025-23 (RezoningO-NMinerals(Carmeuse)) ORDINANCE
Action:
PLANNING COMMISSION: October 4, 2023 Recommended Approval
BOARD OF SUPERVISORS: October 25, 2023 Postponed
BOARD OF SUPERVISORS: November 8, 2023 Approved
ORDINANCE AMENDING
THE ZONING DISTRICT MAI'
REZONING#03-23 O-N MINERALS (CARMEUSE)
WHEREAS,REZONING#03-23 O-N Minerals(Carmeuse)was submitted to rezone 391.87+/-acres from RA
(Rural Areas)District to EM(Extractive Manufacturing)District with proffers.The properties are located cast 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(PIN's)34-A-8A portion,34-
A-129E portion,34-A-10,34-A-1 OA,34-A-1 OB,34-A-1 OD,34-A-I OE,34-A-1 OF,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-129A and 34-A-
129G in the Stonewall Magisterial District;and
WHEREAS, the Frederick County Planning Commission held a public bearing on October 4, 2023 and
recommended approval; and
WHEREAS, the Frederick County Board of Supervisors held a public hearing on this Rezoning during their
regular meeting on October 25, 2023 and postponed the request to the November 8,2023 meeting; and
WHEREAS, the Frederick County Board of Supervisors held a public meeting on Rezoning #03-23 O-N
Minerals (Canneuse)during their regular meeting on November 8, 2023; and
WHEREAS, the Frederick County Board of Supervisors finds the approval of this Rezoning to be in the best
interest of the public health, safety, and welfare.
NOW,THEREFORE,BE IT ORDAINED by the Frederick County Board of Supervisors,that in accordance
with Chapter 165 of the Frederick County Code,Zoning,the Zoning District Map is amended in accordance with
Rezoning#03-23 O-N Minerals (Carmeuse) to rezone 391.87+/-acres from RA (Rural Areas)District to EM
(Extractive Manufacturing) District with proffers. The conditions voluntarily proffered in writing by the
Applicant and the Property Owners are attached.
This ordinance shall be in effect on the date of adoption. Passed this 8th day of November 2023 by the following
recorded vote:
Charles S. DeHaven, Jr., Chairman No Shawn L. Graber Aye
Heather H. Lockridge Aye Robert W.Wells Aye
Josh E. Ludwig Aye Judith McCann-Slaughter No
Blaine P. Dunn Aye
A COPY ATTEST Jill
Michael L.Bollhoefer
Frederick County Administrator
Res. # 025-23
COG
�w4 REZONING APPLICATION #03-23
O-N MINERAL (CHEMSTONE) dba CARMEUSE AMERICAS
w0 Staff Report for the Board of Supervisors
D Prepared: November 1, 2023
1738
1(738 Staff Contacts: John Bishop,AICP,Assistant Planning Director
Reviewed Action
Planning Commission: 10/4/23 Recommended Approval
Board of Supervisors: 10/25/23 Postponed
Board of Supervisors: 11/08/23 Pending
EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 11/08/23 BOARD OF
SUPERVISORS 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 as adopted September 27,
2023. The proposed zoning classification of Extractive Manufacturing conflicts with the Board's
adopted future land use designations which call for Industrial, Heavy Industrial, and Warehouse uses
for the parcels under consideration in this rezoning.
The Applicant has recently completed a hydrogeologic study which is included in the rezoning
attachments. The applicant had previously noted that the study would be peer reviewed, however
Virginia Tech has turned down that opportunity.
Below, the applicant's proffer statement, dated October 19, 2023, details the applicant's proffered
conditions to offset impacts of development. Staff notes regarding areas of concern are included in
bold italics.
In addition to those comments, Staff would recommend the Board of Supervisors 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. Impacts on the community and particularly nearby residents and enforceability of proffers
offered to mitigate those impacts.
4. The potential impact of uses allowed by-right in the proposed zoning district that were not
studied.
At the October 25a'Board of Supervisors meeting the Board of Supervisors held the public hearing and
subsequently tabled the item to allow the applicant more time to address peer review of the
hydrogeologic study as well as to address concerns regarding neighbors with concerns about their wells
that had not been contacted as part of that study process. As of the time of this staff report, staff is
unaware of any progress on those items.
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 2
Following the required public hearing, a decision regarding this rezoning application by the
Board ofSugervisors would be appropriate. The A,2,2licant should be12regared to adeauately
address all concerns raised by the Board of.S'ugervisors.
This report is prepared by the Frederick County Planninz Staff to provide information to the
Planninz 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)-l OA, 34-(A)-l OB, 34-(A)-l OD, 34-(A)-l OE,
34-(A)-IOF, 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
Ml (Light Industrial) District
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 3
REVIEW EVALUATIONS:
Review Agency Comment Issuance Status
Date
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 October 18, 2023 Acceptable form with
comments.
Frederick-Winchester Service Authority January 3, 2023 No comments.
Winchester Regional Airport January 9, 2023 No comment relevant to
rezoning.
Historic Resources Advisory Board I February 27, 2023 1 Comment resolved.
County of Frederick Attorney: Please see attached emails from Roderick B. Williams, County
Attorney dated October 18th, 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 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 (last updated September 27, 2023). 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
currently have text addressing the future of the parcels in question. However, the Land Use
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 4
Plan calls for Industrial,Warehousing, and Heavy Industrial uses for the parcels subject to this
rezoning request. The County's recent update of the NELUP resulted in no changes being made
to future land uses for the application area.
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 continue 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 October 19,2023, 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. A copy of the GDP is attached hereto and
incorporated by reference into these Proffers as Exhibit C.
1.2. While the entire Property shall be zoned to the Extractive Manufacturing("EM")zoning
district, the Owner shall limit the area for extractive mining to that area delineated on
the GDP as "Approximate Limits of Minim".
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, 2023 Tax Map Parcel 33-A-144, (the
"Existing Stockpile"), by fifty (50) feet. Following this reduction in height of the
Existing Stockpile,its height shall not be increased. This Existing Stockpile is located
on lands owned by the Owner that are currently zoned EM and are not included in this
rezoning application. This off-site proffer obligation, however, shall be obligatory
against all lands constituting the Property included in this rezoning application.
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 5
Staff Note: As this parcel(33-A-144)is notpart of this rezoning and thus not bound
by this proffer, additional measures should be taken to ensure that the stockpile
height cannot be raised above 100 feet in the future.
2.2 The materials removed from the Existing Stockpile shall be relocated to other lands
owned by the Owner that possess an EM zoning designation in conformance with
VDOE permits and shall be limited to a maximum height of one hundred (100) feet.
2.3 Following this reduction in the height of the Existing Stockpile and stabilization of the
stockpile elements,Owner shall reclaim the disturbed areas of overburden material with
seed - such seed selection to be determined in consultation with the VDOE'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 twelve (12) months following Final Approval. Thereafter,
work in reducing the height of this Existing Stockpile shall commence promptly upon
issuance of the VDOE permits 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 D, shall
not exceed seventy five (75) feet in height. The New Stockpiles shall be designed to
provide usable materials for future productive use pursuant to Proffer 3.2 below and
shall not be permanent in nature.
3.2 Within eighteen (18) months following cessation of all mining activities on the
Property,the New Stockpiles shall be rough graded in way which will render the land
where the New Stockpiles were located to be suitable for other economic development
and industrial uses,and in accordance with VDOE and other permits and all applicable
laws. "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 applicant's activities it should be noted that this proffer
commitment would likely be unrealized for decades to come.
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 6
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. The landscaping shall have a mix of small,medium, and large deciduous
and coniferous plantings placed in a random manner to be consistent with existing
vegetation patterns. 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.
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 of Frederick(the "County") and VDOT.
4.2. In order to facilitate improvements at, or in the vicinity of, the Hopewell
Road/Martinsburg PikeBrucetown Road Intersection, the Owner shall, upon Final
Approval:
(i) Provide a cash donation of One Million,Seven-Hundred and Fifty Thousand
Dollars ($1,750,000)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-1 15A 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-1 15B, 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.
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 7
4.3. Road Abandonments & Relocations.
The Owner has commenced a process with VDOT pursuant to Va. Code Ann. §33.2-
912 requesting 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. All of the existing public roads maintained by VDOT shall remain
open for public use until the Road Improvements are substantially completed and
opened for public use.
4.4 Road Improvements.
Within one(1)year following Final Approval,the Owner shall submit design plans
to the County and VDOT for the following road improvements (collectively, the
"Road Improvements"):
(A) 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,
(B) 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
(C)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.
All of the Road Improvements shall be designed to be in conformance with VDOT
minimum standards and measures shall be taken to avoid significant curves or other
design elements in the Road Improvements that are not conducive to safe and efficient
travel and particularly industrial traffic.Following approval of the design plans for the
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 8
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 agreement.
The Road Improvements described in Section 4.4.13 and 4.4.0 above mustbe completed
by the Owner prior to Owner's extraction of material from the Property for processing,
or fifteen (15)years following approval of the design plans by the County and VDOT,
whichever event occurs first in time. Road Improvements described in Section 4.4.A
must be completed within ten(10)years following approval of the design plans by the
County and VDOT. The section of Woodside Road(State Route 67 1)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 fee simple rights-of-way and necessary
easements for the Road Improvements on the Property to the Board at no cost to the
County prior to the commencement of any road construction activities. The Owner
shall reserve for future dedication to the County sufficient right-of-way to facilitate
future widening of the New Road to be a 4-lane divided road section (the "Additional
Right-of-Way") by others. Upon receipt of a written request from the County for
dedication of all or a portion of the Additional Right-of-Way,the Owner shall dedicate
this requested land to the County at no cost to the County. During the construction of
the New Road discussed in Section 4.413 above, the Owner shall also rough grade the
Additional Right-of-Way to facilitate the future construction by others for the New
Road to be a 4-lane divided road section.
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.
4.5 Mine Traffic and Tunnel Under Brucetown Road
For all rezoned Property,the Owner will utilize the existing 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. The Owner shall obtain
VDOT reauthorization for use of this existing tunnel prior to moving material from the
Property.
Staff note: For clarity, this would still allow for traffic from other potential by right
uses in the EM Zoning District to utilize the surrounding transportation network
(concrete mixing, asphalt mixing, etc.).
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 9
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 zoning district,this 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 processing
capacity of the existing processing operations not subject to this rezoning.
Upon Final Approval and at no time thereafter shall the number of trucks carrying
finished product which have been weighed and ticket across the scales ("Customer
Trucks exiting onto Brucetown Road from the plant's existing Brucetown Road exit
exceed an average of four hundred (400) Customer Trucks per day as measured over
any consecutive thirty day period(the"Maximum Daily Average").
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 scale house tickets,in
order to verify Owner's compliance with this section. In the event the Maximum Daily
Average is ever exceeded,the Owner acknowledges that the County,through its Zoning
Administrator, may exercise any or all of the remedies for breach of this proffered
condition pursuant to Section 165-102.06 (G) of the Zoning Ordinance.
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. Furthermore, since the applicant does business by rail with their
finished product,in bound truck trips hauling product for processing that eventually
leaves by rail would not be captured in this count.
4.7 Exit and Relocation Restrictions
The Owner further covenants and agrees that:
(i) Owner shall not use any other access point from the plant onto Brucetown Road
other than the Brucetown Road entrance that exists as of the date of this
rezoning application and shall not make an application to VDOT for any new
entrance permit along Brucetown Road. The Owner shall ensure that its existing
entrance on Brucetown Road remains in full conformance with all VDOT
minimum standards at all times and that this conformance obligation may entail
future improvements to this Brucetown Road entrance, and
(ii) Owner shall not use any exit onto Walters Mill Lane for ticketed Customer
Trucks unless there is an emergency circumstance that temporarily necessitates
such use in accordance with VDOT's recommendation and approval, and
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 10
(iii) Owner shall not relocate Owner's existing lime kilns or related equipment onto
the newly rezoned Property.
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 11:00
AM and 5:00 PM, Monday through Friday. If there is an emergency situation that
necessitates 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 five (5) 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
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 11
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
shall be submitted to VDOE for verification. In the event that VDOE is unable to
determine causation,an independent third-parry expert shall be retained at the Owner's
sole cost and expense. In the event the Owner's quarry operations are determined to be
the cause of the damage to the Surrounding Property, this damage shall be promptly
remediated and repaired by Owner at Owner's sole cost and expense.
6. NOISE AND LIGHT ENHSSIONS
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 the U.S.Department of Labor's Mine
Safety and Health Administration ("MSHA") or other applicable regulatory agency.
6.4 The Owner shall not use any temporary lighting fixtures on top of berms or stockpiles
unless such temporary lighting is directed by VDOE and MSHA to address an
emergency situation.
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 a minimum of three(3)times
per week from the current Brucetown Road entrance and two thousand(2,000)feet west
on Brucetown Road.
Staff note: Staff would suggest that due to varying weather patterns and 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
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 12
equipment available to perform the service that roadway dust and mud be treated
daily.
8. GROUND WATER MONITORING WELLS AND SEISMIC MONITORING STATIONS
8.1 Owner shall have a minimum of six(6)monitoring wells installed,which shall include
any existing monitoring wells,within six (6) months after Final Approval to establish
baseline water levels in order to effectively monitor and avoid any detrimental impact to
groundwater wells on the Surrounding Property.
8.2 Any adverse impact or damage to wells located on the Surrounding Property shall be
submitted to VDOE for verification. In the event that VDOE is unable to determine
causation, an independent third-party expert shall be retained at the Owner's sole cost
and expense. In the event the Owner's quarry operations are determined to be the cause
of the adverse impact or damage to wells located on the Surrounding Property, this
damage shall be promptly remediated and repaired by Owner at Owner's sole cost and
expense.
8.3 Owner shall also utilize the seismic monitoring stations described in Section 5.2 to
monitor the impacts of blasting events upon the hydrogeology of the vicinity and assist
in determining any potential detrimental impact to groundwater wells on the
Surrounding Property due to blasting activity.
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
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 13
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.
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
donate up to five thousand(5,000)tons of aggregate for use in 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.
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 14
13.3 The Permitted uses 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"and"Manufacture andprocessing ofcement, lime and
gypsum" are hereby proffered-out and shall not be permitted on the Property.
Staff note: With these being the only uses 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✓
concrete mixing plants and the manufacture of brick, block and precast concrete
products.
13.4 In order to facilitate the acquisition of matching grant or"Smart Scale"funding so as to
allow for the widening and improvement of Brucetown Road between Quarry Lane and
Hopewell Road concurrent with improvements to the Hopewell Road/Martinsburg
Pike/Brucetown Road Intersection pursuant to Section 4.2,above,the County may at its
sole discretion reallocate any or all of the cash contributions set forth in Sections 9, 10,
or 11 toward the widening and improvement of Brucetown Road between Quarry Lane
and Hopewell Road.
13.5 In recognition of the future potable water needs of the citizens of Frederick County and
the likely VDOE reclamation plan for the future limestone quarry pit on the Property to
be a water impoundment facility,the Owner agrees that prior to the cessation of mining
activities on the Property pursuant to VDOE permits, it shall enter into good faith
negotiations with Frederick County and/or Frederick Water concerning the future use of
this water impoundment facility and the development of a comprehensive agreement
accepted by both the Owner and Frederick County and/or Frederick Water concerning
the use of this water impoundment facility and the potable waters therein.
Staff note: While staff notes the intent of this proffer, the language merely
guarantees that Carmeuse will attempt to negotiate potential agreements with the
County or Frederick Water in the future.
PLANNING COMMISSION SUMMARYAND ACTION FROM THE MEETING OF 10/04/23:
The Planning Commission considered this item on October 4, 2023,with September 29th proffers
as updated from July 10th. They recommended approval by a vote of 9-2 with another 2 members
abstaining.
BOARD OF SUPERVISORS SUMMARYAND ACTION FROM THE MEETING OF 10/25/23:
At the October 25th Board of Supervisors meeting the Board of Supervisors held the public hearing and
subsequently tabled the item to allow the applicant more time to address peer review of the
hydrogeologic study as well as to address concerns regarding neighbors with concerns about their
wells that had not been contacted as part of that study process.
Rezoning 903-23 O-N Mineral (Chemstone)
dba Carmeuse Americas
November 1,2023
Page 15
Followinz the required public hearin,-, a decision re-arding this rezonin,-application by the
Board of Supervisors would be appropriate. The Applicant should be prepared to adequately
address all concerns raised by the Board of Supervisors
REZ # 03 - 23: O-N Minerals (Chemstone) dba Carmeuse Americas
PINs: 34 - 1 - A, 34 - A - 7, 34 - A - 8A, 34 - A - 10, 34 - A - 10A, 34 - A - 108, 34 - A - 10, 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 - 17
Rezoning from RA to EM
Zonin Map
.V �.' oe•.: .•.:gWO°DR,NE t '�.,: BERKELEY
RD— oe•• •• °°• • • ,,. COUNTY
rwik PIKE
WOODBINE RDoo• �i
WEST VIRGINIA
A.
4��RT;N'S'BURG PIKE
4442
00•
OOyyyy�� - ��{{••yy�� .
G�fl REZ#0323
REZ1#,0,3-23
REZ#03-23 REZ#03-23
OR,
't /
97,
4027
MARTINSBURG
1
G�fl
' REZ#0•��23 � * �•W�
SPBR
NSON
11 R�NGRD
REZ#'03-23
Mon
EX
ME
REZ#03 23to
00 a �..�! ' /.«.. # ,
REZ Y03 23 03 23
/ y REZ#03-23 REZ#03-23 am
f A t
@22MQbQ�
•"�/. o '� r REZ#03.23 Dfl RE�#03-23 :. y- �'• v�
•I IREZ#03 23 REZ
REZ#03-23 i. `REZ#o3-z3 :• G
a'. to ..Q EZ#03-23
#0 23 y
LJ '• CJJLJ
REZ#03_23 00 \ Q
a. A'lG1a71
BERKELEY
°j
REZ#03-23 `2`t NERD WESTOVIRGINIA
REZ#03 3•e •
I - Y
��O e
s Nso 0
5
QApplication yoFoq
Sewer and Water Service Areooay ('`,`= oFoy°qty SIR30HNSRD
Area
�BFps \ RO �,Syao
Q Parcels
• AY .Z�� FKR\
B2(General Business District) • o�- o
. •• �� clear
B3(Industrial Transition District) 11 cie�r Brook o� Brook
EM(Extractive Manufacturing District) N
M1 (Light Industrial District) 1
M2(Industrial General District) 7 w E
1 S
i
J
Frederick County Planning&Development
r _ 107 N Kent St
Winchester,VA 22601
540-665-5651
0 700 1,400 2,800 Feet Map Created:July 25,2023
4535 3276
MARTINS UR--PIKE 166 r, WOODS DI EIRD
,. 281 320 • �;�
' 4504 WOODBIN321 E RD `
ZACHARY MARi1NSBURG' 174 WOODBINE RD WOODSIDE RD 3220M.
ANN LN , 448.1,+-. PIKE WOODBINE RD - WOO E RD
MARiINSBURG PIKE 4478 3121
'��'�•+�+ WOODSIDE RD
81 4455 MARTINSBURG PIKE
MARiINSBURG 4 4442
PIKE MA.IRUTI SBU RG.:PIKE 276
351 WOODBINE RD
CZACHARY 4407 12 F 3150
ANN LN MARi1NSBURG MARi1NSBURG �
r1Pl � ��+IKE WOODSIDE RD
$� MARi1NSBURG PIKE
.q 6 34 A <�,.. 3026
f 831,7 MARi1NSBURG PIKE 129A WOODSIDE RD
MARi1NSBURG X332 280 / >`
PIKE MARi1NSBURG WOODBINE RD
7
'423 IP KE '
, 6P :,�.. 34#A.7
MARi1NSBURG
' PIKE X4282 _
MARi1NSBURG PIKE I I 2066
4231 4268
MARi1NSBURG- MARiINSBURG 34 A 8A 34.A 1296 GILLIE LN
t<
;;" � +• MARiINSBURG
PIKE
MARi1NSBURG
PIKE
4150 -
4027 MARi1NSBURG
=MARiINSBURG' 34.A 129E °
PIKE,' 't
271
� BRANSON �
SPRING RD 34 1 A
40.30 '
MARi1NSBURG 305
PIKE
WOODSIDE RD ' � LN
-
WOODSiDE RD �• `� � � � �` t �� "`°- ,
� 1 4 34 8 • .. 451 - ABRILS
34 8 1 7 f� 34 8 I "' - GRACE RUN LN
I�RG
34 8 1 8 ��34�8 1 1.: 461 t
3900 1435 `, � �
BRUCE70WN RD 34 8 1 9
R 34 A � ABRILS I
MARi1NSBU_RG CHURCH RD
'PIKE _ 34 A 10 10B I
W4.
�.. . " lOE GRACE 181
' I CHURCH RD ABRILS ,
GRACE 81,
"` � _ 7 - l CHURCH RD �, � .•1� •
34 8 1 h
CH �_
•' , \.1435 . . 570 • 41
BRUCEiOWN RD
CHURCH RD ,�j• � �
140 j/� 203 ,����
) HOME LN SIDWELCOME E RD g 4B 1383 ,y+� �, 1761
r
131DF RD BRUCE70WN RD ° BRUCEiOWN RD My- ,,.,� '•'�
��45355.
/ MARiINSBURG PIKE 166 WOODSIDEIRD
321 �4504�yy00DBINE RD 281 3201
•...
MARi1N_SBURG.I�• .WOODBINE RD- WOODSIDE RD 3220
ZACHARY SPIKE111,7,4 . W I SIDE RD
ANN LN48w 1_ `�WOODBINE�D
MARTINSBURGPIKE�447a.8
1.1
f�.4.4�5.5,�MARiINSBURG PIKE
81 r 1
MARi1NSBURG" a—,4442
r,, �1
'IKEMARiINSBUURG PIKE
ZACHARY 4407 -�7 WOODBINE RD , ��i,�`,�� 7�, A A'
3150.
ANN LN MARi1NSBURG MARiINSBURG ��
err +rte OODSIDE R-D `
PIKEi IKE , *
4� �r'rrr. r�r�rr'r�rr'r� r
81, MARiINSBURG PIKE
.43r"6q7 34 A 3/,+0.26
43 b7 MARiINNSSBURG PIKE �! 129A ' WOODSID D��,/,�`'
MARi1NSBURG 4332 280 6MAINSBURGWOODBINE
RD � �6*�/, ��� *r /A AAA 1*
4273IKE
MARTINSBURG
PIKE4282 �� f
MARiINSBURG PIKEA A,PA�/ �\+`� e2066
4268
#' ="4231 UU\hi4S ,
MARi1NSBURG: Mf RiINSB 34 A 8A a,p 34*129 �T � 6A65 wi�4'
GILLIE LN
PIKE PIKE"�'++.�,�••'°•.^-. rt ` •.I ���� 1
I' 4230
MARiINSBURG
PIKE �`-
4123 v�
MARiINSBURG _ 1
11,70
PIKE ,� ����
aov also I141A A A��A *�t�
MARiINSBURG PIKE
MARiINSBURG A A A A P34 Ar129Es 4L A A A
2 71PIKE • q/ ��� �������
•• .BRANS
�ANSON
SPRING RD * 34 1 A
� 4030
305
ABRILS
� O ,LRUN LN f�.���WODSIDRD ��
34'` 3418 3� ' 451 ABRILS -
�` 34 8�7 ♦ 34 8 GRACE RUN LN
�� ��' � 1 3 tl 2♦ ���1� r���� CHURCH RD
IURG..� i.��� � � ., �♦ `
3900 ....., ,,.>♦ ' -�� GRAC 31
{ BRUCEiOWNrRD9 348 1 34rA ABRILS.I
6 MARi1NSBUR - CH !CH RD
>� ��� 34A 10 � 101 �34�� �
. 571
GRACE, 1RILS �.
CHURCH RD ABRILS
,� �� � ♦3\10A�� .m. GR CE �� 'h
\ \ CHURCH RD „�•• .•1 •
� 3489 1J �� � CH _ �• ���
GRACE � �
CHURCH RD aI,
• 203r^
WELCOME 1761�1, !'� �� •�
�.1� HOMELN� BRUCEiO
• bI
To be completed by Planning Sta Fee Amount Paid s 3 Q 9 .cam
Zoning Amendmen Number O - Anticipated PC Hearing Date
Date Received ZL 3 Anticipated BOS Hearing Date
REZONING APPLICATION
FREDERICK COUNTY, VA DEPARTMENT OF PLANNING& DEVELOPMENT
1. Property Owner(s) (please attach additional page(s) if more than two owners):
Name: O-N Minerals (Chemstone) Company dba Carmeuse Americas
Nicholas A.ao�e�ayo,vine President,�a9a�a Environmental s General counsel
Specific Contact Person if Other than Above:
Address: c/o Carmeuse Americas, 11 Stanwix Street, 21 st Floor, Pittsburgh, PA 15222
Telephone: (412) 995-5558 _ Email: nick,bonarrigoga earmeuse.com
Name:
Specific Contact Person if Other than Above:
Address:
Telephone: _ Email:
2. Other Applicant Party (such as a contract purchaser) (please attach additional page(s)
if necessary):
Name: The Property Owner is the Applicant Party.
Specific Contact Person if Other than Above: (same as above)
Address: (same as above)
Telephone: (same as above) Email: (same as above)
3. Law firm, engineering firm, or other person, if any, serving as the primary contact
person for this application:
Firm Name: Walsh, Colucci, Lubeley & Walsh, PC
Specific Contact Person at Firm: J. Randall Minchew
Address: 1 E. Market Street, Suite 300, Leesburg ,VA 20176
Telephone: (571) 209-5777 Email: Jrminchew@thelandlawyers.com
Please note that, if a law firm, engineering firm, or other person, other than the owner of the
property, will be acting on behalf of the owner and/or executing papers on behalf of the
owner in connection with the rezoning, the owner will need to execute a power of attorney
form granting the firm or person such authority.
12
4. Project Name (if any): Carmeuse Clear Brook Limestone Quarry
5. Property Information:
a. Property Identification Number(s): See attached list
b. Total acreage of the parcel(s): 409.87 acres
c. Total acreage of parcel(s) to be rezoned (if other than whole parcel(s) is being rezoned):
391.87(34-A-BA:rezone 137.612 acres out of 157.612 total);(34-A-129(E)-Rezone 51.887 acres out of 116.56 total
d. Current zoning designation(s) and acreage(s) in each designation:
RA, 391.87 acres
c. Proposed zoning designation(s) and acreage(s) in each designation:
EM, 391 .87 acres
f. Magisterial District(s): Stonewall
g. Location - the property is located at(give street address(es) if assigned or otherwise exact
location based on nearest road and distance from nearest intersection, using road names
and route numbers):
The 391 .87 acres of land included in this EM rezoning application are located
east of the Winchester & Western Railroad, north of Brucetown Road
(State Route #672) and Turkey Run, and south of Woodbine Road (State Route 669).
h. Adjoining Properties:
Parcel ID Number Use Zoning
34-((A))-5A Residential RA
34-((A))-6C Agricultural RA
34-((A))-129 Agricultural RA
34-((A)}-129(1-1) Agricultural RA
34-((A))-129(1) Agricultural RA
34-((A))-126 Residential RA
Please attach additional page(s) if necessary.
Property identification numbers, magisterial districts, and deed book and page numbers/
instrument numbers may be obtained from the Office of the Commissioner of the
Revenue, Real Estate Division, 107 North Kent Street, Winchester, VA 22601.
13 A
4. Project Name (if any): Carmeuse Clear Brook Limestone Quarry
5. Property Information:
a. Property Identification Number(s): See attached list
b. Total acreage of the parcel(s): 409.87 acres
c. Total acreage of parcel(s) to be rezoned (if other than whole parcel(s) is being rezoned):
391.87(34-A-8A:rezone 137.612 acres out of 157.612 total);(34-A-1 29(E)-Rezone 51.887 acres out of 116.56 total
d. Current zoning designation(s) and acreage(s) in each designation:
RA, 391.87 acres
e. Proposed zoning designation(s) and acreage(s) in each designation:
EM, 391 .87 acres
f. Magisterial District(s): Stonewall
g. Location - the property is located at (give street address(es) if assigned or otherwise exact
location based on nearest road and distance from nearest intersection, using road names
and route numbers):
The 391.87 acres of land included in this EM rezoning application are located
east of the Winchester & Western Railroad, north of Brucetown Road
(State Route # 672) and Turkey Run, and south of Woodbine Road (State Route 669).
h. AdJoining Properties:
Parcel ID Number Use Zonin>;
34-((A}}-10C Agricultural RA
34-((A))-123 Residential RA
34-((A))-120 Residential RA
34-((2))-A Residential RA
34-((2))-24E Residential RA
34-({A))-11 Agricultural EM
Please attach additional page(s) if necessary.
Property identification numbers, magisterial districts, and deed book and page numbers/
instrument numbers may be obtained from the Office of the Commissioner of the
Revenue, Real Estate Division, 107 North Kent Street, Winchester, VA 22601.
13 $
4. Project Name (if any): Carmeuse Clear Brook Limestone Quarry
5. Property Information:
a, Property Identification Number(s): See attached list
b. Total acreage of the parcel(s): 409.87 acres
c. Total acreage of parcel(s) to be rezoned (if other than whole parcel(s) is being rezoned):
391.87(34-A-8A:rezone 137.612 acres out of 157-612 total);(34-A-129(E)-Rezone 51.867 acres out of 116.56 total
d. Current zoning designation(s) and acreage(s) in each designation:
RA, 391.87 acres
e. Proposed zoning designation(s) and acreage(s) in each designation:
EM, 391 .87 acres
f. Magisterial District(s): Stonewall
g. Location -the property is located at(give street address(es) if assigned or otherwise exact
location based on nearest road and distance from nearest intersection, using road names
and route numbers):
The 391.87 acres of land included in this EM rezoning application are located
east of the Winchester & Western Railroad, north of Brucetown Road
(State Route #672) and Turkey Run, and south of Woodbine Road (State Route 669).
h. Adjoining Properties:
Parcel ID Number Use Zoning
34-((A))-11 A Agricultural EM
34-((1))-B Residential RA
34-((A))-87 Residential RA
34-((A))-8 Residential RA
34-((A))-8B Agricultural RA
34-((A))-165D Vacant M1
Please attach additional page(s) if necessary.
Property identification numbers, magisterial districts, and deed book and page numbers/
instrument numbers may be obtained from the Office of the Commissioner of the
Revenue, Real Estate Division, 107 North Kent Street, Winchester, VA 22601.
13 C
4. Project Name (if any}: Carmeuse Clear Brook Limestone Quarry
5. Property Information:
a. Property Identification Number(s): See attached list
b. Total acreage of the pareel(s): 409.87 acres
c. Total acreage of parcel(s) to be rezoned (if other than whole parcel(s) is being rezoned).-
391.87
ezoned):391.87(34-A-8A:rezone 137.612 acres out of 157.612 total);(34-A-129(E)-Rezone 51.887 acres out of 116.56 total
d. Current zoning designation(s) and acreage(s) in each designation:
RA, 391.87 acres
e. Proposed zoning designation(s) and acreage(s) in each designation:
EM, 391 .87 acres
f Magisterial District(s): Stonewall
g. Location- the property is located at (give street address(es) if assigned or otherwise exact
location based on nearest road and distance from nearest intersection, using road names
and route numbers):
The 391.87 acres of land included in this EM rezoning application are located
east of the Winchester & Western Railroad, north of Brucetown Road
(State Route#672) and Turkey Run, and south of Woodbine Road (State Route 669).
h. Adjoining Properties:
Parcel ID Number Use Zoning
34-((A))-105 Vacant RA
34-((A))-6C Storage M1
34-((A))-6A Storage M1
34-((A))-4A Pump Station RA
Please attach additional page(s) if necessary.
Property identification numbers, magisterial districts, and deed book and page numbers/
instrument numbers may be obtained from the Office of the Commissioner of the
Revenue, Real Estate Division, 107 North Kent Street, Winchester, VA 22601.
13 D
Parcels included in EM Rezoning Application
KEY T4s AMP ONINtR VSE ZDIJOJC j AOREAOE NCYE
01N MINE PALS ICHLMSTONE)COMPANY
R1 34.OAD-10 &=POINTE FNERHESS WAY SUIYE 301 AORICU'LTURAL RA
FORT WAYNE.N`0801
OK MNERALS ICHE M3TCNE)CCMPANY —
R2 34.OXJ]•10A 6V10PONTE WLR7JE$$WAYSUSE 301 AGR[CVLtURAL RA 5600
FORT WAYNE.N`000`
ONMNERALSICHEMSTONEIOOMPANY
93 Si-mf -7p6 J9i20 PCwM ME RNESS YLSY 9UF1E 3UF AGRICULTURAL RA. SW
FORT WAYNE.N:.
ON MAYE RALB 1CH£MSTONEI COMPANY
R/ 34i A)i-10D 6720 POINTE MERNESS WAYSLME 301 AGRCULTNML RA 5.5M
FORT WAYNE.N 48804
ON MNt iULLS ICHEMSTONEI COMPANY
R5 3`-IlAli-t0E 69-,9PC1N7f VERNESSWAYSURE301 AGRIGbWRAL RA 59M
FCRTWAYNE,N 488M
ON MNE RALS 4CHEMSTONEI CCMPAW
fib 34-Wi-10F t"PCNTE WERNESSWAYSM 301 AORICLILTURAL RA 7464+
FORTWAYRE,N 468N
ON AAN€RALS OCHE MSTCNE)COMPANY
R7 31{L>n}7.1 6V70 PONTE FA/ERHESS WAYSL9TE 301 AGRICUSTIIRAL RA 7451
FORT WAYNE.N 4050`
OTT~RALS JrW MSTME)COMPANY
RS 344UVII-1-2 W20 POINTE INVERNESS WAYGUTE 30t AGNCULTVRAL RA 7-70
FOITT WAYTJE,N 1680`
C4N MNERALS 4CHEIMYCNEI COMPANY
R9 34-tgwl-3 4520 POINTE FNERNESS WAYSUfM 301 AUACULTURAL RA 7Ao5
FORT WAYNC W4004
ON MINERALS 4CrEM5TONE)COMPANY
RIO 34{16)F74 GMPCtM FIVERNESSWAYSURE 30) AGRCMURAL RA loan
FORT WAYNE.N 4Q141
0 f MINE RALS{CNE MSTOW)COMPANY `
Rti 344M A-8 60.0 PONTE NYERNE56 WAY SLATE 301 ACRIC4,%M4RAL RA 344
FCRTWAYKE.N 1W W
ON WARALS IONE MSTONE)COMPAW
RI2 34.I1g)}t•8 GUM POINTE FIVE RNEBE WAY 9UgT 301 AGRICULTURAL RA 5000
row WAYfiE.N 48604
OK MINERALS ICHEMSTONE)COMPANY
913 3•{1011-!-7 GemPCNTE NJERNESSY"YSLP7E 301 AGRICU:TNRAL RA 3.705
FORT WAYNE.N 46804
ON WKRALS LONE MSTONEI COMPANY
R14 34{tA1F1-5 41'1H0 PON`[NWERNESS WAY sun 301 A6RICULT 0AL RA 3147
FORT WAYHE.IN 456Qi
4H5ANERALSiCHEMSTON£)COMPANY
RAS 3441A)FI-10 V=POINTE NVERNESS WAY SUITE 301 ASRIC4lLTURAL RA 11W
FORT WAYNE.#146MA
OH MNERAL$4CHE M$TONE)COMPANY
R78 3410AJ}JL!7 8>r20 POINTE NIERNESS WAY SURE 301 RESOENTTLL RI. M1I14
FORT WAYNE.1140404
ON MINERALS IC HEMSTONEI COMPANY
R17 34A&)}-0A 6720 PCNTE ME RNE.3S WALY SUITE 301 AGRevol"I RA T7Y.`U t
FORT WAYNE.IN 45&U
ON MNERAL.S 4CHEMSTOME)COMPANY
Rig 34.4L17YA W20POFRE WtRNESSWAYSURt 301 R€SVENTML RA az AYA
FORT WAYME,N 40934
ON MNERALS(CNEILISTT3IJE)COMPANY
Rig 344(MHA29E 6010PCNTET{YFRNESS WAYSURE 301 RESOEKTAL RA 4LUI t
FCRTSVAVK.N 4680`
ON MINERALS ICKW70tif)COMPANY
Rti 34-4Ay-7 8=POKM WERNES$WAYSURE 301 RESIDENTIAL RA 83154
FORT WAYNE.N 46804
ON MINERAL$4CHEMSTONE)COMPANY
Rti ]4{(A))-129. W20PLWTE FUERNESSWAYSUITE 301 ReMFNTAL RA 5101
FORT WAY7E.N 10804
ON►MYERALE(CIEMSTCNE)COMPANY
R1: 33{fAD-4196 6320PONTE INVERNESS V"YEU0E 301 RESOEPMAL RA LE 778
FidET1YAYNE.N`660`
T5,4Y 191W
w.mss• f ar.raen IS a nnnlnn of Th,—urr--1
6. Disclosure of real parties in interest.
Virginia Code § 15.2-2289 provides that localities may by ordinance require any applicant
for a zoning amendment to make complete disclosure of the equitable ownership of the real
estate to be affected including, in the case of corporate ownership, the name of stockholders,
officers, and directors, and in any case the names and addresses of all real parties of interest.
Frederick County has, by County Code § 165-101.09, adopted such an ordinance.
For each business entity that is an owner or contract purchaser of the property, please list the
name and address of each person owning an interest in, or who is an officer or director
of, any entity that is an owner or contract purchaser of the property (you need not
indicate the amount or extent of the ownership interest). Please note that this requirement
does not apply to a corporation whose stock is traded on a national or local stock exchange
and having more than 500 shareholders.
O-N Minerals (Chemstone) Company d/b/a Carmeuse Americas is a Delaware corporation
authorized to do business in the Commonwealth of Virginia and has more than 500 shareholders.
Please attach additional page(s) if necessary.
7. Checklist. Please check that the following items have been included with this application:
Z✓ Location Map
[✓ Plat Depicting Metes/Bounds of Proposed Zoning
❑✓ Impact Analysis Statement
Q Proffer Statement (if any)
0 Agency Comments
E Fee
0 Copies of Deed(s) to Property(ies)
[f✓., Tax Payment Verification
✓❑ Digital copies (pdf's) of all submitted items
14
8. Signature(s):
I (we), the undersigned, do hereby respectfully make application and petition the Frederick
County Board of Supervisors to amend the zoning ordinance to change the zoning map of
Frederick County, Virginia. I (we) authorize Frederick County officials to enter the property
for site inspection purposes.
I (we) understand that the sign issued when this application is submitted must be placed at
the front property line at least seven days prior to the Planning Commission public
hearing and the Board of Supervisors public hearing and maintained so as to be visible
from the road right-of-way until the hearing.
I (we) hereby certify that this application and its accompanying materials are true and
accurate to the best of my(our) knowledge.
Owner:.000
Date 7
If signing on behalf of an entity, please state name of entity and your title:
Vice President & General Counsel, O-N Minerals (Chemstone) Company
Owner: Date
If signing on behalf of an entity, please state name of entity and your title:
Other Applicant Party (if any): Date
If signing on behalf of an entity, please state name of entity and your title:
If additional signature lines are necessary, such as if more than two persons are owners,
please use additional copies of this page.
15
ADJOINING PROPERTY OWNERS
Owners of property adjoining the land will be notified of the Planning Commission and the
Board of Supervisors meetings. For the purpose of this application, adjoining property is any
property abutting the requested property on the side or rear or any property directly
across a public right-of-way, a private right-of-way, or a watercourse from the requested
property. The applicant is required to obtain the following information on each adjoining
property including the parcel identification number which may be obtained from the office of the
Commissioner of Revenue. The Commissioner of the Revenue is located on the 2nd floor of the
Frederick County Administrative Building, 107 North Kent Street.
Name and Property Identification Number Address
Name Carol Semples, Trustee 331 Woodbine Rd
Property 4 34-A-5A Clear Brook, VA 22624
NameWhite Hall Investment, LLC 331 Woodbine Rd
Property#34-A-5C Clear Brook, VA 22624
Name Michael Boden 3026 Woodside Rd
Property#34-A-12 9 Clear Brook, VA 22624
Name -N Minerals (Chemstone) Co. 6920 POINTE INVERNESS WAY SUITE 301
Property#34-A-1291 Fort Wayne, IN 46804
name Carl Ay, Trustee PO Box 295
Property#34-A-126 Clear Brook, VA 22624
Name -N Minerals (Chemstone) Co. 6920 POINTE INVERNESS WAY SUITE 301
Property#34-A-10 C Fort Wayne, IN 46804
Name Christopher Hottle 1761 Brucetown Rd
Property#34-A-123 Clear Brook, VA 22624
Name Robert Wilson 570 Grace Church Rd
Property#34-A-120 Clear Brook, VA 22624
Name Chris Hottle 1761 Brucetown Rd
Property#34-2-A Clear Brook, VA 22624
16
Name and property Identification Number Address
Name Kevin Butler PO Box 58
property#34-2-24E Clear Brook, VA 22624
NameO-N Minerals (Chemstone) Co. 6920 POINTE INVERNESS WAY SUITE 301
Property#34-A-11 Fort Wayne, IN 46804
NameO-N Minerals (Chemstone) Co. 6920 POINTE INVERNESS WAY SUITE 301
Property#34-A-11 A Fort Wayne, IN 46804
Name Glen Russel, Trustee 2616 Woodside Rd
property#34-1-B Clear Brook, VA 22624
NameGlen Russdl, Trustee 2616 Woodside Rd
Property#34-A-87 Clear Brook, VA 22624
NameJeffry Brown 271 Branson Springs Rd
Property#34-A-8 Clear Brook, VA 22624
Name Lindsay Dickerson 271 Branson Springs Rd
Property#34-A-8B Clear Brook, VA 22624
Name Branson Springs, LLC 800 Lake Windermere Ct
Property#33-A-105D Great Falls, VA 22066
NamcOJAUSMANI, INC. 653 Nesting Ln
Property#33-A-105 Middletown, De 19709
Name Frederick Co School Bd PO Box 3508
Property#3 3-A-6 C Winchester, VA 22604
Name Lester Properties - VA 1111 2nd Ave S.
Property#3 3-A-6A. Lester Prairie, MN 55354
NameGPT BTS Business Blvd, LLC PO Box 1232
Property#34-A-4 Hicksville, NY 11802
Name Michael Boden 3026 Woodside Rd
Property#34-A-129 H Clear Brook, VA 22624
Name
Property#
17
CO
Special Limited Power of Attorney
a . County of Frederick, Virginia
Frederick Planning Website: www.feva.us
Department of Planning & Development, County of Frederick, Virginia
107 North Kent Street,Winchester,Virginia 22601
Phone (540) 665-5651 Facsimile (540) 665-6395
Know All Men By These Presents That:
O-N Minerals(Chemstone)Company,d.b.a Carmeuse Americas
Name of Property Owner/Applicant
Please note: If the property owner/applicant is an entity,the name of the entity should appear above.
If multiple persons own the property or are applicants,an executed power of attorney from each owner will be needed.
11 Stanwix Street,21 sl Floor,Pittsburgh,PA 15222 (412p 895-5500
Mailing Address of Property Owner/Applicant Telephone Number
as owner of, or applicant with respect to, the tract(s) or parcel(s) of land in Frederick County,
Virginia,identified by following property identification numbers:
See Attached
do hereby make, constitute, and appoint:
Nicholas Bonamgo,Vice President&General Counsel,O-N Minerals(Chemstone)Company,d.b.a Carmeuse Americas
Name of Attorney-In-Fact
11 Stanwix Street,21st Floor,Pittsburgh,PA 15222 412-995-1044
Mailing Address of Attorney-In-Fact Telephone Number
to act as my true and lawful attorney-in-fact for and in my name,place,and stead,with the same
full power and authority I would have if acting personally,to file and act on my behalf with respect
to application with Frederick County,Virginia for the followin , for the above identified property:
Fv Rezoning [ Subdivision
Conditional Use Permit Site Plan
Master Development Plan (prelim. or final) Variance or Zoning Appeal
and, further, my attorney-in-fact shall have the authority to offer proffered conditions and to make
amendments to previously approved proffered conditions except as follows:
This appointment shall expire one year from the day that it is signed, or at such sooner time as I
otherwise rescind odif
Signat
Title(if signing on behalf of an entity sident & General Counsel
Commonwealth Pennsylvania Alle hen
Sta e of , County/City of g y , To wit:
I, , a Notary P blit in and for the jurisdiction aforesaid, certify that
the p son ho signed the foregoing instrument pe "y appeared of e me an s acknowledged the
same of r 01 mein the j i diction a aid this P day of , 2
My Commission xpir s-
otary gal
1)q-(x4
Nota Put tc Lara Heather as,NotaryPubllo Registration Number:
Allegheny County
My commission expires September 14,2424
Commission number 1300889
Member,Pennsylvania Association of Notaries
Carmeuse Americas—WINCHESTER OPERATION
508 Quarry Lane • Clearbrook,VA 22624
CARMEUSE Phone:540.662.3855 • Fax:540.665.1862
inlo@carmeuse.eom
PROFFER STATEMENT
December 21, 2022
Revised July 10, 2023
Revised September 29, 2023
Revised October 12, 2023
Revised October 19, 2023
REZONING: RZ #03-23
RA (Rural Areas) to EM (Extractive Manufacturing)
PROPERTY: App. 391.87 Acres Total
2023 Frederick County Tax Map Parcels
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
The above-referenced parcels shall be referred to hereinafter as the
"Proper ")
RECORD OWNER: O-N Minerals (Chemstone) Company,
d/b/a Carmeuse Americas
APPLICANT: O-N Minerals (Chemstone) Company,
d/b/a Carmeuse Americas
PROJECT NAME: Carmeuse Lime & Stone, Clear Brook Quarry
Pursuant to Va. Code Ann. 15.2-2296, et seq., and 5 165-102.06 of the Frederick County Zoning Ordinance,
(the "Zoning Ordinance"), the undersigned record owner and applicant, O-N Minerals (Chemstone)
Company, d/b/a Carmeuse Americas, (the "Owner"), hereby proffers that in the event Rezoning
Application RZ # 03-23 is approved by the Frederick County Board of Supervisors (the "Board"), the use
and development of the above-referenced Property shall be in substantial conformance with the following
conditions ("Proffers"), which shall supersede and replace all other proffers that may be applicable to the
Property.
There are two split-zoned parcels included in the Property. 2023 Frederick County Tax Map Parcel 34-((A))-
8A possesses a total land area of 157.612 acres,20 acres of which is currently zoned M2 and is not included
in this application, leaving the balance of 137.612 acres of land currently zoned RA proposed for rezoning
to the EM zoning district. A graphic showing the proposed zoning line between the M2 and the EM
portions of this parcel is attached as Exhibit A. 2023 Frederick County Tax Map Parcel 34-A-129(E)possesses
a total land area of 116.56 acres, all of which is currently zoned RA and the Owner proposes that 51.887
acres this parcel be rezoned to the EM zoning district,leaving the balance of 64.673 acres remaining zoned
RA that will be rezoned at a later time for economic development purposes. A graphic showing the
proposed zoning line between the RA and the EM portion of this parcel is attached as Exhibit B.
In the event that the above referenced rezoning is not granted as applied for by the Owner, these Proffers
shall be deemed withdrawn and shall be null and void.
Further, these Proffers are contingent upon final rezoning of the Property to the EM Extractive
Manufacturing District zoning district, as the legislative action approving Rezoning Application RZ # 03-
23 by the Board ("Final Approval").
The headings of these Proffers set forth below have been prepared for convenience or reference only and
shall not control or affect the meaning or be taken as an interpretation of any provision of these Proffers.
The improvements proffered herein shall be provided at the time of development of that portion of the
Property adjacent to or including the improvement or other proffered requirement, unless otherwise
specified herein. The term "Owner" as referenced herein shall include within its meaning all future owners,
assigns, and successors in interest.
When used in these Proffers,the "Generalized Development Plan" or"GDP" shall refer to the plan entitled
"Generalized Development Plan - Carmeuse Lime & Stone" prepared by Stowe Engineering, Inc. dated
December 19, 2022, and revised through July 5, 2023.
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. A copy of the GDP is attached hereto and incorporated by
reference into these Proffers as Exhibit C.
1.2. While the entire Property shall be zoned to the Extractive Manufacturing ("EM") zoning
district, the Owner shall limit the area for extractive mining to that area delineated on the
GDP as "Approximate Limits of Minim".
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,2023 Tax Map Parcel 33-A-144 (the"Exp
Stockpile'),by fifty (50) feet. Following this reduction in height of the Existing Stockpile,
its height shall not be increased. This Existing Stockpile is located on lands owned by the
Owner that are currently zoned EM and are not included in this rezoning application.This
off-site proffer obligation, however, shall be obligatory against all lands constituting the
Property included in this rezoning application.
2.2 The materials removed from the Existing Stockpile shall be relocated to other lands owned
by the Owner that possess an EM zoning designation in conformance with VDOE
permits and shall be limited to a maximum height of one hundred (100) feet.
2.3 Following this reduction in the height of the Existing Stockpile and stabilization of the
stockpile elements, Owner shall reclaim the disturbed areas of overburden material with
seed — such seed selection to be determined in consultation with the VDOE'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 twelve (12) months following Final Approval. Thereafter,work
in reducing the height of this Existing Stockpile shall commence promptly upon issuance
of the VDOE permits 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 D,shall not exceed
seventy-five (75) feet in height. The New Stockpiles shall be designed to provide usable
materials for future productive use pursuant to Proffer 3.2 below and shall not be
permanent in nature.
3.2 Within eighteen (18) months following cessation of all mining activities on the Property,
the New Stockpiles shall be rough graded in way which will render the land where the
New Stockpiles were located to be suitable for other economic development and industrial
uses, and in accordance with VDOE and other permits and all applicable laws. "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.
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.
The landscaping shall have a mix of small, medium, and large deciduous and coniferous
plantings placed in a random manner to be consistent with existing vegetation
patterns. 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.
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 of Frederick (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, Seven-Hundred and Fifty Thousand
Dollars ($1,750,000) 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-115Ato 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.
4.3. Road Abandonments &Relocations.
The Owner has commenced a process with VDOT pursuant to Va. Code Ann. § 33.2-
912 requesting 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. All of the existing public
roads maintained by VDOT shall remain open for public use until the Road
Improvements are substantially completed and opened for public use.
4.4 Road Improvements.
Within one (1) year following Final Approval, the Owner shall submit design plans to
the County and VDOT for the following road improvements (collectively, the "Road
Improvements"):
(A) 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,
(B) 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
(C) 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.
All of the Road Improvements shall be designed to be in conformance with VDOT
minimum standards and measures shall be taken to avoid significant curves or other design
elements in the Road Improvements that are not conducive to safe and efficient travel and
particularly industrial traffic. 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 agreement.
The Road Improvements described in Section 4.4.B and 4.4.0 above must be completed
by the Owner prior to Owner's extraction of material from the Property for processing,
or fifteen (15) years following approval of the design plans by the County and VDOT,
whichever event occurs first in time. Road Improvements described in Section 4.4.A must
be completed within ten (10) years following approval of the design plans by the County
and 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 fee simple rights-of-way and necessary easements
for the Road Improvements on the Property to the Board at no cost to the County prior
to the commencement of any road construction activities. The Owner shall reserve for
future dedication to the County sufficient right-of-way to facilitate future widening of the
New Road to be a 4-lane divided road section (the "Additional Right-of-Way") by others.
Upon receipt of a written request from the County for dedication of all or a portion of the
Additional Right-of-Way, the Owner shall dedicate this requested land to the County at
no cost to the County. During the construction of the New Road discussed in Section
4.413 above,the Owner shall also rough grade the Additional Right-of-Way to facilitate the
future construction by others for the New Road to be a 4-lane divided road section.
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.
4.5 Mine Traffic and Tunnel Under Brucetown Read
For all rezoned Property, the Owner will utilize the existing 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. The Owner shall obtain
VDOT reauthorization for use of this existing tunnel prior to moving material from the
Property.
4.6 No Increase in uar -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 zoning district, this 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.
Upon Final Approval and at no time thereafter shall the number of trucks carrying finished
product which have been weighed and ticketed across the scales ("Customer Trucks")
exiting onto Brucetown Road from the plant's existing Brucetown Road exit exceed an
average of four hundred (400) Customer Trucks per day as measured over any consecutive
thirty-day period (the "Maximum Dail;Average").
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 scale house tickets, in order to
verify Owner's compliance with this section. In the event the Maximum Daily Average is
ever exceeded, the Owner acknowledges that the County, through its Zoning
Administrator, may exercise any or all of the remedies for breach of this proffered
condition pursuant to Section 165-102.06(G) of the Zoning Ordinance.
4.7 Exit and Relocation Restrictions
The Owner further covenants and agrees that:
(i) Owner shall not use any other access point from the plant onto Brucetown Road
other than the Brucetown Road entrance that exists as of the date of this rezoning
application, and shall not make an application to VDOT for any new entrance
permit along Brucetown Road. The Owner shall ensure that its existing entrance
on Brucetown Road remains in full conformance with all VDOT minimum
standards at all times and that this conformance obligation may entail future
improvements to this Brucetown Road entrance, and
(ii) Owner shall not use any exit onto Walters Mill Lane for ticketed Customer Trucks
unless there is an emergency circumstance that temporarily necessitates such use
in accordance with VDOT's recommendation and approval, and
(iii) Owner shall not relocate Owner's existing lime kilns or related equipment onto
the newly rezoned Property.
5. BLASTING ACTIVITIES
5.1 Limitations on Blasting Igours and Other 012eratLng 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 11:00
AM and 5:00 PM, Monday through Friday. If there is an emergency situation that
necessitates 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 Proper��t "), 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 five (5) 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 shall
be submitted to VDOE for verification. In the event that VDOE is unable to determine
causation,an independent third-party expert shall be retained at the Owner's sole cost and
expense. In the event the Owner's quarry operations are determined to be the cause of the
damage to the Surrounding Property, this damage shall be promptly remediated and
repaired by Owner at Owner's sole cost and expense.
6. NOISE AND LIGHT EMISSIONS
6.1 In order to reduce noise emissions,the Owner shallinstall 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 the U.S. Department of Labors Mine
Safety and Health Administration ("MSHA") or other applicable regulatory agency.
6.4 The Owner shall not use any temporary lighting fixtures on top of berms or stockpiles
unless such temporary lighting is directed by VDOE and MSHA to address an emergency
situation.
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 a minimum of three (3) times
per week from the current Brucetown Road entrance and two thousand (2,000) feet west
on Brucetown Road.
8. GROUND WATER MONITORING WELLS AND SEISMIC MONITORING STATIONS
8.1 Owner shall have a minimum of six (6) monitoring wells installed,which shall include any
existing monitoring wells,within six (6) months after Final Approval to establish baseline
water levels in order to effectively monitor and avoid any detrimental impact to
groundwater wells on the Surrounding Property.
8.2 Any adverse impact or damage to wells located on the Surrounding Property shall be
submitted to VDOE for verification. In the event that VDOE is unable to determine
causation,an independent third-party expert shall be retained at the Owner's sole cost and
expense. In the event the Owner's quarry operations are determined to be the cause of the
adverse impact or damage to wells located on the Surrounding Property, this damage shall
be promptly remediated and repaired by Owner at Owner's sole cost and expense.
8.3 Owner shall also utilize the seismic monitoring stations described in Section 5.2 to monitor
the impacts of blasting events upon the hydrogeology of the vicinity and assist in
determining any potential detrimental impact to groundwater wells on the Surrounding
Property due to blasting activity.
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.
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 donate
up to five thousand (5,000) tons of aggregate for use in 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("VDEO") 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 tide 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 uses allowed in the EM (Extractive Manufacturing) zoning district entitled
"Oil and naturalgas extraction andlorpumping including storage of production produced
on the site" and "Manufacture and processing of cement, lime and�ypsu&' are hereby
proffered-out and shall not be permitted on the Property.
13.4 In order to facilitate the acquisition of matching grant or"Smart Scale" funding so as
to allow for the widening and improvement of Brucetown Road between Quarry Lane
and Hopewell Road concurrent with improvements to the Hopewell
Road/Martinsburg Pike/Brucetown Road Intersection pursuant to Section 4.2 above,
the County may at its sole discretion reallocate any or all of the cash contributions set
forth in Sections 9, 10, or 11 toward the widening and improvement of Brucetown
Road between Quarry Lane and Hopewell Road.
13.5 In recognition of the future potable water needs of the citizens of Frederick County
and the likely VDOE reclamation plan for the future limestone quarry pit on the
Property to be a water impoundment facility, the Owner agrees that prior to the
cessation of mining activities on the Property pursuant to VDOE permits,it shall enter
into good faith negotiations with Frederick County and/or Frederick Water
concerning the future use of this water impoundment facility and the development of
a comprehensive agreement accepted by both the Owner and Frederick County
and/or Frederick Water concerning the use of this water impoundment facility and
the potable waters therein.
(Signature Page to Follow)
[L0297212.DOCX/1 Possible new Proffer 13.5(10-25-2023)011474 0000021
IN WITNESS WHEREOF,the foregoing Proffer Statement, Revised October 19, 2023, is hereby
executed on the date first written herein.
O-N MINERALS CHEMSTONE COMPANY
Signatts
Printed Name: Nicholas Bonarrigo
Title: Vice President and General Counsel
COMMONWEALTH OF PENNYSLVANIA )
COUNTY OF ALLEGHENY ) to-wit:
The foregoing Proffer Statement was acknowledged before me this i q day of October 2023,by
Nicholas Bonarrigo,Vice President and General Counsel of O-N Minerals (Chemstone) Company,who
acknowledged that he executed the foregoing Proffer Statement with the full power and authority to do
SO.
Notary Public
My Commission Expires: U G`T Commonwealth of Pennsylvania-Notary Seal
PatrickArmel Dongmo7sague,Notary Public
Allegheny County
Notary Registration # My commission expires August 13,2024
Commission number 1375793
Member,Pennsylvania Association of Notaries
Exhibit A
Graphic Showing Proposed Zoning Line Between the EM and M2
Portions of 2423 Frederick County Tax Map Parcel 34-((A))-
i 34-(A)-5A / 7�
GEORGE M.SEMPELES I
m Q DB 689,PG 730 I
ZONED:RA / 4
USE AGR / r
125 4 ACRES / 34-(A)-5C
GEORGE
E M ES
G 193
ZONED:RA
i
USE.-AGR
i / 66g 127.9 ACRES
NGODBrNE RaAI? A� 64d/
aa�a.a.w`, 08606, 1�
PP _ _ 1
-�'a 554.96`~ / �� m �
1RT I 5'79007 18 c' l�
60'B `a HATCHED AREA DENOTES
P _ L 5'HEREBY DEDICATED TO THE
I (y� r pp C NTYOFFREDERICII FOR
Pq LICSTREET PURPOSES
sz\p F
o W
'00
A \ ----F—;1
-—--------
NEW LOT
134
w^3 44 013'53
WOODSIDE LAND}COFfPANY,LLC y ® S 99.85'"W
Z. ig ZONED;Im Ma's
w a o ¢ I m USE:AGR
20.000 ACRES
emz`� I IJ1
tiCi
V COi o I � ry
� l I
I I I o
34-(A)-6B
+ WOODSIDE LAND COMPANY,LLC
X x x x 120009190
ZONED:R4
USE.AGR
— _— — 100'BRL _ _ _ RESIDUE:163.165 ACRES
(BY SUBTRACTION)
N 68°2728"W- 742.83'
200' 0' 200'
GRAPHIC SCALE
CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD LENGTH CHORD BEARING
C1 50.00' 76.79' 87°5944" 69.46' N 35°0726"W
k C2 225.00' 214.58' 5403833" 206.54' S1802650"E
FINAL PLAT OFA MINOR RURAL SUBDIVISION
OF THE LAND OF
tjH op
L�� WOODSIDE LAND COMPANY LLC.
G Rl STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA
No. 1518-B r,.
�-ll•/S � 1073 Redbud Road
Inc.GreyWolfe, Winchester, VA 22603
GreyWolfelnc@aoLcom
D
SUR�rG `;.�,_' Land Surveying and Consulting 540-667-2001 OFC
590-545-4001 FAX
FILE NO: 0237 DATE: JUNE 11,2015 SCALE: 1"=200' 1 SHEET 3 OF 3
Exhibit B
Graphic Showing Proposed Zoning Line Between the EM and RA
Portions of 2023 Frederick County Tax Mau Parcel 34-A-129(E
REZONING EXHIBIT
rn `N
M V
34-(A)-129G 34-(A)-1291
34-(A)-7
IRF
HATCHED
,
,
,
,
HATCHED AREA OF
`O 34-(A)-129E DENOTES
' 51.887 ACRES PROPOSED 34-(A)-129E
vC FOR EM ZONING
I� w
,
L
,
I 34-(1)-A
,
� I
, I
,
J ,
' 469.50' _
DATE: OCTOBER 14, 2022 SCALE: 1" =500' SHEET 1 OF 2
EXHIBIT C
"{Generalized Development Plan - Carmeuse Lime & Stone" prepared
by Stowe Engineering, Inc. dated December 19, 2022, and revised
thorough July 5, 2023.
(Copy attached hereto
o
z M��
d� r
ol
lo
w
mfg O
U)
LU
d
m w
3Lla�bll Nlly✓ly 3 A � v�= Eg
sy
a LU
V)
O �
w
1 w�� LU
�mw
1 <�m
U
z m
y s
m z
"e z
w
'z'z
OOo
o
o - J
CD 2
o
o - o
� � - �� z = s2 - s2-s2 s2 - s25si s2 - a2=� si s� a a2•� Z
z
§ 3
7 €: } i ,
r
ri a y
b
Nlq
asy T
s ..
n�
;ts•
_r
♦♦ l r.3
♦♦♦ JAMM ,: .�.
�p♦♦ `
ul-de-sac♦ ,,.
s F
r
I;C
M
Stockpile view from Stonewall Park after 50ft
height reduction, before vegetation growth
f."Fe
i
4:
�pry
Stockpile view from Frederick County Fairgrounds after 50ft
height reduction, before vegetation growth.
;
X:
Concept view of new temporary stockpile and screening
berms from Grace Church Road
mi
n{
ham. �`" �'�� �C,+•� E ti
y 4
Concept view of new screening berm, Looking north
from Grace Church Road (finaL berm location TBDJ
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
Cormeuse Lime& Stone
Cleor Brook, VA
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
INMN1E 1 s,GNE1NN. INMINE EMS,GN1AN.
NIll—IW1a.,G GR-111R AA 1 P1N1N,ERNWAY s— —11
IN YON ER�—��EMs,G-PANY III NENA I��EM IN—
ANY
"OA OOAOPOMEIWEWAY SUI GIO RA sAl tee,-, POME.EWAY AGR-L,
IN
INMNERA.�E.-E—PA.Y INMINENAI�EMsrGEG AN.
I )"OB ANI POIEN,ER WA11u GRIML,UR R� �, �,I_ —POIMEIN,ERNE.WAYS-- AG-1 RA
E IN
INYINE..P.E.oEGGMPAN. INMNE..�.-E—l—
R, A)"OD PIWEN,ERNEs� 1111RA l A-IPGMEN,ERNw —UlUNAL RA m,
1.
MNER.,GSE-NE,G A.Y INMINENAIP1EM NE -
IN PAN.
�)"OE NM PO,EN,ERNE�wa.su�� GRIUL,UR � � _)yl-„ —POMEN,ERNE.w —INEWAL RA
FOW
FOW WAY
IN
.N.-NA.P..oEGGMPAN. o-N.NE.. EW-E—PAN.
"OF AMIPGIN,EIN,ERNEssw AGRUML Ra R11 A GN,EN,ERNwa.su 1RI11UI R0,
.NMINERA.��EMsoE—PAN, .NE.. EMGsE)—NE)
a„-I —POMEINNE—.w,G GRRA ,a „ NAAlPGNrEIN,Ewa,s M RESGEIAL RA
INMNE..P.EMs,GEG AN. INMINENAI�EW of AN.
Ra l ANI P—EN,ER WAY 1— GRIUL,UR ,s 111E —P—EIN,ERNE.WAY
su�� RESGEMRL „ea,
INMINE..P.E. E)GAN. INMNENAI 1EMsrGE�, 1
e,_3 sNIP—E WENN WAYSu GRIUL,UR M �, o _A_ �P—EI.ERN WA.Su - RESGEMRL
IN mwENA is(cNEti—NE)COMPANY IN miNEM.11E.YT.NE)oomPnNY
RIO W10,1-a 55m POiN,EItrvERNEsswnvsu,E GRIUIUNA Rn zaoo , 3s4A1 —poll tnEINUERNE sswnvsu,Ewf REsioEAL Rn sm3
oN.NEM (oRE.—NEIO A.Yo-NmwENA1P1Em NEl PANY
„ 55m Prn EIWERNEsswnvsu,E.wl AGRIUIUML Rn zaoo _a_ —P0WEIWERN.WAYsu,E.wl —NEWAL Rn neve
1
Carmeuse Lime&Stone
Clear Brook, VA
1
40
f,Cb / Co
a�
■
r
r
' PROJECT AREA
QOPO♦♦♦
O�O«««
r�r
r
r rrrr.
1S -'1 .I
4«
•
4♦
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.
2
Carmeuse Lime&Stone
Clear Brook, VA
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.
I VE
s
ZONE A
ZONE A.-
+
-+
WOODBINE RD +
11
PROJECT
AREA B71
w
a
s1 z '0
LIMIT OF STUDY . RChRp
JOHN
DEERE CT
o r A rick County,
cc
Unincorporated,Are`as
a t r-Tw
P° cc 510063
RRL]CETOWN RD/Y 672 ZONE A t'
Figure 2 Floodplain Map
3
Carmeuse Lime&Stone
Clear Brook, VA
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.
4
Carmeuse Lime&Stone
Clear Brook, VA
vv za
°= zE
deo �z
sy�o
-
�
F m
m i z 3
s
vo"t
An=oa
o g 3
0 0
m 3 0`v
c
E O
L
Q)
O
N L
ry o
/�, J L L��•s
N N
W LCL a_
D - r
) L L
R- N N N
LL LL LL
9l:x au[• ti r wy\
C C
o
O �+ co
N C C
O
m W
7r _ s� _ W W
R
j,,,�i o o U U1 � ❑
Figure 3 National Wetland Inventory Map
5
Carmeuse Lime&Stone
Clear Brook, VA
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
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
1 B Berks channery silt loam,3 to 8 12.9 3.0%
percent slopes
1C Berks channery silt loam,8 to 0.1 0.0%
15 percent slopes
3B Blairton silt loam,2 to 7 percent 3.0 0.7%
slopes
7C Carbo-Caklet-Rock outcrop 18.2 4.3%
complex..2 to 15 percent
slopes
8B Chilhowie silty clay loam,2 to 7 22.5 5.3%
percent slopes
9B Clearbrook channery silt loam; 42.7 10.0°%
2 to 7 percent slopes
14B Frederick-Poplimento loams,2 5.0 1.2%
to 7 percent slopes
29 Massanetta loam 8.8 2.1°%
32B Oaklet silt loam,2 to 7 percent 252.8 59.4%
slopes
32C Oaklet silt loam,7 to 15 percent 18.4 4.3%
slopes
41C Weikert-Berks channery silt 11.3 2.6%
foams,8 to 15 percent slopes
41D Weikert-Berks channery silt 29.8 7.0°%
loams,15 to 25 percent
slopes
Totals for Area of Interest 425.5 100.0%
6
Cormeuse Lime& Stone
Cleor Brook,
.00 751500 7518M TI 7524M
9�.
vy 8B x
g_ -
0 p.
fi-
s
r
at
11 7MOM 7521W 7524W
Carmeuse Lime&Stone
Clear Brook, VA
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
KEY Tax Map OWNER USE ZONING KEY Tax Map OWNER USE ZONING
SEMPLES,CAROL THARPE,TRUSTEE ON MINERALS(CHEM STONE)COMPANY
Al 34{(A)}A 331 WOODBINE RG_ RESIDENTIAL RA Al2 34((A)}11 6929 POINTE INVERNESS WAY SUITE 391 AGRICULTURAL EM
CLEAR BROOK,VA 22624 FORT WAYNE.IN 46864
WNRE HALL INVESTMENTS,LLC -NERAL (CHEM STONE)COMPANY
A2 34{(A)}5C 331 WOODBINE RD_ AGRICULTURAL RA A13 34((A)}11A 6926 POINTE INVERNESS WAY SUITE 361 AGRGULTURAL EM
CLEAR BROOK,VA 22624 FORT WAYNE.IN 46864
BODEN..MCHAEL,ETAL RUSSEL,GLEN E.TRUSTEE,ETAL.
A3 34{(A)}129 3826 WOODBSIDE RD_ RESIDENTIAL RA A14 34{(1)}B 2619 WOODSIDE RD_ AGRICULTURAL RA
CLEAR BROOK,VA 22624 CLEAR BROOK,VA 22624
BODEN,MCHAEL,ETAL RUSSEL,GLEN E.TRUSTEE,ETAL.
A4 34((A)}129H 3626 WOODBSIDE RD_ AGRICULTURAL PA A15 34((A)"7 2619WOODSIDE RD_ RESIDENTIAL RA
CLEAR BROOK.VA 22624 CLEAR BROOK,VA 22624
OR MINERALS(CHEMSTONE)COMPANY BROWN,JEFFERYD_
A5 34{(A)}1291 6926 POINTE INVERNESS WAY SUITE 361 AGRCULTURAL RA A16 34{(A)}8 271 BRANSON SPRING RD_ RESIDENTIAL RA
FORT WAYNE.IN 46864 CLEAR BROOK,VA 22624
AY,CARL C.JR TRUSTEE DICKERSON,LINDSAY NICOLE
A6 34{(A)}126 PO BOX 295 RESIDENTIAL RA A17 34{(A)}8B 271 BRANSON SPRING RD_ AGRGULTURAL RA
CLEAR BROOK,VA 22624 CLEAR BROOK,VA 22624
OR MINERALS(CHEMSTONE)COMPANY BRANSON SPRINGS,LLC_
A7 34((A)}11C 6926 POINTE INVERNESS WAYSUITE 361 AGRCULTURAL RA A18 33{(A)I11D 811 LAKE WINDERMERE CT VACANT M1
FORT WAYNE,IN 46864 GREAT FALLS,VA 22666
WILSON,ROBERT E.ETAL. OJAUSMANI,INC.
Al 34{(A)}120 571 GRACE CHURCH RD_ RESIDENTIAL RA A19 33-((A)}105 653 NESTING LN VACANT RA
CLEAR BROOK,VA 22624 MIDDLE-,DE 19769
HOTTLE..CHRISTOPHER M.,ETAL FREDERICK COUNTY SCHOOL BOARD
A11 34{(2)}A 1761 BRUGETOWJ RD_ RESIDENTIAL RA A21 33-((A)}8C PO BOX 3568 STORAGE M1
CLEAR BROOK,VA 22624 WINCHESTER.VA 22664
BUTLER,KEVIN WARREN,ETAL LESTER PROPERTIES-VA
3
A11 ((2)}24E PO BOX 58 RESIDENTIAL RA A21 33{(A)}8A 11112NDAVE S_ STORAGE Al
CLEAR BROOK,VA 22624 LESTER PRAIRIE,MN 55354
GPT BTS BUSINESS BLVD.OMER.LLC
A23 34{(A)}4 PO BOX 1232 LOGISTICS RA
HICKSVILLE,NY 11812
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
8
Carmeuse Lime&Stone
Clear Brook, VA
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.
9
Carmeuse Lime&Stone
Clear Brook, VA
44
y s
w
Cb co
�.
Z
♦♦
it i����♦ ,f, w.,,•' ..
4
R
•
f R
■
R
•♦ � CC
i \ k
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 Opecluon Creek Water Reclamation facility
where it will be treated.
10
Carmeuse Lime&Stone
Clear Brook, VA
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.
11
Cormeuse Lime& Stone
Cleor Brook, VA
,63
)8034 5205 COG -0156
0 034-5204 034-096
034 0963
4 0731
034-5138
034 0
0 0 '30
034-1053
1054
h34 1055
034-513 9
Figure 6 VA Department of Historic Resources Map
12
Carmeuse Lime&Stone
Clear Brook, VA
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.
13
TRAFFIC
DIVERSION
STUDY
Carmeuse Lime and Stone
Clear Brook,VA
12/19/22
{
... I • • •
. , Carmeuse Lime • Stone
1: Quarry
Clear t ,
Brook, •4
Prepared •
Stowe Engineering,
103 Heath Court
- Winchester, VA 22602
1441+110#1100
x%Ikk T Q�r00
s
Lie.No. 21924
1W�O12/20/22
,0000 jQNAL la v4 e:
*1~11111+�,
Table of Contents
ExecutiveSummary.......................................................................................................................................2
Introduction and Background Information................................................................................................... 1
Project Location and Description.............................................................................................................. 1
Non-existent Transportation Improvements............................................................................................2
TIAScoping................................................................................................................................................ 2
StudyArea.................................................................................................................................................2
Existing Roadway Descriptions .................................................................................................................3
NearbyLand Uses .....................................................................................................................................4
ComprehensivePlan .............................................................................................................................4
Zoning ...................................................................................................................................................6
VDOT Functional Classification .................................................................................................................7
Multi-Modal Access ..................................................................................................................................7
Future Transportation Improvements......................................................................................................7
ExistingConditions........................................................................................................................................8
ExistingTraffic Operations........................................................................................................................8
Assessment of the Existing Conditions:....................................................................................................8
Planned Quarry Development....................................................................................................................10
Overview.................................................................................................................................................10
RoadwaysImpacted............................................................................................................................10
TravelTimes............................................................................................................................................ 12
DivertedTravel Times......................................................................................................................... 14
Delays...................................................................................................................................................... 16
Conclusions and Recommendations...........................................................................................................17
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:OOPM 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.
Travel Time Diverted
From To increase/decrease travel time
Int of John Deere Ct&Grace Int of Route 11 &Brucetown -0.36 3:40
Ch Rd Rd via Brucetown Rd instead
of Grace Ch+Branson Sp+
Rte 11
Int of I-81 SB ramp @ Int of John Deere Ct& -0:57 5:26
Hopewell Rd via Brucetown Grace Ch Rd
Rd instead of Grace Ch+
Branson Sp+Rte 11*
Int of John Deere Ct&Grace Int.of Route 11&Rest -0:09 6:45
Ch Rd Church Rd
Int of John Deere Ct&Grace Int of I-81 NB ramp and Rest _0:11 7:35
Ch Rd Church Rd
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.
Introduction and Background Information
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.
Exit
2B•
UL
41
xit
a
,f
J
I '
x
r
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 67 1) are gravel roads that pass through the project area. Two single-
family residences and some farm buildings are also present within the project boundary.
Page I 1
Introduction and Background Information
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.
Page 12
Introduction and Background Information
Rest[ry Ra
669
a 5aA
m L
Rezoning
�,1 Area
� CP
671 C h�e4Q, fi6� Srr!°Rns Rd
7 1
`668
r
72 r .
srucetown Rd
1 F
1Q)
rU�eto
Rq I—
X672 1 ro
r C�
I
1
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.
Page 13
Introduction and Background Information
Table 1 Existing streets attributes
Route1. Lanes Speed Limit 2021
Number
11 Martinsburg Pavement 2 with 45 posted 6800
Pike TWLTL
667 Sir Johns Rd Pavement 2 55 (statutory) 620
668 Grace Church Gravel 2 35 (statutory) 130
Rd
668 Branson Spring Pavement 2 55 (statutory) 160
Rd
669 Rest Church Rd Pavement 2 to 4 plus 35 posted 9900
turn lanes
669 Woodbine Rd Pavement, 2 55 (statutory) 490
ravel
671 Woodside Rd Gravel 2 35 (statutory) 130
672 Brucetown/ Pavement 2 Rte 11 to Quarry Ln—35 3500
Hopewell Rd Quarry Ln to Brucetown—45 2300
Brucetown to Sir Johns-25
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.
Page 14
Introduction and Background Information
/.Prt
F
i
s..
r
r
Rezoning
Area
i
C> Parcels
..
Long Range Land Use
v Rural cammundy Center
- r guriness
Mlxedlfae
Q7 Maed Use Carnmeretal%Office
d Highway Commercial
Industrial
Heavy Ind u&tnal
"- Mved Use Industrial l Offim
Edrac!h'e Mining
'`.. Residential
Planned Unil pevelpomPnr
y/ Mixed Use Age Restricted
•Se Urban Center
�So Naighberhoad Wage
Q Reoreatlon
Q Ca nnerciai Recrealion
Open Space
-
Natural Reauurces&Recreapav
Pa k
k Hi10.SA.
Flre re&8 Rescue
Nstd4anel
�7I'�- 5cffc�ol
Figure 3 Comprehensive Plan 2030 Land Use Map
Page 15
Introduction and Background Information
Zoning
The current zoning on the site is Agriculture. See figure 4.
Zoning
�sl te�smess.Nelgnaomood oleorop
1Rn�n cenar�Qn,rlst)
ea(anelnase,mansmal rarrslr�nn olem�l)
-EM(ExlraUve Manufac[unng Hulnct)
-HE Nigher Educalbn C(5[rlcl)
_M1 lndusNal.LlgM nls'irlt3)
M2 ilntlusNal.General-tlld)
-MH1(Mobile Home Community D,—[c
L -M5 &pp l-Irwt)
_OM(OfflCa-M"mamuring Par)
R4(Resldential Planned C--dly Dktrld)
_R5(R—denliel ReueationaI Gorn —ty❑la-I)
RA(Rural Nas Qsidn]
RP(RQeidfnliyl PfrtOmnanrG GISMq)
— l
i
ig
e�
Rezoning Jf
Area
P tAL,
Figure 4 Frederick County Zoning Map
� 6
Introduction and Background Information
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.
Functional Classification Web Map
FC Prime
Ridge•-ey
Interstate f
Other Freeways and 1
Expressways R st
_Other Principal _
Arterial
Minor Arterial
-Major Collector
Minor Collector
-Interstate Ramp
Other Freeways and
Expressways Ramp
_Other Principal
Arterial Ramp
-Minor Arterial Ramp
<all othervalues>
S-Mley
Step.enson
Le e-COILr— I:Irl
Map of VDOT's Functional Classification GIS data.Updated as of 2022.
1mi
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.
Page 17
Existing Conditions
Existing Conditions
Existing Traffic Operations
For background and reference, turning movement traffic counts were collected on Tuesday,
November 16''° and Thursday, November 18'', 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 17'', 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 17'h 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 181'°2121,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
61i, 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.
Page 18
Existing Conditions
m 1135 �, w ,, 7,420
®
L1 Nary a a
mov' l �17(36) ^
.,.,y —69 64 l3
X29(91} ,-5356 3 2
112(1 8) 63{73} 1 �_
1915 .070, X132{172} Hopeurell Rd 6rucemwn Rd t Y Branson Sp R
Hopewell Rd 4,070 Hapewe I[Rd ,625
82 1251 27(64) 31((68}— T
—/� t 52 56}� t
ao 22} � 151(118)---1. 71 ss
o r.
s mraw .n
1170 7,430
o ® o
vv 1{3 �0,{l01}
Branson Sp Rd T T(,�yGrace Church Rd [ (,YBr—t—Rd
34(( )) 4 53[3}3�■ l
rOVV NQ. E mry
��� LEGEND Rasp Chy. `
[11'] STUDY 111 ER5ECTION R..,6,59
r TURNING MOVEMENTS
100(100)PEAK HOUR TRAFFIC:AM(PM)
F2-0-001 WEEKDAY ADT
�o
4
Rpu�E4 kOaC
5
fi
R9kag�Rrd
t
2 SruCera+n Road 7
3 Rauu 672
5w
Carmeuse Lime and Stone FIGURE 6
FREDERICK COUNTY,VA 2021 EXISTING TRIPS September 2022
Figure 6 2021 Existing Traffic Volumes
Page 19
Travel Times
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.
Page 110
Travel Times
Re$t�y Rd
669
�'�arerne Rd -�.
►`71L
�ss
(f
Rezoning
Area
-�L71 •�.
11 �
Gia
ch Pp 667ns Rd
Salah
f 068
r
_672
r
�8rucetown Rd
I y„
Ce
r4
r�
072 + ro
r CJ
� r
r
Figure 7 Planned Roadway Changes
Page 1 11
Travel Times
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 1-81 ramps at exit 321
• Northbound 1-81 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.
Page 112
Travel Times
Table 2 Existing outbound travel times.
Average
From To Travel Time
i
John Deere Ct&Grace Ch Rd Route 11 and Brucetown Rd via 3:40
Brucetown Rd
John Deere Ct&Grace Ch Rd I-81 SB ramp @ Hopewell Rd via 6:57
Brucetown Rd
John Deere Ct&Grace Ch Rd Route 11 and Brucetown Rd via Grace 4:16
Ch Rd&Branson Sp Rd
John Deere Ct&Grace Ch Rd I-81 SB ramp @ Hopewell Rd via 7:33
Grace Ch Rd&Branson Sp Rd
John Deere Ct&Grace Ch Rd Route 11&Rest Church Rd via 6:54
Woodside Rd&Woodbine Rd
I-81 SB ramp @ Rest Church Rd via 7:46
John Deere Ct&Grace Ch Rd Woodside Rd&Woodbine Rd
Table 3 Existing inbound travel times.
Average
From To Travel Time
i
Route 11 &Hopewell Rd John Deere Ct&Grace Ch Rd via 4:39
Brucetown Rd
I-81 SB ramps @ Hopewell Rd John Deere Ct&Grace Ch Rd via 5:26
Brucetown Rd
Route 11&Hopewell Rd John Deere Ct&Grace Ch Rd via 5:36
Branson Sp Rd&Grace Ch Rd
I-81 SB ramps @ Hopewell Rd John Deere Ct&Grace Ch Rd via 6:23
Branson Sp Rd&Grace Ch Rd
Route 11&Rest Church Rd John Deere Ct&Grace Ch Rd via 7:11
Woodbine Rd,Woodside Rd,&Grace
Ch Rd
I-81 SB ramp and Rest Church Rd John Deere Ct&Grace Ch Rd via 7:55
Woodbine Rd,Woodside Rd,&Grace
Ch Rd
Page 113
Travel Times
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 Time
Travel
Speed
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 Time
Travel
Speed
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 Time
Travel
Speed
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
Page 114
Travel Times
Table 7 Travel Time from 1-81NB to A via Relocated Woodside Rd.
Segment Distance Average Travel Time
Travel
Speed
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
Average
From To Travel Time
John Deere Ct&Grace Ch Rd Route 11&Brucetown Rd via 3:40
Brucetown Rd
John Deere Ct&Grace Ch Rd I-81 SB ramp @ Hopewell Rd via 6:57
Brucetown Rd
John Deere Ct&Grace Ch Rd Route 11&Rest Church Rd via 7:00
relocated Woodside Rd
John Deere Ct&Grace Ch Rd I-81 NB ramp and Rest Church Rd via 8:15
relocated Woodside Road
Table 9 Diverted inbound travel times
Average
From To Travel I
I
Route 11&Brucetown Rd John Deere Ct&Grace Ch Rd via 4:39
Brucetown Rd
I-81 SB ramps @ Hopewell Rd John Deere Ct&Grace Ch Rd via 5:26
Brucetown Rd
Route 11&Rest Church Rd John Deere Ct&Grace Ch Rd via 6:45
relocated Woodside Rd
I-81 NB ramp and Rest Church Rd John Deere Ct&Grace Ch Rd via 7:55
Woodside Rd
Page 115
Travel Times
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
Travel Time Diverted
increase/decreaseFrom To
Int of John Deere Ct&Grace Int of Route 11 &Brucetown -0:36 3:40
Ch Rd Rd via Brucetown Rd instead
of Grace Ch+Branson Sp+
Rte 11
Int of I-81 SB ramp @ Int of John Deere Ct& -0:57 5:26
Hopewell Rd via Brucetown Grace Ch Rd
Rd instead of Grace Ch+
Branson Sp+Rte 11*
Int of John Deere Ct&Grace Int.of Route 11&Rest _0:09 6:45
Ch Rd Church Rd
Int of John Deere Ct&Grace Int of I-81 NB ramp and Rest _0:11 7:35
Ch Rd Church Rd
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.
Dage 116
Conclusions and Recommendations
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:OOPM 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.
Page 117
Appendix A
Pre-Scope of Work Meeting Form
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
VDOT Virginia Department PRE-SCOPE OF WORK MEETING FORM
of Transportation
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: Stowe Engineering, PLC
Tele: 540.686.7373
E-mail: timstowe stowecom anies.com
Developer/Owner Name: O N Minerals d.b.a Carmeuse Lime and Stone
Tele: 540.662.3855 x4037
E-mail Logan.Thomson carmeuse.com
Project Information
Project Name: Carmeuse Rezoning Locality/County: Frederick
Project Location: north of Brucetown Rd, east of Route 11, east of W&W railroad, wet of Woodside
(Attach regional and site Rd
specific location ma
Submission Type Comp Plan ❑ Rezoning ® Site Plan ❑ Subd Plat ❑
Project Description:
(Including details on the land
use, acreage, phasing, access Rezoning of 330+/- acres from RA to EM
location, etc. Attach additional
sheet if necessary)
Proposed Use(s):
(Check all that apply; attach Residential ❑ Commercial ❑ Mixed Use ❑ Other
additional pages as necessary)
Residential Uses(s)
Number of Units:
ITE LU Code(s):
Other Use(s)
ITE LU Code(s):
Commercial Use(s)
ITE LU Code(s):
Independent Variable(s):
see notes in
Square Ft or Other Variable:
assumptions
Total Peak Hour Trip Less than 100100 — 499
Projection: ❑ ❑ 500 — 999 ❑ 1,000 or more ❑
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
North: Route 669 Rest Church South: Route 672 Hopewell Rd
Study Area Boundaries Rd
(Attach map) East: Carmeuse Entrance West: I-81
External Factors That
Could Affect Project none known
(Planned road improvements,
other nearby developments)
Consistency With
Comprehensive Plan not currently
(Land use, transportation plan)
Available Traffic Data VDOT published traffic data and counts from previous studies
(Historical, forecasts)
Trip Distribution Road Name: see attachment Road Name:
(Attach sketch) Road Name: Road Name:
Annual Vehicle TripPeak Period for Study ® AM ® PM ❑ SAT
Growth Rate: 1% (check all that apply)
Peak Hour of the Generator
1.see attachment 6.
Study Intersections 2. 7.
and/or Road Segments 3 $
(Attach additional sheets as
necessary)
4. 9.
5. 10.
Trip Adjustment Factors Internal allowance: El Yes ❑ No Pass-by allowance:/o El Yes ® No
/o
Reduction: trips Reduction: trips
Software Methodology ® Synchro ® HCS (v.2000/+) ❑ aaSIDRA ❑ CORSIM ❑ Other
Traffic Signal Proposed
or Affected The traffic signals at Brucetown Rd/Hopewell Rd/Route 11 will continue to pass
(Analysis software to be used, Carmeuse traffic with no proposed Carmeuse traffic increase.
progression speed, cycle length)
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 Traffic signals at I-81 ramps proffered by Blain-Cline rezoning.
Considered
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 ® Queuing analysis ❑ Actuation/Coordination ❑ weaving analysis
Addressed ❑ 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: 3/23/22
Applican or onsu ant
PRINT NAME: Tim Stowe
Applicant or Consultant
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.
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.
` A `AiNnoo Noi2j iaj=i N
N
ONINOZEI2l Eismm jvo N
SNOT VOM 1Nnoo OLLIVc]i dEISOdO2Jd
WMOWH ..
o�
�o
M T
N
M
X
W
I
C
O C
W ,
T
a m
p��Y �
J
r
C
O
U
T� C
O N O U
a � �
C
C /
O 6/
U
a �
C
O
O
N m
Q T V O
a � N U U
M �-
W ` V
_ O
N U U
4
` A `AiNnoo Noi2j 4a2ji
ONINOZEI2l Eismm jvo
NOIlnel2USIG dlcli dEISOdO2Jd
� z
U �
w H
00
O
d J
M
N
M
X
M
v
� Yr_
0
\ ` N
�d
O N
M
W
r
y
o -
0
01 . 17.2022 Memo
To
VDOT Land Use Background: Carmeuse Lime and Stone request the rezoning of 327.9 acres from RA to EM
Engineer, Edinburg, VA. zoning. The rezoning will allow Carmeuse to gain access to additional reserves to continue
From operations at current levels. There is no plan to increase production, and therefore traffic is
Tim Stowe expected to remain unchanged from present-day traffic volumes.
Stowe Engineering, PLC
In recent years Carmeuse has relied heavily on rail to move large amounts of aggregate out of
CC the area. Locally, trucks transport aggregate, lime, and milled limestone. Almost all trucks
Transportation Planning,
Staunton Dist come from or head to the west on Brucetown Road. From there, the rips disburse on Route 11
or 1-81.
Re
Traffic Study for The Institute for Transportation Engineer's Trip Generation Manual, the 11th edition, does not
Carmeuse Rezoning, have a land use category for surface mines. Therefore, historical count data and current
Clear Brook, VA
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.
Stowe Engineering, PLC
STOWE ENGINEERING,PLC
Tel 540.686.7373 103 Heath Court Winebester,VA
Fax 540.30 1.1100 Winchester, VA 22602
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.
N
(0 �
\ N
N O
rl
I I �
Ln U
v l]A X
aJ
0v
z > aJ
Q O
O
r1 E
N
O
N cuQ
LU O
N
J z co
Q �
U Ln
N N
(D aA
z C
N
Ln
= a)
U O Ln �
Ln a-J rl r1 m Ln l.0 1.0 N r1 O 1.0 Ln N m N lD rl
Lu Ln Q N O m Ln 00 00 L.0 n m 00 1.0 �t 00 M
-0 > Q 00 m 00 �t O m 19 LD m r- r-I m O
C N N N m m M m rn m rn rn m
J � �
OCw o
> C L
Y = CO
U Ln oo
aim �
D N
� =3v O rl Lo w Ln to w O O m� D N � N 00 00 r-I r1 M m
a) U N OLm O Ln Ln m
r-I r1 -Zl- 00 O m m rN 1 Ln O m
__ji N m m m m rn m Ln M N
_ n3
� v
z
0
00 N
Ln l0
rl Q m 1.0 N N N Ln l.0 O m m r1 r-I O O r1
rl 00 n 00 m LD � O Ln Ln � Ln r-I O:
J Q � m r1 m N N Ln r- r- � r- 00
co N N r I M M l0 LD m N
Q
m Ln
00 M rI
lD r1 00 Ln r-I m 01 lD N O M m N �-
t� O Ln 00 Ln 00 N m O Ln 00 m m
Q O -Zl- rl r1 r1 N l.0 r11.0 m r- 0 N
N Ln m m m m m m m Ln
wo
Q j
Y Q
U Y
� U
L �
S t �
i i A N A tw Q U ami C
LL. Q 1 � Q Ln
Io Z O H 2 0
u
a,
o
z
O
41 Q
c6 a,
U N
N
dA
C
'N co
O a
L
U N
_ O
N N
a) ■
C O
N
_ O
O `4
.1 ai m
U � O
� N
L ■
- 00
O
4� ■
cO
G
aj
.Q
Q� Q
L
LL t
U
C
G
aj
U-
C
O O O O O O O O O
W 0 O 0 O O O O
X O
l0
N m M �t r- Ln Ln ri LD 1.0
r-I m Ln M N r- M Ln N M
r-I r-I r-I
N - M
N >
Q
r-I 0) Ln LO LO N r-I O L.0 Ln N 0)
N O M Ln 00 00 LO I- M 00 LO �t 00
p 00 m 00 �t O m Lo LO M I- r-I M
N N N m m m �t M M m M m M
G!
v O dA
N - i -::I- l0 0) M -zl- N 00 LD N M r-I
v LO Nm Ln LO I" Ln N O c'n
N N Q ; r-I ri ri ri ri ri ri ri ri N ri
awn Q
° O
r-I 1.0 0o Ln L.0 0o O O M N r-I r
U O N O -zl- lO N 0) O Ln �t Ln 00 00 Ol
(Ar-I ri ri � M 0
00 O 1 r-I Ln O Nm
v ° .� N M M M M m M Ln m N
E Ln c
O M L
tko
u E 2 CA >.o M I� o0 00 O O o0 00
Q
7 O L m 01 N Ln n O n n l0 N 00 I, n M O
'a O N 0) r-I r-I r-I r-I r-I r-I N N r-I r-I
m >
Co
Q
o tj
N m CA M l0 N N (14 Ln 1.0 O O1 M ri ri
to U 00 Il 00 M 1.0 �t O Ln Ln �t Ln r-I
p m ri m N N Ln I- r r-
N N N ri m M l0 l0 M N
Q
N
N tko
= M O 00 N 1.0 n 0) 00 -:1- L.0 Ln 0) N
Co OL O n Ln O O O 00 110 �t n �t N
N Q ; N r-I r-I N N N r-I r-I r-I ri ri ri
Q
00 l0 ri 00 Ln ri M m 110 N O M m
!'1 O Ln 00 Ln 00 N 01 O Ln 00 M Ln
p O me r- r-I r-I N L.0 r-I L.0 M I- O
N Ln MU) Ln Ln M m M
s
A GJ >, 0101 "'i
A Q ++ > v
ri Q Q N O Z C
c
V
a�
m
U
N
C1A
C
N
N N
O O
U N
Q) L
E
0 a)
U
-',e Q1
U D
0
? 00
O
r) N
L
b.0 fa
l�
L
Q
N
aJ
L
LL
X
f0
T
00 O O O 00 O O
M N N ci ci
C O
0 N
d II
C
N
N
0
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 Hour'One Way ADT=One-Way
Traffic Generator Volume AM PM Volume* 2
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' 11/16/21 peak hour turning movement volumes have been increased by 43%to align with the design hour daily
values
HISTORY TICKET INQUIRY
BEGIN DATE 11/16/2021 LOCATION WI
END DATE 11/16/2021
SELL/BUY/TRANS ALL
SHIP/RECEIVE ALL
Ticket Loc Bate Time Customer Order Product Carrier Vehicle CQyt Unit Price
3461229 WI 11/16120212:25:40AM YORK AG-E; 3486709 YORK Ca CF YORK AG PF 715 24.64 Ton 0.00
3461230 WI 11116120212:33:23AM YORK AG-W 3489858 YORK Ca Cl- WARWICK E 950208 25.84 Ton 0.00
3461231 Wl 11116120212:45:07AM COVANTA EN 3502089 HiCal QL Wa QUALITY CA 91406 25,39 Ton 660.65
3461232 WI 11116/20211:08:24AM Carmeuse Arr 5700002394 HiCal QL Wa HH OMPS IN 119 23.93 Ton 0.00
3461233 WI 11116120211:27:23AM YORK AG-E: 3486706 YORK Ca CF YORK AG PF JL1 24.24 Ton 0.00
3461234 WI 11116120211:57:37AM Carmeuse Am 5800009449 HiCal QL Fin( HH OMPS IN 94 27.52 Ton 0.00
3461235 WI 11/16120212:24:36AM WestRock-W 3453046 HICaI QL Wa DM BOWMA 23420 24.64 Ton 1,037.10
3461236 Wl 11116!20212:46:34AM MINTEK RES, 3502445 HICal QL 118: MINTEK RI=; 35 24.02 Ton 000
3461237 WI 11116/20213:14:35AM MINTEK RES, 3502449 HICal QL 118: MINTEK REf 36 24.20 Ton 0.00
3461238 WI 11/16/20213:34:33AM MINTEK RES, 3502450 HICal QL 118: QUALITY CA 1512 24.09 Ton 000
3461239 WI 11/16120213:59:09AM MINTEK RES, 3502446 HICal QL 118: MINTEK RE. 3130 24.40 Ton 0.00
3461240 WI 1111612021$:22:02AM KERNEOS, In 3462286 HiCal QL Wa QUALITY CA 13328 24.37 Ton 0.00
3461241 WI 11116/20214:52:35AM WestRock MV 3462669 HiCal QL Wa HH OMPS IN 103 23.66 Ton 1,198.14
3461242 WI 11116/20214:56:02AM YORK AG-W 3489548 YORK Ca CF QUALITY CA 919285 25.14 Ton 0.00
3461243 WI 11/16120215:03:54AM YORK AG-Yt 3490050 YORK Ca CF YORK AG PF 4 24,97 Ton 0.00
3461244 WI 11116/20215:14:44AM YORK AG-PI 3502075 YORK Ca CF QUALITY CA 9342 25.30 Ton 0.00
3461245 WI 11/16120215:19:33AM MINTEK RES, 3502456 HICal QL 118: MINTEK RE: 38 23.94 Ton 0.00
3461246 WI 11116/20215:24:21AM YORK AG-W 3489831 YORK Ca Cl- VENEZIA, IN 2048 25.42 Ton 0.00
3461247 WI 11116/20215:39:46AM NEW HOLLA& 3496424 HiCal QL Wa HH OMPS IN 123 23.62 Ton 834.73
3461248 WI 11/16120213:08:55AM YORK AG-C, 3484280 HiCal Stone I. HH OMPS IN 121 23.49 Ton 0.00
3461249 WI 11/16120213:10:38AM Carmeuse Am 5800009449 HiCal QL Fins HH OMPS IN 114 23.35 Ton 0.00
3461250 Wl 11/16/20213:43:40AM ROCKINGHAF 3378292 Aqq#57 Req CUSTOMER C22 23.84 Ton 0.00
3461251 WI 11116120213:45:23AM Carmeuse Arc 5800009449 HiCal QL Fin( HH OMPS IN T28 26.93 Ton 0.00
3461252 WI 11116120213A6:30AM ANCHOR COI 3378129 Aqq#9 Stone CUSTOMER L87 2425 Ton 0.00
3461253 WI 11/16120217:01:54AM YORK AG-H 3484239 YORK Ca Cl- ATLANTIC Bi 42479 2560 Ton D.00
3461254 WI 11/16120217:14:53AM NPL CONSTF 3426672 Aqq#10 Stor LES LUTTRE L46 24.45 Ton 103.18
3461255 WI 11/16/20217:16:15AM NPL CONSTF 3426672 Aqq#10 Stor LES LUTTRE L44 23.82 Ton 100.52
3461256 WI 11/16/20217:19:52AM KICKIN ASPH 3379654 Agg#57 Reg CUSTOMER TR24 25.14 Ton 0.00
3461257 WI 11116120217:27:37AM MINTEK RES, 3502451 HICal QL 118: MINTEK REc L066 26.70 Ton 0.00
3461258 WI 11/16120217:35:35AM ANCHOR COI 3378129 Agg#9 Stone CUSTOMER L87 24.72 Ton 0.00
3461259 WI 11/16120217:42:27AM YORK AG-G 3490270 YORK Ca CF YORK AG PF 1 28.08 Ton 0.00
3461260 WI 11116120217:44:58AM TITAN AMERI 3378321 Agg#57 Reg CUSTOMER C22 25.27 Ton 0.00
3461261 WI 11116/20217:55:56AM LES LUTTREI 3378246 Agg#21-8 St CUSTOMER L40 18.44 Ton 0.00
3461262 WI 11I16/20213:10:43AM MINTEK RES, 3502452 HICal OL 118: MINTEK RE; 24 23.07 Ton 0.00
3461263 WI 11/16120213:16:26AM TITAN AMERI 3378321 Aqq#57 Req CUSTOMER C22 24.55 Ton 0.00
3461264 WI 11116120213:23:51AM E.R. NEFF E)t 3378165 Agg Crusher CUSTOMER 81 15.77 Ton 0.00
3461265 WI 11116/20213:31:12AM FAIRFIELD E( 3379645 Agg#57 Reg LES LUTTRE L46 19.36 Ton 114.23
3461266 WI 11116/20213:33:01AM PERRY ENGI 3378268 Aqq CBR-30 LES LUTTRE L41 20.74 Ton 8752
3461267 WI 11116120213:33:36AM ANCHOR COI 3378129 Aqq#9 Stone CUSTOMER L87 24.75 Ton 0.00
3461268 WI 11/16120213:34:12AM PERRY ENGI 3378268 Agg CBR-30 LES LUTTRE L47 20.30 Ton 85.67
3461269 Wl 11/16120213:38:35AM TITAN AMERI 3378321 Aqq#57 Reg CUSTOMER C22 25.04 Ton 0.00
3461270 WI 11116/20213:44:o0AM CF ZEILER-1 3452730 HiCal Stone I CW TRANSF 168 26.18 Ton 000
3461271 WI 11116120213:50:08AM KICKIN ASPH 3379654 Agg#57 Reg CUSTOMER TR24 24.39 Ton 0.00
3461272 WI 11/16120213:55:58AM YORK AG-H 3484194 HiCal UW St( VENEZIA, IN 1844 26.14 Ton 0.00
3461273 WI 11116120213:56:46AM TOTAL DEVE 3504345 Aqq#21-A St LES LUTTRE L44 2301 Ton 416.02
3461274 WI 11/16/20213:57:59AM CARROLLCC 3504304 Agg#21-A St CUSTOMER C213 14.03 Ton 0.06
3461275 WI 11/16/20219:01:11AM TITAN AMERI 3378321 Aqq 457 Req CUSTOMER C22 24.79 Ton 0.00
3461276 WI 11116120219:07:1IAM E.R. NEFF Ek 3378165 Agg Crusher CUSTOMER 81 15.42 Ton 0.00
3461277 WI 11116120213:09:24AM YORK AG-H 3501889 YORK Ca CF YORK AG PF HL185 25.00 Ton 0.00
3461278 WI 11116120213:21:50AM ANCHOR COI 3378129 Agg#9 Stone CUSTOMER L87 26.29 Ton 0.00
3461279 WI 11/16/20213:22:00AM US PIPE:8 FC 3492000 Hica!QL 114" CUSTOMER 60 14.28 Ton 0.00
3461280 WI 11/16/20213:24:50AM TITAN AMERI 3378321 Agg#57 Reg CUSTOMER C22 25.56 Ton 0.00
3461281 WI 11116120213:26:47AM MINTEK RESP 3502447 HICal QL 118: MINTEK RE. 3082 23.40 Ton 0.00
3461282 WI 11/16/20213:29:29AM YORK AG-K 3489482 HiCal UW St( YORK AG PF 13 23.66 Ton 0.00
3461283 WI 11/16120213:35:55AM TOTAL DEVE 3504345 Agg#21-A St LES LUTTRE L47 20,30 Ton 367.03
3461284 W! 11116/20213:36:34AM TOTAL DEVE 3504345 Agg#21-A St LES LUTTRE L41 22.92 Ton 41439
3461285 WI 11116/20213:49:02AM E.R. NEFF E7( 3378165 Agg Crusher CUSTOMER 81 15.65 Ton 0A0
3461286 WI 11116120213:50:08AM GLOBALADV 3497004 HiCal QL Wa QUALITY CA 1830 24.83 Ton 1,108.91
3461287 WI 11/16/20213:52:33AM ROCKINGHAI 3378292 Aqq#57 Req CUSTOMER C22 25.64 Ton 0.00
3461288 WI 11/16/20219:58:11AM CARROLL CC 3504304 Agg#21-A St CUSTOMER 226 14.10 Ton 0.00
09/14/2022 7:52:53AM CARMEUSE LIME & STONE -WINCHESTER Page 1 of 3
HISTORY TICKET INQUIRY
BEGIN DATE 11/16/2021 LOCATION WI
END DATE 11/16/2021
SELL/BUY/TRANS ALL
SHIP/RECEIVE ALL
Ticket Loc Date Time Customer Order Product Carrier Vehicle Qtv Unit Price
3461289 WI 11/1612021):01:51AM LES LUTTREI 3378246 Agg#21-B St CUSTOMER L40 18.07 Ton 0.00
3461290 WI 11116120210:1 1:33AM ANCHOR C01 3378129 Agg#10 Ston CUSTOMER L87 26.22 Ton 0.00
3461291 WI 11/1612021):17:09AM ENVIRONMEI 3502396 HiCal QL Wa- CUSTOMER 265 18.12 Ton 0.00
3461292 WI 11/16/2021):25:35AM ROCKINGHAI 3378292 Agg#57 Reg CUSTOMER C22 25.44 Ton 0.00
3461293 WI 11/1612021):30:33AM CARROLL CC 3504304 Agg#21-A St CUSTOMER C213 14.32 Ton 0.00
3461294 WI 11116/2021):49A0AM MINTEK RES, 3502469 HICal OL 1/8: HH OMPS IN 116 24.71 Ton 0.00
3461295 WI 11116/2021):55:58AM KNAUF INSUI 3396919 HiCal UW St( CURTIS BRC T1 23.18 Ton 0.00
3461296 WI 11116/2021):56:17AM ANCHOR COI 3378129 Agg#10 Stor CUSTOMER L87 25.76 Ton 0.00
3461297 WI 1111612021):58:01AM ROCKINGHAI 3378292 Agg#57 Reg CUSTOMER C22 25.32 Ton 0,00
3461298 WI 11/16120211:01:04AM CARROLL CC 3504304 Aqq#21-A St CUSTOMER 226 14.00 Ton 0.00
3461299 WI 11116/20211:19:19AM YORK AG-'W 3489532 HiCal Stone L VENEZIA, IN 2030 25.92 Ton 0.00
3461300 WI 11116/20211:23:07AM KICKIN ASPH 3379654 Aqq#57 Reg CUSTOMER TR24 26.09 Ton 0.00
3461301 WI 11116/20211:24:55AM LEWIN ASPH. 3378247 Aqq#57 Reg CUSTOMER L47 20.80 Ton 0.00
3461302 WI 11116120211:25:58AM LEWIN ASPH, 3378247 Aqq#57 Reg CUSTOMER L44 23.57 Ton 0.00
3461303 WI 11/16120211:27:47AM LEWIN ASPH. 3378247 Agg#57 Reg CUSTOMER L41 23.21 Ton 0.00
3461304 WI 11/16120211:35:01AM ROCKINGHAI 3378292 Agg#57 Reg CUSTOMER C22 24.14 Ton 0.00
3461305 WI 11116/20211:36:08AM YORK AG-DI 3501659 YORK Ca Cl-- QUALITY CA 1528 25.43 Ton 0.00
3461306 WI 11/16/20211:39:41AM ANCHOR COI 3378129 Agg#10 Sion CUSTOMER L87 24.42 Ton 0.00
3461307 WI 11116120211:40:28AM NUCOR HER- 3458636 HiCal QL Wa CUSTOMER CRMP171 24.48 Ton 0.00
3461308 WI 11/16120211:43:12AM NUCOR HER- 3458635 HiCal QL Wa CUSTOMER CRMP179 25.28 Ton 0.00
3461309 WI 11/16/20211 A6:31AM CARROLL CC 3504304 Agg#21-A St CUSTOMER C213 14.91 Ton 0.00
3461310 WI 11116/20211:48:51AM PINE KNOLL 3378270 Agg#57 Req CUSTOMER D18 16.19 Ton 0.00
3461311 WI 11116/20212:01:48PM CARROLL CC 3504304 Agq#21-A St CUSTOMER 226 13.65 Ton 0.00
3461312 WI 11/16120212:03:15PM PERRY ENGI 3378268 Agg CBR-30 LES LUTTRE L44 21.03 Tan 88.75
3461313 WI 11/16/20212:03:50PM PERRY ENGI 3378268 Aqq CBR-30 LES LUTTRE L47 18.31 Ton 77.27
3461314 WI 11/16/20212:06:56PM TITAN AMERI 3378321 Agg#57 Reg CUSTOMER C22 25.21 Ton 0.00
3461315 WI 11/16/20212:10:07PM JSW STEEL l 3501902 HiCal QL 1/8' RSA TRANSI 66410 23.53 Ton 1,186.14
3461316 WI 11116/20212A5:25PM PERRY ENGI 3378268 Agg CBR-30 LES LUTTRE L41 20.65 Ton 87.14
3461317 WI 11116/20212:21:59PM INFRASOURC 3378228 Agg#10 Ston CUSTOMER 8 15.35 Ton 0.00
3461318 Wl 11/16120212-22:20PM ANCHOR COI 3378129 Agg#10 Stor CUSTOMER L87 25.82 Ton 0.00
3461319 WI 11/16120212:28:38PM TITAN AMERI 3378321 Agg#57 Reg CUSTOMER C22 25.68 Ton 0.00
3461320 WI 11/16/20212:30:13PM DOCUMENTE 3379961 HiCai Stone L CUSTOMER CD04 20.98 Ton 0.00
3461321 WI 11/16/20212:30:53PM INFRASOURC 3378228 Aqq#10 Ston CUSTOMER 72 15.65 Ton 0.00
3461322 WI 11/16/20212:33:36PM YORK AG-H 3484245 YORK Ca Cl- ATLANTIC Bi 42479 26.13 Ton 0.00
3461323 W1 11/16/20212:35:30PM PERRY ENGI 3378268 Aqq CBR-30 LES LUTTRE L46 20.22 Tan 85.33
3461324 WI 11/16120212:39A4PM NUCOR HER- 3458638 HiCal QL Wa CUSTOMER CRMP175 25.02 Ton 0.00
3461326 W1 11116/20212:43:55PM CARROLL CC 3504304 Aqq#21-A St CUSTOMER C213 13.86 Ton 0.00
3461327 WI 11115/20212:49:48PM TITAN AMERI 3378321 Agg#57 Reg CUSTOMER C22 25.26 Ton 0.00
3461328 WI 11/16/20212:52:42PM YORK AG-W 3489520 HiCal Stone t VENEZIA, IN 2048 26.22 Ton 0.00
3461329 WI 11/16/20212:56:40PM LEWIN ASPH, 3378247 Agg#57 Reg CUSTOMER L47 20.55 Ton 0.00
3461330 WI 11/16120211:00:55PM PERRY ENGI 3378268 Agg CBR-30 LES LUTTRE L44 20.74 Ton 87.52
3461331 WI 11/16/20211:05:27PM KICKIN ASPH 3379654 Agg#57 Reg CUSTOMER TR24 26.10 Ton 0.00
3461332 WI 11115/20211;11:16PM TITAN AMERI 3378321 Agg#57 Reg CUSTOMER C22 25.80 Ton 0.00
3461333 WI 11/16/20211:15:11 PM LEWINASPH, 3378247 Agg#57 Reg CUSTOMER L41 22.16 Ton 0.00
3461334 Wl 11I16120211:19:38PM NUCOR HER- 3458637 HiCal QL Wa CUSTOMER CRMP173 25.15 Ton 0.00
3461335 WI 11/16120211:21:58PM CARROLL CC 3504304 Aqq#21-A St CUSTOMER 226 13.77 Ton 0.00
3461336 WI 11/16120211:23:03PM WOODBURN 3378342 Agg Utility St( CUSTOMER G84 16.98 Ton 0.00
3461337 WI 11/16120211:27:05PM LEWIN ASPH, 3378247 Aqq#8 Stone CUSTOMER L47 19,77 Ton 0.00
3461338 WI 11116/202W33:33PM NUCOR HER- 3458639 HiCal QL Wa CUSTOMER CRMP176 24.77 Ton 0.00
3461339 WI 11116/20211:36:48PM YORK AG-W 3489860 YORK Ca Cl- WARWICK E 45 25.47 Ton 0.00
3461340 WI 11116/20211:42:47PM ROCKINGHAI 3378292 Agg#57 Reg CUSTOMER C22 25.89 Ton 0.00
3461341 WI 11/16120211:47:40PM LEWIN ASPH. 3378247 Agg#10 Ston CUSTOMER L46 19.29 Ton O.00
3461342 WI 11/16120211:51:37PM NUCOR HER- 3458640 HiCal QL Wa CUSTOMER CRMP172 25.13 Ton 0.00
3461343 WI 11/16120211:54:56PM VIRGINIA CO! 3378330 Agg#57 Reg CUSTOMER 51978 25,87 Ton 0.00
3461344 WI 11116/20211:59:03PM LEWIN ASPH. 3378247 Agq#10 Stor CUSTOMER L44 22.56 Ton 0.00
3461345 WI 11I16/20212:00:55PM LEWIN ASPH. 3378247 Agg#10 Ston CUSTOMER L41 22.45 Ton 0.00
3461346 WI 11116120212:05:30PM INFRASOURC 3378228 Aqq#10 Ston CUSTOMER 8 15.19 Ton 0.00
3461347 WI 11/16120212:06:20PM LEWIN ASPH. 3378247 Agg#8 Stone CUSTOMER L47 20.02 Ton 0.00
3461348 WI 11116120212:07:56PM WOODBURN 3378342 Agg Utility St[ CUSTOMER G84 16.90 Ton 0.00
3461349 WI 11/16/20212A0:04PM PINE KNOLL 3378270 Agg#57 Reg CUSTOMER D18 15.78 Ton 0.00
01/14/2022 7:52:53AM CARMEUSE LIME & STONE-WINCHESTER Page 2 of 3
HISTORY TICKET INQUIRY
BE=GIN DATE 11/16/2021 LOCATION WI
END DATE 11/16/2021
SELLBUY/TRANS ALL
SHIP/RECEIVE ALL
Ticket Loc Date Time Customer Order Product Carrier Vehicle Qtv Unit Price
3461350 WI 11/16/20212:12:1 IPM LES LUTTRE I 3378246 Agg Utility St( CUSTOMER L40 18.39 Ton 0.00
3461351 WI 11116120212:16:06PM NUCOR HER- 3458641 HiCal QL Wa CUSTOMER CRMP170 25.03 Ton 0.00
3461352 WI 11116/20212A7.48PM YORK AG-H 3484271 YORK Ca CF VENEZIA, IN 1844 26.12 Ton 0.00
3461353 WI 11116120212:20:15PM LEWIN ASPH. 3378247 Agg#10 Ston CUSTOMER L46 20.38 Ton 0.00
3461354 WI 11116120212:29:03PM ENVIRONMEI 3487007 HiCal QL Wa CUSTOMER J32 23.63 Ton 0.00
3461355 WI 11/16120212:37:45PM LEWIN ASPH. 3378247 Agg#10 Ston CUSTOMER L44 23.02 Ton 0.00
3461356 WI 11116!20212:38:51 PM SHENANDOA 3378296 Agg#467 Stc CUSTOMER SS29 22,43 Ton 0.00
3461357 WI 11116120212:40:06PM LEWIN ASPH, 3378247 Agg#10 Stor CUSTOMER L41 22.32 Ton 0.00
3461358 WI 11116/20212:40:59PM LEWIN ASPH. 3378247 Agg#8 Stone CUSTOMER L47 20.58 Ton 0.00
3461359 WI 11116120212:45:01 PM KICKIN ASPH 3379654 Agg#57 Reg CUSTOMER TR24 26.22 Ton 0.00
3461360 WI 11116120212:46:33PM WOODBURN 3378342 Agg Utility Stc CUSTOMER G84 17.14 Ton 0.00
3461361 WI 11/16120212:56:13PM YORK AG-VV 3489539 YORK Ca Ch YORK AG PE 19 27.19 Ton 0.00
3461362 WI 11116120213:06:26PM Pilgrim'sp_Hai 3484818 HiCal UW Stc LAMBERT TI 1 28.30 Ton 755.33
3461363 WI 11/16/20213:14:34PM LEWIN ASPH. 3378247 Agg#10 Ston CUSTOMER L41 20.42 Ton 0.00
3461364 WI 11/16/20213:15:35PM LEWIN ASPH. 3378247 Agg#8 Stone CUSTOMER L47 20.36 Ton 0.00
3461365 WI 11/16120213:34:48PM ENVIRONMEI 3502261 114 x 118 large CUSTOMER 108116 23.12 Ton 0.00
3461366 WI 11/16120213:45:20PM Carmeuse Am 5700002395 HiCal QL Sm. HH OMPS IN 8563 24.11 Ton 0.00
3461367 WI 11/16120214:38:54PM ENVIRONMEI 3502263 HiCal QL Wa CUSTOMER 64 22.60 Ton 0.00
3461368 WI 11116120211:59:39PM YORK AG-W 3489870 YORK Ca CF WARWICK E 119 26.00 Ton 0.00
3461369 WI 11/16120215:10:56PM Carmeuse Am 5700002395 HiCal QL Sm HH OMPS IN 56 24.08 Ton 0.00
3461370 WI 11/16/20217:06:59PM Carmeuse Am 5700002395 HiCal QL Sm. HH OMPS IN D1 25.09 Ton 0.00
3461371 WI 11116120217:44:31 PM ENVIRONMEI 3496582 114 x 118 larqi CUSTOMER T01 24.19 Ton 0.00
3461372 WI 11116120213:07:59PM YORK AG-C, 3484881 YORK Ca CF WARWICK E 133 23.13 Ton 0.00
3461373 WI 11/16120213:17:32PM YORK AG-BI 3487444 YORK Ca CF WARWICK E 1 22.79 Ton 0.00
3461374 WI 11116120211:58:19PM CF ZEILER-E 3452731 HiCal Stone I CW TRANSF 11 26.21 Ton 0.00
Tickets 145 3,287.92 8,895.57
01114/2022 7:52:53AM CARMEUSE LIME & STONE -WINCHESTER Page 3 of 3
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 Hour'One Way ADT=One-Way
Traffic Generator Volume AM PM Volume* 2
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' 11/16/21 peak hour turning movement volumes have been increased by 43%to align with the design hour daily
values
Appendix 6
Traffic Count Data
CARS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 1/lQ
Intersection of:1-81 NB On Ramp -1-81 NB Off Ramp Date:November 16,2021 Tuesday li;". l(./p
and:Route 672(Hopewell Rd) Weather:Cool,Clear G/m
Location:Frederick County,Virginia Entered by:CK Star Rating:3
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: 1-81 NB On Ramp on: 1-81 NB Off Ramp on: Route 672(Hopewell Rd) on: Route 672(Hopewell Rd) N+S
TIME +
RIGHT THRU LEFT U--rN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U--rN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 0 0 0 0 0 5 1 0 0 6 14 12 0 0 26 0 9 3 0 12 44
6:15-630 0 0 0 0 0 12 1 0 0 13 16 20 0 0 36 0 9 5 0 14 63
630-645 0 0 0 0 0 20 0 0 0 20 8 13 0 0 21 0 27 1 0 28 69
645-700 0 0 0 0 0 19 0 3 0 22 13 23 0 0 36 0 32 1 0 33 91
700-7 15 0 0 0 0 0 15 0 3 0 18 14 26 0 0 40 0 34 5 0 39 97
7:15-730 0 0 0 0 0 16 0 3 0 19 13 31 0 0 44 0 47 2 0 49 112
730-745 0 0 0 0 0 21 2 5 0 28 25 36 0 0 61 0 85 0 1 86 175
745-800 0 0 0 0 0 17 0 1 0 18 9 21 0 0 30 0 64 5 0 69 117
800-8 15 0 0 0 0 0 16 0 1 0 17 10 21 0 0 31 0 48 3 0 51 99
8:15-830 0 0 0 0 0 10 0 5 0 15 9 22 0 0 31 0 53 7 0 60 106
830-845 0 0 0 0 0 13 0 2 0 15 10 29 0 1 40 0 39 4 0 43 98
845-900 0 0 0 0 0 14 0 4 0 18 2 33 0 0 35 0 30 3 0 33 86
3 Hr Totals 0 0 0 0 0 178 4 27 0 209 143 287 0 1 431 0 477 39 1 517 1157
1 Hr Totals
600-700 0 0 0 0 0 56 2 3 0 61 51 68 0 0 119 0 77 10 0 87 267
6:15-7:15 0 0 0 0 0 66 1 6 0 73 51 82 0 0 133 0 102 12 0 114 320
630-730 0 0 0 0 0 70 0 9 0 79 48 93 0 0 141 0 140 9 0 149 369
645-745 0 0 0 0 0 71 2 14 0 87 65 116 0 0 181 0 198 8 1 207 475
700-800 0 0 0 0 0 69 2 12 0 83 61 114 0 0 175 0 230 12 1 243 501
7:15-8:15 0 0 0 0 0 70 2 10 0 82 57 109 0 0 166 0 244 10 1 255 503
730-830 0 0 0 0 0 64 2 12 0 78 53 100 0 0 153 0 250 15 1 266 497
745-845 0 0 0 0 0 56 0 9 0 65 38 93 0 1 132 0 204 19 0 223 420
800-900 0 0 0 0 0 53 0 12 0 65 31 105 0 1 137 0 170 17 0 187 389
PEAK HOUR
7:00-8:00 0 0 0 0 0 69 2 12 0 83 61 114 0 0 175 0 230 12 1 243 501
PM
300-3 15 0 0 0 0 0 24 0 5 0 29 9 29 0 0 38 0 13 5 0 18 85
3:15-330 0 0 0 0 0 22 1 5 0 28 24 38 0 0 62 0 22 6 0 28 118
330-345 0 0 0 0 0 22 0 15 0 37 19 20 0 0 39 0 16 11 0 27 103
345-400 0 0 0 0 0 16 0 5 0 21 15 54 0 0 69 0 28 7 0 35 125
400-4 15 0 0 0 0 0 14 1 8 0 23 18 41 0 0 59 0 20 14 0 34 116
4:15-430 0 0 0 0 0 22 0 9 0 31 24 42 0 0 66 0 32 8 0 40 137
430-445 0 0 0 0 0 17 0 6 0 23 26 53 0 0 79 0 18 26 0 44 146
445-500 0 0 0 0 0 21 0 7 0 28 15 43 0 0 58 0 22 8 0 30 116
500-5 15 0 0 0 0 0 19 0 13 0 32 24 36 0 0 60 0 27 13 0 40 132
5:15-530 0 0 0 0 0 19 0 11 0 30 13 59 0 0 72 0 39 15 0 54 156
530-545 0 0 0 0 0 17 0 17 0 34 14 44 0 0 58 0 20 9 0 29 121
545-600 0 0 0 0 0 16 0 11 0 27 13 28 0 0 41 0 23 1 0 24 92
3 Hr Totals 0 0 0 0 0 229 2 112 0 343 214 487 0 0 701 0 280 123 0 403 1447
1 Hr Totals
300-400 0 0 0 0 0 84 1 30 0 115 67 141 0 0 208 0 79 29 0 108 431
3:15-4:15 0 0 0 0 0 74 2 33 0 109 76 153 0 0 229 0 86 38 0 124 462
330-430 0 0 0 0 0 74 1 37 0 112 76 157 0 0 233 0 96 40 0 136 481
345-445 0 0 0 0 0 69 1 28 0 98 83 190 0 0 273 0 98 55 0 153 524
400-500 0 0 0 0 0 74 1 30 0 105 83 179 0 0 262 0 92 56 0 148 515
4:15-5:15 0 0 0 0 0 79 0 35 0 114 89 174 0 0 263 0 99 55 0 154 531
430-530 0 0 0 0 0 76 0 37 0 113 78 191 0 0 269 0 106 62 0 168 550
445-545 0 0 0 0 0 76 0 48 0 124 66 182 0 0 248 0 108 45 0 153 525
500-600 0 0 0 0 0 71 0 52 0 123 64 167 0 0 231 0 109 38 0 147 501
PEAK HOUR
4:30-5:30 0 0 1 0 1 76 0 37 0 113 78 191 0 0 269 0 106 62 0 168 551
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU L/lQ
Intersection of:1-81 SB Off Ramp-1-81 SB On Ramp Date:November 16,2021 Tuesday
and:Route 672(Hopewell Rd) Weather:Cool,Clear Ciiril/�
Location:Frederick County,Virginia Entered by:CK Star Rating:4
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: 1-81 SB Off Ramp on: 1-81 SB On Ramp on: Route 672(Hopewell Rd) on: Route 672(Hopewell Rd) N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6:15 0 0 7 0 7 0 0 0 0 0 0 1 13 0 14 3 5 0 0 8 29
6:15-630 4 1 10 0 15 0 0 0 0 0 0 5 19 0 24 6 8 0 0 14 53
630-645 4 0 20 0 24 0 0 0 0 0 0 4 12 0 16 8 11 0 0 19 59
645-700 16 0 25 0 41 0 0 0 0 0 0 11 19 0 30 7 14 0 0 21 92
700-7 15 5 0 27 0 32 0 0 0 0 0 0 8 24 0 32 10 22 0 0 32 96
7:15-730 24 1 41 0 66 0 0 0 0 0 0 15 20 0 35 6 18 0 0 24 125
730-745 82 1 84 0 167 0 0 1 0 1 0 36 5 0 41 1 17 0 0 18 227
745-800 120 2 66 0 188 0 0 0 0 0 0 19 3 0 22 3 12 0 0 15 225
800-8 15 53 2 41 0 96 0 0 0 0 0 0 18 4 0 22 1 17 0 0 18 136
8:15-830 20 5 45 0 70 0 0 0 0 0 0 20 6 1 27 4 21 0 1 26 123
830-845 14 3 21 0 38 0 0 0 0 0 0 16 26 2 44 8 19 0 0 27 109
845-900 3 2 17 0 22 0 0 0 0 0 0 16 33 0 49 8 26 0 0 34 105
3 Hr Totals 345 17 404 0 766 0 0 1 0 1 0 169 184 3 356 65 190 0 1 256 1379
1 Hr Totals
600-700 24 1 62 0 87 0 0 0 0 0 0 21 63 0 84 24 38 0 0 62 233
6:15-7:15 29 1 82 0 112 0 0 0 0 0 0 28 74 0 102 31 55 0 0 86 300
630-730 49 1 113 0 163 0 0 0 0 0 0 38 75 0 113 31 65 0 0 96 372
645-745 127 2 177 0 306 0 0 1 0 1 0 70 68 0 138 24 71 0 0 95 540
700-800 231 4 218 0 453 0 0 1 0 1 0 78 52 0 130 20 69 0 0 89 673
7:15-8:15 279 6 232 0 517 0 0 1 0 1 0 88 32 0 120 11 64 0 0 75 713
730-830 275 10 236 0 521 0 0 1 0 1 0 93 18 1 112 9 67 0 1 77 711
745-845 207 12 173 0 392 0 0 0 0 0 0 73 39 3 115 16 69 0 1 86 593
800-900 90 12 124 0 226 0 0 0 0 0 0 70 69 3 142 21 83 0 1 105 473
PEAK HOUR
7:15-8:15 279 6 232 0 517 0 0 1 0 1 0 88 32 0 120 11 64 0 0 75 713
PM
300-3 15 3 0 9 0 12 0 0 0 0 0 0 19 18 0 37 1 14 0 0 15 64
3:15-330 3 0 9 0 12 0 0 0 0 0 0 19 28 0 47 5 21 0 0 26 85
330-345 7 0 7 0 14 0 0 0 0 0 0 23 17 0 40 5 24 0 0 29 83
345-400 1 0 14 0 15 0 0 0 0 0 0 30 39 0 69 6 26 0 0 32 116
400-4 15 5 0 15 0 20 0 0 0 0 0 0 27 28 0 55 5 23 0 0 28 103
4:15-430 2 1 16 0 19 0 0 0 0 0 0 25 28 0 53 6 25 0 0 31 103
430-445 3 0 11 0 14 0 0 0 0 0 0 28 32 0 60 0 36 0 0 36 110
445-500 4 0 15 0 19 0 0 0 0 0 0 24 29 0 53 8 19 0 0 27 99
500-5 15 1 0 12 0 13 0 0 0 0 0 0 31 26 0 57 6 33 0 0 39 109
5:15-530 1 0 19 0 20 0 0 0 0 0 0 21 48 0 69 8 37 0 0 45 134
530-545 3 0 13 0 16 0 0 0 0 0 0 31 33 0 64 3 20 0 0 23 103
545-600 3 0 13 0 16 0 0 0 0 0 0 15 26 0 41 1 13 0 0 14 71
3 Hr Totals 36 1 153 0 190 0 0 0 0 0 0 293 352 0 645 54 291 0 0 345 1180
1 Hr Totals
300-400 14 0 39 0 53 0 0 0 0 0 0 91 102 0 193 17 85 0 0 102 348
3:15-4:15 16 0 45 0 61 0 0 0 0 0 0 99 112 0 211 21 94 0 0 115 387
330-430 15 1 52 0 68 0 0 0 0 0 0 105 112 0 217 22 98 0 0 120 405
345-445 11 1 56 0 68 0 0 0 0 0 0 110 127 0 237 17 110 0 0 127 432
400-500 14 1 57 0 72 0 0 0 0 0 0 104 117 0 221 19 103 0 0 122 415
4:15-5:15 10 1 54 0 65 0 0 0 0 0 0 108 115 0 223 20 113 0 0 133 421
430-530 9 0 57 0 66 0 0 0 0 0 0 104 135 0 239 22 125 0 0 147 452
445-545 9 0 59 0 68 0 0 0 0 0 0 107 136 0 243 25 109 0 0 134 445
500-600 8 0 57 0 65 0 0 0 0 0 0 98 133 0 231 18 103 0 0 121 417
PEAK HOUR
4:30-5:30 9 0 57 0 66 0 0 0 0 0 0 104 135 0 239 22 125 0 0 147 452
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 1/�e
Intersection of:Quarry Rd-Quarry Entrance Date:November 16,2021 Tuesday /1izei.
and:Route 672(Brucetown Rd) Weather:Cool,Clear G/ol/p
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: Quarry Rd on: Quarry Entrance on: Route 672(Brucetown Rd) on: Route 672(Brucetown Rd) N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6:15 0 0 0 0 0 0 0 8 0 8 0 16 2 0 18 1 3 0 0 4 30
6:15-630 0 0 0 0 0 0 0 2 0 2 0 25 0 0 25 7 6 0 0 13 40
630-645 0 0 0 0 0 0 0 2 0 2 0 17 0 0 17 14 13 0 0 27 46
645-700 0 0 0 0 0 0 0 4 0 4 0 22 0 0 22 18 10 0 0 28 54
700-7 15 0 0 0 0 0 0 0 2 0 2 0 25 0 0 25 16 8 0 0 24 51
7:15-730 0 0 0 0 0 0 0 2 0 2 0 30 0 0 30 13 11 0 0 24 56
730-745 0 0 0 0 0 0 0 4 0 4 0 32 0 0 32 6 5 0 0 11 47
745-800 0 0 0 0 0 0 0 5 0 5 0 22 0 0 22 4 13 0 0 17 44
800-8 15 0 0 0 0 0 0 0 2 0 2 0 22 0 0 22 7 13 0 0 20 44
8:15-830 0 0 0 0 0 0 0 3 0 3 0 24 0 0 24 8 10 0 0 18 45
830-845 0 0 0 0 0 0 0 7 0 7 0 36 0 0 36 6 5 0 0 11 54
845-900 0 0 0 0 0 1 0 4 0 5 0 23 0 0 23 6 21 0 0 27 55
3 Hr Totals 0 0 0 0 0 1 0 45 0 46 0 294 2 0 296 106 118 0 0 224 566
1 Hr Totals
600-700 0 0 0 0 0 0 0 16 0 16 0 80 2 0 82 40 32 0 0 72 170
6:15-7:15 0 0 0 0 0 0 0 10 0 10 0 89 0 0 89 55 37 0 0 92 191
630-730 0 0 0 0 0 0 0 10 0 10 0 94 0 0 94 61 42 0 0 103 207
645-745 0 0 0 0 0 0 0 12 0 12 0 109 0 0 109 53 34 0 0 87 208
700-800 0 0 0 0 0 0 0 13 0 13 0 109 0 0 109 39 37 0 0 76 198
7:15-8:15 0 0 0 0 0 0 0 13 0 13 0 106 0 0 106 30 42 0 0 72 191
730-830 0 0 0 0 0 0 0 14 0 14 0 100 0 0 100 25 41 0 0 66 180
745-845 0 0 0 0 0 0 0 17 0 17 0 104 0 0 104 25 41 0 0 66 187
800-900 0 0 0 0 0 1 0 16 0 17 0 105 0 0 105 27 49 0 0 76 198
PEAK HOUR
6:45-7:45 0 0 0 0 0 0 0 12 0 12 0 109 0 0 109 53 34 0 0 87 208
PM
300-3 15 0 0 0 0 0 1 0 6 0 7 0 13 0 0 13 6 16 0 0 22 42
3:15-330 0 0 0 0 0 0 0 8 0 8 0 21 0 0 21 2 23 0 0 25 54
330-345 0 0 0 0 0 0 0 5 1 6 0 22 0 0 22 4 32 0 0 36 64
345-400 0 0 0 0 0 0 0 6 0 6 0 29 0 0 29 1 27 0 0 28 63
400-4 15 0 0 0 0 0 0 0 17 0 17 0 15 0 0 15 1 27 0 0 28 60
4:15-430 0 0 0 0 0 0 0 6 0 6 0 29 0 0 29 0 30 0 0 30 65
430-445 0 0 0 0 0 0 0 4 0 4 0 15 0 0 15 2 24 0 0 26 45
445-500 0 0 0 0 0 0 0 4 0 4 0 25 0 0 25 1 29 0 0 30 59
500-5 15 0 0 0 0 0 0 0 11 0 11 0 24 0 0 24 0 32 0 0 32 67
5:15-530 0 0 0 0 0 2 0 16 0 18 0 35 0 0 35 2 34 0 0 36 89
530-545 0 0 0 0 0 0 0 1 0 1 0 17 0 0 17 0 28 0 0 28 46
545-600 0 0 0 0 0 0 0 0 0 0 0 14 0 0 14 5 35 0 0 40 54
3 Hr Totals 0 0 0 0 0 3 0 84 1 88 0 259 0 0 259 24 337 0 0 361 708
1 Hr Totals
300-400 0 0 0 0 0 1 0 25 1 27 0 85 0 0 85 13 98 0 0 111 223
3:15-4:15 0 0 0 0 0 0 0 36 1 37 0 87 0 0 87 8 109 0 0 117 241
330-430 0 0 0 0 0 0 0 34 1 35 0 95 0 0 95 6 116 0 0 122 252
345-445 0 0 0 0 0 0 0 33 0 33 0 88 0 0 88 4 108 0 0 112 233
400-500 0 0 0 0 0 0 0 31 0 31 0 84 0 0 84 4 110 0 0 114 229
4:15-5:15 0 0 0 0 0 0 0 25 0 25 0 93 0 0 93 3 115 0 0 118 236
430-530 0 0 0 0 0 2 0 35 0 37 0 99 0 0 99 5 119 0 0 124 260
445-545 0 0 0 0 0 2 0 32 0 34 0 101 0 0 101 3 123 0 0 126 261
500-600 0 0 0 0 0 2 0 28 0 30 0 90 0 0 90 7 129 0 0 136 256
PEAK HOUR
4:45-5:45 0 0 0 0 0 2 0 32 0 34 0 101 0 0 101 1 3 123 0 0 126 261
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 1/�e
Intersection of:US 11 Date:November 18,2021 Thursday /1izei.
and:Branson Spring Rd Weather:Warm,Cloudy G/ol/p
Location:Frederick County,Virginia Entered by:CK Star Rating:4
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: US 11 on: US 11 on: Branson Spring Rd on: N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 0 33 0 0 33 1 24 0 0 25 0 0 0 0 0 0 0 0 0 0 58
6:15-630 0 60 0 0 60 1 21 0 0 22 0 0 0 0 0 0 0 0 0 0 82
630-645 0 62 1 0 63 0 33 0 0 33 1 0 0 0 1 0 0 0 0 0 97
645-700 0 80 0 0 80 2 36 0 0 38 2 0 0 0 2 0 0 0 0 0 120
700-7 15 0 53 1 0 54 2 33 0 0 35 0 0 1 0 1 0 0 0 0 0 90
7:15-730 0 61 0 0 61 1 46 0 0 47 1 0 1 0 2 0 0 0 0 0 110
730-745 0 99 0 0 99 0 27 0 0 27 2 0 0 0 2 0 0 0 0 0 128
745-800 0 88 0 0 88 0 37 0 0 37 0 0 1 0 1 0 0 0 0 0 126
800-8 15 0 54 0 0 54 0 27 0 1 28 0 0 1 0 1 0 0 0 0 0 83
8:15-830 0 60 0 0 60 0 41 0 0 41 0 0 3 0 3 0 0 0 0 0 104
830-845 0 63 3 0 66 2 32 0 0 34 1 0 0 0 1 0 0 0 0 0 101
845-900 0 42 1 0 43 1 45 0 0 46 0 0 2 0 2 0 0 0 0 0 91
3 Hr Totals 0 755 6 0 761 10 402 0 1 413 7 0 9 0 16 0 0 0 0 0 1190
1 Hr Totals
600-700 0 235 1 0 236 4 114 0 0 118 3 0 0 0 3 0 0 0 0 0 357
6:15-7:15 0 255 2 0 257 5 123 0 0 128 3 0 1 0 4 0 0 0 0 0 389
630-730 0 256 2 0 258 5 148 0 0 153 4 0 2 0 6 0 0 0 0 0 417
645-745 0 293 1 0 294 5 142 0 0 147 5 0 2 0 7 0 0 0 0 0 448
700-800 0 301 1 0 302 3 143 0 0 146 3 0 3 0 6 0 0 0 0 0 454
7:15-8:15 0 302 0 0 302 1 137 0 1 139 3 0 3 0 6 0 0 0 0 0 447
730-830 0 301 0 0 301 0 132 0 1 133 2 0 5 0 7 0 0 0 0 0 441
745-845 0 265 3 0 268 2 137 0 1 140 1 0 5 0 6 0 0 0 0 0 414
800-900 0 219 4 0 223 3 145 0 1 149 1 0 6 0 7 0 0 0 0 0 379
PEAK HOUR
7:00-8:00 0 301 1 0 302 3 143 0 0 146 3 0 3 0 6 0 0 0 0 0 454
PM
300-3 15 0 42 3 0 45 0 83 0 0 83 2 0 0 0 2 0 0 0 0 0 130
3:15-330 0 42 0 0 42 0 76 0 0 76 0 0 0 0 0 0 0 0 0 0 118
330-345 0 50 0 0 50 2 96 0 0 98 1 0 2 0 3 0 0 0 0 0 151
345-400 0 56 1 0 57 2 108 0 0 110 1 0 2 0 3 0 0 0 0 0 170
400-4 15 0 55 0 0 55 0 115 0 0 115 1 0 0 0 1 0 0 0 0 0 171
4:15-430 0 55 1 0 56 2 102 0 0 104 0 0 1 0 1 0 0 0 0 0 161
430-445 0 67 1 0 68 0 102 0 0 102 0 0 2 0 2 0 0 0 0 0 172
445-500 0 65 0 0 65 0 112 0 0 112 0 0 1 0 1 0 0 0 0 0 178
500-5 15 0 53 1 0 54 0 120 0 0 120 2 0 1 0 3 0 0 0 0 0 177
5:15-530 0 53 0 0 53 0 102 0 0 102 1 0 0 0 1 0 0 0 0 0 156
530-545 0 61 0 0 61 3 119 0 0 122 0 0 0 0 0 0 0 0 0 0 183
545-600 0 42 0 0 42 1 105 0 1 107 0 0 0 0 0 0 0 0 0 0 149
3 Hr Totals 0 641 7 0 648 10 1240 0 1 1251 8 0 9 0 17 0 0 0 0 0 1916
1 Hr Totals
300-400 0 190 4 0 194 4 363 0 0 367 4 0 4 0 8 0 0 0 0 0 569
3:15-4:15 0 203 1 0 204 4 395 0 0 399 3 0 4 0 7 0 0 0 0 0 610
330-430 0 216 2 0 218 6 421 0 0 427 3 0 5 0 8 0 0 0 0 0 653
345-445 0 233 3 0 236 4 427 0 0 431 2 0 5 0 7 0 0 0 0 0 674
400-500 0 242 2 0 244 2 431 0 0 433 1 0 4 0 5 0 0 0 0 0 682
4:15-5:15 0 240 3 0 243 2 436 0 0 438 2 0 5 0 7 0 0 0 0 0 688
430-530 0 238 2 0 240 0 436 0 0 436 3 0 4 0 7 0 0 0 0 0 683
445-545 0 232 1 0 233 3 453 0 0 456 3 0 2 0 5 0 0 0 0 0 694
500-600 0 209 1 0 210 4 446 0 1 451 3 0 1 0 4 0 0 0 0 0 665
PEAK HOUR
4:45-5:45 0 232 1 0 233 3 453 0 0 456 3 0 2 0 5 0 0 0 0 0 694
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU L/1i
Intersection of:US 11 Date:November 16,2021 Tuesday '/Li�1.1-.'1.
and:Route 672(Brucetown Rd) Weather:Cool,Clear G/01/p
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 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-rN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-rN TOTAL E+W
AM
600-6 15 0 49 0 0 49 6 20 0 0 26 4 0 23 0 27 0 0 0 0 0 102
6:15-630 0 71 1 0 72 12 29 0 0 41 4 0 18 0 22 0 0 0 0 0 135
630-645 0 57 3 0 60 30 30 0 0 60 1 0 19 0 20 0 0 0 0 0 140
645-700 0 70 6 0 76 29 33 0 0 62 5 0 26 0 31 0 0 0 0 0 169
700-7 15 0 63 8 0 71 26 36 0 0 62 3 0 30 0 33 0 0 0 0 0 166
7:15-730 0 74 7 0 81 18 43 0 0 61 4 0 37 0 41 0 0 0 0 0 183
730-745 0 89 0 0 89 14 43 0 0 57 2 0 32 0 34 0 0 0 0 0 180
745-800 0 94 5 0 99 28 36 0 0 64 6 0 27 0 33 0 0 0 0 0 196
800-8 15 0 80 5 0 85 19 43 0 0 62 2 0 27 0 29 0 0 0 0 0 176
8:15-830 0 98 1 0 99 16 25 0 0 41 3 0 22 0 25 0 0 0 0 0 165
830-845 0 91 2 0 93 14 30 0 0 44 1 0 44 0 45 0 0 0 0 0 182
845-900 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
600-700 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
630-730 0 264 24 0 288 103 142 0 0 245 13 0 112 0 125 0 0 0 0 0 658
645-745 0 296 21 0 317 87 155 0 0 242 14 0 125 0 139 0 0 0 0 0 698
700-800 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
730-830 0 361 11 0 372 77 147 0 0 224 13 0 108 0 121 0 0 0 0 0 717
745-845 0 363 13 0 376 77 134 0 0 211 12 0 120 0 132 0 0 0 0 0 719
800-900 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
300-3 15 0 57 7 0 64 22 90 0 0 112 5 0 23 0 28 0 0 0 0 0 204
3:15-330 0 42 7 0 49 30 75 0 0 105 11 0 32 0 43 0 0 0 0 0 197
330-345 0 54 7 0 61 43 98 0 0 141 9 0 24 0 33 0 0 0 0 0 235
345-400 0 77 6 0 83 31 102 0 0 133 9 0 37 0 46 0 0 0 0 0 262
400-4 15 0 46 6 0 52 29 113 0 0 142 11 0 33 0 44 0 0 0 0 0 238
4:15-430 0 58 5 0 63 28 111 0 0 139 11 0 36 0 47 0 0 0 0 0 249
430-445 0 50 4 0 54 26 97 0 0 123 6 0 25 0 31 0 0 0 0 0 208
445-500 0 56 8 0 64 29 110 0 0 139 7 0 29 0 36 0 0 0 0 0 239
500-5 15 0 74 3 0 77 33 98 0 0 131 6 0 31 0 37 0 0 0 0 0 245
5:15-530 0 58 4 0 62 32 113 0 0 145 3 0 51 0 54 0 0 0 0 0 261
530-545 0 76 0 0 76 34 102 0 0 136 7 0 21 0 28 0 0 0 0 0 240
545-600 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
300-400 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
330-430 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% 1A
345-445 0 231 21 0 252 114 423 0 0 537 37 0 131 0 168 0 0 0 0 0 957
400-500 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
430-530 0 238 19 0 257 120 418 0 0 538 22 0 136 0 158 0 0 0 0 0 953
445-545 0 264 15 0 279 128 423 0 0 551 23 0 132 0 155 0 0 0 0 0 985
500-600 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
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU '7Z„
Intersection of:US 11 Date:November 16,2021 Tuesday T�
and:Route 672(Brucetown Rd-Hopewell Rd) Weather:Cool,Clear GIJ Y
Location:Frederick County,Virginia Entered by:CK Star Rating:4
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: US 11 on: US 11 on: Route 672(Brucetown Rd) on: Route 672(Hopewell Rd) N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-615 8 39 0 0 47 3 16 11 0 30 4 11 12 0 27 7 3 4 0 14 118
615-630 9 63 1 0 73 5 23 16 0 44 4 8 10 0 22 5 7 6 0 18 157
630-645 8 50 3 0 61 12 21 9 0 42 1 9 7 0 17 14 17 9 0 40 160
645-700 7 62 4 0 73 13 27 17 0 57 5 16 10 0 31 17 15 6 0 38 199
700-715 17 46 7 0 70 9 31 13 0 53 3 14 15 0 32 18 18 4 0 40 195
715-730 18 58 6 0 82 10 36 17 0 63 3 20 12 0 35 23 7 9 0 39 219
730-745 13 74 0 0 87 2 37 24 0 63 2 16 18 0 36 98 10 6 0 114 300
745-800 7 88 5 0 100 11 27 9 0 47 5 15 12 0 32 73 17 9 0 99 278
800-815 7 72 5 0 84 6 33 19 0 58 3 7 19 0 29 60 13 10 0 83 254
815-830 9 87 1 0 97 9 18 22 0 49 3 6 15 0 24 49 7 6 0 62 232
830-845 21 70 3 0 94 5 21 10 0 36 4 21 23 0 48 40 9 7 0 56 234
845-900 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
600-700 32 214 8 0 254 33 87 53 0 173 14 44 39 0 97 43 42 25 0 110 634
615-715 41 221 15 0 277 39 102 55 0 196 13 47 42 0 102 54 57 25 0 136 711
630-730 50 216 20 0 286 44 115 56 0 215 12 59 44 0 115 72 57 28 0 157 773
645-745 55 240 17 0 312 34 131 71 0 236 13 66 55 0 134 156 50 25 0 231 913
700-800 55 266 18 0 339 32 131 63 0 226 13 65 57 0 135 212 52 28 0 292 992
715-815 45 292 16 0 353 29 133 69 0 231 13 58 61 0 132 254 47 34 0 335 1051
730-830 36 321 11 0 368 28 115 74 0 217 13 44 64 0 121 280 47 31 0 358 1064
745-845 44 317 14 0 375 31 99 60 0 190 15 49 69 0 133 222 46 32 0 300 998
800-900 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
300-315 16 49 7 0 72 13 70 14 0 97 5 15 5 0 25 13 8 18 0 39 233
315-330 12 41 7 0 60 17 61 22 0 100 11 21 13 0 45 15 14 11 0 40 245
330-345 8 64 6 0 78 22 82 23 0 127 7 8 16 0 31 13 19 17 0 49 285
345-400 22 70 6 0 98 17 89 24 0 130 9 16 14 0 39 17 13 13 0 43 310
400-415 14 38 6 0 58 18 94 25 0 137 10 21 10 0 41 13 11 19 0 43 279
415-430 15 42 4 0 61 10 90 28 0 128 10 19 16 0 45 15 13 19 0 47 281
430-445 14 36 4 0 54 15 81 28 0 124 6 16 10 0 32 15 10 17 0 42 252
445-500 16 40 7 0 63 14 101 23 0 138 6 13 15 0 34 18 16 10 0 44 279
500-515 21 53 3 0 77 14 82 25 0 121 6 14 16 0 36 23 19 15 0 57 291
515-530 10 48 4 0 62 17 97 24 0 138 3 35 16 0 54 23 15 13 0 51 305
530-545 15 61 0 0 76 24 91 12 0 127 7 17 4 0 28 19 9 15 0 43 274
545-600 10 40 4 0 54 18 86 19 0 123 6 8 7 0 21 11 19 15 0 45 243
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
300-400 58 224 26 0 308 69 302 83 0 454 32 60 48 0 140 58 54 59 0 171 1073
3:15-415 56 213 25 0 294 74 326 94 0 494 37 66 53 0 156 58 57 60 0 175 1119
330-430 59 214 22 0 295 67 355 100 0 522 36 64 56 0 156 58 56 68 0 182 1155
345-445 65 186 20 0 271 60 354 105 0 519 35 72 50 0 157 60 47 68 0 175 1122
400-500 59 156 21 0 236 57 366 104 0 527 32 69 51 0 152 61 50 65 0 176 1091
415-515 66 171 18 0 255 53 354 104 0 511 28 62 57 0 147 71 58 61 0 190 1103
430-530 61 177 18 0 256 60 361 100 0 521 21 78 57 0 156 79 60 55 0 194 1127
445-545 62 202 14 0 278 69 371 84 0 524 22 79 51 0 152 83 59 53 0 195 1149
500-600 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 1 58 56 68 0 182 1155
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 1/�i
Intersection of:US 11 Date:November 16,2021 Tuesday '/1��r,{lr
and:Route 672(Hopewell Rd) Weather:Cool,Clear G/oi✓p
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 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
600-6 15 19 51 0 0 70 0 19 11 0 30 0 0 0 0 0 7 0 6 0 13 113
6:15-630 17 73 0 0 90 0 27 16 0 43 0 0 0 0 0 5 0 13 0 18 151
630-645 20 57 0 0 77 0 33 9 0 42 0 0 0 0 0 14 0 27 0 41 160
645-700 24 72 0 0 96 0 39 17 0 56 0 0 0 0 0 17 0 21 0 38 190
700-7 15 31 61 0 0 92 0 40 13 0 53 0 0 0 0 0 18 0 22 0 40 185
7:15-730 38 70 0 0 108 0 45 17 0 62 0 0 0 0 0 24 0 16 0 40 210
730-745 29 91 0 0 120 0 39 24 0 63 0 0 0 0 0 98 0 16 0 114 297
745-800 22 100 0 0 122 0 34 9 0 43 0 0 0 0 0 73 0 26 0 99 264
800-8 15 16 90 0 0 106 0 36 20 0 56 0 0 0 0 0 61 0 22 0 83 245
8:15-830 16 102 0 0 118 0 23 22 0 45 0 0 0 0 0 49 0 14 0 63 226
830-845 42 93 0 0 135 0 26 10 0 36 0 0 0 0 0 39 0 16 0 55 226
845-900 40 84 0 0 124 0 49 8 0 57 0 0 0 0 0 39 0 17 0 56 237
3 Hr Totals 314 944 0 0 1258 0 410 176 0 586 0 0 0 0 0 444 0 216 0 660 2504
1 Hr Totals
600-700 80 253 0 0 333 0 118 53 0 171 0 0 0 0 0 43 0 67 0 110 614
6:15-7:15 92 263 0 0 355 0 139 55 0 194 0 0 0 0 0 54 0 83 0 137 686
630-730 113 260 0 0 373 0 157 56 0 213 0 0 0 0 0 73 0 86 0 159 745
645-745 122 294 0 0 416 0 163 71 0 234 0 0 0 0 0 157 0 75 0 232 882
700-800 120 322 0 0 442 0 158 63 0 221 0 0 0 0 0 213 0 80 0 293 956
7:15-8:15 105 351 0 0 456 0 154 70 0 224 0 0 0 0 0 256 0 80 0 336 1016
730-830 83 383 0 0 466 0 132 75 0 207 0 0 0 0 0 281 0 78 0 359 1032
745-845 96 385 0 0 481 0 119 61 0 180 0 0 0 0 0 222 0 78 0 300 961
800-900 114 369 0 0 483 0 134 60 0 194 0 0 0 0 0 188 0 69 0 257 934
PEAK HOUR
7:30-8:30 83 383 0 0 466 0 132 75 0 207 0 0 0 0 0 281 0 78 0 359 1032
PM
300-3 15 29 48 0 0 77 0 83 14 0 97 0 0 0 0 0 12 0 26 0 38 212
3:15-330 32 41 0 0 73 0 76 21 0 97 0 0 0 0 0 15 0 21 0 36 206
330-345 17 63 0 0 80 0 104 24 0 128 0 0 0 0 0 13 0 34 0 47 255
345-400 42 70 0 0 112 0 104 25 0 129 0 0 0 0 0 17 0 24 0 41 282
400-4 15 35 48 0 0 83 0 112 24 0 136 0 0 0 0 0 13 0 30 0 43 262
4:15-430 35 56 0 0 91 0 101 26 0 127 0 0 0 0 0 14 0 36 0 50 268
430-445 30 46 0 0 76 0 96 29 0 125 0 0 0 0 0 13 0 27 0 40 241
445-500 30 53 0 0 83 0 115 22 0 137 0 0 0 0 0 17 0 25 0 42 262
500-5 15 38 70 0 0 108 0 97 25 0 122 0 0 0 0 0 23 0 34 0 57 287
5:15-530 45 64 0 0 109 0 116 24 0 140 0 0 0 0 0 23 0 30 0 53 302
530-545 32 65 0 0 97 0 111 13 0 124 0 0 0 0 0 18 0 24 0 42 263
545-600 18 47 0 0 65 0 106 18 0 124 0 0 0 0 0 11 0 33 0 44 233
3 Hr Totals 383 671 0 0 1054 0 1221 265 0 1486 0 0 0 0 0 189 0 344 0 533 3073
1 Hr Totals
300-400 120 222 0 0 342 0 367 84 0 451 0 0 0 0 0 57 0 105 0 162 955
3:15-4:15 126 222 0 0 348 0 396 94 0 490 0 0 0 0 0 58 0 109 0 167 1005
330-430 129 237 0 0 366 0 421 99 0 520 0 0 0 0 0 57 0 124 0 181 1067
PHF 0.77 0.85 0.94 0.95 0.84 0.86
%T 10% 3% 5% 8% 9% 5%
345-445 142 220 0 0 362 0 413 104 0 517 0 0 0 0 0 57 0 117 0 174 1053
400-500 130 203 0 0 333 0 424 101 0 525 0 0 0 0 0 57 0 118 0 175 1033
4:15-5:15 133 225 0 0 358 0 409 102 0 511 0 0 0 0 0 67 0 122 0 189 1058
430-530 143 233 0 0 376 0 424 100 0 524 0 0 0 0 0 76 0 116 0 192 1092
445-545 149 252 0 0 401 0 439 84 0 523 0 0 0 0 0 81 0 113 0 194 1118
500-600 133 246 0 0 379 0 430 80 0 510 0 0 0 0 0 75 0 121 0 196 1085
PEAK HOUR
4:45-5:45 145 252 0 0 397 0 439 84 0 523 0 0 0 0 0 81 0 113 0 194 1114
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 7718
Intersection of:1-81 NB On-Off Ramp Date:May 17,2022 Tuesday A"fic
and:Route 672(Hopewell Rd) Weather:Warm,Clear l�7/01//fi
Location:Frederick County,Virginia Entered by:CK Star Rating:4
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: 1-81 NB On-Off Ramp on: 1-81 NB On-Off Ramp on: Route 672(Hopewell Rd) on: Route 672(Hopewell Rd) N+S
TIME +
RIGHT THRU LEFT U-ltd TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 0 0 0 0 0 8 0 2 0 10 12 49 0 0 61 0 10 3 0 13 84
6:15-630 0 0 0 0 0 11 0 1 0 12 8 57 0 0 65 0 15 4 0 19 96
630-645 0 0 0 0 0 29 0 1 0 30 14 21 0 0 35 0 23 4 0 27 92
645-700 0 0 0 0 0 17 1 1 0 19 16 26 0 0 42 0 31 8 0 39 100
700-7 15 0 0 0 0 0 10 0 2 0 12 16 29 0 0 45 0 30 2 2 34 91
7:15-730 0 0 0 0 0 18 0 6 0 24 20 39 0 0 59 0 31 7 0 38 121
730-745 0 0 0 0 0 19 0 8 0 27 25 33 0 0 58 0 31 4 0 35 120
745-800 0 0 0 0 0 15 1 3 0 19 12 37 0 0 49 0 20 6 0 26 94
800-8 15 0 0 0 0 0 16 2 4 0 22 10 23 0 0 33 0 28 6 0 34 89
8:15-830 0 0 0 0 0 16 0 1 0 17 10 34 0 0 44 0 35 5 0 40 101
830-845 0 0 0 0 0 16 0 5 0 21 9 31 0 0 40 0 30 0 0 30 91
845-900 0 0 0 0 0 9 0 2 0 11 12 35 0 0 47 0 25 6 0 31 89
3 Hr Totals 0 0 0 0 0 184 4 36 0 224 164 414 0 0 578 0 309 55 2 366 1168
1 Hr Totals
600-700 0 0 0 0 0 65 1 5 0 71 50 153 0 0 203 0 79 19 0 98 372
6:15-7:15 0 0 0 0 0 67 1 5 0 73 54 133 0 0 187 0 99 18 2 119 379
630-730 0 0 0 0 0 74 1 10 0 85 66 115 0 0 181 0 115 21 2 138 404
645-745 0 0 0 0 0 64 1 17 0 82 77 127 0 0 204 0 123 21 2 146 432
700-800 0 0 0 0 0 62 1 19 0 82 73 138 0 0 211 0 112 19 2 133 426
7:15-8:15 0 0 0 0 0 68 3 21 0 92 67 132 0 0 199 0 110 23 0 133 424
730-830 0 0 0 0 0 66 3 16 0 85 57 127 0 0 184 0 114 21 0 135 404
745-845 0 0 0 0 0 63 3 13 0 79 41 125 0 0 166 0 113 17 0 130 375
800-900 0 0 0 0 0 57 2 12 0 71 41 123 0 0 164 0 118 17 0 135 370
PEAK HOUR
6:45-7:45 0 0 0 0 0 64 1 17 0 82 77 127 0 0 204 0 123 21 2 146 432
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU ,
Intersection of:1-81 SB Off-On Ramp Date:May 17,2022 Tuesday
and:Route 672(Hopewell Rd) Weather:Warm,Clear LG/01//fi
Location:Frederick County,Virginia Entered by:CK Star Rating:4
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: 1-81 SB Off-On Ramp on: 1-81 SB Off-On Ramp on: Route 672(Hopewell Rd) on: Route 672(Hopewell Rd) N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-ltd TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 0 0 5 0 5 0 0 0 0 0 0 6 46 0 52 7 8 0 0 15 72
6:15-630 4 0 13 1 18 0 0 0 0 0 0 5 53 0 58 8 6 0 0 14 90
630-645 4 1 16 0 21 0 0 0 0 0 0 9 13 0 22 6 12 0 0 18 61
645-700 15 0 23 0 38 0 0 0 0 0 0 2 23 0 25 9 14 0 0 23 86
700-7 15 8 0 19 0 27 0 0 0 0 0 0 9 24 0 33 7 16 0 0 23 83
7:15-730 5 0 20 0 25 0 0 0 0 0 0 13 29 0 42 6 19 0 0 25 92
730-745 10 0 18 0 28 0 0 0 0 0 0 13 30 0 43 2 15 0 0 17 88
745-800 9 0 14 0 23 0 0 0 0 0 0 15 23 0 38 3 12 0 0 15 76
800-8 15 5 0 18 0 23 0 0 0 0 0 0 6 19 0 25 7 16 0 0 23 71
8:15-830 4 0 17 0 21 0 0 0 0 0 0 8 28 0 36 5 22 0 0 27 84
830-845 3 0 14 0 17 0 0 0 0 0 0 10 26 0 36 4 16 0 0 20 73
845-900 0 0 12 0 12 0 0 0 0 0 0 17 20 0 37 7 19 0 0 26 75
3 Hr Totals 67 1 189 1 258 0 0 0 0 0 0 113 334 0 447 71 175 0 0 246 951
1 Hr Totals
600-700 23 1 57 1 82 0 0 0 0 0 0 22 135 0 157 30 40 0 0 70 309
6:15-7:15 31 1 71 1 104 0 0 0 0 0 0 25 113 0 138 30 48 0 0 78 320
630-730 32 1 78 0 111 0 0 0 0 0 0 33 89 0 122 28 61 0 0 89 322
645-745 38 0 80 0 118 0 0 0 0 0 0 37 106 0 143 24 64 0 0 88 349
700-800 32 0 71 0 103 0 0 0 0 0 0 50 106 0 156 18 62 0 0 80 339
7:15-8:15 29 0 70 0 99 0 0 0 0 0 0 47 101 0 148 18 62 0 0 80 327
730-830 28 0 67 0 95 0 0 0 0 0 0 42 100 0 142 17 65 0 0 82 319
745-845 21 0 63 0 84 0 0 0 0 0 0 39 96 0 135 19 66 0 0 85 304
800-900 12 0 61 0 73 0 0 0 0 0 0 41 93 0 134 23 73 0 0 96 303
PEAK HOUR
6:45-7:45 38 0 80 0 118 0 0 0 0 0 0 37 106 0 143 24 64 0 0 88 349
m � m u� v m
K r
� O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0
o '
M 0 2
0-6
O W
r
S N O M of (O (O
r in o N m m N a m N M
O N M M M V N N V M N M O
K r
a3 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 O
w a �
0 xo
N
0-6
r
N A LL K W r LL� O O O r O O V M �
C1 W r r r
N U U
M r r r m M N M m u� v rn u� o v rn M rn
A6 y r
a
C > d
r
2
r z
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N '
cd U
LL �
r= r
3 m
O W Q of LL� N W O W N N O V N N
6 r m m V O V of M N LL� N O M r N N V O O of N
U = a O O r r W W O LL� r r of O V M M M M M M N N M
C
O J 2
O
w' r
Z C U K ~ O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 O
W 3 O
O V z
W (O (O N LL7 of V
N
CO
R' t0 of O O N O) M of I� W O r LL� LL� O V V N LL�
IIS C
V r U
Z o o
d J r
Z 2C N M LL W r LL V M O N N M o LL LL r W W
CO
LL� O LL� O LL� O LL� O LL� O LL� O N y 0 LL� O LL� O LL� O LL� O i0
V
J w to co co r r r r ro ro ro ro of p p r r r r m m 66 66 of= j,
0 ro ro ro ro r r r r ro ro ro ro M io io io 6 r r r r ro a 6
H
CARS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 1/IB
Intersection of:US 11 Date:May 17,2022 Tuesday A"f1c
and:Route 672(Brucetown Rd) Weather:Warm,Clear �j/I01//p
Location:Frederick County,Virginia Entered by:CK Star Rating:4
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: US 11 on: US 11 on: Route 672(Brucetown Rd) on: N+S
TIME +
RIGHT THRU LEFT U-ltd TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U--rN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 132 1 0 133 10 15 0 25 1 14 0 15 0 173
6:15-630 127 3 0 130 18 29 0 47 0 12 0 12 0 189
630-645 85 2 0 87 18 25 0 43 4 19 0 23 0 153
645-700 66 2 0 68 24 30 0 54 2 28 0 30 0 152
700-7 15 67 5 0 72 11 36 0 47 4 23 0 27 0 146
7:15-730 77 4 0 81 17 37 0 54 3 26 0 29 0 164
730-745 80 2 0 82 13 34 0 47 7 31 0 38 0 167
745-800 81 5 0 86 17 36 0 53 5 20 0 25 0 164
800-8 15 45 3 0 48 12 33 0 45 6 21 0 27 0 120
8:15-830 70 0 0 70 13 33 0 46 5 38 0 43 0 159
830-845 68 5 0 73 8 46 0 54 4 21 0 25 0 152
845-900 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
600-700 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
630-730 0 295 13 0 308 70 128 0 0 198 13 0 96 0 109 0 0 0 0 0 615
645-745 0 290 13 0 303 65 137 0 0 202 16 0 108 0 124 0 0 0 0 0 629
700-800 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
730-830 0 276 10 0 286 55 136 0 0 191 23 0 110 0 133 0 0 0 0 0 610
745-845 0 264 13 0 277 50 148 0 0 198 20 0 100 0 120 0 0 0 0 0 595
800-900 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
+ rn o Z W m o ro o rn u� rn ro o M ro r r o rn w u� M y o
O � N � N
u2
• r� r
c f r c z
0 0 0 0 0 0 O O O O O O O O O O
a
21,
N
V O J
N _ O O O O O O O O O O O O O O O O O O O O O O O
r w rrc
r
C T (V (O M O (O (O N O O N
N
K O N
f O O O O O O O O O O O O O O O O O O O O O O O
ZO
QZ O O O O O O O O O O O O O O O O O O O O O O O
W J
N 0 r
N A LL W O O O O O O O O O O O O O O O O O O O O O O O
O y
N U U
n _
J
V A A Y K i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a t a O O O O O O O O O O O O O O O O O O O O O O O
v v
J
o
W r O K W O N N O O O N
U
r
2
r z
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NJ
rn
cd U_
r
N O
O O O O O O O O O O O O O O O O O O O O O O O
Z V 'C O K
w O
MW > Q V M O of O O N O O LL� N O W W N O M O
r N
V w a O °� °�
a c
F- o J x
x O r
Z U rc O O O O O O O O O O O O O O O O O O O O O O O
W N O J
C U z
C N
W\ W W D r
/ N O d LL w O O O O O O O O O O O O O O O O O O O O O O O
O 7 K i U
C O J of V O V M N
o A - i cro n ro ro ro r r m o o o o rn rn ro r o
O m
Z v o
Z N J C LL� LL� LL� M LL� V of r V (O M of of r N O V M O N
N o O
LL� O LL� O LL� O LL� O LL� O LL� O N y 0 . O . O . O . O. .
CO
M v o M v o M v o A A o M v o M v o v
J w to co co r r r r ro ro ro ro of p p u r r LL r ro ro ro ro of= ri
r r S
w v
0 ro ro ro ro � r � � ro ro ro ro �y � io io io io � r � � 66a io
H
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU11i
Intersection of:VA 671 Date:4/6/2022 Tuesday '/��„�{;'�.
and:Branson Spring Rd Weather:Cool,Light Rain &0.
and:
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
1200-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15-1230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1230-1245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1245-1 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30-1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45-200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
200-2:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:15-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
300-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
400-4:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:15-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
430-445 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
500-5:15 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
5:15-530 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
530-545 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2
545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
600-6:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
6:15-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 2
645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
700-7:15 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 0 0 1 4
7:15-730 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2
730-745 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 3
745-800 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
800-8:15 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2
8:15-830 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2
830-845 0 0 0 0 0 0 1 4 0 5 0 0 0 0 0 0 0 0 0 0 5
845-900 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2
900-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
9:15-930 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 4
930-945 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2
945-1000 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
1000-10:15 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 3
10:15-1030 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1030-1045 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
1045-11:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
11:00-11:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3
11:15-11:30 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45-1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1200-12:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
12:15-1230 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 3
1230-1245 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 1 0 0 0 1 4
1245-1 00 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2
1:00-1:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2
1:15-1:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
1:30-1:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 1 3 4
1:45-200 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 3
200-2:15 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
2:15-230 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 2
230-245 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2
245-300 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 3
300-3:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
3:15-3:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 77
Intersection of:VA 671 Date:4/6/2022 Tuesday
and:Branson Spring Rd Weather:Cool,Light Rain G/01/p
Location:Frederick County,Virginia Entered by:CK Star Rating:5 l
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
330-345 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 2
345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 2
400-4:15 0 1 0 0 1 0 2 3 0 5 0 0 0 0 0 1 0 0 0 1 7
4:15-430 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 3
430-445 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 1 0 2 1 4 7
445-500 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
500-5:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2
5:15-530 0 3 0 0 3 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 6
530-545 0 2 0 0 2 0 1 2 0 3 0 0 0 0 0 1 0 0 0 1 6
545-600 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 4
600-6:15 0 1 0 0 1 0 0 3 0 3 0 0 0 0 0 1 0 1 0 2 6
6:15-630 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 2
630-645 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 3 0 0 0 3 5
645-700 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
700-7:15 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 2
7:15-730 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
730-745 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4
745-800 0 0 0 0 0 0 3 2 0 5 0 0 0 0 0 0 0 0 0 0 5
800-8:15 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 3
8:15-830 0 1 0 0 1 0 2 1 0 3 0 0 0 0 0 1 0 0 0 1 5
830-845 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
845-900 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 3
900-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15-930 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
930-945 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4
945-1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1000-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15-1030 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1030-1045 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1045-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45-1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
24 Hr Totals 9 29 0 0 53 0 23 37 0 75 0 0 0 0 0 27 0 10 2 46 174
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU Z1le
Intersection of:VA 671 Date:4/6/2022 Tuesday '7��.,llc
and:Branson Spring Rd Weather:Cool,Light Rain LG//JJ0�1/fi
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: VA 671 on: VA 671 on: on: Branson Spring Rd N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
1 Hr Totals
1200-1 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1230-1 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1245-1 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00-200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15-2:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:30-230 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:45-245 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
200-300 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
230-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
245-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
300-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
3:15-4:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
330-430 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
345-445 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4
400-500 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
4:15-5:15 1 3 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5
430-530 1 4 0 0 5 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 7
445-545 2 2 0 0 4 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 7
500-600 2 2 0 0 4 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 7
5:15-6:15 1 2 0 0 3 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 5
530-630 1 1 0 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3
545-645 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 3
600-700 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 4
6:15-7:15 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 0 0 4 7
630-730 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 0 0 4 9
645-745 0 1 0 0 1 0 0 7 0 7 0 0 0 0 0 2 0 0 0 2 10
700-800 0 2 0 0 2 0 0 7 0 7 0 0 0 0 0 1 0 0 0 1 10
7:15-8:15 0 2 0 0 2 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 8
730-830 0 3 0 0 3 0 0 4 0 4 0 0 0 0 0 1 0 0 0 1 8
745-845 0 2 0 0 2 0 1 6 0 7 0 0 0 0 0 1 0 0 0 1 10
800-900 0 2 0 0 2 0 1 6 0 7 0 0 0 0 0 2 0 0 0 2 11
8:15-9:15 0 2 0 0 2 0 1 4 0 5 0 0 0 0 0 3 0 0 0 3 10
830-930 1 1 0 0 2 0 3 4 0 7 0 0 0 0 0 3 0 0 0 3 12
845-945 1 2 0 0 3 0 2 1 0 3 0 0 0 0 0 3 0 0 0 3 9
900-1000 1 1 0 0 2 0 3 1 0 4 0 0 0 0 0 2 0 0 0 2 8
9:15-10:15 3 1 0 0 4 0 3 1 0 4 0 0 0 0 0 2 0 0 0 2 10
930-1030 2 2 0 0 4 0 1 1 0 2 0 0 0 0 0 1 0 0 0 1 7
945-1045 2 1 0 0 3 0 1 0 0 1 0 0 0 0 0 1 0 1 0 2 6
1000-11:00 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 6
10:15-11:15 2 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 6
1030-11:30 2 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 7
1045-11:45 2 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 6
11:00-1200 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 5
11:15-12:15 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
11:30-1230 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 0 0 0 0 4
11:45-1245 0 0 0 0 0 0 3 4 0 7 0 0 0 0 0 1 0 0 0 1 8
1200-1 00 0 1 0 0 1 0 3 5 0 8 0 0 0 0 0 1 0 0 0 1 10
12:15-1:15 0 2 0 0 2 0 2 5 0 7 0 0 0 0 0 2 0 0 0 2 11
1230-1 30 0 2 0 0 2 0 1 4 0 5 0 0 0 0 0 2 0 0 0 2 9
1245-1 45 0 3 0 0 3 0 0 2 0 2 0 0 0 0 0 3 0 0 1 4 9
1:00-200 0 2 0 0 2 0 2 1 0 3 0 0 0 0 0 3 0 1 1 5 10
1:15-2:15 0 2 0 0 2 0 3 1 0 4 0 0 0 0 0 2 0 1 1 4 10
1:30-230 0 2 0 0 2 0 3 1 0 4 0 0 0 0 0 2 0 2 1 5 11
1:45-245 0 1 0 0 1 0 3 3 0 6 0 0 0 0 0 0 0 2 0 2 9
200-300 0 1 0 0 1 0 2 3 0 5 0 0 0 0 0 2 0 1 0 3 9
2:15-3:15 0 0 0 0 0 0 2 3 0 5 0 0 0 0 0 2 0 1 0 3 8
230-330 0 1 0 0 1 0 2 2 0 4 0 0 0 0 0 2 0 0 0 2 7
245-345 0 1 0 0 1 0 3 1 0 4 0 0 0 0 0 2 0 0 0 2 7
300-400 0 1 0 0 1 0 2 1 0 3 0 0 0 0 0 2 0 0 0 2 6
3:15-4:15 0 2 0 0 2 0 3 4 0 7 0 0 0 0 0 3 0 0 0 3 12
3:30-4:30 0 2 0 0 2 0 4 4 0 8 0 0 0 0 0 4 0 0 0 4 14
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU Ai
Intersection of:VA 671 Date:4/6/2022 Tuesday T/AIr li
and:Branson Spring Rd Weather:Cool,Light Rain mb
Location:Frederick County,Virginia Entered by:CK Star Rating:5 /J
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 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
345-445 1 3 0 0 4 0 4 3 0 7 0 0 0 0 0 5 0 2 1 8 19
400-500 2 3 0 0 5 0 5 3 0 8 0 0 0 0 0 3 0 2 1 6 19
4:15-5:15 2 3 0 0 5 0 3 0 0 3 0 0 0 0 0 3 0 2 1 6 14
430-530 2 5 0 0 7 0 4 1 0 5 0 0 0 0 0 2 0 2 1 5 17
445-545 1 6 0 0 7 0 4 3 0 7 0 0 0 0 0 2 0 0 0 2 16
500-600 0 8 0 0 8 0 4 3 0 7 0 0 0 0 0 3 0 0 0 3 18
5:15-6:15 0 8 0 0 8 0 4 6 0 10 0 0 0 0 0 3 0 1 0 4 22
530-630 0 5 0 0 5 0 2 6 0 8 0 0 0 0 0 3 0 2 0 5 18
545-645 0 4 0 0 4 0 1 5 0 6 0 0 0 0 0 5 0 2 0 7 17
600-700 1 3 0 0 4 0 0 5 0 5 0 0 0 0 0 4 0 2 0 6 15
6:15-7:15 1 2 0 0 3 0 1 3 0 4 0 0 0 0 0 3 0 1 0 4 11
630-730 1 3 0 0 4 0 1 2 0 3 0 0 0 0 0 3 0 1 0 4 11
645-745 2 3 0 0 5 0 1 1 0 2 0 0 0 0 0 0 0 3 0 3 10
700-800 1 2 0 0 3 0 4 3 0 7 0 0 0 0 0 0 0 3 0 3 13
7:15-8:15 1 3 0 0 4 0 4 2 0 6 0 0 0 0 0 0 0 4 0 4 14
730-830 1 3 0 0 4 0 6 3 0 9 0 0 0 0 0 1 0 3 0 4 17
745-845 0 2 0 0 2 0 6 4 0 10 0 0 0 0 0 1 0 1 0 2 14
800-900 0 4 0 0 4 0 3 2 0 5 0 0 0 0 0 2 0 1 0 3 12
8:15-9:15 0 3 0 0 3 0 2 2 0 4 0 0 0 0 0 2 0 0 0 2 9
830-930 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 4
845-945 1 2 0 0 3 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 7
900-1000 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4
9:15-10:15 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4
930-1030 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4
945-1045 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1000-11:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
10:15-11:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
1030-11:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
1045-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
11:00-1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PEAK HOUR
8:30-9:30 1 1 0 0 2 0 3 4 0 7 0 0 0 0 0 3 0 0 0 3 12
5:15-6:15 0 8 0 0 8 0 4 6 0 10 0 0 0 0 0 3 0 1 0 4 22
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU11i
Intersection of:VA 671 Date:4/6/2022 Tuesday '/��„�{;'�.
and:Grace Church Rd Weather:Cool,Light Rain &0.
and:
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
1200-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15-1230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1230-1245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1245-1 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30-1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45-200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
200-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
300-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
400-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
500-5:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2
5:15-530 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
530-545 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
600-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
6:15-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
700-7:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 4
7:15-730 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 3
730-745 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1
745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
800-8:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
8:15-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
830-845 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 5
845-900 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1
900-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15-930 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
930-945 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
945-1000 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
1000-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15-1030 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1030-1045 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1045-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45-1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1200-12:15 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
12:15-1230 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
1230-1245 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 3
1245-1 00 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2
1:30-1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45-200 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
200-2:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
2:15-230 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
230-245 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 3
245-300 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
300-3:15 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2
3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 77
Intersection of:VA 671 Date:4/6/2022 Tuesday
and:Grace Church Rd Weather:Cool,Light Rain G/01/p
Location:Frederick County,Virginia Entered by:CK Star Rating:5 l
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
330-345 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 2
345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
400-4:15 0 0 0 0 0 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 4
4:15-430 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2
430-445 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2
445-500 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
500-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15-530 0 0 0 0 0 0 0 1 0 1 0 2 2 0 4 0 0 0 0 0 5
530-545 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 1 0 0 0 1 4
545-600 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2
600-6:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 4
6:15-630 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
630-645 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
700-7:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
7:15-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
745-800 0 0 0 0 0 0 0 2 0 2 0 3 0 0 3 0 0 0 0 0 5
800-8:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
8:15-830 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
830-845 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
900-9:15 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1
9:15-930 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
930-945 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
945-1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1000-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15-1030 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1030-1045 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1045-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45-1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
24 Hr Totals 0 0 0 0 0 0 0 8 0 11 0 47 9 0 69 7 0 0 0 8 88
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU Z1le
Intersection of:VA 671 Date:4/6/2022 Tuesday '7��.,llc
and:Grace Church Rd Weather:Cool,Light Rain LG//JJ0�1/p
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
1 Hr Totals
1200-1 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1230-1 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1245-1 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00-200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
200-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
230-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
245-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
300-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
330-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
345-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
400-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2
430-530 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 3
445-545 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 4
500-600 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 4
5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 3
530-630 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2
545-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
6:15-7:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 4
630-730 0 0 0 0 0 0 0 0 0 0 0 5 1 0 6 1 0 0 0 1 7
645-745 0 0 0 0 0 0 0 0 0 0 0 5 2 0 7 1 0 0 0 1 8
700-800 0 0 0 0 0 0 0 0 0 0 0 5 2 0 7 1 0 0 0 1 8
7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 0 0 0 0 0 5
730-830 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2
745-845 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 6
800-900 0 0 0 0 0 0 0 0 0 0 0 6 1 0 7 0 0 0 0 0 7
8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 6
830-930 0 0 0 0 0 0 0 0 0 0 0 7 1 0 8 0 0 0 0 0 8
845-945 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 3
900-1000 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
930-1030 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
945-1045 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
1000-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15-11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1030-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1045-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00-1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15-12:15 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
11:30-1230 0 0 0 0 0 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 4
11:45-1245 0 0 0 0 0 0 0 2 0 2 0 5 0 0 5 0 0 0 0 0 7
1200-1 00 0 0 0 0 0 0 0 3 0 3 0 5 0 0 5 0 0 0 0 0 8
12:15-1:15 0 0 0 0 0 0 0 2 0 2 0 5 0 0 5 0 0 0 0 0 7
1230-1 30 0 0 0 0 0 0 0 2 0 2 0 3 1 0 4 0 0 0 0 0 6
1245-1 45 0 0 0 0 0 0 0 1 0 1 0 1 1 0 2 0 0 0 0 0 3
1:00-200 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 4
1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 5
1:30-230 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 4
1:45-245 0 0 0 0 0 0 0 0 0 0 0 6 1 0 7 0 0 0 0 0 7
200-300 0 0 0 0 0 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 6
2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 5 2 0 7 0 0 0 0 0 7
230-330 0 0 0 0 0 0 0 0 0 0 0 4 2 0 6 0 0 0 0 0 6
245-345 0 0 0 0 0 0 0 1 0 1 0 3 1 0 4 0 0 0 0 0 5
300-400 0 0 0 0 0 0 0 1 0 1 0 2 1 0 3 0 0 0 0 0 4
3:15-4:15 0 0 0 0 0 0 0 2 0 2 0 4 0 0 4 0 0 0 0 0 6
3:30-4:30 0 0 0 0 0 0 0 2 0 2 0 5 0 0 5 1 0 0 0 1 8
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU Ai
Intersection of:VA 671 Date:4/6/2022 Tuesday T/AIr li
and:Grace Church Rd Weather:Cool,Light Rain mb
Location:Frederick County,Virginia Entered by:CK Star Rating:5 /J
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N+S
TIME +
RIGHT THRU LEFT U-rN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-rN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
345-445 0 0 0 0 0 0 0 1 0 1 0 5 0 0 5 2 0 0 0 2 8
400-500 0 0 0 0 0 0 0 2 0 2 0 5 0 0 5 2 0 0 0 2 9
4:15-5:15 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 2 0 0 0 2 5
430-530 0 0 0 0 0 0 0 2 0 2 0 3 2 0 5 1 0 0 0 1 8
445-545 0 0 0 0 0 0 0 3 0 3 0 4 2 0 6 1 0 0 0 1 10
500-600 0 0 0 0 0 0 0 2 0 2 0 5 3 0 8 1 0 0 0 1 11
5:15-6:15 0 0 0 0 0 0 0 2 0 2 0 8 3 0 11 2 0 0 0 2 15
530-630 0 0 0 0 0 0 0 1 0 1 0 7 1 0 8 2 0 0 0 2 11
545-645 0 0 0 0 0 0 0 0 0 0 0 6 1 0 7 1 0 0 0 1 8
600-700 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 1 0 0 0 1 6
6:15-7:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 4
630-730 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 4
645-745 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 3
700-800 0 0 0 0 0 0 0 2 0 2 0 5 0 0 5 1 0 0 0 1 8
7:15-8:15 0 0 0 0 0 0 0 2 0 2 0 4 0 0 4 1 0 0 0 1 7
730-830 0 0 0 0 0 0 0 2 0 2 0 7 0 0 7 0 0 0 0 0 9
745-845 0 0 0 0 0 0 0 3 0 3 0 7 0 0 7 0 0 0 0 0 10
800-900 0 0 0 0 0 0 0 1 0 1 0 4 0 0 4 0 0 0 0 0 5
8:15-9:15 0 0 0 0 0 0 0 1 0 1 0 3 1 0 4 0 0 0 0 0 5
830-930 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 2
845-945 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 4
900-1000 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 4
9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
930-1030 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
945-1045 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1000-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15-11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1030-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1045-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00-1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PEAK HOUR
8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 7 1 0 8 0 0 0 0 0 8
5:15-6:15 0 0 0 0 0 0 0 2 0 2 0 8 3 0 11 2 0 0 0 2 15
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 7711
Intersection of:US 11 Date:November 18,2021 Thursday /11nftir
and:Route 669(Woodbine Rd) Weather:Warm,Cloudy (,/n11p
Location:Frederick County,Virginia Entered by:CK Star Rating:4
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: US 11 on: US 11 on: Route 669(Woodbine Rd) on: N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 0 29 1 0 30 1 21 0 0 22 3 0 2 0 5 0 0 0 0 0 57
6:15-630 0 43 1 0 44 5 21 0 0 26 0 0 9 0 9 0 0 0 0 0 79
630-645 0 56 2 0 58 4 30 0 0 34 0 0 7 0 7 0 0 0 0 0 99
645-700 0 68 3 0 71 11 23 0 0 34 3 0 11 0 14 0 0 0 0 0 119
700-7 15 0 47 1 0 48 4 26 0 0 30 4 0 9 0 13 0 0 0 0 0 91
7:15-730 0 70 2 0 72 15 37 0 0 52 2 0 7 0 9 0 0 0 0 0 133
730-745 0 80 1 0 81 0 31 0 0 31 2 0 11 0 13 0 0 0 0 0 125
745-800 0 73 5 0 78 2 31 0 0 33 0 0 9 0 9 0 0 0 0 0 120
800-8 15 0 52 2 0 54 2 24 0 0 26 4 0 11 0 15 0 0 0 0 0 95
8:15-830 0 50 5 0 55 5 35 0 0 40 3 0 7 0 10 0 0 0 0 0 105
830-845 0 61 2 0 63 1 29 0 0 30 3 0 7 0 10 0 0 0 0 0 103
845-900 0 37 2 0 39 6 37 0 0 43 2 0 7 0 9 0 0 0 0 0 91
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
600-700 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
630-730 0 241 8 0 249 34 116 0 0 150 9 0 34 0 43 0 0 0 0 0 442
645-745 0 265 7 0 272 30 117 0 0 147 11 0 38 0 49 0 0 0 0 0 468
700-800 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
730-830 0 255 13 0 268 9 121 0 0 130 9 0 38 0 47 0 0 0 0 0 445
745-845 0 236 14 0 250 10 119 0 0 129 10 0 34 0 44 0 0 0 0 0 423
800-900 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
300-3 15 0 36 4 0 40 11 74 0 0 85 6 0 5 0 11 0 0 0 0 0 136
3:15-330 0 31 3 0 34 9 66 0 0 75 2 0 4 0 6 0 0 0 0 0 115
330-345 0 37 2 0 39 8 86 0 0 94 5 0 10 0 15 0 0 0 0 0 148
345-400 0 47 4 0 51 4 102 0 0 106 4 0 8 0 12 0 0 0 0 0 169
400-4 15 0 51 4 0 55 8 110 0 0 118 4 0 4 0 8 0 0 0 0 0 181
4:15-430 0 55 4 0 59 6 98 0 0 104 2 0 5 0 7 0 0 0 0 0 170
430-445 0 60 3 0 63 7 106 0 0 113 1 0 4 0 5 0 0 0 0 0 181
445-500 0 62 4 0 66 5 106 0 0 111 1 0 2 0 3 0 0 0 0 0 180
500-5 15 0 46 1 0 47 7 106 0 0 113 1 0 4 0 5 0 0 0 0 0 165
5:15-530 0 46 3 0 49 3 101 0 0 104 3 0 4 0 7 0 0 0 0 0 160
530-545 0 54 7 0 61 11 116 0 0 127 4 0 6 0 10 0 0 0 0 0 198
545-600 0 60 5 0 65 14 87 0 0 101 5 0 0 0 5 0 0 0 0 0 171
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
300-400 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
330-430 0 190 14 0 204 26 396 0 0 422 15 0 27 0 42 0 0 0 0 0 668
345-445 0 213 15 0 228 25 416 0 0 441 11 0 21 0 32 0 0 0 0 0 701
400-500 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
430-530 0 214 11 0 225 22 419 0 0 441 6 0 14 0 20 0 0 0 0 0 686
445-545 0 208 15 0 223 26 429 0 0 455 9 0 16 0 25 0 0 0 0 0 703
500-600 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
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU TG„
Intersection of:US 11 Date:November 18,2021 Thursday 1'M*
and:Amazon Entrance-Route 669(Rest Church Rd) Weather:Warm,Cloudy 1/IJzo
Location:Frederick County,Virginia Entered by:CK Star Rating:4 v�f/u[/
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: US 11 on: US 11 on: Amazon Entrance on: Route 669(Rest Church Rd) N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-615 51 46 13 0 110 0 16 12 0 28 2 8 3 0 13 8 16 15 0 39 190
615-630 63 52 19 0 134 4 13 11 0 28 6 10 4 0 20 7 24 17 0 48 230
630-645 78 48 19 0 145 3 20 8 0 31 7 15 2 0 24 16 33 16 0 65 265
645-700 91 67 26 0 184 6 14 9 0 29 7 19 6 0 32 8 57 23 0 88 333
700-715 84 42 28 0 154 6 17 8 0 31 8 25 3 0 36 10 41 15 0 66 287
715-730 79 56 29 0 164 5 20 10 0 35 7 24 9 0 40 16 48 18 0 82 321
730-745 135 68 24 0 227 0 24 18 0 42 11 27 3 0 41 13 18 26 0 57 367
745-800 80 71 13 0 164 2 24 6 0 32 9 9 2 0 20 22 12 13 0 47 263
800-815 62 38 14 0 114 1 24 8 0 33 6 13 7 0 26 14 11 31 0 56 229
815-830 56 44 17 0 117 0 24 12 0 36 12 14 4 0 30 13 17 24 0 54 237
830-845 61 64 16 0 141 2 18 11 0 31 11 15 1 0 27 8 14 14 0 36 235
845-900 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
600-700 283 213 77 0 573 13 63 40 0 116 22 52 15 0 89 39 130 71 0 240 1018
615-715 316 209 92 0 617 19 64 36 0 119 28 69 15 0 112 41 155 71 0 267 1115
630-730 332 213 102 0 647 20 71 35 0 126 29 83 20 0 132 50 179 72 0 301 1206
645-745 389 233 107 0 729 17 75 45 0 137 33 95 21 0 149 47 164 82 0 293 1308
700-800 378 237 94 0 709 13 85 42 0 140 35 85 17 0 137 61 119 72 0 252 1238
715-815 356 233 80 0 669 8 92 42 0 142 33 73 21 0 127 65 89 88 0 242 1180
730-830 333 221 68 0 622 3 96 44 0 143 38 63 16 0 117 62 58 94 0 214 1096
745-845 259 217 60 0 536 5 90 37 0 132 38 51 14 0 103 57 54 82 0 193 964
800-900 221 177 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
300-315 38 28 7 0 73 0 56 12 0 68 15 25 3 0 43 15 7 50 0 72 256
315-330 47 31 5 0 83 0 62 17 0 79 15 10 2 0 27 16 12 56 0 84 273
330-345 57 35 10 0 102 1 68 24 0 93 15 12 2 0 29 15 11 77 0 103 327
345-400 56 44 12 0 112 4 78 20 0 102 26 18 6 0 50 11 20 87 0 118 382
400-415 47 38 11 0 96 1 96 24 0 121 23 19 6 0 48 20 16 53 0 89 354
415-430 44 48 9 0 101 1 82 15 0 98 16 15 5 0 36 14 12 86 0 112 347
430-445 57 41 11 0 109 1 81 18 0 100 12 29 3 0 44 17 9 87 0 113 366
445-500 57 60 11 0 128 1 98 19 0 118 12 14 1 0 27 14 18 59 0 91 364
500-515 56 34 10 0 100 5 81 14 0 100 21 19 7 0 47 15 19 78 0 112 359
515-530 56 39 5 0 100 2 89 18 0 109 24 13 5 0 42 16 24 100 0 140 391
530-545 54 62 14 0 130 2 90 12 0 104 25 50 11 0 86 12 24 74 0 110 430
545-600 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
300-400 198 138 34 0 370 5 264 73 0 342 71 65 13 0 149 57 50 270 0 377 1238
315-415 207 148 38 0 393 6 304 85 0 395 79 59 16 0 154 62 59 273 0 394 1336
330-430 204 165 42 0 411 7 324 83 0 414 80 64 19 0 163 60 59 303 0 422 1410
345-445 204 171 43 0 418 7 337 77 0 421 77 81 20 0 178 62 57 313 0 432 1449
400-500 205 187 42 0 434 4 357 76 0 437 63 77 15 0 155 65 55 285 0 405 1431
415-515 214 183 41 0 438 8 342 66 0 416 61 77 16 0 154 60 58 310 0 428 1436
430-530 226 174 37 0 437 9 349 69 0 427 69 75 16 0 160 62 70 324 0 456 1480
445-545 223 195 40 0 458 10 358 63 0 431 82 96 24 0 202 57 85 311 0 453 1544
500-600 211 186 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
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 771i
Intersection of:1-81 SB Off-On Ramp-1-81 SB On Ramp Date:November 18,2021 Thursday A/"fic
V
and:Route 669(Rest Church Rd) Weather:Warm,Cloudy /610
Location:Frederick County,Virginia Entered by:CK Star Rating:4 l
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: 1-81 SB Off-On Ramp on: 1-81 SB On Ramp on: Route 669(Rest Church Rd) on: Route 669(Rest Church Rd) N+S
TIME +
RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-ltd TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 17 1 4 0 22 0 0 0 0 0 0 14 48 0 62 27 16 0 0 43 127
6:15-630 16 0 11 0 27 0 0 0 0 0 0 20 66 0 86 24 21 0 0 45 158
630-645 15 0 25 0 40 0 0 0 0 0 0 11 74 0 85 29 26 0 0 55 180
645-700 25 0 28 0 53 0 0 0 0 0 0 26 86 0 112 22 20 0 0 42 207
700-7 15 24 0 25 0 49 0 0 0 0 0 0 22 81 0 103 29 29 0 0 58 210
7:15-730 25 0 23 0 48 0 0 0 0 0 0 33 78 1 112 41 22 0 0 63 223
730-745 22 0 12 0 34 0 0 0 0 0 0 33 119 0 152 38 28 0 0 66 252
745-800 22 0 13 0 35 0 0 0 0 0 0 26 83 1 110 34 35 0 0 69 214
800-8 15 15 0 18 0 33 0 0 0 0 0 0 31 64 0 95 35 22 0 0 57 185
8:15-830 18 1 9 0 28 0 0 0 0 0 0 25 58 1 84 28 36 0 0 64 176
830-845 17 0 14 0 31 0 0 0 0 0 0 29 56 0 85 33 27 0 0 60 176
845-900 26 1 9 0 36 0 0 0 0 0 0 34 42 0 76 23 26 0 0 49 161
3 Hr Totals 242 3 191 0 436 0 0 0 0 0 0 304 855 3 1162 363 308 0 0 671 2269
1 Hr Totals
600-700 73 1 68 0 142 0 0 0 0 0 0 71 274 0 345 102 83 0 0 185 672
6:15-7:15 80 0 89 0 169 0 0 0 0 0 0 79 307 0 386 104 96 0 0 200 755
630-730 89 0 101 0 190 0 0 0 0 0 0 92 319 1 412 121 97 0 0 218 820
645-745 96 0 88 0 184 0 0 0 0 0 0 114 364 1 479 130 99 0 0 229 892
700-800 93 0 73 0 166 0 0 0 0 0 0 114 361 2 477 142 114 0 0 256 899
7:15-8:15 84 0 66 0 150 0 0 0 0 0 0 123 344 2 469 148 107 0 0 255 874
730-830 77 1 52 0 130 0 0 0 0 0 0 115 324 2 441 135 121 0 0 256 827
745-845 72 1 54 0 127 0 0 0 0 0 0 111 261 2 374 130 120 0 0 250 751
800-900 76 2 50 0 128 0 0 0 0 0 0 119 220 1 340 119 111 0 0 230 698
PEAK HOUR
7:00-8:00 93 0 73 0 166 0 0 0 0 0 0 114 361 2 477 142 114 0 0 256 899
PM
300-3 15 22 0 17 0 39 0 0 0 0 0 0 38 41 0 79 28 34 0 0 62 180
3:15-330 34 0 15 0 49 0 0 0 0 0 0 37 43 1 81 23 36 0 0 59 189
330-345 24 0 19 0 43 0 0 0 0 0 0 44 48 1 93 28 39 0 0 67 203
345-400 29 1 19 0 49 0 0 0 0 0 0 50 42 0 92 25 35 0 0 60 201
400-4 15 26 0 14 0 40 0 0 0 0 0 0 47 45 0 92 40 51 0 0 91 223
4:15-430 15 0 15 0 30 0 0 0 0 0 0 39 48 0 87 20 36 0 0 56 173
430-445 28 1 19 0 48 0 0 0 0 0 0 36 53 0 89 23 45 0 0 68 205
445-500 22 2 18 0 42 0 0 0 0 0 0 45 51 0 96 23 49 0 1 73 211
500-5 15 28 0 15 0 43 0 0 0 0 0 0 46 48 0 94 25 38 0 0 63 200
5:15-530 29 0 16 0 45 0 0 0 0 0 0 40 61 0 101 13 52 0 0 65 211
530-545 26 0 19 0 45 0 0 0 0 0 0 41 64 0 105 28 54 0 0 82 232
545-600 29 1 23 0 53 0 0 0 0 0 0 27 56 0 83 29 34 0 0 63 199
3 Hr Totals 312 5 209 0 526 0 0 0 0 0 0 490 600 2 1092 305 503 0 1 809 2427
1 Hr Totals
300-400 109 1 70 0 180 0 0 0 0 0 0 169 174 2 345 104 144 0 0 248 773
3:15-4:15 113 1 67 0 181 0 0 0 0 0 0 178 178 2 358 116 161 0 0 277 816
330-430 94 1 67 0 162 0 0 0 0 0 0 180 183 1 364 113 161 0 0 274 800
345-445 98 2 67 0 167 0 0 0 0 0 0 172 188 0 360 108 167 0 0 275 802
400-500 91 3 66 0 160 0 0 0 0 0 0 167 197 0 364 106 181 0 1 288 812
4:15-5:15 93 3 67 0 163 0 0 0 0 0 0 166 200 0 366 91 168 0 1 260 789
430-530 107 3 68 0 178 0 0 0 0 0 0 167 213 0 380 84 184 0 1 269 827
445-545 105 2 68 0 175 0 0 0 0 0 0 172 224 0 396 89 193 0 1 283 854
500-600 112 1 73 0 186 0 0 0 0 0 0 154 229 0 383 95 178 0 0 273 842
PEAK HOUR
4:45-5:45 105 2 68 0 175 0 0 0 0 0 0 172 224 0 396 89 193 0 1 283 854
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU �77'
Intersection of:1-81 NB On Ramp -1-81 NB Off Ramp Date:November 18,2021 Thursday
and:Route 669(Rest Church Rd) Weather:Warm,Cloudy l/,/n/Ip
Location:Frederick County,Virginia Entered by:CK Star Rating:3
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: 1-81 NB On Ramp on: 1-81 NB Off Ramp on: Route 669(Rest Church Rd) on: Route 669(Rest Church Rd) N+S
TIME +
RIGHT THRU LEFT U-ltd TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6 15 0 0 0 0 0 27 0 14 0 41 15 63 0 0 78 0 11 4 0 15 134
6:15-630 0 0 0 0 0 31 4 8 0 43 10 78 0 0 88 0 20 4 0 24 155
630-645 0 0 0 0 0 40 0 6 0 46 15 78 0 0 93 0 31 15 0 46 185
645-700 0 0 0 0 0 45 1 14 2 62 19 98 0 0 117 0 37 19 0 56 235
700-7 15 0 0 0 0 0 37 0 14 0 51 30 91 0 0 121 0 37 14 0 51 223
7:15-730 0 0 0 0 0 49 1 18 2 70 21 94 0 0 115 0 29 16 0 45 230
730-745 0 0 0 0 0 28 0 12 1 41 30 157 0 0 187 0 32 12 0 44 272
745-800 0 0 0 0 0 21 0 9 0 30 8 91 0 0 99 0 29 19 0 48 177
800-8 15 0 0 0 0 0 26 1 23 0 50 10 75 0 0 85 0 30 8 0 38 173
8:15-830 0 0 0 0 0 27 1 13 2 43 10 70 0 0 80 0 30 17 0 47 170
830-845 0 0 0 0 0 10 0 19 0 29 22 69 0 0 91 0 25 16 0 41 161
845-900 0 0 0 0 0 22 0 30 1 53 12 52 0 0 64 0 20 17 0 37 154
3 Hr Totals 0 0 0 0 0 363 8 180 8 559 202 1016 0 0 1218 0 331 161 0 492 2269
1 Hr Totals
600-700 0 0 0 0 0 143 5 42 2 192 59 317 0 0 376 0 99 42 0 141 709
6:15-7:15 0 0 0 0 0 153 5 42 2 202 74 345 0 0 419 0 125 52 0 177 798
630-730 0 0 0 0 0 171 2 52 4 229 85 361 0 0 446 0 134 64 0 198 873
645-745 0 0 0 0 0 159 2 58 5 224 100 440 0 0 540 0 135 61 0 196 960
700-800 0 0 0 0 0 135 1 53 3 192 89 433 0 0 522 0 127 61 0 188 902
7:15-8:15 0 0 0 0 0 124 2 62 3 191 69 417 0 0 486 0 120 55 0 175 852
730-830 0 0 0 0 0 102 2 57 3 164 58 393 0 0 451 0 121 56 0 177 792
745-845 0 0 0 0 0 84 2 64 2 152 50 305 0 0 355 0 114 60 0 174 681
800-900 0 0 0 0 0 85 2 85 3 175 54 266 0 0 320 0 105 58 0 163 658
PEAK HOUR
6:45-7:45 0 0 0 0 0 159 2 58 5 224 100 440 0 0 540 0 135 61 0 196 960
PM
300-3 15 0 0 0 0 0 45 0 26 0 71 21 55 0 0 76 0 27 24 0 51 198
3:15-330 0 0 0 0 0 51 1 23 1 76 17 59 0 0 76 0 33 19 0 52 204
330-345 0 0 0 0 0 64 0 25 0 89 19 65 0 0 84 0 39 23 0 62 235
345-400 0 0 0 0 0 85 1 28 0 114 29 66 0 0 95 0 27 25 0 52 261
400-4 15 0 0 0 0 0 50 0 32 0 82 27 67 0 0 94 0 39 19 0 58 234
4:15-430 0 0 0 0 0 73 0 24 0 97 18 61 0 0 79 0 38 19 0 57 233
430-445 0 0 0 0 0 76 0 27 0 103 25 73 0 0 98 0 41 23 1 65 266
445-500 0 0 0 0 0 52 1 26 6 85 16 76 0 1 93 0 45 7 0 52 230
500-5 15 0 0 0 0 0 74 1 28 0 103 23 68 0 0 91 0 32 19 0 51 245
5:15-530 0 0 0 0 0 90 1 26 0 117 17 72 0 0 89 0 49 20 0 69 275
530-545 0 0 0 0 0 74 0 27 0 101 31 92 0 0 123 0 42 32 0 74 298
545-600 0 0 0 0 0 83 0 18 0 101 21 60 0 0 81 0 40 16 0 56 238
3 Hr Totals 0 0 0 0 0 817 5 310 7 1139 264 814 0 1 1079 0 452 246 1 699 2917
1 Hr Totals
300-400 0 0 0 0 0 245 2 102 1 350 86 245 0 0 331 0 126 91 0 217 898
3:15-4:15 0 0 0 0 0 250 2 108 1 361 92 257 0 0 349 0 138 86 0 224 934
330-430 0 0 0 0 0 272 1 109 0 382 93 259 0 0 352 0 143 86 0 229 963
345-445 0 0 0 0 0 284 1 111 0 396 99 267 0 0 366 0 145 86 1 232 994
400-500 0 0 0 0 0 251 1 109 6 367 86 277 0 1 364 0 163 68 1 232 963
4:15-5:15 0 0 0 0 0 275 2 105 6 388 82 278 0 1 361 0 156 68 1 225 974
430-530 0 0 0 0 0 292 3 107 6 408 81 289 0 1 371 0 167 69 1 237 1016
445-545 0 0 0 0 0 290 3 107 6 406 87 308 0 1 396 0 168 78 0 246 1048
500-600 0 0 0 0 0 321 2 99 0 422 92 292 0 0 384 0 163 87 0 250 1056
PEAK HOUR
5:00-6:00 0 0 0 0 0 321 2 99 0 422 92 292 0 0 384 0 163 87 0 250 1056
TOTALS TURNING MOVEMENT COUNT-SUMMARY
Counted by:VCU 7711
Intersection of:Amazon Entrance Date:November 18,2021 Thursday /11nftir
and:Route 669(Woodbine Rd) Weather:Warm,Cloudy G/V11p
Location:Frederick County,Virginia Entered by:CK Star Rating:5
TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL
on: Amazon Entrance on: on: Route 669(Woodbine Rd) on: Route 669(Woodbine Rd) N+S
TIME +
RIGHT THRU LEFT U-ltd TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-lN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W
AM
600-6:15 3 0 3 0 6 0 0 0 0 0 2 4 0 0 6 0 2 1 0 3 15
6:15-630 4 0 2 0 6 0 0 0 0 0 0 7 0 0 7 0 4 3 0 7 20
630-645 1 0 1 0 2 0 0 0 0 0 2 10 0 0 12 0 1 2 0 3 17
645-700 4 0 2 0 6 0 0 0 0 0 4 10 0 0 14 0 8 6 0 14 34
700-7:15 2 0 0 0 2 0 0 0 0 0 8 10 0 0 18 0 3 2 0 5 25
7:15-730 3 0 0 0 3 0 0 0 0 0 4 7 0 0 11 0 2 15 0 17 31
730-745 4 0 2 0 6 0 0 0 0 0 7 10 0 0 17 0 0 0 0 0 23
745-800 6 0 4 0 10 0 0 0 0 0 3 5 0 0 8 0 3 3 0 6 24
800-8:15 5 0 2 0 7 0 0 0 0 0 1 10 0 0 11 0 3 1 0 4 22
8:15-830 6 0 2 0 8 0 0 0 0 0 2 4 0 1 7 0 6 1 0 7 22
830-845 4 0 1 0 5 0 0 0 0 0 1 3 0 0 4 0 3 2 0 5 14
845-900 6 0 0 0 6 0 0 0 0 0 1 4 0 0 5 0 6 1 0 7 18
3 Hr Totals 48 0 19 0 67 0 0 0 0 0 35 84 0 1 120 0 41 37 0 78 265
1 Hr Totals
600-700 12 0 8 0 20 0 0 0 0 0 8 31 0 0 39 0 15 12 0 27 86
6:15-7:15 11 0 5 0 16 0 0 0 0 0 14 37 0 0 51 0 16 13 0 29 96
630-730 10 0 3 0 13 0 0 0 0 0 18 37 0 0 55 0 14 25 0 39 107
645-745 13 0 4 0 17 0 0 0 0 0 23 37 0 0 60 0 13 23 0 36 113
700-800 15 0 6 0 21 0 0 0 0 0 22 32 0 0 54 0 8 20 0 28 103
7:15-8:15 18 0 8 0 26 0 0 0 0 0 15 32 0 0 47 0 8 19 0 27 100
730-830 21 0 10 0 31 0 0 0 0 0 13 29 0 1 43 0 12 5 0 17 91
745-845 21 0 9 0 30 0 0 0 0 0 7 22 0 1 30 0 15 7 0 22 82
800-900 21 0 5 0 26 0 0 0 0 0 5 21 0 1 27 0 18 5 0 23 76
PEAK HOUR
6:45-7:45 13 0 4 0 17 0 0 0 0 0 23 37 0 0 60 0 13 23 0 36 113
PM
300-3:15 3 0 1 0 4 0 0 0 0 0 1 5 0 0 6 0 10 4 0 14 24
3:15-330 1 0 4 0 5 0 0 0 0 0 2 5 0 0 7 0 9 3 0 12 24
330-345 3 0 3 0 6 0 0 0 0 0 2 15 0 0 17 0 6 2 0 8 31
345-400 6 0 2 0 8 0 0 0 0 0 4 7 0 0 11 0 5 3 0 8 27
400-4 15 2 0 2 0 4 0 0 0 0 0 2 8 0 0 10 0 9 0 0 9 23
4:15-430 3 0 1 0 4 0 0 0 0 0 1 6 0 0 7 0 8 2 0 10 21
430-445 3 0 4 0 7 0 0 0 0 0 3 1 0 0 4 0 9 1 0 10 21
445-500 1 0 2 0 3 0 0 0 0 0 3 4 0 0 7 0 6 4 0 10 20
500-5:15 7 0 5 0 12 0 0 0 0 0 4 3 0 0 7 0 6 1 0 7 26
5:15-530 4 0 4 0 8 0 0 0 0 0 6 3 0 0 9 0 6 0 0 6 23
530-545 7 0 1 0 8 0 0 0 0 0 4 5 0 0 9 0 11 5 0 16 33
545-600 2 0 5 0 7 0 0 0 0 0 3 2 0 0 5 0 6 12 0 18 30
3 Hr Totals 42 0 34 0 76 0 0 0 0 0 35 64 0 0 99 0 91 37 0 128 303
1 Hr Totals
300-400 13 0 10 0 23 0 0 0 0 0 9 32 0 0 41 0 30 12 0 42 106
3:15-4:15 12 0 11 0 23 0 0 0 0 0 10 35 0 0 45 0 29 8 0 37 105
330-430 14 0 8 0 22 0 0 0 0 0 9 36 0 0 45 0 28 7 0 35 102
345-445 14 0 9 0 23 0 0 0 0 0 10 22 0 0 32 0 31 6 0 37 92
400-500 9 0 9 0 18 0 0 0 0 0 9 19 0 0 28 0 32 7 0 39 85
4:15-5:15 14 0 12 0 26 0 0 0 0 0 11 14 0 0 25 0 29 8 0 37 88
430-530 15 0 15 0 30 0 0 0 0 0 16 11 0 0 27 0 27 6 0 33 90
445-545 19 0 12 0 31 0 0 0 0 0 17 15 0 0 32 0 29 10 0 39 102
500-600 20 0 15 0 35 0 0 0 0 0 17 13 0 0 30 0 29 18 0 47 112
PEAK HOUR
5:00-6:00 20 0 15 0 35 0 0 0 0 0 17 13 0 0 30 0 29 18 0 47 112
Appendix C
Travel Time Run Data
TRAVELTIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
From: Int.John Deere Ct& From: Int.John Deere Ct&
Grace Ch RD(Rte 668) Grace Ch RD(Rte 668)
To: Int. Route 11& Brucetown Rd To: Int. 1-81 SB& Hopewell Rd
(Rte 672) (Rte 672)
Travel Time Travel Time
Run# Run#
(mm:ss) (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 0657
Average 03:39 jAverage 06:57
4
a
Figure C-1
September 2022
TRAVELTIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
From: Int Route 11& Hopewell Rd From: Int I-81 SB& Hopewell Rd
(Rte 672) (Rte 672)
To: Int.John Deere Ct&Grace Ch RD To: Int.John Deere Ct&Grace Ch RD
(Rte 668)via Brucetown Rd (Rte 668)via Brucetown Rd
Travel Time Travel Time
Run# Run#
(mm:ss) (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
rq
G
.r l
A
Figure C-2
September 2022
TRAVELTIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
From: Int Route 11& Hopewell Rd From: Int I-81 SB& Hopewell Rd
(Rte 672) (Rte 672)
To: Int.John Deere Ct&Grace Ch RD To: Int.John Deere Ct&Grace Ch RD
(Rte 668)via Branson Sp&Grace (Rte 668)via Branson Sp&Grace
Ch RDs Ch RDs
Travel Time Travel Time
Run# Run#
(mm:ss) (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
I
iP
f ,
Figure C-3
September 2022
TRAVELTIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
From: Int.John Deere Ct&Grace Ch RD From: Int.John Deere Ct&Grace Ch RD
(Rte 668)via Branson Sp&Grace (Rte 668)via Branson Sp&Grace
Ch RDs Ch RDs
To: Int Route 11 & Brucetown Rd To: Int 1-81 SB& Hopewell Rd
(Rte 672) (Rte 672)
Travel Time Travel Time
Run# Run#
(mm:ss) (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
t l,
!h
Figure C-4
September 2022
TRAVELTIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
From: Int Route 11& Rest Ch Rd From: Int I-81 NB& Rest Ch Rd
(Rte 669) (Rte 669)
To: Int.John Deere Ct&Grace Ch RD To: Int.John Deere Ct&Grace Ch RD
(Rte 668)via Woodbine and (Rte 668)via Woodbine and
Woodside RDs Woodside RDs
Travel Time Travel Time
Run# Run#
(mm:ss) (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
'.� 7 �-
x
A
Y'
;(fti
i
r 1
A.
Figure C-5
September 2022
TRAVELTIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
From: Int.John Deere Ct&Grace Ch RD From: Int.John Deere Ct&Grace Ch RD
(Rte 668)via Woodbine and (Rte 668)via Woodbine and
Woodside RDs Woodside RDs
To: Int Route 11& Rest Ch Rd To: Int 1-81 NB& Rest Ch Rd
(Rte 669) (Rte 669)
Travel Time Travel Time
Run# Run#
(mm:ss) (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
i
k•
/* ! �.
1
Figure C-6
September 2022
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
From:Int.John Deere Ct&Grace Ch RD (Rte From:Int.John Deere Ct&Grace Ch RD (Rte
668) 668)
To: Int Route 11&Rest Ch Rd To: Int 1-81 NB&Rest Ch Rd
(Rte 669) (Rte 669)
Average Average
Segment Dist Travel Travel Segment Dist Travel Travel
Time Time
Speed Speed
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
f I
J
V
F
r
671
�-r
66
Figure C-7
September 2022
TRAVEL TIME COMPUTATION
Transportation Diversion Study
Frederick County,VA
9/14/2022
To: Int Route 11&Rest Ch Rd To: Int I-81 NB&Rest Ch Rd
(Rte 669) (Rte 669)
From:Int.John Deere Ct&Grace Ch RD From:Int.John Deere Ct&Grace Ch RD (Rte
(Rte 668) 668)
Average Average
Travel Travel
Segment Dist Travel Time Segment Dist Travel Time
Speed Speed
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
lewl
S;
.i
1,
r�
Jr
M
f► i1' Figure C-8
" ' September 2022
Appendix D
Generalized Development Plan
a,
a,
E
E
g
An
U �
O ro
0
O
t E
E
O
T U
'6 N
Z .' o
W
C � �
CG �_
G
U >
O a v
V s c
H �
W N N
{n a t
Z
a
a
L v
W L
� Y Y
N
O w
a O
a �
O
a) N
v O
hn N z
� tM
> ti c
> v
CO v ° a) E
:
) s
W o a o E
} z a V
Z Z
Q
a a -0 � y p
c m a)
Cl) W a )I, -0 O M N 0 E Q Lfj
OV a) 7k O C a) O
V u p ro E E z " Y c c v a ''o
G1 WCO
~ v �i LL E v = c v O y v ro
M > p E
z N a Ou C '6 Y a) a) O O
C W o z V a v O v p o o
V
y a 7. o Z s v ti �_ m v v u o s ' Q .c
uc; N c
W ^� ^ C Q Q .0 O C N
O
s W U E .L 3 a �
c a
(� } H OV > . O bD
5s N 0 o ° v c a s
fn d' V W } 'x ,ro z o .� .� E r`o — E y
J Q Z a - v v o 3
V W 0' V E .a) E o io `o N u " c
a W a) to O CO U in N a0+ U = j 'y06 ro Q
LU
C7 aL O t y O V O w C a
Z J Q C > C U to hCq 0/ C .0 N v v
Q)
Z oQC Wv 3 v ° 3 c c
OC x - .v a o y v = c ro v c a) .Nn
O W W a 46 > 6 0 .0, O N hn p a 6 N bn a
W W aLL LLT+ C v ) J C p-'C yi U N N aL+ O
> a
U s — a y hn w Ebn
C y p
c c E 3 c c c c y s o v 3 o
v 0 'C c .0 v v v
E 'z 0 0 U E E E nn v u o v p E E V hn a hn
E .u'"i w E E E c N p .E �, p j E Er>o v
O O O O 3 N O O a
V E V V V o `o y V V
a = =a)
La)
hnE o
O O O O p O O p
Vz z z z Ls )
z z ro 3
_0
M M M M M M M M M
V N N N N N N N N N
W O O O O O O O O O
LU N N N N 00
Wl\O 01 M M O n N N W
0
O O
a)
T > U O
� O
V _
Z z p a o o
W C N N C C O Q T
L VI a)
Q o E E U > c
c y0
Q N y0 C .�
Q a a) - a Z O Q
C D " LL 2 CS D d Q >'
LL v
W a) C U C C d C C C p
N a) J C J J J J J V
y 0 V c �� , V V > V V V
U > U 'O U U U Y U U U N
o
W W 5 W M W CO
v
y
c v 0 o y
ab
_a, ET ° C
v L = a = a T
3 O v o a c
v L c
a y ~ 2 J a
E v m y -° E
N N -p V
T — ~ o C
J 3 Q U
_6 Z U) M '6 N O
z 0 = E '° "° ¢ D aEi
3 � a - L
C p E s o u a) U1 V vi
G bDO U T t O
O u N v 3 c 0 o
O m o w v 0 u 3 g y
W NE N Y N in N Z E
{A p U1 c-I -6 ip 0 p
L
O U v 3 o c ° o -p
a z —n M 0 0 c c v
Vf U 3 v O
o
OC bD c_ M c v 0 c v
y0 Z 0 =
00 UO O .Q
N N E Q
0 _ U 3 N N
t C t aL+ O Y t
V
L C C
c o
� O
v 3 ° o v m 3 a
p ° ° N -0 0 v
a
W
} H e O
Q O T E o c a o o v o v
d v v v y y O
Cl) CO o 3 ° o c v a 'E y ° y a o v 2 v y
U (� �' > > v y > E tin v a .hn a v o .c
Lu � M ° v _ ., = c y nn o �Eo o v 3 0 c v v
GJ W z N U1 M O N O N '_ � T Y O C_ O 3 O Jul T C
E bq h0 Q C Q N .
Q W N ~ 30 _ a'C N w v M C r° � s m ro _6 -
N G Z a y ro c y ro °�a 40 hn N c N N
E W W N O ? O O O N ,C p ? c-I U1 -0 m
a 0 � N J - w J v 0 v Y $ v > o o v v E v °
UW V w y E v s '5 ' = y r"o ro E o. y `O .O m .v., ro c
} y O v -0 o 3 p N a m O .0
V ro r`o c p p v s p a in E 3
fn d' Z w } E v '�, '. °' v y v 3 z ' ° ,� o v °' O
J Q Z V v `o v .v f0 f0 y v .v p d
q U W y E o = a O ° -6 = o ° a ^ y
W ) Q w y u 3 3 > E g v p — v u m y a
z C7 _ m o o ° o ti �_ o v y o
_ J Q S o y > v y N p E O .. y o
O d
a E L
N Y C U O
Q O a U) T -p _ �) U) -p M I E 0 L N aL+
Z OC a o E
W OC v E a " v .. c O ,n D m = om o _
O LL LU C p N E N m rUo O ° -6 v '6 O rp y0 � _ _ O -p
NW LU N 'L'' E a ° O N O — C N N v °"
LL N C N OU N O N N - a Q C N N 'p ° N t_60 N L 'U N C
L �L C L yi 3 L hq U) ON L U) vii = N O —0- O N
�, 'C -6 T N a yO Q y y y Q C CU)
b0 3 J ro C O J V' O O O i+
O N N f0 N O O U -O a a M c c Y N ate+
y U ? z 3 o X v o U .° ° ° b
o L ao 3EO oE o
sm °U a o -
a 0 U m a
D
V
W
Q
0
}
V
Z
C7
Qui
uiQ
ui
LL
W
- 3 c
O O C
0
s . _ c
Y
J o
O O O �
a) a) Y
f0 C" f0 f0
O
EC
C a o Y 'O
..
E t O 6 U
z 0N L N N
LU -O 3 y0 0-U
C a)
O
Q o s y 3 0
W a) 3 a O N
N N M
V) E
Z U -0 d U a) C
a
O C a s C a)
O a N k O
1 , a) aL+ E O O
Ln a) y v Y
Y.I 'o
a)
a Q a) O Q O a) a)
0
O
O
'6 '6 •0'' '� 'O O C v
N C a) C 0
in O
CO (7 a
W
} CO t J t a) J y0 =
Q O Y a O O
d a) C hn a) N a) C Y a)
d Cl) CO y f0 c bn °� '° v " O ro °n
W �, a 3 a s a, v c v c v u Q s T
D a o p E .J a a 3 N v a v U c
U y C7 p v c o ° v o .Q Y y E y s
V p' CO E o y ;? v O y v u 0 O 'o T D 3 '
G1 W z Cl)04 L o y a, y v v _ '3 o ro r`o c y v
C Q W o F- a, c o 7. Q ,� E c y J �° -a-o c v a) o y v
d � O Y.I -6 -O a) a in O. d a) MV N Y 6 a) Y a`a)) O a) N bn N p E
r� c� v E u v v c N v s 6 v E J N E v s o c
t W U "a G - aL+ C as+ ro c 3 Y Y ro ON Y v aL+ 0 a) Y Q a) .0
U } H v v ? ° E v E a) .Nall y c hn .T.,.a) v � L c °�°
fn �' U .� } `° c 3 o J y v N CJ a v s v ,v 'v y v y o o o
a a V U N
qJ Q
oW a o ° nEOn
Q u oc a
va
o` ' yW o v oa
z a) am
Nac bn o o -o ON — yO
_2y ) 0 cu O .2 O uO bn a) O v . v
Z ccm = — ^ ? ° a) v
W a) / N O LL EQv0 N` UOa �
LL a) a) a) 0 0Q0W LU oc � X hn O
0 cN°
E U Y N O 6.'_^ N '6 O C 0 � s N C (prJ d y0 C
c - 3
a) v m bn o al a) p a= y o a c 0 0 0 a) s a,
6 J hn U 0 _ O
0 N O N a) N ao, t a) O. Y y0 '6 '0 M O
v V v O J Q�o J 3 c o u v Y
E VoO a) C a) 6 N w a) Ya) a) O s U w > C
p a) a) t X O y O u a) X v O 0 c N a) O a) Y O E N
O .�+ a) ro a V z ao, a)
0
V
W
Q
0
}
V
Z
C7
QLU
LUQ
LU
LL
W
3
O a
Y C C
O > ° 0
C U
NO a
T U
h0 7
O C
r X Y C N N
° N bn a M
Z a in O a/ v
W ° hq Y
c f0 v
5G 0 v a L O O
` U E -
U
>
O - > a
V v .• � y M1i o in
E c a a w
O P: ° ° v �o
W O d
{A 0
Z a ° v ° v
a) a)
N
M O o vTi s
{A °- C
W a) 0
Y
a) a) _ a
E -0 r0 E O a
t
W
20 0 O` Y Y a
O > O
y v N o J
a O bjO > — 0
CO a) a) c v c 3 °
W v v v a) u a, a, -_
} z d a 3
Q O Y C L YC > C N C
a U -0 C
d Cl) CO E c s o N '° O a' O N c ° a'
OU U �' ° U E 0 s '>_ ° bD
o N o a, v E ° E p _
_
COy y n � y > N .� v Q a 0 a N N E v > N
N W ~ M v J r0 3 a a, °' v v a y - O '- > r0 v
Q W N a ° ya oy° ° va) y , Oo
o aN
c v 3
C a) a) 'U �/ a) M C O
L � O n '°. a '-" °' 'N °' c o "- E c N Us. hn E cm �- N .4 c v E
UC } N O j a) VI O a/ > f0 U a N m > V -° Y .� C M1. U N
fn �' U .w ! `°y v ��, ° f0 ° ° ->"ao y v a.0 = v
J Q Z d, V a c v c v f0 o ti a"i o rc0 ° E a ro v r0 r0 O1bn
v
Uo
Z y p y E c .2 0 ` y ti a v a m p v > c v > 0
R _ a) U h0 in a C) J N
Z J Q ° °- O v a>) O C w t 3 M C a 2 N 'C Y a, C N H - L N
ro O c O f0 ° am f0 io a/ v ` ° v O O E i? v '6 O in
ZW v o 'E T v s M v a um V 3 o v robD
LL LL M1i
W W Y C y ° '6 O w M a) N E ° hn in n in +'' v 3 C 3 a/ V ry U
> s o v O
m v
2 v o oa v - o E c y >
D ,� c o °- rc0 'o v in o > v 0 'o 3 0 c
v ° J U c c o v ° r0 U LL - c v v
yJj U E > -° U
a
M wa ° N a a = 2 ° hC .yN
Y CN
N O
-O -tO C
a) E O a) Y
N °- .0
° $ $ ° > 3v ° o vv ° o J —
wO
.E
D
V
W
Q
0
}
V
Z
C7
QLU
LUQ
LU
LL
W
a,
o v 0
v
0
Obn =
U
O O c C
C a) N N
Y
0 _ °
= T a)
O
Z =
CW °U C C N
G � m
b
Y
O C Q o O N
V 'Ca) O C a C
W ° 3 0 a) a)
z p a) Y J 3 a
= m = C
J —
a c0.) xO a) r`o O
O
Q V Y "
W
C
Y E O Q O
= 0 3 v ti
b
T O ° b0 C
° C w
C � N
0 a) w w O
j 0 O b o O C
c> > a b0 D_ a 0
N_ E -1 C Y
a) O a) a) O
'> = to
> v
CO
Y c
W v a) a, 'F6
C} V ava) i ..z
0
v
¢� a a a) -0 hl N a) N a) a a) a) a) aL b0 O
J C y -° E s y -0 -°
Cl) CO � s 'o N ? a y O 'o O o 'o c o =
O V d' N o o o .y v ° T a, ° c a y y a v c v
V CO - m E -° z °-c� v ° o >. v `o >. ° a, _ -o 'u > o '>
.N v v a) J = c o ' U a, cc '> v v c O
W Z Cl) J 3 v $ = o y > -0 o y " y 3 a) � .N .° 000 0 E o m'u � ° � 'v y a
C W o v o U >, bo E `o v v O s m a a) C 'y =
Q 7 N Z E v v ,� f0 a o E .= m rb = v c N c J 'u _ C ro c M
U) O U E in �, +' in a) O N a) C u C
E W ^� W V J C O a) N a) O a) v ° 3 N aL+ N C U N vii Y '> U -6 O =0 Y
V W V w y ° E al c a„ a " v v v " _ v vv �'v y 3 v s .�
} N O C `C 0- ` 0 —yvj -6 = Q -6 0 v = O C b0 = �)
....M V •> V J a) rb a) j T y a) _ 4L 00 '> ` o am+ -O° o ° c N o .0 y �
fn } ro y y y c a, m o a, ro v a O o U U ro .�, � v .3
J Q Z b0 a) y N -M > '> a) a) N > a) a) V N b0 t :— N _N Q O C
V WI^ �' V �) C C T D _ N Y O `/ 3 y N a 'b0 M m U t0 N _ a, 3 '— E w C a) vi
�+ (a V W N aJ+ C 3 C N �) .0 .0 L V1 C L N a) T O vii C U J
W Q C7 v v '° ¢ ;; E v v v 3 ,� o c N '>. a .. v bo v o N ,.
_ U E '++ b0 fb °_ Q
z Q E L a) 3 J v C o V1 _ N O y y U c b0 a
°c E u'i = u a) 3 > a v = c v w, U = oo c '- `b o y .c N ° v
N T Y O a) O 'C c O ° O O O ai
Z � OC -" E c _ U v V o o b N 3 00 c _
W o OU v C -6 -6 3 >, 6 .ro a) 0 y f0 N N = C O C E O O E a) � O
O W w U Y U y a) J O C a+ a) O y N O N N J U a) a, ` Q
LL LL O a) N O C O .= rp a) as+ ,a a, U N U N a) U O ,� N
W W o Y ow 'O 3 N C Y J bD C y T M N t =
Q C Y C O a) W E ON _ C -6 Y C V1 Q Q Y a) 0 yt.
O O N E -6 U) > _ b0 a) Y O N = 'N .= -6 b0
s _ _ �,.v ro c N — o Q .. = N v ro � o_ .c
O n 'E 3 a c v v '3 v v a E >
c o -a, 3 v E 0 0 x 0 — _T m u E o 3 y o 0o v y
aw E N o o 0 0 .c 10 s = b� v ° 0 c .4 a 'o = c 00 a) v
- a -° '" °- J ro c 0 c c E '� 'T rb '� o > r=o 0 0
.2" - ,� .v. ,� N a, v v rb 'c 3 O a, " u " 0 y a) .c o =
y J `.k v ., v E > v o o U ib a o v 3 c ro
a o a ° y o a .E a s a ° v o v c o , a y o O a $ o ° v
H V m a U m c O N .0 N U 2 m e d m -O
D
V
W
Q
0
}
V
Z
C7
QLU
LUQ
LU
LL
W
r
§ /
�
0
u )
o _
§
& \ )
LU )
bn §
f §
bn
) } \
z §
« a !
§ 2E /
§
g@ ® k
awCO e rq
/ |
k2 -
� ) - z E - -
Lu § / [ )
) � § 2 = 3
-2 >- U) _ ® f
L) LU z\ E } \\
$ \ � a §\ 0
e
§ ) ) bD
z / _
6 LL L - - _
} \ � U_ \ \
0 _ ® /
\ § _ ii [
\ {{ - ) 0 (
_ ) > 5m
LU
W
§ »
0
CL
)
z
k �
)LU �
LU
I /
5
� /
\
From: Rod Williams<1 �1 �>
Sent:Wednesday, October 18, 2023 4:28 PM
To: Minchew,J. Randall
Cc:Wyatt Pearson < s>;John Bishop<j _ >
Subject: RZ#03-23 proffers revised October 12, 2023-comments
Dear Randy,
I have completed my review of the above-referenced proffers and offer the
following comments:
• Parcel 34-A-129E — The heading of the proffer statement needs to indicate that
only a portion of this parcel is subject to the rezoning, perhaps with a notation
similar to the parenthetical notation in the heading for Parcel 34-A-8A. Also, I
note that we typically require metes and bounds for split-zoned parcels, where
the metes and bounds have not been previously set out (as an aside, I believe
that the metes and bounds for 34-A-8A are identified in deed records, as the
industrial-zoned portion of that parcel was a separate parcel prior to a 2018 lot
consolidation). Metes and bounds would still be preferable, but in the absence of
metes and bounds, could we perhaps have the GDP identify the southern
terminus of the zoning line that extends through 34-A-1 29E by identifying how
many feet east of the southwestern corner of the parcel it is? The northern
terminus appears to be clear, as being the point where Parcels 34-A-1 29E, 34-A-
129G, and 34-A-1291 meet.
• Proffer 3.2 appears to be circular. Specifically, it says that the stockpiles will be
reclaimed within 18 months following cessation of"mining activities" but defines
"mining activities" to include reclamation. So, it does not appear that "mining
activities" would ever reach an end point, because reclamation would still need to
take place, but as long as reclamation is taking place, because reclamation is a
"mining activity", "mining activities" would be ongoing.
• Proffer 4.6 — Regarding the limit on "ticketed customer trucks", I think some
definition of that term may be necessary, because the term is susceptible to
interpretation. For example, if a customer hires a third-party trucking company,
are those trucks "customer trucks"? Likewise, to the extent that Carmeuse itself
might be a shipper using a third-party trucking company, such trucks would not
appear to be "customer trucks".
• Proffer 5.4— I readily acknowledge not having any expertise in seismology, but
my understanding is that seismographs measure ground vibration, so it is unclear
to me what use a seismograph offers in measuring particle velocities and air
vibration.
Sincerely yours,
Roderick B. Williams
County Attorney
Frederick County Department of Planning&Development
= 107 N. Kent St.Winchester,VA 22601
+J Dear Mr. Pearson,
As per the Frederick County Department of Planning&Development request for
comments and changes by the Shenandoah Valley Battlefields National Historic District
to the current NELUP draft for the upcoming Planning Commission meeting,the
SH'ENANDOAH National Historic Districts request are as follows:
* * VALL r N * *
BATTLEFIELDS •Parcel 43-A-159,change to Sensitive NaturalArea land use category.This 2-acre property
6 I I
Shenandoah Valley owned by the Shenandoah Valley Battlefields Foundation and is a part of the Third
Battlefields Foundation Winchester Battlefield Park and has been in the process of being restored to its war time
BOARD OF TRUSTEES appearance with the removal of a mobile home,the construction of historic fence,and
Col.Hugh Sproul,III the replanting of native hardwood trees to the property.
a...........
Mark D.Perreault
r,,,-cr,.,;.,- •Parcel 43-A-159A,change to Sensitive NaturalArea land use category.This 5-acre
James I-Pearman,Jr. property is owned by the Shenandoah Valley Battlefields Foundation and is protected
S,.—mn
Craig R.Stevens under a conservation easement with the Virginia Department of Historic Resources.This
property is also a part of the Third Winchester Battlefield Park and is the location of the
Kirsten Talken-Spaulding
``"JJ'"" f r`" James R.Wilkins Winchester Battlefields Visitor Center.
IN--,t,l,.n�r; !l��r,k.u,,arT
Albert M.Ailing
De William"Reyn"Archer,Ill •Parcel 44-A-25B,This property is owned by the Shenandoah Valley Battlefields
Alphonso P.Boxley,III Foundation and a majority of the parcel is under the Sensitive NaturalArea land use
Roderick O.Graves
category in the existing draft,however we are requesting that the southwest corner of the
'Thomas C.Mack
parcel that is separated in the current NELUP draft by the Future Rt 37 Bypass overlay,
Benjamin Marchi
also be placed under the Sensitive Natural Area land use category like the remainder of
Cdr.Craig A.Morin
Linda C.Wheeler the property to the north.
James R.Wilkins,Jr.
W.Denman Zirkle •Parcel 44-A-27,This 21.50-acre property is at times referred to as the"Cole Property",
the Shenandoah Valley Battlefields National Historic District is requesting that this
property be placed under the Sensitive NaturalArea land use category as the parcel is within
the National Park Service,American Battlefield Protection Program Study Area for the
KevenM.Walker
0441 in�l)i,.r
Third Battle of Winchester.At the time of the war the property was a wood lot and when
CLirJ
E.n ur
in"sr,r,,,r„ka l;,urrBauldirDB preserved and restored,would act as a viewshed buffer for the Third Winchester
Fwu,J.,ri u„rl,.,wy�1r.Xrxr;ty�r,n-
Jlr,r�'ue,rrfi+l Vrxu.re
rr~�e,;,r,rrL)IMf.
Battlefield Park and the current industrial development to the north.
SI IFNANDOAII VALI.I?Y BA FITFII'LDs FOUNDATION
P.O.Box 897 i 9386 Congress St. • New Market,VA 22844 * 540.740.4545
ShenandoahAtWar.org 0 facebook.com/ShenandoahBattlefields
•Parcel 54-A-81G,Change to Sensitive NaturalArea land use category.This 10-acre property houses the Civil War era
earthen fortification known as Fort Collier and is open to the public and interpreted and managed as a Civil War Battlefield
Park,this property is also protected under a conservation easement by the Virginia Outdoors Foundation.
•Parcels 45-A-64,45-A-65,45-A-66,45-A-67,45-A-55,45-A-55D,45-A-55C,45-A-63,45-A-63A,45-A-62,45-A-61,45-A-
55A,45-A-55B,45-A-57,45-A-56,45-A-60,45-A-57A,45-A-49,45-A-48,45-10-1,45-10-2,45-10-3,45-10-4,34-A-95B,
34-A-95A,34-A-95C,34-A-93C,placed under the Sensitive JaturalArea land use category.These parcels are not preserved
or protected but retain much of their historic and cultural resources.The area made up by these parcels was the location of
fighting that took place during the Third Battle of Winchester through the village of Brucetown and along the Opequon
Creek at Locke's Ford and look much as they did at the time of the Battle.
•Parcels 45-8-16A,45-8-28,45-8-29,45-A-32,45-A-31,45-A-30,45-A-32A,placed under the Sensitive NaturalArea land use
category.These parcels are not preserved or protected but retain much of their historic and cultural resources.The area
made up by these parcels was the location of fighting that during the Third Battle of Winchester near the hamlet of
Leetown and along the Opequon Creek at Seiver's and Rocky Ford and look much as they did at the time of the Battle.
Parcel 45-A-32x1,has the 1790s era home called"Cleridge",also referred to as "Sunnyside Farm",located on it.The home
has been designated as a contributing property to the Third Battle of Winchester Site. "Cleridge"has been placed on the
U.S. National Register of Historic Places and the Virginia Landmarks Register.
•Parcels 43-A-149,43-A-147,44-A-26A,43-A-151C,43-A-100,43-A-99,43-A-98,43B-8-22,43-21-6,43-21-5,43-21-4,43-
21-3,44-A-5,44-A-42,44-A-12,44-A-24,43-A-146,43-21-9B,placed under the Sensitive NaturalArea land use category.
These parcels are not preserved or protected but retain much of their historic and cultural resources as they have not been
developed.The area made up by these parcels are all with in the National Park Service American Battlefield Protection '
Programs Core Battlefield Area for the Battle of Rutherford's Farm.Many of the parcels listed are also with in a Potential
National Register Boundary.
in y,
Ovens
8/17/22,9:24 AM Sra
220009995
I,Gary R. Oates,on this the 5t1 day of August,2022, do hereby certify that
the plat entitled "Final PIat of a Boundary Survey of the lands of Woodside land
Company,LLC. Tax Parcel 34-(A)-129A" attached hereto is a true copy of a survey
made by me on August 5,2022, of 5,003 acres of land conveyed to Woodside Land
Company, LLC,A Virginia Limited Liability Comapny, from John H.Light, by
Deed dated August 28,2012; of record as Instrument 120009190,at the Frederick
County Circuit Court Clerk's Office. The said land lies in the Stonewall Magisterial
District of Frederick County,Virginia.
�pl.TH Ofi�
� l
dd
Lic, '0 iSil3-6
;TZ2
STATE OF VIRGINIA
COUNTY OF FREDERICK,TO WIT:
I, Corey BIake Carter, a Notary Public in and for the State of Virginia and
County of Frederick, do hereby certify that this day personally appeared before me
Gary R. Oates,whose name is signed to the forgoing instrument.
Given under my hand this 51h day of August,2022.
My commission expires June 30,2026
My registration number is 7782909
.0
&NotarVPublic COREY BLAKE CARTER
NOTARY PUBLIC
Commonwealth of Virginia
Registralion No.7782909
My Commission Expires June 30,2026
https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 1/4
8/17/22,9:24 AM Sra
-pr�ss�
SITEs��
0
e zz a rO11
Q-
VICINITY MAP
1" = 2000
FINAL PLAT OF-7A BOUNDARY SURVEY
OF THE LANDS OF
WOODSIDE LAND COMPANY, LLC.
TAX PARCEL 34-(A)-129A
STONEWALL MAGISTERIAL. DISTRICT, FREDERICK COUNTY, VIRGINIA
AUGUST 5 2022
NOTES
1. A FIELD SURVEY WAS PERFORMED BY GREYWOLFE,INC IN AUGUST 2022_
2. A TITLE REPORT HAS NOT BEEN FURNISHED; THEREFORE OTHER EASEMENTS OR ENCUMBRANCES MAY EXIST THAT ARE
NOT SHOWN ON THIS PLAT.
3. THERE WAS NO READILY APPARENT EVIDENCE OFA CEMETERY WITHIN CLOSF PROXIMITY TO THE ROUNDARY LINES.
4. THESE PARCELS ARE LOCATED ON FLOOD INSURANCE RATE MAPS No. 51069COI5OE IN FLOOD ZONE:X'AREAS
DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN, DATED JANUARY29, 2021,
S. WOODBINE ROAD-RT 669 IS A 40'RIGHT OF WAY PER DEED BOOK 606 AT PAGE 646. THERE WAS ALSO A 5'STRIP
DEDICATED ON THE SOUTH SIDE OF RT fi69(25'FROM CENTERLINE)PER PLAT OF RECORD IN INSTRUMENT 180006408.
ABBREVIA TIONS LEGEND
08= DEED BOOK Q = PROPERTY CORNER FOUND
EX= EXISTING O = REFERENCE POINT
IRF= IRON ROD FOUND
PG= PAGE e = 518'7X24"IRON ROD SET,
RES= RESIDENTIAL UNLESS OTHERWISE NOTED
R.O.W= RIGHT OF WAY
—E— = OVERHEAD ELECTRIC
—GAS—= GAS LINE
SURVEYORS CERTIFICATE
I HEREBY CERTIFY THAT THE PARCEL CONTAINED IN THIS B OUNDA R Y SUR VEY 15 THE LANDS CONVEYED TO
WOODSIDE LAND COMPANY, LLC,A VIRGINIA LIMITED LIABILITY COMPANY, FROM JOHN H. LIGHT, a DEED DATED
AUGUST 28, 2012, OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT CLERKS OFFICE AS INSTRUMENT NUMBER
120009190.
H op
� J
GARYe. OATES, LAND SURVEYOR
N4r rc. uH G 1073 Redhud Road
1518-t3 .��j� _GreyWolfe, Inc. Winchester, VA 22603
P-r-zZ. - i 41-^Land Surveying and Consulting GreyWolfelnccMaoLcom
540-667-2001 OFC
S U lR14�� 540-545-4001 FAX
DRAWN BY• CBC FILF NO: 059.3 SHEET I OF 2
https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 2/4
8/17/22,9:24 AM Sra
1r
66`1 ; �r
�Rp._R D.W o 557"4420"E
V�ppD g��Ipv i 5 38.19'
�XA (rf08 1 RADIUS=217.20' ��
LENGTH -.92.46'
�o�Pr
TANGENT=46.94' �C,N
CHORD= 91.76'
l C BEARING=S O402i70"W
DELTA =2402324"
WITNESS 34-(A)-129
1 Z2"ARF @ r0 RADIUS-407.77' MICHAEL R. &
S 4.1'18'30"W p o LENGTH=99.50' RUTH C.M. 60DEN
-so TANGENT=50.00' 170003557
5.30' r'�1„ C�l CHORD= 99.25' ZONED:RA
BEARING=S 00'51 05"E USE.•AGR
h, ll DELTA =1315850" fi5ACRES
�o 0
m rn M1 o
an�
� warn f o
a W tao` RADIUS- 435.77'
7. LENGTH=99.56'
TANGENT=50.00'
CHORD = 99.34'
m BEARING=5 12'41'05"W
DELTA =13'05'25"
0 34-(A)-129A
{ WOODSIDE LAND COMPANY, LLC
w 120609190 0
" ZONED:RA
USE:AGR
5.003 ACRES o
34-(A)-SA
D-N MINERALS
(CHEMSTQNE w �'c� Y rn RADIUS c 906.50'
1� rr+ t LENGTH=136.61'
COMPANY)
TANGENT=68.43'
160006525 CHDRD=136.45'
ZONED:RA R M1 �� d BEARING'=S 14'544 6"LY
USE:AGR
157.612 ACRES DELTA =8°3S 04"
QtT
I WITNESSQ-0,5-��
�/2"IRF Lal ' r
6UIfLDING N 58°0634"
ENCROACHES BUILDING 26.62'
-+24'
'/5r"IRS IN N 2r8na6'34■W_ 475.0 {707AL)
PONDING AREA i34-(A)-129G "u.
BUILDING 34-(A)-7 H. G. LIGHT&SON, INC
JOHN H. LIGHT, TRUSTEE DB 830 PG 796
120011877 ZONED: RA
100, 0' 100' ZONED:RA USE'AGR
USE.'AGR 18.228 ACRES
8.854 ACRES
GRAPHIC SCALE
FINAL PLAT OF A BOUNDARY SURVEY
4-r HOF THE LANDS OF
L� WOODSIDE LAND COMPANY, LLC.
TAX PARCEL 34--(A)--129A
LJ ST'ONHWALL MAGISTERIAL DISTRICT, FREDERICK COVtV-Y VIRGINIA
h�j 1073 Redbud Road
� GreyWvffe, Inc. Winchester, VA 22603
Land Surveying and Consulting GreyWolfelncc aofcam
Q SU[ttl ✓ 540-667-2001 OFC
540-545-4001 FAX
FILE NO: 0593 DATE: AUGUST 5, 2022 SCALE: 1" =100' SHEET 2 OF 2
https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 3/4
8/17/22,9:24 AM Sra
INS s RUMENT 22000'9995
RECORDED IN THE CLERK'S OFFICE OF
FREDERICK CIRCUIT COURT OR
AUGUST 9, 20122 AT 09:11 A;i
REBECCA R. HOGAN, CLERK:
RECORDED BY: NLS
https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 4/4
(10 0 "
THIS DEED made and dated this I(S y of March,2023, by and between JOHN H.
LIGHT,TRUSTEE of the John H.Dight Trust under Trust Agreement dated January 4,2010,.
hereinafter Grantor,and O-N MINERALS CHEMSTONE COMPANY dba C.A.RMEUSE LIME
&STONE, a Delaware corporation,hereinafter Grantee.
WITNESSETH: That for and in consideration of the sum of Ten Dollars($10.00), cash in
hand paid,and other good and valuable consideration,the receipt of which is hereby acknowledged,
the Grantor does hereby grant,bargain, sell and convey with Special Warranty of title,unto the
Grantee, in fee simple,the following described property and appurtenances thereunto belonging:
All that certain lot or parcel of real estate situate in Stonewall Magisterial District,
Frederick County, Virginia, and bounded and described as follows:
a.
Being all of Tax Parcel 34-(A)-7,containing 8.854 acres,as the same is designated
o and described on a plat of survey made by GreyWolfe,Inc.,entitled"Final Plat of a
o Boundary Survey of the Lands of John H. Light,Trustee,"the plat being recorded in
the Clerk's Office of the Circuit Court of Frederick County,Virginia, as Instrument
No. 220009997.
V b p
c AND BEING the same property conveyed to John. H. Light,Trustee of the John H.
Light Trust Under Agreement dated January 4,2010, from John H. Light,by Deed
k dated October 29, 2012, recorded in the aforesaid Clerk's Office as Instrument No.
120011877,
Tax Map No.34-(A)-7 2973 Woodside Road
N Clearbrook,VA 22624
Q O U
Reference is here made to the aforesaid instruments and the attachments and the references
therein contained for a further and more particular description of the property hereby conveyed.
This conveyance is made subject to all easements, restrictions and conditions of record and
contained in the deeds forming the chain of title to the above-described property provided, however,
that the foregoing shall not be deemed in any way to reinstitute or republish any restrictions of record
that may have expired, lapsed or become ineffective.
WITNESS the following signature and seal:
JOHN H. LIGHT TRUST UNDER TRUST AGREEMENT
DATED JANUARY 4,2010
By: —400w—(SEAL)
Jo
COMMONWEALTH OF VIRGINIA
CITY OF WINCHESTER, to-wit:
The foregoing instrument was acknowledged before me this 1 V day of March,2023,by John
H. Light,in his capacity as Trustee of the JohnH. Li ht Trust Under Trust Agreement dated January 4,
2010.
Notary Public
My Commission expir Luy4 3
Notary Registration No.: Q tg
DENISE L. THOMAS 1
NOTARY PUBLIC
Commonwvealth of Vi:gtnK�_
Reg,straiior No 139068
This Deed Prepared by: My Commission Expires Aug«st 3 t.Z023_1_1
H. Edmunds Coleman,111,Esq.
VSB#15449
Bryan&Coleman,PLC
118 South Braddock Street
Winchester,VA 22601
Tel: (540)5454172
N"I RUt ENT 2 ,00020r13
RECORDED N THE CLERK-C OFFICE OF
FREDERICK GTRCUIT COURT ON
32
M:1Light,JohnlDeed(TMP34 A 7)3-3-23.docx MARCH �;saL SAT � � C? F'h� -,
$91)3.0.0 r R AN I UR. T Ak WAS F A TD Av
REQUIRED BY SEC .50.1-802 OI- THE YA. CODE
{-r k i L
;_,TA—{ r�E: 74`10..�U s=ICAC: $496.50
RECECCi. F. HOGAN i CLERK.
2 R,r_UGRDED BY: MLC
" 30002 � r' r,
THIS DEED made and dated this I(04hday of March,2023,by and between H.G.LIGHT
& SON.INC.,a Virginia corporation,hereinafter Grantor,and O-N MINERALS(CHEMSTONE)
COMPANY dba CAR.MEUSE LIME & STONE,a Delaware corporation,hereinafter Grantee.
WITNESSETH: That for and in consideration of the sum of Ten Dollars($10.00),cash in
hand paid,and other good and valuable consideration,the receipt of which is hereby acknowledged,
the Grantor does hereby grant, bargain, sell and convey with general warranty and English Covenants
of title, unto the Grantee, in fee simple,the following described properties and appurtenances
thereunto belonging:
N PARCEL ONE: All that certain lot or parcel of real estate situate in Stonewall
Magisterial District,Frederick County,Virginia, and bounded and described as
follows:
� a
Being all of Tax Parcel 34-(A)-129G,containing I8.228 acres, as the same is
C> designated and described on a plat of survey made by GreyWolfe, Inc.,entitled"Final
Plat of a Boundary Survey of the Lands of H. G. Light& Son, Inc.,"the plat being
_a recorded in the Clerk's Office of the Circuit Court of Frederick County, Virginia, as
Instrument No. 220009996.
U
g AND 'BEING the same property conveyed to H. G. Light& Son, Inc.,a Virginia
N tg corporation, from Ann Light Arnold, Executrix of the Estate of Edna Huyett Light,
3 Deceased,by Deed dated November 14, 1994, recorded in the aforesaid Clerk's
Office in Deed Book 830,at Page 796.
_ TMP 34-(A)-129G
0 8 PARCEL TWO: All that certain lot or parcel of real estate situate in Stonewall
Magisterial District,Frederick County,Virginia, and bounded and described as
ti follows:
V U F
Being all of Tax Parcel 34-(A)-129I,containing 46.762 acres,as the same is
designated and described on a plat of survey made by GreyWolfe, Inc.,entitled"Final
PIat of a Boundary Survey of the Lands of H. G. Light& Son, Inc.,"the plat being
recorded in the Clerk's Office of the Circuit Court of Frederick County, Virginia,as
Instrument No. 220010431.
1
AND BEING the same property conveyed to H. G. Light& Son,Inc., a Virginia
corporation, from Ann Light Arnold,Executrix of the Estate of Edna Huyett Light,
Deceased,by Deed dated November 14, 1994, recorded in the aforesaid Clerk's
Office in Deed Book 830,at Page 796.
TMP 34-(A)-1291
Reference is here made to the aforesaid instruments and the attachments and the references
therein contained for a further and more particular description of the property hereby conveyed.
This conveyance is made subject to all easements, restrictions and conditions of record and
contained in the deeds forming the chain of title to the above-described property provided, however,
that the foregoing shall not be deemed in any way to reinstitute or republish any restrictions of record
that may have expired,lapsed or become ineffective.
WITNESS the following signature and seal:
H.G. LI HT& SON INC., a Virginia corporation
4
By: (SEAL)
John H. i ht, resi ent
COMMONWEALTH OF VIRGINIA
CITY OF WINCHESTER,to-wit:
The foregoing instrument was acknowledged before me this j day of March,2023,by John
H. Light,in his capacity as President on behalf of H. G. Light& Son, Inc., a Virginia corporation.
My Commission expire � _U 1'_�D �J
Notary Registration No.: 1, 4Q Lr
P
DENISE L. THOMAS
NOTARY PUBLIC
Cornrnomrvealth of Virginia
Registration No. 139068
My Commission Expires August 31,20323
y
This Deed Prepared by:
H.Edmunds Coleman,III,Esq.
VSB#15449
Bryan&Coleman,PLC
118 South Braddock Street
Winchester,VA 22601
Tel: (540)545-4172
M:1U&4 John0ced(TMP34-A-129G and 1291)3-6-23.docx
INSTRUMENT 21-30002072
RECORDED IN THE CLERK'S OFFICE OF
FREDERICK CIRCUIT COURT ON
MARCH 16, 9.023 AT 03:18 PN
3058.00 GRANTOR TAS; WAS PAID AS
REQUIRED BY SEC 58,1-804 OF THE VA, CODE
STATE: $1529=00 LOCAL: $15,27.00
REBECCA P. HOGAN, CLERK
RECORDED BY: ILLS
3
7113/23, 1:46 PM Untitled Page
Frcdcrick County Virginia
Pay/Lookup Taxes
Real Estate Ticket Detail
Previous_1
2023 REAL ESTATE
Dept/Ticket# RE2023/301740001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 10 Account# 8006676
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 23 030
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc 23.03 ACRES Land Value $230,200.00
FORT WAYNE IN Land Use $8,100.00
Zip 46804 7926 Minerals $0.00
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
S2066 ($20.66) $000 $000 $000 $000
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $20.66 $20.66
6/6/2023 Principal Paid 1124 ($20.66) $0.00
Previous
hftps://fctaxes.co.frederick.va.us/Applications/TR_PayTaxes/REDetaii.aspx 1/1
7/13/23, 1:46 PM Untitled Page
I I-edelick Home Fl-cdcrick COLinty Virginia 1_.,,
Pay/Lookup Taxes
� .,.,. F- i L r-1: ;' 1<ru b' �I r
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301750001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 10A Account# 8044921
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 5 000
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc TRACTA 5.00 ACRES Land Value 5103,000.00
FORT WAYNE IN Land Use $1,800.00
Zip 46804 7926 Minerals $0.00
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$459 ($459) $0.00 $0.00 $000 $000
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $4.59 $4.59
6/6/2023 Principal Paid 1124 ($4.59) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsrrR_PayTaxes/REDetail.aspx 111
7/13/23, 1:47 PM Untitled Page
„��1,„�iie Frcdcrick County Virginia
Pay/Lookup Taxes
T
Real Estate Ticket Detail
Preva
2023 REAL ESTATE
Dept/Ticket# RE2023/301760001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 10B Account# 8044922
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage S650
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc TRACT B 5.65 ACRES Land Value $109,200.00
FORT WAYNE IN Land Use $2,00000
Zip 46804 7926 Minerals $0.00
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$510 ($510) $000 $000 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $5.10 $5.10
6/6/2023 Principal Paid 1124 ($5.10) $0.00
Previous
hftps://fctaxes.co.frederick.va.us/ApplicationsFrR_PayTaxes/REDetail.aspx 1/1
7/13/23, 1:47 PM Untitled Page
Frcdcrick County Virginia
Pay/Lookup Taxes
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301770001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 1 O Account# 8045035
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 5 540
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc TRACT D 5.54 ACRES Land Value $108,100.00
FORT WAYNE IN Land Use $1,90000
Zip 46804 7926 Minerals $000
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$485 ($485) $0.00 $000 $000 $000
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $4.85 $4.85
6/6/2023 Principal Paid 1124 ($4.85) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsrTR_PayTaxes/REDetaii.aspx 1/1
7/13/23, 1:47 PM Untitled Page
F1-cd,.n-ick C;OLlntV Virginia
Pay/Lookup Taxes
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301780001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 10E Account# 8045037
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 5.000
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc TRACT E 5.00 ACRES Land Value 5103,000.00
FORT WAYNE IN Land Use $1,80000
Zip 46804 7926 Minerals $000
Penalty Paid $000 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$459 ($459) $0.00 $000 $0.00 $000
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $4.59 $4.59
6/6/2023 Principal Paid 1124 ($4.59) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsrrR_PayTaxes/REDetail.aspx 1/1
7/13/23, 1:48 PM Untitled Page
Frederick County Virginia
Patin/Lookup Taxes
:q raO,,
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301790001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 10F Account# 8045038
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 26 690
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements 5592,300.00
6920 POINTE INVERNESS WAY STE Desc TRACT F 26.69 ACRES Land Value 5267,200.00
FORT WAYNE IN Land Use $83,500.00
Zip 46804 7926 Minerals $000
Penalty Paid $000 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
S1,72329 ($1,72329) $0.00 $000 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $1,723.29 $1,723.29
6/6/2023 Principal Paid 1124 ($1,723.29) $0.00
Previous
https://fctaxes.co.frederick.va.us/Applications/TR_PayTaxes/REDetail.aspx 1/1
7/13/23, 1:57 PM Untitled Page
,.,..derlck Ifoi17e Frederick County Virginia i1r ,_
Pay/Lookup Taxes
Payrnert Home Pe,sonal Piohe,ty Peal Estate D o q ra,s Pay Parking Violation Pa,/ FOIA Charges Otner r'a,,ments .U?
Pin Options Change E!-,,,=,
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301830001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 1 Account# 8046152
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 2 850
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L1 Land Value $81,700.00
FORT WAYNE IN 2.85 ACRES Land Use $1,00000
Zip 46804 7926 Minerals $000
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$2.55 ($255) $000 $000 $000 $000
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $2.55 $2.55
6/6/2023 Principal Paid 1124 ($2.55) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsrTR_PayTaxes/REDetaii.aspx 1/1
7/13/23, 1:58 PM Untitled Page
Fredcric k County Virginia r',-
Pay/Lookup Taxes
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023I301840001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 2 Account# 8046153
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 2750
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L2 Land Value $80,800.00
FORT WAYNE IN 2.75 ACRES Land Use $1,000.00
Zip 46804 7926 Minerals $0.00
Penalty Paid 50.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$2S5 ($2.55) $000 $000 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
i
4/15/2023 Charge 0 $2.55 $2.55
6/6/2023 Principal Paid 1124 ($2.55) $0.00
Previous
https://fctaxes.co.frederick.va.us/Applications/TR_PayTaxes/REDetail.aspx 1/1
7/13/23, 1:58 PM Untitled Page
IredcnckIloinc Frederick County Virginia L-c -i r a: r ,,
Pay/Lookup Taxes
Payrie^.t Hnme Peis-,nal Pioper+v Roal Est,t.? Dori lays Pay Parlany
a'n Opti,nns Charge E:,,_,il
Real Estate Ticket Detail
�Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301850001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 3 Account# 8046154
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 2000
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L3 Land Value $74,000.00
FORT WAYNE IN 2.00 ACRES Land Use $70000
Zip 46804 7926 Minerals $000
Penalty Paid $000 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$179 ($179) $0.00 $0.00 $0.00 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $1.79 $1.79
6/6/2023 Principal Paid 1124 ($1.79) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsfTR_PayTaxes/REDetail.aspx 1/1
7/13/23, 1:58 PM Untitled Page
Fiede ick Home Frederick County Virginia L�iz -11 T r(',
Pay/Lookup Taxes
Pa,ment Home Pei sonal Piooerty Paal Estate >og Tags Pay Parking Violatio, "ay FOIA Charges Other Payment, ShoppingCaitl
p,n Options Change Email
Real Estate Ticket Detail
Previous-1
2023 REAL ESTATE
Dept/Ticket# RE2023/301860001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 4 Account# 8046155
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 2000
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L4 Land Value $74,000.00
FORT WAYNE IN 2.00 ACRES Land Use $70000
Zip 46804 7926 Minerals $000
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$1 79 ($179) $000 $000 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $1.79 $1.791
6/6/2023 Principal Paid 1124 ($1.79) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsFrR_PayTaxes/REDetaii.aspx 1/1
7/13/23, 1:59 PM Untitled Page
Iledeiick fIonic Fredericlk County Virginia L A, r,.: T
Pay/Lookup Taxes
-nen:home PAr.� .,l P one :1 RciI E l- ;r Tags f' ,
�m Ontos
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301870001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 5 Account# 8046156
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 2.000
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L5 Land Value $74,000.00
FORT WAYNE IN 2.00 ACRES Land Use $700.00
Zip 46804 7926 Minerals $0.00
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$179 ($179) $0.00 $0.00 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $1.79 $1.79
6/6/2023 Principal Paid 1124 ($1.79) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsrFR_PayTaxes/REDetail.aspx 111
7/13/23, 1:59 PM Untitled Page
Frederick County Virginia
Pay/Lookup Taxes
Dr snPil Piorerty ?eel Estar_° Doli
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023 1301880001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 8 1 6 Account# 8046157
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 2000
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L6 Land Value $74,000.00
FORT WAYNE IN 2.00 ACRES Land Use $700.00
Zip 46804 7926 Minerals $000
Penalty Paid $000 Interest Paid $000 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$179 ($179) $0.00 $0.00 $0.00 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $1.79 $1.79
6/6/2023 Principal Paid 1124 ($1.79) $0.00
Previous
https://fctaxes.co.frederick.va.us/Applications/TR_PayTaxes/REDetail.aspx 1/1
7/13/23. 1:59 PM Untitled Page
Frederick County Virginia
Patin/Lookup Taxes
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023I301890001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 7 Account# 8046158
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 3 300
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L7P1 Land Value $86,900.00
FORT WAYNE IN 3.30 ACRES Land Use $1,200.00
Zip 46804 7926 Minerals $000
Penalty Paid $000 Interest Paid $000 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$306 ($306) $0.00 $0.00 $0.00 $000
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $3.06 $3.06
6/6/2023 Principal Paid 1124 ($3.06) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsfTR_PayTaxes/REDetail.aspx 1/1
7/13/23,2:00 PM Untitled Page
FirdericF flume Frederick County Virginia L.,_ .,. r
Pay/Lookup Taxes
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301900001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 8 Account# 8046159
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 3140
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $000
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L8P1 Land Value $85,300.00
FORT WAYNE IN 3.14 ACRES Land Use $1,100.00
Zip 46804 7926 Minerals $0.00
Penalty Paid $000 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$281 ($2.81) $0.00 $0.00 $0.00 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $2.81 $2.81
6/6/2023 Principal Paid 1124 ($2.81) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsrrR_PayTaxes/REDetail.aspx 1/1
7/13/23,2:00 PM Untitled Page
Frederick County Virginia L.,
Pay/Lookup Taxes
„q Tads
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023 1301910001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 9 Account# 8046160
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 3.040
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L9P1 Land Value $84,400.00
FORT WAYNE IN 3.04 ACRES Land Use $1,100.00
Zip 46804 7426 Minerals $000
Penalty Paid $0.00 Interest Paid $000 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$281 ($281) $000 $0.00 $000 5000
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $2.81 $2.81
6/6/2023 Principal Paid 1124 ($2.81) $0.00
Previous
https://fctaxes.co.frederick.va.us/Applications[YR_PayTaxes/REDetaii.aspx 1/1
7/13/23,2:00 PM Untitled Page
I rederick Hoilic Frederick County Virginia L,,_ r
iPay/Lookup Taxes
Da,Mer[Non12 Pira ri., lea I E'Si�;;
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/301920001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 81 17 Account# 8046161
Name 2 D/B/A CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 33 910
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $156,70000
6920 POINTE INVERNESS WAY STE Desc VIRGINIA COMMONS L17P1 Land Value $420,100.00
FORT WAYNE IN 33.91 ACRES Land Use $86,000.00
Zip 46804 7926 Minerals $0.00
Penalty Paid $0.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$61889 ($618.89) $0.00 $0.00 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $618.89 $618.89
6/6/2023 Principal Paid 1124 ($618.89) $0.00
Previous
https://fctaxes.co.frederick.va.us/Applications/TR_PayTaxes/REDetail.aspx 1/1
7/13/23,2:00 PM Untitled Page
� fj-�!ilerfcl._Ilu_me
Frederick County Virginia L,;: -i T.
Pay/Lookup Taxes
Pa,m�nt' oi7ie 'Ie Piope,,,, 31 Esta[ Tis P
P'n Options Change E!rl,'
Real Estate Ticket Detail
Previous 1
2023 REAL ESTATE
Dept/Ticket# RE2023/301730001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 8A Account# 8027756
Name 2 DBA CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 1S7610
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $12,700.00
6920 POINTE INVERNESS WAY STE Desc 157.61 ACRES Land Value $1,914,700.00
FORT WAYNE IN Land Use $55,200.00
Zip 46804 7926 Minerals $000
Penalty Paid $000 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$173 15 ($17315) $000 $0.00 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $173.15 $173.15
6/6/2023 Principal Paid 1124 ($173.15) $0.00
Previous
https://fctaxes.co.frederick.va.us/ApplicationsrTR_PayTaxes/REDetail.aspx 1/1
7/13/23,2:01 PM Untitled Page
Fredeuck}lame
Frederick C:OUnty Virginia L.r- T,)
Pay/Lookup Taxes
ay FOIA Other i
Real Estate Ticket Detail
. Previous I
2023 REAL ESTATE
Dept/Ticket# RE2023/301820001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 1 A Account# 8006824
Name 2 DBA CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 42390
Address C/O BADEN TAX MANAGEMENT LLC Due Date 06/05/2023 Improvements $0.00
6920 POINTE INVERNESS WAY STE Desc 42.39 ACRES Land Value S248,000.00
FORT WAYNE IN Land Use $14,80000
Zip 46804 7926 Minerals $0.00
Penalty Paid 50.00 Interest Paid $0.00 Last Transaction Date 06/06/2023
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$37.74 ($37.74) $0.00 $0.00 $000 $0.00
Transaction History
Date Type Transaction# Amount Balance
4/15/2023 Charge 0 $37.74 $37.74
6/6/2023 Principal Paid 1124 ($37.74) $0.00
Previous
https://fctaxes.co.frederick.va.us/Applications/TR_PayTaxes/REDetail.aspx 1/1
7/13/23,2:12 PM Untitled Page
I rederick home Frederick County Virginia
Pay/Lookup Taxes
Pm Hn^�� Pei>oral Proper*� Real E�.t.�tP Doc ;aC11 Pay Paricnq'Jiolatic
Oodons Change En,a
Real Estate Ticket Detail
Previous 1
2023 REAL ESTATE
Dept/Ticket# RE2023/460680001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 129E Account# 8036797
Name 2 DBA CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 116 560
Address 11 STANWIX ST Due Date 06/05/2023 Improvements $281,300.00
21 ST FLOOR Desc 116.56 ACRES Land Value $762,900.00
PITTSBURGH PA Land Use $109,60000
Zip 15222 1327 Minerals $000
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$99680 $000 $99680 $99.68 $18.27 $1,114.75
Previous
https://fctaxes.co.frederick.va.us/ApplicationsFrR_PayTaxes/REDetail.aspx 1/1
7/13/23,2:13 PM Untitled Page
Frederick COUnty Virginia
Pay/Lookup Taxes
xl T;,qs P-.iy Parking V olan, a; FOIA cr,, ges Other Ps✓r• n nr,nn gCa Un
Real Estate Ticket Detail
Previous 1
2023 REAL ESTATE
Dept/Ticket# RE2023!236120001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 7 Account# 8006675
Name 2 DBA CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 8 850
Address 11 STANWIX ST Due Date 06/05/2023 Improvements $354,200.00
21ST FLOOR Desc 8.85ACRES Land Value $149,100.00
PITTSBURGH PA Land Use $77,200.00
Zip 15222 1327 Minerals $0.00
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$1,10007 $0.00 $1,100.07 $11001 $20.17 $1,23025
Previous
hftps://fetaxes.co.frederick.va.us/ApplicationsrrR_PayTaxes/REDetail.aspx 1/1
7/13/23,2:13 PM Untitled Page
Frede„ck Dome Frederick County Virginia /:,. .a
Pay/Lookup Taxes
Pa vent Horne Pe.;.�r,il P�rp�r / Real Ea-- Dnrj Tags R-y Pirk�nq Vinlat,� a; FUIA Dr-.r 0a,m,ent: 5n, Princ)._<.
P.,)Opoc ; Charge F_,—,
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/460670001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 129A Account# 8031667
Name 2 DBA CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 5.000
Address 11 STANWIX ST Due Date 06/05/2023 Improvements $000
21 ST FLOOR Desc 5.00 ACRES Land Value $47,50000
PITTSBURGH PA Land Use $0.00
Zip 15222 1327 Minerals $000
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$12113 $0.00 $12113 $1211 $2.22 $135.46
Previous
https://fctaxes.co.frederick.va.us/ApplicationsfTR_PayTaxes/REDetaii.aspx 1/1
7/13/23,2:13 PM Untitled Page
['redE,.ickHoille Frederick County Virginia
Pay/Lookup Taxes
Real Estate Ticket Detail
Previous
2023 REAL ESTATE
Dept/Ticket# RE2023/236070001 Frequency 1 Supplement# 0
Name O-N MINERALS(CHEMSTONE)COMI Map# 34 A 129G Account# 8036796
Name 2 DBA CARMEUSE LIME&STONE Bill Date 04/15/2023 Acreage 18 240
Address 11 STANWIX ST Due Date 06/05/2023 Improvements $000
21 ST FLOOR Desc 18.24ACRES Land Value $118,600.00
PITTSBURGH PA Land Use $6,40000
Zip 15222 1327 Minerals $000
Current Payment Status
Original Bill Payments Principal Balance Due Penalty Interest Balance Due
$1632 $000 $1632 $1.63 $030 $18.25
I Previous
https:/Ifctaxes.co.frederick.va.us/ApplicationsfTR_PayTaxes/REDetail.aspx 1/1
I
Date: September 25, 2023
To: Lindsey Marhefka, Carmeuse Americas
Logan Thompson, Carmeuse Americas
Known for excellence. From: Mark J. Krumenacher, GZA GeoEnvironmental, Inc.
Built on trust. Stephanie A. Cook, P.G., GZA GeoEnvironmental, Inc.
Bernard G. Fenelon, GZA GeoEnvironmental, Inc.
File No.: 20.0158489.00
Re: Site Conceptual Hydrogeologic Model
Existing Quarry and Proposed New Quarry
ENVIRDNMEKTAL Carmeuse Winchester Quarry
ECOLOGICAL Winchester, Virginia
WATEA
MANAGEMENT
GZA GeoEnvironmental, Inc. (GZA) is pleased to provide O-N Minerals (Chemstone) Company,
d/b/a Carmeuse Americas (Carmeuse/"Client") this site conceptual hydrogeologic model
("Report") for the Winchester Quarry ("Existing Quarry") and nearby property to the north in
Frederick County,Virginia ("Site") where Carmeuse is proposing a new quarry development as an
expansion of the Existing Quarry("Proposed Quarry"). The Existing Quarry, Proposed Quarry, and
several former quarries between the two locations are referred to collectively as the "Quarry
2,7975 West Sarah Lane Area" or"quarries," each shown on Figure 1.
Suite 100
Brookfield,Wl 53045 EXECUTIVE SUMMARY
T:262754,2560
F:262.9237758 1. During almost 70 years of bedrock mining (quarrying) in the area, the available technical
evidence does not support that the pumping of water out of the mine/quarry
(dewatering) has impacted nearby springs,streams, ponds,or water supply wells with the
possible exception of a 14-foot hand dug well. The evidence that supports this conclusion
includes the continued existence of local springs, ponds, streams, and water supply wells
near the former and Existing Quarry and the lack of documentation that these resources
have experienced problems associated with the quarries. If the opposite were true,there
would be ample documentation developed over the decades showing otherwise.
2. The historic and Existing Quarry provides a decades old living laboratory that can be used
to predict the potential impact the Proposed Quarry may have on surface water and
groundwater, albeit to a lesser degree due to its proposed shallower depth of excavation.
3. The existing quarrying in the Martin Pit will have less potential to impact nearby
groundwater users because it will be mined 160 feet shallower than the adjacent East Pit
that was mined for several decades. By mining shallower, the groundwater level in and
immediately adjacent to the Martin pit will remain at least 160 feet higher than in the
East Pit while it was mined and the water was pumped out.
4. Given that water pumping from the East Pit had no reported impact on the nearby springs,
streams, ponds, and potable water supply wells, it is reasonable to conclude that 160 feet
shallower mining in the adjacent Martin Pit will also not impact those resources.
An Equal Opportunity Employer M/F/V/H
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 2
5. Groundwater level data from wells installed near the Existing Quarry show little impact of quarry dewatering on
the groundwater elevations. A residential well located about 300 feet west of the Martin Pit shows water levels
150 feet higher than the quarry floor, indicating very little drawdown in the aquifer and a very limited cone of
depression to the west. Similarly, groundwater level data from a monitoring well installed about 600 feet north
of the East Pit shows groundwater to be at least 140 feet higher than in the East Pit water level as of September
2023, indicating very little drawdown in the aquifer and a very limited cone of depression to the north. The
favorable geologic structure(bedrock dip and faulting)that minimizes the groundwater drawdowns west and east
of the Quarry Area is evidenced by the flowing springs and streams, ponds, and productive water supply wells
located east and west of the quarries.
6. Mining in the Proposed Quarry will also lower the groundwater level in the pit to about 300 feet below the
surrounding ground surface, like at the Martin Pit, but similarly is not expected to impact nearby springs, streams,
ponds, and potable water supply wells due to the same geologic settings.
7. History has demonstrated that quarrying in the area has not negatively affected the surface water and
groundwater resources and will provide for a long-term reliable source of potable water in addition to providing
the needed construction aggregate for the rapidly growing County.
8. The two major bedrock types in the area, mapped as carbonate (limestone) and shale (which includes limestone
and sandstone), provide the area with a reliable source of domestic potable water that has not been negatively
affected by the previous or existing, quarrying.
9. Although a relatively widespread phenomenon in the carbonate bedrock of the Shenandoah Valley, sinkhole
formation in the Frederick County area is of relatively minor occurrence. Almost 70 years of mining have not
exacerbated sinkhole formation and because of the similar geologic conditions with the Existing Quarry, the risk
of enhanced sinkhole formation with the Proposed Quarry is expected to similarly be low.
10. GZA's review of recent surface water and well complaints alleging impacts from quarrying indicate that, with the
exception of a 14-foot deep almost 200-year-old hand dug well approximately 200 feet from the Existing Quarry,
quarry dewatering is not the cause of the alleged complaints.
11. GZA reviewed Carmeuse's Rezoning Proffer Statement submitted July 2023, and in particular Section 8 "Ground
Water" which offers repairs to damage caused by mining to water supply wells on Surrounding Property, defined
to be within 1,500 feet of the Proposed Quarry property. Based on the size of the Proposed Quarry property,the
well protection will extend up to 2,500 feet west, up to 5,000 feet east, up to 3,500 feet north, and up to 5,500
feet south of the proposed extraction area (the quarry) within the Proposed Quarry Property. Based on our
understanding of the hydrogeologic model as described in this Report, Carmeuse's commitment to the County
and the surrounding community is greater than the potential impact and industry standard of care for this geologic
setting and the proposed scale of operation.
PURPOSE
We understand that Frederick County representatives requested that Carmeuse address potential water quantity and
quality impacts to potable water supply wells in response to County representatives and citizen questions raised during
public discussions on the Proposed Quarry.
GZA has extensive experience evaluating surface water and groundwater at quarries similar to Carmeuse in Virginia,
nearby states and elsewhere across the United States. We understand the potential impact that mining can have, as well
as the depth of federal, state, and local rules, regulations, guidance, and best management practices that mining
operations need to follow. As professionals, GZA serves as an independent third party that relies solely upon verifiable,
vetted, technical facts.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 3
INTRODUCTION
GZA developed the conceptual hydrogeologic model for Carmeuse and other stakeholders to describe the physical
conditions and characteristics of the geology and the surface water-groundwater interactions as they relate to natural
conditions,and those that may be associated with past, present,and proposed limestone bedrock mining in the area. This
Report is intended to answer questions and concerns that the County and other stakeholders may have pertaining to
potable water supply wells, springs, and streams in the area. Note that our conceptual hydrogeological model is subject
to the Limitations provided in Attachment 1.
GZA is a multidisciplinary engineering, environmental and geologic consulting firm founded in 1964. GZA now has about
700 staff in 32 offices across the US. The GZA staff identified above are licensed professional geologists in multiple states,
including Virginia, have combined 100 years of hydrogeologic experience and are providing technical opinions as they
pertain to the hydrogeology of the region and Quarry Area as experts in mining properties, practices, and operations; and
the physical characteristics and interactions of mining on soil, bedrock, surface water, groundwater and earth science by
knowledge, skill, experience, training, and education. GZA was requested to review the Existing Quarry and Proposed
Quarry operations and independently opine on the degree and extent of potential impacts quarrying has had or may have
on the regional and local hydrogeology that includes springs, ponds, streams and groundwater.
GZA geologists familiarized themselves with the hydrogeologic conditions in the Existing Quarry and Proposed Quarry
vicinity, historical mining and groundwater use, and performed a reconnaissance of the area, quarries, springs, streams,
and ponds. GZA also reviewed and considered water supply well and surface water complaints that were recently raised
at public meetings and addressed those at the end of this Report.
On September 20, 2023, Mr. Krumenacher visited and observed the Existing Quarry(East Pit, Martin Pit, Pit#1, Pit#2, and
Pit #3); the Proposed Quarry property; Whetzel spring location; and nearby streams (Turkey Run, Clear Brook Run, and
Opequon Creek. During the September 20, 2023 visit, Mr. Krumenacher had no restrictions on access to the pertinent
areas or limitations on time and had opportunity to observe areas of interest. Information obtained from the site visit
included observations that were consistent with GZA's independent research and review and the findings and conclusions
presented in this Report.
The information reviewed by GZA during preparation of this Report included, but was not limited to the following:
• 1894, re-issued 1899, United States Geological Survey (USGS) Winchester W VA.-VA. Sheet 1:125,000 topographic
map;
• 1966, USGS 1:24,000 Quadrangle, Inwood, W. VA.—VA.;
• 1966, USGS 1:24,000 Quadrangle, Inwood ,W VA.—VA., photo revised 1979, photo inspected 1984;
• 1966, USGS 1:24,000 Quadrangle, Stephenson, W.VA.;
• 1966, USGS Quadrangle, Stephenson,W. VA., photo revised 1978;
• 1966, USGS 1:24,000 Quadrangle, Stephenson, W.VA., photo revised 1987;
• 2014, 2017, 2019, and 2021 aerial photographs, Frederick County GIS Planning Access Terminal,-
*
erminal;• 1985,through 2023 aerial photographs on Google Earth Pro;
• U.S. Drought Monitor' https://droughtmonitor.unl.edu/CurrentMap/StateDroughtMonitor.aspx?VA;
1 The U.S.Drought Monitor is produced through a partnership between the National Drought Mitigation Center at the University of Nebraska-
Lincoln,the United States Department of Agriculture and the National Oceanic and Atmospheric Administration.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 4
• 1962, Metcalf, Robert W., Calver,James, and Dorchak, Victoria M., Bureau of Mines, U.S. Department of the Interior
and Virginia Division of Mineral Resources, The Mineral Industry of Virginia;
• 1967, Drake Jr., Avery Ala and Epstein, Jack B., USGS, The Martinsburg Formation (Middle and Upper Ordovician) in
the Delaware Valley Pennsylvania-New Jersey, Contributions to Stratigraphy, Geological Survey Bulletin 1244-H;
• 1977,July, Hinkle, Kenneth R., and Sterrett R. McChesney, Shenandoah County Groundwater, Present Conditions and
Prospects, Planning Bulletin 306;
• 1986, November, Sweet, Palmer C.,Virginia Department of Mines, Minerals and Energy,Virginia Minerals,Vol 32, No.
4, Virginia's Lime Industry;
• 1986, Fichter, Lynn S., and Diecchio, Richard J., Geological Society of America Centennial Field Guide—Southeastern
Section,The Taconic Sequence in the Northern Shenandoah Valley,Virginia;
• 1996, Hollyday, E.F., and Hileman, G.E., USGS, Hydrogeologic Terranes and Potential Yield of Water to Wells in the
Valley and Ridge Physiographic Province in the Eastern and Southeastern United States, Professional Paper 1422-C;
• 2004, Swain, Lindsay A., Mesko, Thomas O., and Hollyday, Este F., USGS, Summary of the Hydrogeology of the Valley
and Ridge, Blue Ridge, and Piedmont Physiographic Provinces in the Eastern United States, Professional Paper 1422-
A;
• 2005, Harlow, Jr., George E., Orndorff, Randall C., Nelms, David L., Weary, David J. and Moberg Roger M., USGS,
Hydrogeology and Ground-Water Availability in the Carbonate Aquifer System of Frederick County, Virginia, Scientific
Investigations Report 2005-5161;
• Undated, Doctor, Daniel H., USGS, Mapping Sinkholes and Areas of Surface Water--Groundwater Interaction in
Relation to Geologic Structure;
• 2003,Orndorff, Randall C.,Weary, David J.,and Parker, Ronald A., USGS,Geologic Map of the Winchester Quadrangle,
Frederick County, Virginia;
• 2006, Weary, David J., Orndorff, Randall C., and Aleman-Gonzalez, Wilma, USGS, Geologic Map of the Stephens City
Quadrangle, Clarke, Frederick and Warren Counties, Virginia, USGS Open File Report OF-2006-1173;
• 2022, Weary, David J., Doctor, Daniel H., Orndorff, Randall C., USGS, Geologic Map of the Stephenson Quadrangle,
Frederick and Clarke Counties, Virginia, and Jefferson County,West Virginia;
• 2022,Weary, David J., Doctor, Daniel H.,Orndorff, Randall C., USGS,Geologic Map of the Inwood Quadrangle, Berkeley
and Jefferson Counties,West Virginia, and Frederick and Clarke Counties, Virginia;
• 1994, Orndorff, Randall C. and Goggin, Keith E. USGS, Sinkholes and Karst-Related Features of the Shenandoah Valley
in the Winchester 30' X 60' Quadrangle, Virginia and West Virginia;
• Virginia Department of Energy, Geology Mineral Resources sinkhole map, GIS-based website:
https://energy.virginia.gov/webmaps/GeologyMineral Resources/;
• 1987, Virginia Department of Mines, Minerals and Energy, Division of Mineral Resources, Geologic Map of Virginia;
• Virginia Administrative Code Title 12, Health Agency 5, Department of Health, Chapter 590. Waterworks Regulations
Part II. Operation Regulations for Waterworks;
• 2000, November, Science Applications International Corporation (SAIC), Hydrogeologic Evaluation Whetzel Spring
Supply Well, Frederick County, Virginia;
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 5
• 2000, May 17, SAIC, Log of OW-1-31E;
• 2000, May 22, SAIC, Log of SW-1-26 (Whetzel Spring Well);
• Undated, Frederick Water, Anderson Water Treatment Plant Well Monitoring;
• 2018, 2019, 2020, 2021, 2022, 2023, Frederick Water,Anderson Well Data;
• Frederick Water, Service Area Map, https://www.frederickwater.com/;
• Berkely County Public Service Water District, Service Area Map, West Virginia, https://www.berkeleywater.org/,-
0 NELUP-Plan A website Get Involved I Nelup Plana (nelup-plana.ore);
• Carmeuse core hole summary data;
• 2020, 2021, 2022, 2023, Carmeuse groundwater monitoring well water elevation data;
• 2018, 2019, 2020, 2021, 2022, 2023, Carmeuse water pumping data;
• September 8, 2023, telephone interview with a local water well driller; and
• September 20, 2023, Quarry Area reconnaissance.
CONCEPTUAL HYDROGEOLOGIC MODEL
The depth of information reviewed and researched by GZA as summarized above was relied on to some extent and
informed on the preparation of this Report. As presented below, the above sources were utilized to develop an
understanding of the hydrogeologic characteristics of the area and present facts on the history of quarrying in the area;
ground surface topography; surface water features such as springs, ponds, and streams; the soil types; the bedrock
structure and characteristics of the local limestone and shale; groundwater occurrence and movement; past, current and
proposed quarry dewatering; area groundwater use; and review of recent complaints pertaining to surface water and
water supply wells.
QUARRY HISTORY
1. A 1986 Virginia Department of Mines, Minerals and Energy report(Sweet, 1986)2 states that"W.S. Frey Company,
Inc., located about 7 miles north of Winchester in Frederick County,just east of Clear Brook, has been in operation
at this site since 1961."
2. An October 22, 2022 story in the Winchester Star (Carmeuse reveals future plans for its Clear Brook location)
states that quarrying in the area was occurring in the 1950s,which may have intended to state 1960s. The report
indicates that a tunnel was constructed beneath Brucetown Road that Carmeuse reports was in the 1960s, to
allow passage between the initial two mine pits, Pit#1 and Pit#2, shown on Figure 1.
3. Local quarrying also occurred in the early 1960s, approximately 1 mile southwest of the Carmeuse property, on
land now owned by the Frederick County Sanitation Authority, now Frederick Water,where depicted on Figure 1.
4. Sweet, 1986 reported at least 5 other limestone mining locations in Frederick, Shenandoah and Rockingham
counties, indicating a long history of limestone mining in the area.
5. USGS Quadrangle maps show that Pit #1, Pit #2, and a portion of the processing plant area on the Carmeuse
property were active in 1967, Pit#3 was active in 1979, and the East Pit was active in 1987. These pits and plant
area are shown on Figure 1.
2 1986,November,Sweet,Palmer C.,Virginia Department of Mines,Minerals and Energy,Virginia Minerals,Vol 32,No.4,Virginia's Lime Industry.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 6
6. Carmeuse reported that the Martin Pit (Figure 1) commenced development in 2018 as confirmed by aerial
photographs reviewed on Google Earth and the Frederick County GIS Planning Access Terminal.
7. The Martin Pit is the only Carmeuse pit that is actively being mined at the time of this Report. Each of the other
former quarries identified above are flooded or being flooded with water.
8. Frederick Water utilizes Pit#1 and Pit#2 as a potable water supply sources, pumping about 2 million gallons per
day (MGPD) and recharges the pits using two water supply wells (OW-1-31E at 0.5 MGPD and Whetzel Well 1
MGPD) installed in 2000 about 500 and 1,300 feet from Pit #2, respectively. The Frederick Water supply well
locations are shown on Figure 1.
TOPOGRAPHY AND SURFACE WATER
9. The Existing Quarry and Proposed Quarry are located in the Shenandoah Valley region of the Valley and Ridge
Physiographic province characterized by a repeating series of ridges(mountains)separated by valleys formed from
lateral forces that folded the bedrock strata.
10. The nearest ridges are North Mountain located about 5 miles west and Blue Ridge about 15 miles east of the
Existing Quarry and Proposed Quarry, as shown on Figure 2.
11. The ground surface generally slopes east from elevations greater than 1,000 feet on the ridges to an elevation of
about 465 feet at Opequon Creek about 2.5 miles east of the Quarry Area.
12. The Existing Quarry and Proposed Quarry properties are at approximate elevation 620 feet, midway between the
western ridges and the valley bottom at Opequon Creek.
13. In the Quarry Area, surface water flows east to Opequon Creek in a relatively closely spaced series of streams,
from less than %-mile to 1 mile apart, many of which emanate from springs located from less than 1 to 2 miles
west of the Quarry Area. The springs and streams are shown on Figure 3.
14. The springs near the Quarry Area are generally at ground surface elevation of 600 to 700 feet, providing an
indication of the groundwater elevation at those locations.
15. The streams near the Quarry Area are mapped as intermittent and/or perennial. Where perennial, which also
provides an indication of groundwater elevation, the approximate elevations range from 600 to 700 feet.
16. The streams and several of the springs are mapped on the USGS Quadrangle maps dating back to 1899 and are
shown on maps prepared in each decade since.
17. The springs and streams have been draining surface water and groundwater since the ridges and valley formed
and local development, including quarrying, has not materially altered the flow patterns.
18. During mining of each of the quarries in the area identified above and on Figure 1,groundwater and surface water
that accumulated in the quarry was temporarily pumped, as is ongoing in the Martin Pit, but after mining and
pumping stopped, the quarries filled with water.
19. The water elevation in the filled quarries is indicative of the groundwater elevation at those locations, similar to
the springs, groundwater fed ponds, and perennial streams in the area.
GEOLOGY
Soil
20. The soil in the area mapped by the United States Department of Agriculture (USDA) Natural Resource
Conservation Service (NRCS) was formed from the weathering of the underlying bedrock.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 7
21. At and east of the Existing Quarry, the soil is primarily mapped as channery loam 18 to 33 inches thick over
bedrock. Channery denotes the soil contains more than 15% by volume flat fragments of bedrock as long as 6
inches in dimension.
22. West of the Existing Quarry and at the Proposed Quarry, where the underlying bedrock is limestone, the soil is
comprised of greater than 80 to 90 inches of clay, the maximum depth of investigation by the NRCS.
23. East of the Proposed Quarry,the soil is also primarily mapped as channery loam 18 to 33 inches thick over bedrock
(shale).
24. The soil formed as the product of chemical and mechanical weathering of the underlying bedrock and reflects the
physical characteristics of the rock from which it was formed. Thus, the soil that formed from the weathering of
limestone and shale is fine-grained clay and silt.
25. Because the bedrock east of the Quarry Area also contains sandstone and conglomerate,the soil may also contain
sand and gravel-sized particles.
Bedrock
26. The bedrock in the Shenandoah Valley is geologically divided into two primarily rock types,carbonate(limestone)
at and west of the Quarry Area and the Martinsburg Formation, rock regionally referred to as shale with layers
of limestone and graywacke (clayey sandstone with a range of grain sizes) east of the Quarry Area.
27. The carbonate bedrock in the area includes the New Market Limestone, the target rock quarried by Carmeuse,
and the overlying Edinburg Limestone and underlying Rockdale Run Formation.
28. The bedrock overlying the Edinburg Limestone is the Martinsburg Formation, commonly referred to as a shale
which also includes limestone and sandstone.
29. The Existing Quarry and the Proposed Quarry are located along the eastern margin of the carbonate bedrock
area where limestone is the surficial rock. The limestone is present from the quarry properties to at least 1 to 2
miles west beyond the nearest ridges described above.
30. Bedrock geologic maps with locations of the prior, existing, and the Proposed Quarry highlighted are included as
Attachments 2 and 3.
31. The bedrock in the region is folded, forming the valley and ridge topography described above and as shown in
the cross-sections included on the geologic maps.
32. In the region that includes the Quarry Area the bedrock dips generally east at about 45 degrees.
33. Similarly, in the area of Opequon Creek and areas east, the bedrock dips generally west at about 45 degrees.
34. The east and west dipping bedrock form a syncline (Massanutten Synclinorium), a linear trough, with an axis
located about halfway between the quarry areas and Opequon Creek, as shown on the geologic maps.
35. The limestone that is mined at the Existing Quarry and proposed to be mined at the Proposed Quarry (the New
Market Limestone) is less than 250 feet thick, but due to the relatively steep dip, may be exposed at the ground
surface in relatively thin bands 250 to 500 feet wide; which is why the limestone quarries are generally long and
narrow but can be deeper than 250 feet.
36. The limestone is overlain by the Martinsburg Formation, generally referred to as shale. In the Quarry Area, the
shale is absent or thin, but from the eastern margins of the quarry areas to Opequon Creek, the shale is shown
on the geologic map cross-sections to be more than 3,000 feet thick.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 8
HYDROGEOLOGY
The groundwater system in the region is principally in the underlying bedrock. The overlying soil is thin and fine-grained,
so is not anticipated to provide suitable water storage for domestic use.
Limestone
37. The limestone is dense and fine-grained and saturated where present below the groundwater table surface.
38. Based on the elevation of springs and perennial streams near the quarries,and the soil thickness,the groundwater
elevation is generally at or near the top of bedrock.
39. The five springs located in the Quarry Area (Hot Run spring head water, Washington, Turkey Run head water,
Whetzel, and Branson) range in elevation from 590 feet (Whetzel) to 650 feet (Washington). The spring and
stream locations are shown on Figure 3.
40. A small unmapped spring was also reportedly present on the southern end of the Martin Pit but that areas was
recently excavated in accordance with state permits.
41. The USGS reported that many springs in the Shenandoah Valley"are associated with faults, suggesting that faults
may serve as important directional controls on ground-water flow."
42. Although saturated,the limestone's dense,fine-grained matrix will store and transmit very little groundwater and
is similar in character to dense concrete.
43. Photographs included in Attachment 6 taken in Pit #1 and the Martin Pit show the typical character of the
limestone bedding and jointing and dry nature of the quarry walls.
44. The groundwater storage and transmission (flow) in the limestone is in the joints derived from bedding planes
(spaces between rock layers) and fractures that formed in response to the forces that caused the bedrock layers
to fold. A schematic showing the conceptual groundwater flow in fractured carbonate bedrock is provided in
Attachment 4.
45. The joints are ubiquitous throughout the limestone and trend in parallel and perpendicular directions relative to
each other and generally transmit water where present below the groundwater table.
46. In some areas when the bedrock is resistant to folding, the forces cause the rock to break along a fault plane
moving rock upward or downward sometimes distances of hundreds of feet relative to the other side of the fault
plane. The faults are not always a single, thin plane, but a series of parallel faults and fractures (fault zone) over
hundreds of feet that can emanate for long distances (miles). Major faults are commonly included on the USGS
geologic maps. A fault located between the Martin Pit and the East Pit is evident on the geologic map and cross-
section in Attachment 3.
47. Joints in limestone bedrock may maintain an aperture(separation)that can provide a path for groundwater to be
transmitted vertically downward within the bedrock and horizontally from higher to lower elevations where it
discharges to surface water.
48. Other joints may be characterized by or be partially filled with broken rock that can be subject to dissolution by
mildly acidic precipitation and recharge water and erosion by flowing water.
49. These fractures provide the groundwater migration pathways from recharge, water that infiltrates the ground,
and enable the groundwater to flow from higher elevations to lower elevations discharging into the area streams
(Hot Run, Clearbrook Run,Turkey Run, Coyle Run, Duncan Run, and others). Streams are highlighted on Figure 3.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 9
50. Each of those streams transmit precipitation runoff and groundwater and ultimately discharge into Opequon
Creek.
51. Water supply wells installed in the limestone rely upon the bedrockjoints to transmit water to the well and,where
joints are infrequent, need to rely on the open well borehole to store water due to the low rate of groundwater
recharge to the well.
52. Based on a review of the Frederick Water distribution map and aerial photographs, there appear to be nine
residential or commercial buildings that may have limestone wells in the vicinity(within 1 mile)west of the Existing
Quarry,assuming other area buildings within the areas of the municipal water distribution systems are connected
to municipal water, which may not be the case. Limestone is only present north, south, and west of the Existing
Quarry.
53. Outside of the Frederick Water and Berkeley County,West Virginia distribution systems,aerial photograph review
identified approximately 10 residences%-to 1 mile west of the Proposed Quarry where limestone is mapped.
54. The Frederick Water distribution area and location of residences and commercial businesses within a 1-mile radius
of the East Pit are shown on Figure 4.
55. The Frederick Water and Berkeley County distribution areas and location of residences and commercial businesses
within a 1-mile radius of the Proposed Pit are shown on Figure 5.
56. Based on GZA's discussion with a local water well driller, water supply wells that are installed in the limestone
that is generally present north, south, or west of the Quarry Area are completed to depths of 200 to 500 feet.
57. Streams generally form in areas of weak rock caused by joints and faults, characteristics that can extend to great
depths.
58. Karst features formed by the dissolution of carbonate (limestone) bedrock may result in sinkhole formation.
59. Sinkhole occurrence is mapped by Virginia Department of Energy, Geology Mineral Resources with data plotted
on a GIS-based website: https://energy.virginia.gov/webmaps/GeologyMineralResources/.
60. Sinkholes are present throughout the band of carbonate bedrock present in the Shenandoah Valley, but occur at
a relatively low density as compared to the remainder of the valley in Frederick County, as shown on the figures
in Attachment S.
61. The low density of sinkhole formation in the Quarry Area during more than 70 years of mining indicates that there
is a low risk of future sinkhole development with the Proposed Quarry that will be shallower with less dewatering
than the Existing Quarry.
62. One relatively active sinkhole is reportedly present in the vicinity of Turkey Run north of the Proposed Quarry.
Anecdotal evidence from the local landowner/farmer is that the sinkhole has been forming there for decades and
is filled with rock and soil when it opens.
Shale
63. The bedrock present east of the Quarry Area to Opequon Creek is the Martinsburg Formation. See Geologic Maps
in Attachments 2 and 3.
64. The Martinsburg is present along an approximately 3-mile wide, north-south valley that extends through the
Shenandoah Valley.
65. The Martinsburg is reported by the USGS(online spatial data)to be predominantly shale with scattered limestone
and sandstone interbeds, particularly in the lower section.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 10
66. Rader and Biggs, 1976,3 reported that the Martinsburg contains three general rock types; a lower section of shale
and limestone, a middle flysch sequence (thin beds of shale or marl with sandstone or conglomerate), and an
upper sandstone.
67. Harlow et al.,' reported that the Martinsburg consists of interbedded shale and lesser graywacke siltstone and
graywacke sandstone and define the basal unit as the Stickley Run Member comprised of platy limestone and
calcareous shale.
68. Images of the three Martinsburg rock types taken from Google Earth Street View are provided in Attachment 6.
69. The term shale is used to denote rock comprised of fine-grained sediment smaller than sand in the range of silt to
clay (finest). Shale, also commonly referred to as mudstone, ranges from siltstone to claystone, none of which
may be comprised purely of silt or clay, but a gradational mixture, and may include a broad percentage of sand.
70. Near the quarries, the lower shale and limestone are likely present, which are described further as argillaceous
(shaley) limestone and calcareous (limey) shale.' See images of lower Martinsburg shale in Attachment 6.
71. Further east, halfway to Opequon Creek and toward the axis of the syncline (Massanutten Synclinorium), the
flysch deposits and sandstone may be present. See images of the middle flysch and upper sandstone of the
Martinsburg in Attachment 6.
72. Harlow et al., reported that the top of the Martinsburg (the sandstone) is not present in Frederick County.
73. The Martinsburg was studied in adjacent Shenandoah County (Hinkle and Sterrett, 1977)6 where it is present in
the same physiographic and geologic setting as in Frederick County.
74. Hinkle and Sterrett reported that the Martinsburg is the best groundwater-producing formation in the County, as
good as the limestone, and also reported good to excellent well yields when overlain by alluvial deposits (in the
area of streams).
75. The Martinsburg bedrock has several physical features that apparently makes it a reliable groundwater source.
The rock is in a folded, fractured, and faulted trough structure. The Martinsburg also contains limestone and
calcareous shale layers that can be subject to dissolution resulting in groundwater transmission pathways. The
Martinsburg also contains sandstone layers and, as shown in Attachment 6, is highly jointed, which provides
groundwater storage and increased bedrock permeability.
76. Streams generally form in areas of weak rock caused by fractures and faults, characteristics that extend to great
depths vertically.
77. The USGS geologic map in Attachment 3 includes an audio magnetotelIurics apparent electrical resistivity section
along a portion of the cross-section that depicts the subsurface near the Existing Quarry.
78. Apparent electrical resistivity surveys in bedrock are used to identify and distinguish, on a broad scale, between
competent bedrock (high apparent resistivity) and permeable bedrock (low apparent resistivity) that are jointed
and fractured.
3 Rader,Eugene K.,and Biggs,Thomas H.,1976,Geology of the Strasburg and Toms Brook Quadrangles,Virginia:Virginia Division of Mineral
Resources,Report of Investigations 45.
4 Harlow,Jr.,George E.,Orndorff,Randall C.,Nelms,David L.,Weary,David J.and Moberg Roger M.,2005, U.S.Geological Survey,Hydrogeology
and Ground-Water Availability in the Carbonate Aquifer System of Frederick County,Virginia,Scientific Investigations Report 2005-5161.
5 Fichter,Lynn S.,and Diecchio,Richard J.,1986,The Taconic Sequence in the Northern Shenandoah Valley,Virginia,Geological Society of America
Centennial Field Guide—Southeastern Section.
6 Hinkle,Kenneth R.,and Sterrett,R.McChesney,July 1977,Groundwater of Shenandoah County,Virginia,Valley Regional Office Virginia State
Water Control Board Bureau of Water Control Management,Planning Bulletin 306.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 11
79. The apparent electrical resistivity survey shows that the central portion of the area mapped with the Martinsburg,
centered on the axis of the Massanutten Synclinorium, exhibits a low apparent electrical resistivity indicative of
saturated permeable bedrock to great depths.
80. Based on GZA's conversation with a local water well driller, water supply wells are installed in the shale at depths
of 200 to 600 feet and typically produce 5 to 10 gallons per minute (gpm) and can produce up to 20 gpm.
81. Hinkle and Sterrett reported that the water quality in the shale is similar to that in the limestone, although it is
not as hard and contains higher than average iron and manganese concentrations that are greater than state and
federal drinking water standards.
82. Water quality in shale commonly contains minerals that may impart odor, color, or sediment in the water. A local
well driller told GZA that the water from the shale commonly contains high iron, sulfur, and other minerals.
83. Outside of the Frederick Water distribution system, aerial photograph review identified 54 residences or
commercial buildings within a 1-mile radius of the Existing Quarry that likely have wells installed within the shale.
Those wells are generally%-to 1 mile from the Existing Quarry.
84. Outside of the Frederick Water and Berkely County,West Virginia distribution systems, aerial photograph review
identified 57 residences or commercial buildings within a 1-mile radius of the Proposed Quarry that likely have
wells installed within the shale. Those wells are generally%-to 1 mile from the Proposed Quarry.
85. The Frederick Water and Berkely County, West Virginia water distribution area and location of residences and
commercial businesses within a 1-mile radius of the Proposed Quarry are shown on Figure 5.
86. Commonly, limestone and shale would be considered two hydrostratigraphic units, the limestone an aquifer and
the shale a confining layer or aquitard.
87. Based on the physical characteristics of the Martinsburg described above and evident in photographs contained
in Attachment 6, such as low- and high-angle joints, faults, and granular layers (flysch and sandstone), it is
reasonable to consider the limestone and shale in the Quarry Area to be one hydrostratigraphic unit, or one
aquifer.
88. Harlow et al.,focuses on the carbonate aquifer that overlies the Martinsburg,and do not describe the Martinsburg
as a distinctly separate aquifer or as an aquitard.
89. Although one hydrostratigraphic unit, the Martinsburg likely contains localized confining layers where joints are
not as prevalent; however, those areas would be localized and not have a major influence on the overall
transmission of groundwater in the region. Examples of that condition are evident in photographs of the
Martinsburg lower unit in Attachment 6.
HISTORICAL AND CURRENT QUARRY DEWATERING
90. Quarry dewatering has been ongoing in the Quarry Area since at least the 1960s.
91. The dewatering rate at each of the quarries is not known and is anticipated to be a function of the quarry size and
depth.
92. Quarry pumping data provided by Carmeuse for the East Pit ranged from about 0.6 to 1.4 MGPD (400 to 1,000
gallons per minutes [gpm])and averaged about 1.0 MGPD (700 gpm). The broad range in pumping data is due in
part to variations in flow estimating that are based on pump curves, pumping elevations and piping lengths and
drought conditions.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 12
93. The estimated surface water drainage area into the East Pit is about 135 acres. Based on the average annual
precipitation of 42 inches per year,the average annual precipitation contribution to the annual pumping from the
East Pit was about 0.4 MGPD, (300 gpm), or about 30%to 70%of the total water pumped from the quarry.
94. The estimated groundwater pumped from the East Pit ranged from 0.2 to 1.0 MGPD (150 to 700 gpm), in the
range of pumping rates reported by Frederick Water from their two production wells at the Anderson Treatment
Plant.
95. Quarry pumping data provided by Carmeuse for the Martin Pit for 2018 through 2023 ranged from about 0.6 to
0.7 MGPD (450 to 500 gpm).
96. The estimated surface water drainage area into the Martin Pit is about 60 acres. Based on the average annual
precipitation of 42 inches per year,the average annual precipitation contribution to the annual pumping from the
Martin Pit was about 0.2 MGPD (130 gpm), or about 30%of the total water pumped from the quarry.
97. The estimated groundwater pumped from the Martin Pit ranged from 0.4 to 0.5 MGPD (300 to 350 gpm), less or
equivalent to the lower capacity pumping well utilized by Frederick Water at the Anderson Treatment Plant.
98. Little to no groundwater was observed by GZA entering the walls of Pit#1, Pit#2, Pit#3, the East Pit and Martin
Pit,which is consistent with the low pumping rates reported by Carmeuse (see photographs in Attachment 6).
99. In GZA's experience, the estimated groundwater withdrawal rates less than 1,000 gpm are very low for a
carbonate bedrock quarry where rates as high as 20 to 30 MGPD or 15,000 to 20,000 gpm may occur.
100. Data available to predict the rate of quarry filling is from the East Pit, where groundwater pumping ended in late
2021, and water elevations measured by Carmeuse indicate the East Pit had filled with more than 230 feet of
water by September 7, 2023; an average rate of about 750,000 gallons per day.
101. The observed average rate of East Pit filling with precipitation and groundwater is consistent with the estimated
pumping rates from the quarries.
102. The geology of the various quarries is similar, so it is reasonable to believe that the historical dewatering rates
since the early 1960s were consistent with the current dewatering rates at the Existing Quarry.
103. Quarries that were dewatered and then reflooded naturally with groundwater include the now County-owned
quarry about 1 mile southwest of Carmeuse, Pit#1, Pit#2, Pit#3, and the East Pit. In each quarry, except the East
Pit, which is still reflooding, the groundwater level returned to pre-dewatering elevations.
104. The water levels in the local springs, streams, and ponds provide the most relevant and reliable evidence of the
impact of local quarry dewatering on the groundwater table surface.
105. The position of the Quarry Area and high density of springs, streams, and ponds in the folded regional bedrock
trough fed by groundwater recharge from nearby ridges and thin soil overjointed and faulted generally permeable
bedrock make the variety of permanent water features the surface expression of groundwater.
106. During the history of quarry dewatering, it is reasonable to believe, anecdotally(due to lack of documentation or
reports to the contrary which would be expected), and based on a review of aerial photographs, that the local
springs kept flowing;these include the following:
a. Hot Run spring headwater located approximately 2,600 feet from the East Pit and 2,000 feet from the Martin
Pit;
b. Washington Spring located approximately 4,600 feet from the East Pit and 3,900 feet from the Martin Pit;
c. Slate Run spring headwater located approximately 1,500 feet from Pit#1 and 1,300 feet from Pit#2;
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 13
d. Whetzel Spring, located approximately 500 feet from Pit#3 and 1,400 feet from Pit#2; and
e. Turkey Run spring headwaters located approximately 500 feet from Pit#3.
107. During the history of quarry dewatering, based on the same premise as with the springs that the streams kept
flowing;these included the following:
a. Hot Run located approximately 300 feet from the East Pit;
b. Clearbrook Run located approximately 300 feet from the Martin Pit and East Pit before dewatering water is
added to it near the East Pit;
c. Slate Run located approximately 1,500 from Pit#1 and 1,300 feet from Pit#2; and
d. Turkey Run located approximately 3,000 feet from Pit#3.
108. During the history of quarry dewatering, based on the same premise as with the springs, the nearby ponds
retained their water; these include the following:
a. The pond fed by Hot Run spring located approximately 750 feet from the East Pit and 900 feet from the Martin
Pit;
b. Two unnamed ponds along Hot Run located approximately 600 and 900 feet south of the East Pit, respectively;
c. Clearbrook Park pond located approximately 1,400 feet from Pit#1, 1,300 feet from the East Pit, and 500 feet
from the Martin Pit; and
d. At least six other small ponds (0.1 to 2 acres in size) present since at least the early 1960s, based on their
presence on 1966 USGS Quadrangle maps, that are within 1 mile east of the East Pit, Pit#1, and Pit#2.
109. During dewatering, historically, there were no known problems with water supply wells, at least none are
documented that can be referenced. Discussion with a local water well driller confirmed, anecdotally, that there
is no history of well problems in the Quarry Area.
110. A previous hydrogeologic evaluation of the quarries in the Clear Brook area by Science Applications International
Corporation (SAIC), cited by Harlow et al., estimated a reliable yield of 2.17 MGPD and identified "no adverse
effects from the withdrawal on the aquifer or other ground-water users in the area.`
111. The bedrock type, elevation, structure, and dewatering rate estimated by SAIC are similar to the Existing Quarry
with no adverse effects identified.
112. Harlow et al. reported that a groundwater flow model prepared by Burbey (2003) indicated that groundwater
drawdowns associated with quarry dewatering occurs primarily"in the immediate vicinity of the quarries,and are
asymmetric, extending southward and slightly northward (along the strike of the geologic units) however, little
water-level decline extends west of the quarries and may indicate a hydrologic boundary or decreased
permeability in this direction."' The Stephens City quarries are also in the New Market Limestone in a similar
structural condition with steep dips and faulting as the Existing Quarry and Proposed Quarry.
113. The favorable geology that minimizes the groundwater drawdowns west and east of the Quarry Area is evidenced
by the flowing springs and streams, ponds, and productive water supply wells located east and west of the
quarries.
7 Harlow,Jr.,George E.,Orndorff,Randall C.,Nelms,David L.,Weary,David J.and Moberg Roger M.,2005,Hydrogeology and Ground-Water
Availability in the Carbonate Aquifer System of Frederick County,Virginia,Scientific Investigations Report 2005-5161.
8 Ibid.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 14
114. Groundwater level data provided by Carmeuse for wells installed near the Existing Quarry show little impact of
quarry dewatering on the groundwater elevations. A residential well located about 300 feet west of the Martin
Pit shows water levels 150 feet higher than the quarry floor, indicating very little drawdown in the aquifer and a
very limited cone of depression to the west.
115. Similarly, groundwater level data from a monitoring well installed about 600 feet north of the East Pit shows
groundwater to be at least 140 feet higher than in the East Pit water level as of September 2023, indicating very
little drawdown in the aquifer and a very limited cone of depression to the north.
116. In the Proposed Quarry area, the same geologic setting will minimize groundwater drawdown impact to Turkey
Run, Coyle Run, Duncan Run, the nearby springs and ponds, and nearby water supply wells.
117. Recent public discussions about quarry expansion resulted in several public and a couple of private comments
about water supply well and surface water quantity and quality concerns that citizens have attributed to the
Existing Quarry. As an apparent recent phenomenon, these comments do not seem to represent a history of
problems with operations of area quarries as anecdotally stated by the local water well driller based on his
experience in the area. Each comment is addressed later in this Report.
PROPOSED QUARRY DEWATERING
118. The lack of documented impacts of dewatering of at least six quarries since at least the early 1960s on nearby
springs, streams, ponds, and water supply wells provides the most reliable predictions for expectations of
potential impacts from the Proposed Quarry.
119. The Proposed Quarry will extract from the same bedrock unit as the other six quarries and, specifically, from the
same geologic position relative to a major fault as Pit#3, mined to elevation 500 feet and planned to be mined to
elevation 380 feet, and the Martin Pit, planned to be mined to elevation 320 feet.
120. Pit#1, Pit#2,and the East Pit were mined from the opposite downward side of the fault, resulting in the formation
being deeper, at a lower elevation. The East Pit was mined to a bottom elevation of 160 feet.
121. Because of the geologic position relative to the fault,the bottom elevation of the Proposed Quarry will be similar
to that of the Martin Pit and extend to elevation 300 feet, 140 feet higher elevation than the dewatering that
occurred for many years in the East Pit.
122. Although dewatering is ongoing at the Martin Pit,the East Pit has filled with water from the base elevation of 160
feet, to elevation 390 feet as of September 7, 2023.
123. The much higher Proposed Quarry bottom elevation means there will be an even lower potential for impact to
nearby surface water or groundwater resources compared to the area of the much deeper East Pit where there
has been no demonstrated negative impact.
AREA POTABLE WATER SUPPLY WELLS
124. GZA identified 54 possible potable water supply wells based on the presence of residential and commercial
buildings observed on aerial photographs%-to 1 mile east of the East Pit and nine possible wells west of the East
Pit.
125. The areas north, south, and west of the East Pit are within the Frederick Water distribution and are assumed to
be connected to the Frederick Water distribution or at least have the option to connect.
126. The nine possible wells located west of the Existing Quarry are presumed to be installed in limestone and the 54
possible well locations identified east of the Existing Quarry are presumed to be installed in the shale/Martinsburg
Formation.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 15
127. During the history of Existing Quarry operations, complaints about water supply wells were made only recently
(May to August 2023) and are discussed in the section below.
128. GZA identified 72 possible potable water supply wells based the presence of residential and commercial buildings
observed on aerial photographs within 1 mile of the Proposed Quarry.
129. The areas north, south, and partially west of the Proposed Quarry are within the Frederick Water or Berkely
County,West Virginia distribution and are assumed to be connected to the Frederick Water distribution or at least
have the option to connect.
130. Of the 72 well locations identified, 15 are believed to be installed in the limestone %- to 1 mile west of the
Proposed Quarry and 57 are believed to be installed in the shale primarily%-to 1 mile east of the Proposed Quarry;
three of the 57 are located %-to 1 miles northeast of the Proposed Quarry.
131. Three of the four recent complaints of grit, sediment, or film on toilet water were from residents located about
1% miles southeast of the Proposed Quarry and more than 1%to 1% miles from the Existing Quarry.
132. More than 80%of the presumed shale wells referenced above east of the Proposed Quarry are also located within
1 mile of the Frederick Water Anderson water treatment plant property where they are pumping 2 MGPD from
Pit#2 and wells and 1.5 MGPD from wells (OW-1-31E at 0.5 MGPD and Whetzel Well 1 MGPD) into Pit#2.
REVIEW OF RECENT SURFACE WATER AND WATER SUPPLY WELL COMPLAINTS
GZA reviewed two surface water and seven water supply well complaints received by Carmeuse in 2023, since the public
meeting to discuss the Proposed Quarry. If there were additional historical water-related complaints, the current
Carmeuse management is not aware of them. The surface water complaints, each paraphrased from public testimony,
pertained to the following:
• Winchester (City) resident alleged that Carmeuse's operations have ruined the Redbud Run that comes out of the
limestone and by removing the limestone they are removing the water's natural filtration into that creek.
• Jeremiah Lane resident alleged that there was no water in a pond, no streams anymore, no natural spring.
Redbud Run
1. Redbud Run is located approximately 3 miles southwest of the southern extent of the East Pit and Martin Pit and
flows through/adjacent to two industrial parks.
2. In addition to Hot Run located 300 feet from the Martin Pit and East Pit, Hiatt Run, Lick Run, and several smaller
associated tributaries are located between the Existing Quarry and Redbud Run.
3. Groundwater in the vicinity of the Existing Quarry does not discharge to Redbud Run, but flows to the east.
4. This complaint was also filed with Virginia Energy and according to their report on September 7, 2023, "The
complainant felt her worries were somewhat exaggerated and would like to withdraw this complaint."
5. Virginia Energy concluded, "The complainant is approximately 3.9 miles from the mine permit. It is unlikely that
mining activity affects Redbud Run or any other streams or ponds in that area."
6. As documented above,the historical and Existing Quarry have not affected the local springs, streams, and ponds as
close as 300 feet from the Quarry Areas;therefore, Redbud Run would not be affected.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 16
Jeremiah Lane
1. The pond in question is located approximately 1 mile north of the Martin Pit and East Pit.
2. The pond was apparently excavated in 2006-2007, over approximately 2.8 acres. Aerial photographs indicate that
in August 2007, the pond was dry.
3. In October 2010, ponded water was evident in the east and west ends of the excavation.
4. Aerial photographs between 2010 and 2023,show wet and dry periods with the ponded water on the western areas
not always present.
5. A 2019 aerial photograph on the Frederick County Planning Access Terminal shows the entire 2.8-acre pond area to
be flooded.
6. The pond was excavated in an area mapped with upland Oaklet Series soil, at least 90 inches (7.5 feet) of firm clay.
7. The area excavated was apparently a broad topographic Swale, but was not mapped by the USGS as a stream or
spring.
8. The nearest mapped streams are Clearbrook Run about%-mile south and Turkey Run about%-mile north.
9. Based on mapped soil type and topographic position, the pond was excavated in an area that could capture and
hold surface water drainage from uplands located primarily to the west, but the pond does not appear to be
groundwater fed and could not be impacted by quarry dewatering.
10. There is no hydraulic connection between the alleged dry pond, stream, and spring and the Existing Quarry.
The water supply well complaints, each paraphrased from contact with Carmeuse or public testimony, pertained to the
following:
• A 14-foot-deep, pre-Civil War, hand-dug well within %-mile of the Martin Pit;
• A dry well greater than %-mile east of the East Pit; and
• Grit in a well within %-mile east of the East Pit;
• Three complaints of grit, sediment, or film on toilet water greater than 1 mile southeast (1) and 1% to 1% miles
northeast (2) of the East Pit.
• Always has bad water quality in well.
Hand-Dug Well
1. It is an unusual circumstance to have an operating well of that age and construction.
2. Although the well has obviously been through similar conditions as the current moderate to severe drought, its
recently reported dry condition may be due to the drought.
3. The recent and historic use of the well is not known; i.e., daily, occasional, etc.
4. The well was apparently not affected by several decades of dewatering in the East Pit approximately 1,000 feet east,
but may have been affected by recent dewatering in the Martin Pit, located a similar distance to the north, due to
the anisotropy associated with the bedrock structure in the region,as described above,which indicates groundwater
drawdowns will occur primarily north and south of the quarries.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 17
Dry Well
1. The well is located more than %-mile (about 2,800 feet) east of the East Pit.
2. The owner said the well was 135 feet deep. No well log or written records were provided. The well was present in
1975, when the owner bought the property, so it was at least 48 years old.
3. The owner stated that they felt a quarry blast in October 2019, and that sediment increased in their well after that
date.
4. The owner stated that the well was muddy on June 9, 2021 and on June 15, 2021. A water well driller verified that
the well was dry in June 2021, and a new well was drilled to 300 feet that produced water that flowed naturally
under artesian conditions to above the surface on the property, confirming that groundwater levels remained high
(above grade) and have not been adversely affected by quarry dewatering.
5. Based on review of aerial photographs,there are approximately 30 water supply wells located closer to the East Pit
than this "dry" well.
6. The ground surface at the well location is about elevation 560 feet.
7. Clearbrook Run is located about 150 feet from the well at approximate elevation 550 feet, indicating that
groundwater elevations remain high in the area of the well as also confirmed by the above-grade water level in the
replacement well.
8. Clearbrook Run is mapped as perennial in the area of the dry well and should contain water at an elevation indicative
of the groundwater table surface.
9. The well may have failed for a variety of reasons and it is difficult or impossible to opine on the cause without having
been able to examine the well.
10. The location of the well relative to a consistent and reliable stream, the presence of at least 30 wells in the same
general bedrock closer to the Existing Quarry, and the above-grade water level in the replacement well suggest that
quarry dewatering is not the cause.
Wells with Grit, Sediment, Film on Toilet
1. The nature and extent of the grit, sediment, and film on toilet is not known, as these were comments raised at a
recent public meeting.
2. Grit and sediment are frequently observed in wells installed in fine-grained, soft, easily erodible bedrock such as
shale and such a condition is not necessarily an attribute caused by local bedrock quarrying.
3. The nature of the grit, sediment, and film and well construction and water system would need to be reviewed to
opine on the causes of the reported observations.
4. The location of most of these complaints, 1%to 1% miles from the Existing Quarry and the presence of more than
50 wells without these reported issues in the same general bedrock closer to the Existing Quarry suggests that
quarrying activities are not the likely cause.
Bad Water Quality
1. This well is located about 1% miles from the East Pit.
2. Bad water quality is a subjective term and usually indicates the presence of dissolved metals, the odiferous sulfur
compounds, and/or total dissolved solids in water from the well.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 18
3. Hinkle and Sterrett reported that the water quality in the shale contains higher than average iron and manganese
concentrations greater than state and federal drinking water standards. The elevated dissolved iron and manganese
concentrations in water from wells in the Martinsburg Formation indicate groundwater with naturally low oxidation-
reduction potential, a common occurrence in shale, which results in naturally poor tasting water, water that stains
porcelain and appliances, and commonly contains sulfur odor.
4. A local well driller told GZA that the water from the shale commonly contains high iron, sulfur, and other minerals.
5. The water quality at the well in question is likely a naturally occurring condition in the shale aquifer and likely not
attributable to operations of the Existing Quarry.
A water well complaint was also filed with Virginia Energy on July 24, 2023. According to the Virginia Energy report, "The
complainant said that their residence is approximately 2% miles from the Carmeuse operation. They have noted that the
well (about 150 feet deep) has more sediments in the water since around 2015. There is also a smell to the water. A
nearby spring dried up in 2022. Has concerns with dust and noise also." Based on Virginia Energy observations,
understanding of groundwater dewatering and distance to the complainant's well, Virginia Energy concluded on
September 9, 2023 that"[n]o enforcement action will be taken at this time."
RECOMMENDED GROUNDWATER LEVEL MONITORING NETWORK
GZA reviewed Carmeuse's Rezoning Proffer Statement submitted July 2023, and in particular Section 8 "Ground Water"
which offers repairs to damage caused by mining to water supply wells on Surrounding Property, defined to be within
1,500 feet of the Proposed Quarry property. Based on the size of the Proposed Quarry property, the well protection will
extend up to 2,500 feet west, up to 5,000 feet east, up to 3,500 feet north and up to 5,500 feet south of the Proposed
Quarry property. Based on our understanding of the hydrogeologic model as described in this Report, Carmeuse's
commitment to the County and the surrounding community is greater than the potential impact and industry standard of
care for this geologic setting and the proposed scale of operation.
To help predict and avoid unnecessary interruption in use of potable water supply wells and gather data on local surface
water resources, we recommended additional surface water and groundwater monitoring locations for consideration as
summarized below for the Existing Quarry and Proposed Quarry areas.
Existing Quarry
During the period of mining and dewatering in the Martin Pit:
1. Continue monitoring water levels in the residential water supply well at 3144 Martinsburg Pike west of the Martin
Pit and in monitoring well WI-UG-22-01 on the north side of the East Pit.
2. Continue to monitor the water level recovery and water level in the East Pit until water is either pumped into it
from another source or water is pumped out of it.
3. Consider monitoring water levels in an additional residential water supply well west of the Martin Pit along
Waverly Road if permission can be obtained.
4. Consider monitoring water levels in an additional residential water supply well east of the East Pit along Walters
Mill Lane or Gun Club Road, Highway 666, if permission can be obtained.
5. Consider monitoring surface water levels in the Clearbrook Park Pond if permission can be obtained.
6. Consider monitoring surface water levels in the Hot Run pond southwest of the Martin Pit if permission can be
obtained.
September 25,2023
File No. 20.0158489.00
Site Conceptual Hydrogeologic Model
Page 1 19
Proposed Quarry
Prior to and during the period of mining and dewatering in Pit#3 and the Proposed Quarry:
1. Continue monitoring water levels in monitoring well WI-LGT-21-09,WI-LGT-21-11, and WI-GUM-20-03.
2. Consider installation of an additional well for monitoring water levels in the limestone in the western margins of the
Proposed Quarry property north of Branson Spring Road.
3. Consider monitoring water levels in one or two residential water supply wells west of the Proposed Quarry along
Thistle Lane,Joline Drive, or F23 if permission can be obtained.
4. Consider monitoring water levels in the Carmeuse-owned residential water supply well northeast of the Proposed
Quarry along Woodside Road.
5. Consider monitoring water levels in a residential water supply well east of the Proposed Quarry along Grace Church
Road if permission can be obtained.
6. Consider monitoring surface water levels in the Branson Spring pond if permission can be obtained.
J:\158400to158499\158489 Carmeuse Winch ester\Report\FINA L 20.0158489.00 Prelim Conceptual Hydro Mode l_Winchester VA 9-25-23.docx
FIGURES
f -
jitt
r +' i�•i+.
LL
�# ��, Z�� � *A +! r . .� I itura - + •i' 1 • I
I V
�� t � „� ��,� O �r� Ate' .f• � •.� �� .
IN
• s i�:
• � � ...- r °�.. ` _.�y'�4�. .� -
lam
l ! w
i
•:/ 1
r .x L4Y i� yC.'1t"'x"ary�?Y - , o '.r'r. T`t+' ,,e- `�•,i
�� ..�+`""•. __ t.... � ;ase $ ti •��` �. � ` - _ '+•• ' e °r � '� �4�'� �" 1 `
tt� i
jJ
uw
3 � :• ? '-1�
_^ •rye ,�}• . � �1 `� ��,
( -1 - Ali�f .tie. 'a� x�4•1
I _
r` A+ � � /`I,�i •_ray - �
L_k
IF
En
�',� co
��,. f_ r. r: ,; .� 461 .. •+rte,- T�"�i'..�•!q, O
..+ I
L`Pt
,
t� - � �� � �• _ m �� - - it � .-�
�vl tie.f
Y'
'
1
� __• �. 1 til � "' � � i/} I ...�� � I.
-
sr V K•, �.-A .
-
S F
L ' \
— r
f JO
IW
LL
y� I
i
II
s �.r
- � �`Y. Y �•� � _ `�`Y^M; q ,.'rfii`.S."�� �+�,_ ,l''tics 5 �1 y 1 C+7
• r
• � �: ,. x-,'' of ,.. .
� s
S
_- � � ° _ _ ,.r• � � � +�`'� � � � � '• of
cl
Io
4 Y 3
At
LO
lit
CIO
LV
ov
`+_. ,rte. t,! .. � •.,
�' � � �� LSI � �- * - '� 5 / - '['.C• ep �'
�� - �• � � �`ti7"` � ,A of s
D
\
4A,
Op- �
�C
� yl
6 til l}F.._ .�*iU � •'-1t w ��j•. ,� � _a' y�, �'( s. �� "•
�I L ` '4,•� � ���� �. Y ham- ` I
J
�• � Ems• G �. �,.� �� �'�,�:� i
L 0)
co
L W _ ;•
ry U
U
N -
i
O ar
N
U `
T ^, ID ■
U
ye [V
s
a�
i
r
co
ca
r -
L
Z
• :1
� • o
i
co
\ a
'r• \ 1
• f jj��
1
art4 �w
—...! '� !
LU
ry
/ 1 a
CO
'i
• __
1 �
}
1
1
■ ; .,, �. co
CD
LU
ATTACHMENT 1
Limitations
HYDROGEOLOGICAL LIMITATIONS
USE OF REPORT
• GZA GeoEnvironmental, Inc. (GZA) prepared this Report on behalf of, and for the exclusive use of our Client for the
stated purpose(s) and location(s) identified in the Proposal for Services and/or Report. Use of this Report, in whole or
in part, at other locations, or for other purposes, may lead to inappropriate conclusions; and we do not accept any
responsibility for the consequences of such use(s). Further, reliance by any party not expressly identified in the
agreement,for any use,without our prior written permission, shall be at that party's sole risk, and without any liability
to GZA.
STANDARD OF CARE
• GZA's findings and conclusions are based on the work conducted as part of the Scope of Services set forth in the
Proposal for Services and/or Report and reflect our professional judgment. These findings and conclusions must be
considered not as scientific or engineering certainties, but rather as our professional opinions concerning the limited
data gathered during the course of our work.Conditions other than described in this Report may be found at the subject
location(s).
• GZA's services were performed using the degree of skill and care ordinarily exercised by qualified professionals
performing the same type of services,at the same time,under similar conditions,at the same or a similar property. No
warranty, expressed or implied, is made. Specifically, GZA does not and cannot represent that the Site contains no
hazardous material, oil, or other latent condition beyond that observed by GZA during its study. Additionally, GZA
makes no warranty that any response action or recommended action will achieve all of its objectives or that the findings
of this study will be upheld by a local, state, or federal agency.
• In conducting our work, GZA relied upon certain information made available by public agencies, Client and/or others.
GZA did not attempt to independently verify the accuracy or completeness of that information. Inconsistencies in this
information which we have noted, if any,are discussed in the Report.
SUBSURFACE CONDITIONS
• The generalized soil profile(s) provided in our Report are based on widely-spaced subsurface explorations and are
intended only to convey trends in subsurface conditions. The boundaries between strata are approximate and idealized
and were based on our assessment of subsurface conditions. The composition of strata, and the transitions between
strata, may be more variable and more complex than indicated. For more specific information on soil conditions at a
specific location refer to the exploration logs. The nature and extent of variations between these explorations may not
become evident until further exploration or construction. If variations or other latent conditions then become evident,
it will be necessary to reevaluate the conclusions and recommendations of this Report.
• Water level readings have been made, as described in this Report, in and monitoring wells at the specified times and
under the stated conditions. These data have been reviewed and interpretations have been made in this Report.
Fluctuations in the level of the groundwater however occur due to temporal or spatial variations in areal recharge rates,
soil heterogeneities, the presence of subsurface utilities, and/or natural or artificially induced perturbations. The
observed water table may be other than indicated in the Report.
COMPLIANCE WITH CODES AND REGULATIONS
• We used reasonable care in identifying and interpreting applicable codes and regulations necessary to execute our
scope of work. These codes and regulations are subject to various, and possibly contradictory, interpretations.
Interpretations and compliance with codes and regulations by other parties is beyond our control.
INTERPRETATION OF DATA
• Our opinions are based on available information as described in the Report, and on our professional judgment.
Additional observations made overtime,and/or space, may not support the opinions provided in the Report.
CONCEPTUAL SITE MODEL
• Our opinions were developed, in part, based upon a comparison of site data to conditions anticipated within our
Conceptual Site Model (CSM). The CSM is based on available information,and professional judgment. There are rarely
sufficient data to develop a unique CSM. Therefore, observations over time, and/or space, may vary from those
depicted in the CSM provided in this Report. In addition, the CSM should be evaluated and refined (as appropriate)
whenever significant new information and/or data is obtained.
ADDITIONAL INFORMATION
• In the event that the Client or others authorized to use this Report obtain additional information on environmental or
hazardous waste issues at the Site not contained in this Report, such information shall be brought to GZA's attention
forthwith. GZA will evaluate such information and, on the basis of this evaluation, may modify the conclusions stated
in this Report.
ADDITIONAL SERVICES
• GZA recommends that we be retained to provide services during any future investigations, design, implementation
activities, construction, and/or property development/redevelopment at the Site. This will allow us the opportunity
to: i)observe conditions and compliance with our design concepts and opinions; ii) allow for changes in the event that
conditions are other than anticipated; iii) provide modifications to our design; and iv) assess the consequences of
changes in technologies and/or regulations.
ATTACHMENT 2
Geologic Map—Inwood Quadrangle
1
U.S.Departmem a7 the Interim S,matific Myntigati,,S Map 398]
U.S.Geological Survey Sheet 3 of 9
CO—1—OMMAI'UNM
use ar e
I I I
r
w.N /
� 1 1
7-
j
� 1 0... �,v Deme- Is zmtnv
h.
,r r
N/ h amara
I
q U�ul
Cev010 11-1 11e05ns
r
h
A
F Fn.
I lee e—lfl 1.1) a°n,
I
n.
in
y
F , I ® et,n 1 11 wniunal
,
d I _
II. Ir:ray F�7
t F� y 4„ I 4 _h I w x nn.a r.w e e. csw er ar.am Nnnc•e.a nr aaeo.am unq
c
I <
L _. t ;% I o¢ ' -I`N Ih ur�no.�sdroa roo�rcor errx�n ro. .s(n'ar eo ao.ca..)
mm.,
h
m
l I �..• � / — �, J ����. � � j .,,kse,m.aw Nnn' Mww�u,mUuoJ
F
I'
I y. F / � N 01'O h SVMO6
I /
c
µ
Iw �
E
al�� fa' / �j yn T —r eWp�rmi meuh a'iatl,Jwetln rereconae eM1 tte m�beron
j h ,� h" ( + F l T rea cen ea M,r eonon
I 1
/y
A
r /
gra e>1m ,a
y
r.
_I I
r,
I e, mY / l g•
?e= I
nr
no/
a.
� v c
a � c
I
/ I
I
A.
6 / q
w
l
M .Fw.
1
a
s
/
smr
r F� / / � �✓ c e��l rea4o
-
�/ i- f/4N� II\\ / � con emt a .9c9�rrnion wmen
/71
0
-111L.12-11
C, Y
.0
= is
ao s a
o,
o,
� om
Geologic Map of the Inwood Quadrangle,Berkeley and Jefferson Counties,West Virginia,
and Frederick and Clarice Counties,Virginia
By
David J.Weary,Daniel H.Doctor,Randall C.Orndorfl
2022
ATTACHMENT 3
Geologic Map—Stephenson Quadrangle
U.S. ......
of...Interior Sci-fm Ieve»igon—Map 3981
U.S.Geological Semev BM1eef 1.1179
«<oo
Al
l
r
I
a f4-1
�F
/ e
..........
..,�„u�
r
Wa..
H
1 r
n F
a
1 "FI
r
p9 �
I � %
f t i
v t
F 4 „' I' �x maeerrnPeeas
/
1 ' x
1
> 1
�.....
f^'
i
t a 1
/
1
til. w
i/
r I
� I
x
p ,
n E
J
a
I I I
y
I I 6o uu
T
I
0
F n = e
3
Geologic Map of the Stephenson Quadrangle,Frederick and Clarke Counties,Virginia,
and Jefferson County,West Virginia
By .,.=oa...,
David J.Weary,Daniel H.Doctor,Randall C.Orndor0
2D22 m.. ..�� o.....
ATTACHMENT 4
Schematic of Conceptual Groundwater Flow in Fractured Carbonate Bedrock
Figure 81. T}i*wed gesof col tuviurn onthe
Iower flanks of ridges sl.ore large quantities
-of water that subsequently move into atqui,
Pers in thev.alIeyz. The coIfuvium common IV
contains perched bod its of ground water that
are separated from the main water table by
clay tontintng units
HgdppA74icn
7
nv:r'S±] Irr4om idtalt
_art — ° _11khr-hx �� NIilNVn
0 .fff
�J {�rL IJGCti
�ffJ+++
lW1,l Ate.'!
Mad ifiedfrom Mutter. L.J., 1973, Hydrogeology Rt
the Per bonale rads, Roder ick and 1h9 er�to W1
Valleys=Maryland Geo Jog Pcal Survey fieportof
In vftt laatl on s 2,TO p
ATTACHMENT 5
Sinkhole Figures
O
Cd
�dW w
U
7
O
U)
C�
C
O
Y
C3
0
0
Ln
\ LO
N
O
T
O S
L L ^l
W
O O
O Cl) 2 O CU O O U
Oa Q a! 1
(D ON (6 O
J E N U U O
V U N NO OOOOO O U N �
U_
ca
Wi OL,
Q O 7
-a o 0 m L
c .-
LNU
in
ca m U o a Q O c
COc O O N N N O 1
O N L Q C N N L F= F
r J U N2 J W U 2 2 co U U
L
J in
r �
x
ar •
i
-
y
r!f Martinsburg 1 U
A
lrrwood r�✓
0- Romney CJ C
• O
E7
Marl L:S 1,i/Yfn
� J
'k 1
lfigh Hew f
Sti
aArra { �e Berryville Pi
nerdy
Strastwrg �`i j� LQed°un
• '+
\ r
J
Frork Royal
r r
r
Woodstock / r
�-^
Mt"Jackson t♦' ,• � {�
r
e
1 9e •Warr e'rton
I �� {
Luray �
\� New Market / t
Timbervrlle • ! r i♦
1
Broadway• \SIJ - lf�\ ✓eft
r l L9
Shenandoah \
1� �• e'�\ Cutp eper it
•,
�� �r 1 ♦ !
1
*f lkt on
Elkton
i 1
"Inul6 1e1s_y _. 7;g�sm' §E,§8�s ��a a a �� e.e s1 I ..9 g 3'" _ p Hif "1 g Jul v a =":;s� "1 13 ig s
.8 5 a. s 1.1,e,"H es`a a � N I E sR' s B a s w ;HZ I � �a s €-R
;esr a a :§ -stirs";
fig§ Ss � ss �$ �=n=�h saga '�.s 6g am a�sg - � v °a
�� a".„`s a .�, ! "s -a S WHOM,:.d 3 e a �' � . 1. ,s �M � 2 " �
g: ass s^-�a°� _ �; � t"s g s0. '� a� a m MI c$� 5� �>. a - s.� s€ g�. �°� $
y'�a� se-sF§ .s a z. _ sea ��am <S ^s' < I g� a =3! es s"
In"! a
- - z €v"�£>. a v§" - o € M
�=al�?cV== Ia�sT� o�aBsyl ��9��A �>� $"iIIt, "s M. AN e a
lveass�' sx � sg ^��r
�s �€ N s as §- dzca 3$3=-e ess5 �T .8s ' sus Rysegz asm s $Ks�-s sus°
:mppF "gs'rz tful MDR "���g� lO _ ¢ e
> ..
§ e s a�osc s a€ a
"
a. SI-a]§i �a�. g aa �a. sxg1 a @ SS"al3 a IPIaia
5 'ss 8as�
sa "3$9�"«, 63 9 5 E 5 "P0111,1111
s m °_ Aa s�- e e a @°z I = gs .e .� €LLswe' m@ eo�o_
s s 3 ,se's 4 �> 0 3E ��� ��aHaa amg� . � � . = as R
z s° ° - xf, ;s° . LAS s�- �' s°sa-sS 83ee3 ffi S3 - a
��W s.41"y$ a as �'g'�€ .�x,zs a �� �"� ass' 3 c.� s o� a s Tory, e
,.� ;s § �s >ayx�. .�.,,�sayaawss
s. aa a -.gas` s�"° = >°`. :�eassg a
111111
@ 8 _ S 5, £'�6 3855 ..
<sa �$ s e � ° spa ba �eS�s. 'sa Ess 3e_Qp&�'kaa�$is ss"1 a Vssae.�s h H;H
a =91,.911-1 111H, _35 WHO ��O IN m � 5 � x x x x x I 51 � F F �x ��
pan
,-smrzsn s_sg.aosaSras. SS m3'y= W,as$ve,p.�gso Hg:asss'asassa@ssjs�=ss;�I4o AHO�E os-eaa �+ 3sa1a e §a $ mqei .Ez QU a DS ` Ail 1s§ §s§ "
yaIgHfi. HI 1i < ` ov" i "HO
!">f l-ess O aI � 3
lain HPs m l " z3E E 31 $ � 6I �zWhu2 g
i E g'e$at TtS W5se-
aEARM!
ps . 9 q
s'as3`.
N. ena
°
s s a s 8. x ^te r. s it
" _
pp
so J". s sa
s, aaas� c�a=. s s ss a$ - a' s �E d s
�Ea, 1:1 say, 5� sa 'a s - E$. ss °fir>s e > s a z s U as h s� g6§y -°°s, ®e v.
>�5 25 1 8 8. �^ 5 5a 8 01 'S 53�O�Eg Sq 45 e's- s a
z°°s,a8 F e sa..- s $s E. �� as a 8 's5 sa. s _ e a a. 5 s s= '.�sa",Hj9: tE a s a e
°e"s'see� �4 §€ a.a �� 5- € s' ess.s "� �� a g< H s ; a
ssssmy a x s a 5zsf..8 s5$za3u =a9 :�°s s ' 4'v s SOFT!� sSs s 'c _ �eas e
sE U, a� N 'uE
211A Egs.��—
e grs 5. ops s sss�� 9U es a fr. a�ee s s a pass s 3 spas S Sys'=
� = ��,�.
z
LUF
N
Zo
itsW AW
all 1.2 sb
—vq
V WK
F
s 83 ��s3s € P f fir\ ` cn Z
..l
oil t 1 f
°� e�m
d
0
r �
A
d
3
C
O W
V � S
a ca -
a —
c
C7
N >
m -
LL
a'i V
tri - v o o o
J '^ W Q � l7 Y ■ > C7 � V m In
d �
� J
N
J -6
r
w
o
E —
<LL o h
0
o
Q
E o =
£ Eg
m
t
a
0
0
w
o
U
f
3 Q
- � o
2
a A �
O E Q ® a ,
a� Q A -
a -
o , a ,
LU o Eaaa o
W 3 A ® @a o m m n
aaa . ® a -2 m
0 o U � O O cn in
ATTACHMENT 6
Images of Rock Types
YZ� ���. � _I�' �2� �F� s� '� ti`�r rti s�. .L '� � _� „�?•-_rj1 .��.f .�r�a' rA
.�. � t ..fir ,* i• T TTS. i. 'if, "� •��4 } 4�1�T-raj(, ,.j
•11 J �' � � 1 .. f
1.
,1 f
- 1
T.-
"x
r Vim,. ,�� � � .ems Y ��. •�'�i�.:d y _.,`_
e
.x�'J � � � � i' � � •moi ��
Fp
414
�G �>.��..�` i�'��5�� ? __ �'!,•:te's�,+. ' etre l:. ry. _ .'�.. ,,� / ._. � `�x;�,. ' z��'LM`�
1
Ji
J
t y. a
}
T fS' a S°`r h _.E, �■}' y r' Irl}� r'� o-
th - 4 t• � t f a.: ,+�r�# i@ P �r�`-r :*; m! "r .���� �; fy� .r a;'" �
Ir
p i
• r a
"
� `fir
gyp}
4bk -� -
'�ryIN, � � .5 7 4 •r{, }
{ F. { - I ✓
rr - tkm
Ir
fib,
��•- i .7e,.y� •. � � �yrh�. '.yF �{ tip• j ��.,��'.
4 T
W,
{ f
r :
�j�j�j�jjjyyy���}}}E,K
P, a�
(E.
f4 •.�� * d , min d ,`Ji
._f, f, •''.�' 1 L • s _ rr �,p ✓y►�S Owls
I
S!
j 1
.fa % Sd' Fy�yi
V4.-
JAW
5
.fel' _ t_ " �. � �• �t
IL
Pt 15r v0w,
�t iii
YA
Is
XON
ut jw
a^'�'y+'psi' � .17_�� E `� .� q•_ FI �"' 1 r� ' `l ^�__��(f�'4+ \..:y.
�_:�� : ,� tit } C K•
� r ,
Lry ,.,,
•y. :.fit ,. . y,. � S},.. .� ,. r
�±� as w
1 4
� L
TTT ,
c
x + �
ya
r-+I' a." � y ^�� •�^ -'�•'!l f ,e ,.,��. Y�� ��� -. �� �'�~� ;��
-04
mi pf
int'•y. �+F a I~ -<, '�?. + l ��� •J
Art
r
�:,�- �, a r -� Ant. _ -�, q � e'!4� ► t'
bV ,
. yy
tv
tt
ri y
r
Ike
IN
Q All
41
Mk
oc
1f ,.fi !` + � .tea. �` * .�a_lyr, —. � r• ."t � � x`►p� �
♦yam a- d �Y
VVVVVV �-. ! Pi I� •�
71
? * $, I, a
r alt;
jo
Ar
V
1 t
s P
rr' +
AAp
y 4f h rii� K
r � ,
r w
+J
all If If.
W
s ,.r ., 1 .•r ���." Y .. J.. � 1,/Yi(i.i"� 'v-t slrl ��S
ti
1
f �ro'�•x _ r" �.� � � � �' 'tom !'` � 1:��!}�'"lLr"`ri� '�1r� i'
1}I��� �n 1 ;,�r R x; , ... .; W1 ►•- �s:�J .1� 1�` '^.�+�mrd y'3L' � �� \��'.�M'. 't
tv
SYS 'fl• .,�.- t+� - '.:.v-.. ., t Y j
Amllwot
Ali
•. J I,
r f�� 1 � �• yyYF \�`di� aL'. i.rr - � - � �'
4 �;' r A ,r' t •ri;, i .. '•_ + � ' r �� IY " I I�e �d
Mar
AA*4
�-• Ila .�, ftal . /�.'' i ' \ /r ` `,, •S.: ,I `v .
W I r
"mwi
rpo ' '
■ a •ty. tr' ' J
It J/ ,. � �+F ,I f •�%r �- •; x•�jf., -
'�
+�'o ,Mfr Yk,'.':.• '_ .�. ��'� ..*.
40
V! -
.;„ ..,r r r;.r JS'.r ;».I. l 1 tri) .r1•� y A .. - - '. "-
r
�rgr • �I l_a �' s . 'J ,. � � t � 't /.:� '� ��F+�r� i -� f �+` w �� �• y •
PR. ri
r, I •� � r �;
rfyCr.Yri,' I �+'; � ''y 11v d% art.
o.
JJ ff
y I �
I '
v�� :j"Ir �F t7 kyr, �.�t. i: ; ,� r '�,r .. r 'I f� �. , � •t v - --
it �•�,r��/{"'��T/ �� ' � � jj�. � /- - d: ? -
°) 1`'�� t 'y},,��+��� r 4 �l + ]�' �# � '� IIS � I '� � i '• � '�
i' f * y {I1 'I t "ii • � ill
t S'Vr T` i. e � •
t
S JJ
+ r
tea. •,.ti ,�., .> � +�.• �
v.+ •�"�.���: � � �, �";wU' (A {'•,� Via' , 5 �" ,���, '
of
lot
4,4
AMI
i
NN
r c O
It
\�.�yti„ 1.`ti�� -� �{ ,\� �-4s�v �� �. -♦ -tri!
4a��::: P � _sly" " -1,A' � ,4 � ���• �l' � Ys
r
a ,
,