:30 - 8:454010500000130040320514
8:45 - 9:006000600000140050610718
3 Hr Totals 480190670000035840112004137078265
1 Hr Totals
6:00 - 7:0012080200000083100390151202786
6:15 - 7:15110501600000143700510161302996
6:30 - 7:301003013000001837005501425039107
6:45 - 7:451304017000002337006001323036113
7:00 - 8:00150602100000223200540820028103
7:15 - 8:15180802600000153200470819027100
7:30 - 8:30210100310000013290143012501791
7:45 - 8:452109030000007220130015702282
8:00 - 9:002105026000005210127018502376
PEAK HOUR
6:45 - 7:45 1304017000002337006001323036113
PM
3:00 - 3:15301040000015006010401424
3:15 - 3:3010405000002500709301224
3:30 - 3:45303060000021500170620831
3:45 - 4:0060208000004700110530827
4:00 - 4:1520204000002800100900923
4:15 - 4:3030104000001600708201021
4:30 - 4:4530407000003100409101021
4:45 - 5:0010203000003400706401020
5:00 - 5:1570501200000430070610726
5:15 - 5:304040800000630090600623
5:30 - 5:45701080000045009011501633
5:45 - 6:00205070000032005061201830
3 Hr Totals 420340760000035640099091370128303
1 Hr Totals
3:00 - 4:001301002300000932004103012042106
3:15 - 4:151201102300000103500450298037105
3:30 - 4:3014080220000093600450287035102
3:45 - 4:4514090230000010220032031603792
4:00 - 5:00909018000009190028032703985
4:15 - 5:15140120260000011140025029803788
4:30 - 5:30150150300000016110027027603390
4:45 - 5:4519012031000001715003202910039102
5:00 - 6:0020015035000001713003002918047112
PEAK HOUR
5:00 - 6:00 20015035000001713003002918047112
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST
139
Appendix C
Travel Time Run Data
140
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 03:45 1 06:09
2 03:36 2 06:50
3 03:42 3 07:29
4 03:41 4 07:21
5 03:33 5 06:57
Average 03:39 Average 06:57
From: Int. John Deere Ct &
Grace Ch RD (Rte 668)
To: Int. Route 11 & Brucetown Rd
(Rte 672)
From: Int. John Deere Ct &
Grace Ch RD (Rte 668)
To: Int. I-81 SB & Hopewell Rd
(Rte 672)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
Figure C-1
September 2022
141
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 04:17 1 04:57
2 04:20 2 04:57
3 04:30 3 05:48
4 04:57 4 05:39
5 05:13 5 05:50
Average 04:39 Average 05:26
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Brucetown Rd
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Brucetown Rd
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int Route 11 & Hopewell Rd
(Rte 672)
From: Int I-81 SB & Hopewell Rd
(Rte 672)
Figure C-2
September 2022
142
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 06:05 1 06:45
2 05:28 2 06:05
3 05:13 3 06:31
4 05:13 4 05:55
5 06:01 5 06:38
Average 05:36 Average 06:23
9/14/2022
From: Int Route 11 & Hopewell Rd
(Rte 672)
From: Int I-81 SB & Hopewell Rd
(Rte 672)
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
Figure C-3
September 2022
143
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 04:16 1 06:40
2 04:14 2 07:27
3 04:18 3 08:05
4 04:08 4 07:48
5 04:23 5 07:47
Average 04:16 Average 07:33
To: Int I-81 SB & Hopewell Rd
(Rte 672)
To: Int Route 11 & Brucetown Rd
(Rte 672)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Branson Sp & Grace
Ch RDs
Figure C-4
September 2022
144
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 07:13 1 08:08
2 07:43 2 08:40
3 07:06 3 07:41
4 07:15 4 07:41
5 06:39 5 07:23
Average 07:11 Average 07:55
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
To: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int Route 11 & Rest Ch Rd
(Rte 669)
From: Int I-81 NB & Rest Ch Rd
(Rte 669)
Figure C-5
September 2022
145
Run #Travel Time
(mm:ss)Run #Travel Time
(mm:ss)
1 07:05 1 08:04
2 07:09 2 08:00
3 06:52 3 07:14
4 06:46 4 08:05
5 06:40 5 07:25
Average 06:54 Average 07:46
9/14/2022
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
From: Int. John Deere Ct & Grace Ch RD
(Rte 668) via Woodbine and
Woodside RDs
To: Int I-81 NB & Rest Ch Rd
(Rte 669)
To: Int Route 11 & Rest Ch Rd
(Rte 669)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
Figure C-6
September 2022
146
Segment Dist
Average
Travel
Speed
Travel
Time Segment Dist
Average
Travel
Speed
Travel
Time
Grace Church Rd 0.72 25 0:01:43 Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04 Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18 Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:40 Route 11 0.28 45 0:01:25
Total 4.08 0:06:45 Rest Church Road 0.05 35 0:00:05
TOTAL 4.13 0:07:35
To: Int Route 11 & Rest Ch Rd
(Rte 669)
To: Int I-81 NB & Rest Ch Rd
(Rte 669)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
From: Int. John Deere Ct & Grace Ch RD (Rte
668)
From: Int. John Deere Ct & Grace Ch RD (Rte
668)
Figure C-7
September 2022
147
Segment Dist
Average
Travel
Speed
Travel
Time Segment Dist
Average
Travel
Speed
Travel
Time
Grace Church Rd 0.72 25 0:01:43 Grace Church Rd 0.72 25 0:01:43
Woodside Rd 2.3 45 0:03:04 Woodside Rd 2.3 45 0:03:04
Woodbine Rd 0.78 40 0:01:18 Woodbine Rd 0.78 40 0:01:18
Route 11 0.28 45 0:00:40 Route 11 0.28 45 0:01:45
Total 4.08 06:45 Rest Church Road 0.05 35 0:00:05
Total 4.13 07:55
From: Int. John Deere Ct & Grace Ch RD
(Rte 668)
From: Int. John Deere Ct & Grace Ch RD (Rte
668)
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County, VA
9/14/2022
To: Int Route 11 & Rest Ch Rd
(Rte 669)
To: Int I-81 NB & Rest Ch Rd
(Rte 669)
Figure C-8
September 2022
148
Appendix D
Generalized Development Plan
149
O-N MINERALS (Chemstone) COMPANY
d/b/a CARMEUSE AMERICAS
REFERRAL AGENCY COMMENTS/RESPONSES
Revised 7/10/2023
REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS
Frederick Water 1/6/2023 No Comments
Winchester Regional Airport - Nick Sabo,
Executive Director 1/9/2023
Construction activity exceeding the maximum heights prescribed in
the EM zoning has not been evaluated by this request. Future
submissions will be reviewed for compliance with 14 CFR Park 77 -
Safe, Efficient Use and Preservation of Navigable Airspace
Noted.
Frederick County Department of Parks &
Recreation 1/13/2023 No Comments
Frederick-Winchester Service Authority 1/3/2023 No Comments
Frederick County Fire Marshal 1/20/2023 No Comments
Frederick County Historic Resource Advisory
Board - Kayla Peloquin, Planner 2/27/2023
Following their review of this application, the HRAB recommended a
Phase 2 architectural study and historical survey be conducted for all
structures on the subject parcels as well as Woodside (DHR #034-
0731) including but not limited to a chain of title including contextual
history of ownership, and an architectural analysis of the interior and
exteriors documenting any significant modifications or events related
to structures and associated resources/outbuildings.
We have agreed to perform this Phase 2 architectural study and historical survey. See
Proffer 13.2.
Frederick County Department of Public Works 1/31/2023 No Comments
Frederick County Public Schools 2/2/2023 No Comments
Frederick County Attorney's Office - Roderick
B. Williams, County Attorney 2/28/2023
To meet Clerk's Office recording standards, please have the names of
all owners in the heading section underlined and in bold type. As
well, all signature pages will need to comply with VA. Code § 55.1-621.
We have prepared the enclosed page with general information
regarding the form of signature pages.
Comment Noted. Proffer Statement has been revised to accommodate this comment.
150
O-N MINERALS (Chemstone) COMPANY
d/b/a CARMEUSE AMERICAS
REFERRAL AGENCY COMMENTS/RESPONSES
Revised 7/10/2023
REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS
I note that you have included with the materials a power of attorney
authorizing Logan Thompson to act for Carmeuse. We are unaware,
however, whether the Property owners intend to authorize your firm
to make binding commitments on their behalf as this matter
progresses. While attorneys at law may obviously appear before
County officials to present and advocate for a rezoning, in the
absence of powers of attorney from the owners, the County would of
course be unable to accept any changes to the Proffer Statement
without each of the owners then expressly acknowledging agreement
to the changes.
The person authorized to sign is Nicholas Bonarrigo, who is a duly empowered
corporate officer of O-N Minerals (Chemstone) Company. O-N Minerals (Chemstone)
now owns the entirety of parcel 34 A 129E. As such Carmeuse will be the only
signatory.
As the Rezoning proposes that two of the parcels - 34-A-8A and 34-A-
129E - would be split-zoned, we will need a metes and bounds plat of
the proposed zoning district boundaries, to prevent any ambiguities
as to exactly what areas are subject to which zoning. Also, per the
proposed Generalized Development Plan (the "GDP"), the right-of-
way for proposed relocated Woodside Road would be outside the
rezoned portion of parcel 34-A-129E, but in order to bind that portion
of parcel 34-A-129E to a commitment to provide right-of-way for the
relocation, that additional portion of parcel 34-A-129E would need to
be part of the Rezoning.
O-N Minerals (Chemstone) now owns the entirety of parcel 34 A 129E. The proposed
right of way for the relocated Woodside Road, which is outside of the rezoning area,
will be on lands owned by O-N Minerals (Chemstone). A metes and bounds plat for the
spilt parcels has been provided and is shown on the GDP.
As written, the obligations in the Proffer Statement are obligations
only of the "Applicant", which the Proffer Statement defines only as
Carmeuse. In order for the Proffer Statement to be fully enforceable,
all obligations should be those of the "Owners", as defined in the
Proffer Statement.
The Owner and the Applicant is now O-N Minerals (Chemestone) Company, and the
word Applicant has been removed from the proffers.
151
O-N MINERALS (Chemstone) COMPANY
d/b/a CARMEUSE AMERICAS
REFERRAL AGENCY COMMENTS/RESPONSES
Revised 7/10/2023
REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS
GDP - The materials are not entirely clear regarding what constitutes
the GDP, as the document labelled "Generalized Development Plan"
has multiple pages stapled to it and, as well, immediately following
the stapled pages were pages with various stockpile
photosimulations. I note, in particular, that the second of the pages
stapled together may be helpful for inclusion as part of the GDP.
Also, with respect to labeling, the label that the Proffer Statement
text indicates - "Generalized Development Plan - Carmeuse Lime &
Stone Clear Brook Quarry" - is not the same as that on the GDP, as the
latter does not reference "Clear Brook Quarry".
The GDP is a stand-alone 1-page document. All other documents are for illustrative
purposes only and are not proffered.
Proffer 1 - The proffer refers to the GDP delineating the general
location of the "quarry" but does not define what would constitute
the "quarry". This leaves unclear whether the "quarry" is, for
example, just the excavation pit or whether the "quarry" also includes
areas for the conduct of related activities.
This has been better defined in the Proffer Statement and the property shall be
developed in substantial conformance with the GDP, which shows the outline of the
quarry pit.
Proffer 2 - The proffer purports to obligate Carmeuse with respect to
Carmeuse's existing operations at its facility south of Brucetown
Road, which is not part of the Property. In this regard, the last
sentence of Proffer 2.1 refers to relocating "removed stockpile
elements" to "other" areas of the Property; there is no stockpile on
the Property now, so what constitutes the "other" areas of the
Property is unclear. Also, no binding documents appear to indicate
the location of any stockpiles on the Property (again, only the page
attached to the GDP, but not designated as part of the GDP, refers to
a stockpile).
We have provided Exhibit A in the proffer statement to show the area of the new
stockpile will be located. See Proffer 2.2.
Proffer 3.1 - The Proffer does not identify the time within which
removal of the stockpiles will take place, nor does it identify any
means for securing satisfaction of this obligation.
Future stockpiles in the newly rezoned area will be depleted as market conditions
dictate. See revised proffer statement 3.2 for further clarification.
152
O-N MINERALS (Chemstone) COMPANY
d/b/a CARMEUSE AMERICAS
REFERRAL AGENCY COMMENTS/RESPONSES
Revised 7/10/2023
REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS
Proffer 3.2 - Unless the second of the pages stapled together with the
GDP is specifically included as part of the GDP, the Proffer Statement
does not identify the locations of the berms.
Please refer to Exhibit A in the proffer statement for approximate berm locations.
Proffer 4.1 - The proffer is unclear, in that it discusses "public
roadways proposed for improvement", but the Proffer Statement
generally proposes only the relocation of existing roadways, as
opposed to improvement of any roadways.
The relocated road shall be designed and constructed as a rural 2 lane paved road
meeting the VDOT standards in a dedicated fee simple right-of-way.
Proffers 4.2 and 4.3 - The proffers do not state the time within which
Carmeuse would dedicate each parcel, following the respective
County request.
The revised proffer statement now contains the timing of the dedication of the
parcels. See Proffer 4.2.
Proffer 4.3 - Staff should be aware that the proffer represents a
contingent commitment that would only vest if Carmeuse is
successful in acquiring parcel 33-A-115B.
We now own this parcel of land and Proffer 4.2.iii has been updated accordingly.
Proffer 4.4 - The proffer does not specify a time for completion of the
construction. With general respect to the concept of the proposed
road abandonments, I acknowledge and appreciate the explanation in
your cover letter as to Carmeuse's proposed creative approach to
seeking removal of roads from, in particular, the Property's active
operations area as shown on the GDP. Having said that, I see two
issues, interconnected to some extent, to Carmeuse's proposed
approach. First, the process under Va. Code § 33.2-909 is a legislative
process, such that whether to act under that process is discretionary
for the local governing body. The related issue is one of timing - can
VDOT assign what would need to be a conditional effective date to an
abandonment under Va. Code § 33.2-912? If not, then Carmeuse
would have to proceed without having received definitive VDOT
action under § 33.2-912, as the Proffer Statement would still remain
in full force and effect.
We will build the road within 15 years of approval of the rezoning application and we
will do this in a phased approach. See Proffer Sections 4.3 and 4.4.
153
O-N MINERALS (Chemstone) COMPANY
d/b/a CARMEUSE AMERICAS
REFERRAL AGENCY COMMENTS/RESPONSES
Revised 7/10/2023
REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS
Proffer 4.5 - The proffer is not clear regarding if Carmeuse is unable to
obtain permission to construct a tunnel under Brucetown Road.
Would this nullify the commitment in the first sentence? If so, the
proffer should so state, in such a way that the proffer commitment is
conditioned on the occurrence. Also, the proffer may need to clarify
that "roadways and tunnels internal it" Carmeuse's property includes
other properties owned by Carmeuse and not part of the Rezoning.
Carmeuse is currently in the process of obtaining the permits, including a renewed
permit from VDOT and OmniTRAX. We will keep the county informed of our progress.
Proffer 4.6 - Staff should be aware that this proffer may represent a
limited commitment, as it would involve self-reporting by Carmeuse.
The revised proffer allows for a County audit of the number of ticketed customer
trucks leaving the property via the Brucetown road exit at any time.
Proffers 6, 7 and 8 (now covered in revised Proffers 9, 10, and 11) -
These proffers certainly represent a well-intended gesture by
Carmeuse, but I must question whether they are permissible under
applicable law. Virginia Code § 15.2-2298(A) allows for the voluntary
proffering of reasonable conditions, provided that, as would be
relevant here, (i) the rezoning itself gives rise to the need for the
conditions, and (ii) the conditions have a reasonable relation to the
rezoning. I recognize that § 15.2-2298 does not necessarily provide
an owner a remedy for a locality's acceptance of conditions that may
not comply with that section, but Va. Code § 15.2-2208 does. While
subsection B of § 15.2-2208.1 appears to offer a safe harbor for a
locality's acceptance of non-complying conditions - namely that the
applicant must object in writing to the conditions - upon closer
inspection of § 15.2-2208.1, that safe harbor does not appear to be
absolute. If an applicant objects in writing, yes, the section provides
that a court shall presume, absent clear and convincing evidence, the
conditions were "the controlling basis" for the locality's decision.
However, the absence of that presumption would not prevent an
applicant from still attempting to offer direct proof alleging a
"controlling basis".
See Revised Proffers 9, 10, and 11.
Proffer 8 (revised Proffer 12) - Also, notwithstanding the foregoing, I
also note that Proffer 8 is not sufficiently definite, as it provides no
details regarding the proffered trails.
We are not proffering a specific trail; we are proffering services to plan and locate the
trail in addition to funds for trail construction. See Revised Proffer 12.
154
O-N MINERALS (Chemstone) COMPANY
d/b/a CARMEUSE AMERICAS
REFERRAL AGENCY COMMENTS/RESPONSES
Revised 7/10/2023
REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS
Proffer 9.2 - Staff should be aware that this proffer may represent a
limited commitment, as the proffer would still permit the use of
temporary lighting units without any limits.
Temporary lighting units will not be used.
I also include by reference here comments from Planning staff's letter
dated February 24, 2023.Planning staff's comments are addressed in the cover letter dated July 10, 2023.
Virginia Department of Transportation 3/10/2023
VDOT has reviewed the latest Carmeuse rezoning application and
associated Traffic Diversion Study dated 12-19-2022 and we are in
agreement with the findings of the study.
Noted.
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https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 1/4158
8/17/22, 9:24 AM Sra
https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 2/4159
8/17/22, 9:24 AM Sra
https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 3/4160
8/17/22, 9:24 AM Sra
https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 4/4161
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Planning Commission
Agenda Item Detail
Meeting Date: September 20, 2023
Agenda Section: Public Hearings
Title: Conditional Use Permit #05-23 for GT Archery, LLC - (Mrs. Feltner)
Attachments:
PC09-20-23CUP05-23_Redacted.pdf
189
CONDITIONAL USE PERMIT #05-23
GT ARCHERY, LLC. (CLETUS AND GINGER TEETS)
Staff Report for the Planning Commission
Prepared: September 7, 2023
Staff Contact: Amy Light Feltner, Planner
This report is prepared by the Frederick County Planning Staff to provide information to the
Planning Commission and the Board of Supervisors to assist them in making a decision on
this request. It may also be useful to others interested in this zoning matter.
Reviewed Action
Planning Commission: 09/20/23 Pending
Board of Supervisors: 10/11/23 Pending
EXECUTIVE SUMMARY:
This is a request for a Conditional Use Permit (CUP) to enable a commercial indoor-outdoor archery
range with sales of archery supplies and equipment on one parcel totaling approximately 4.80+/-
acres located at 3641 Green Spring Road. An existing CUP (#07-16) was approved for sale of
archery supplies and equipment as a cottage occupation on September 14, 2016. The subject
property is within the Gainesboro Magisterial District.
The following information in italics is a summary of the applicant’s proposed intentions:
The applicant proposes a family-owned archery sales and service business with hours of operation
on Tuesday – Friday from 11:00 a.m. – 6:00 p.m. and Saturdays from 8:00 a.m. – 3:30 p.m. The
anticipated customers are 3-5 customers on weekdays and 10-15 customers on Saturdays.
The applicant intends to operate the indoor/outdoor range on Thursday – Saturday (primarily
Saturday) 6:00 p.m. – 9:00 p.m. with a maximum of 35 customers. The Applicant has 14 indoor
shooting ranges and 5 outdoor shooting ranges intended to accommodate events, primarily seasonal
leagues, including youth programs which accommodate approximately 12-15 children. Outdoor
ranges accommodate 15 customers and are used in conjunction with the 35 customers’ request. The
site has been previously approved for a Conditional Use Permit (#07-16) for the existing archery
supplies and equipment business with a maximum of 3-4 customers daily.
Should the Planning Commission find this use to be appropriate, Staff would recommend the
following conditions be placed on the CUP:
1. All review agency comments and requirements shall be complied with at all times.
2. Hours of operation shall be limited to 11:00am to 9:00pm every day with a maximum of 35
customers at any time.
3. A minor site plan shall be submitted and approved by Frederick County prior to the
establishment of this use on this property. The site plan shall meet the requirements of the
Frederick County Zoning Ordinance Section 165-204.15 for Outdoor Commercial Archery
Ranges.
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CUP #05-23, G. T. Archery (Cletus and Ginger Teets)
September 7, 2023
4. No employees permitted, beyond those residing on the premises.
5. Should this Conditional Use Permit be approved, the existing Conditional Use Permit (CUP
#07-16) is voided.
6. One (1) sign with a maximum sign area not to exceed 4 square feet (SF) and of five feet in
height is permitted with approval of the Conditional Use Permit.
7. Any expansion or modification of this use will require approval of a new conditional use permit.
Following this public hearing, it would be appropriate for the Planning Commission to offer a
recommendation concerning this application to the Board of Supervisors.
LOCATION: The subject property is located at 3641 Green Spring Road, Winchester, VA.
MAGISTERIAL DISTRICT: Gainesboro
PROPERTY ID NUMBER: 13-3-16
PROPERTY ZONING & PRESENT USE: Zoned: RA (Rural Areas)
Land Use: Residential
ADJOINING PROPERTY ZONING & PRESENT USE:
North: Rural Areas (RA) Use: Residential
South: Rural Areas (RA) Use: Residential
East: Rural Areas (RA) Use: Residential
West: Rural Areas (RA) Use: Residential
PROPOSED USE: This is a request for a Conditional Use Permit (CUP) to enable a commercial
indoor-outdoor archery range and sales of archery supplies and equipment on 4.80 acres.
REVIEW EVALUATIONS:
Planning and Zoning:
Proposal:
This is a request for a conditional use permit (CUP) to enable a commercial indoor-outdoor range on
one (1) parcel totaling 4.80+/- acres off Green Spring Road.
Comprehensive Plan Land Use Compatibility:
The 2040 Comprehensive Policy Plan of Frederick County (“Comprehensive Plan”) provides
guidance when considering land use actions. The location of this proposed commercial indoor, and
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CUP #05-23, G. T. Archery (Cletus and Ginger Teets)
September 7, 2023
outdoor, archery range with sales of archery supplies and equipment business is in a part of the
County that is planned to remain primarily rural in nature, and not part of any current land use study.
The Frederick County Zoning Ordinance allows a commercial indoor, and outdoor, archery range
with sales of archery supplies and equipment in the RA (Rural Areas) Zoning District with an
approved Conditional Use Permit (CUP). The proposed use will take place within existing structures
(an outbuilding/shed) on the Applicant’s property. The outdoor archery range, per §165-204.15, is
permitted outside a 300’ perimeter of any adjacent residences and requires a Category C separation
buffer and screening. Additionally, plans for appropriate site layout and design to protect the safety
of the public are required. Staff conducted a site visit on September 7, 2023, and determined that the
existing dense vegetation is sufficient for the buffer requirements. The proposed business is generally
compatible with surrounding rural residential uses.
Zoning Ordinance Requirements:
The Frederick County Zoning Ordinance (Chapter 165) allows for commercial outdoor shooting and
archery ranges through an approved conditional use permit. Additional regulations for specific uses
contained in the Zoning Ordinance require outdoor ranges implement the following requirements in
accordance with §165-204.15.
1. A Category C zoning district separation buffer and screening is required in relation to
surrounding properties containing residential uses.
2. In no case shall an archery range be located within 300 feet of any residence located on
surrounding parcels of land.
3. Applicant shall include plans for appropriate site layout and design to protect the safety
of the public. Such plans shall include berms and other protective features.
4. All outdoor shooting ranges shall be supervised at all times by qualified personnel.
Virginia Department of Transportation: We have reviewed the Conditional Use Permit
Application received July 7, 2023, for impacts to the transportation system. The application is for
GT Archery, LLC to expand on the original Conditional Use Permit located at 3641 Green Spring
Road, Winchester VA (Rt 671) cottage occupation selling archery supplies, located at 3641 Green
Spring Road, Winchester, VA (Rte. 671). Route 671 is an unposted 55 MPH local roadway with
1400 vehicle trips per day. A VDOT speed analysis was performed in 2016, at the time of the
previous CUP application. Our results concluded that only a Low Volume Commercial Entrance
could be permitted, allowing a maximum of 50 vehicle trips per day (25 entering, 25 exiting). Our
previous comments remain today. Only stopping sight distance is achieved, therefore, the previously
approved conditions still apply. We still ask as a condition of this CUP, this County limits the
number of trips to and from this business to a maximum of 50 per day. I have attached our previous
comments to this email for reference. Please see the attached email from Timothy Rhodes, VDOT
Land Development Engineer dated July 7, 2023.
Winchester-Frederick Health Department: Request for Conditional Use Permit Comments for a
proposed new archery shop and range to be located at 3641 Green Spring Road, Winchester, VA
(Frederick County TM#13-3-16).
During a recent phone conversation, you mentioned that you intend to reduce the number of
192
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CUP #05-23, G. T. Archery (Cletus and Ginger Teets)
September 7, 2023
bedrooms in your home on County property records from a 3-bedroom dwelling to a 1-bedroom
dwelling. If you follow through with the action, that will change the estimated daily flow of sewage
effluent from 450 gallons per day to 150 gallons per day. That will allow for up to 300 gallons per
day of sewage flow from your proposed archery shop and range to be accommodated by your
existing onsite sewage system. We estimate that each customer could contribute 5 gallons of sewage
flow per day. This will allow up to 60 customers per day to visit your shop. That number will be
reduced should you plan to have employees. The estimated flow per employee is 15 – 35 gallons per
day per 8-hour shift.
We also discussed the need for you to obtain a Minor Modification Construction Permit from this
office for the building sewer that has already been installed. This is the pipe that connects the shop
to your existing onsite sewage system. I advised that you need to consult with a private sector Onsite
Soil Evaluator (OSE) or Professional Engineer (PE) to design and/or inspect the building sewer
installed without a permit for compliance with the Sewage Handling and Disposal Regulations of
Virginia.
It is my understanding that you have hired Greenway Engineering to take care of this matter. Once
our office has received an application and fee, and approved a Minor Modification Construction
Permit, we would have no objections to the proposed use as described in your CUP application.
Please see the attached letter from Jim Davis, Environmental Health Manager dated August 22,
2023.
Frederick County Fire Marshall: Approved with conditions. Portable fire extinguisher shall be
installed as outlined in the Virginia Statewide Fire Prevention Code. Smoke alarms shall be installed
in areas occupied by the public. Please see the attached letter from Adam Hounshell,
Lieutenant/Assistant Fire Marshal dated June 14, 2023.
Frederick County Public Works: We offer no comments. Please see the attached letter from Joe
Wilder, Director of Public Works dated July 6, 2023
Frederick County Inspections Department: The building will require a change of use per the
Virginia Uniform Statewide Building Code. Other codes that may apply are The Virginia Plumbing
Code, Virginia Mechanical Code, ICC ANSI 117.1, the International Fire Code and the NEC.
Approval by the Virginia Department of Health must also be obtained prior to the issuance of
permits.
Following this public hearing, it would be appropriate for the Planning Commission to offer a
recommendation concerning this application to the Board of Supervisors.
193
13 3 16
281THREECREEKS RD
204MONARCH LN
170MONARCH LN
3615GREENSPRING RD
3669GREENSPRING RD
3691GREENSPRING RD
3620GREENSPRING RD
3680GREENSPRING RD
3690GREENSPRING RD
GREEN SPRING RD
Application
Parcels µ
Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: August 29, 2023
GREEN SPRING RDT
HREE CREEKS RDSPRING HILL LNGLENGARY RDMONARCH LNHOWARDS CHAPEL RD0 170 34085 Feet
CUP # 05 - 23: GT Archery, LLCPIN: 13 - 3 - 16Indoor and Outdoor Archery RangeZoning Map
CUP #05-23
194
13 3 16
281THREECREEKS RD
204MONARCH LN
170MONARCH LN
3615GREENSPRING RD
3669GREENSPRING RD
3691GREENSPRING RD
3620GREENSPRING RD
3680GREENSPRING RD
3690GREENSPRING RD
GREEN SPRING RD
Application
Parcels µ
Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: August 29, 2023
GREEN SPRING RDT
HREE CREEKS RDSPRING HILL LNGLENGARY RDMONARCH LNHOWARDS CHAPEL RD0 170 34085 Feet
CUP # 05 - 23: GT Archery, LLCPIN: 13 - 3 - 16Indoor and Outdoor Archery RangeLocation Map
CUP #05-23
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Planning Commission
Agenda Item Detail
Meeting Date: September 20, 2023
Agenda Section: Other
Title: Current Planning Applications
Attachments:
214