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PC 09-06-23 Work Session Agenda6:00 PM Work Session Call to Order Discussion Item(s) Planning Commission Application Briefing for Rezoning #03-23 of O-N Minerals (Chemstone) d/b/a Carmeuse Americas Submitted to rezone 391.87 +/- acres from RA (Rural Areas) District to EM (Extractive Manufacturing) District with proffers. The properties are located east of the Winchester & Western Railroad, north of Brucetown Road (Route 672) and Turkey Run, and south of Woodbine Road (Route 669) and are identified by Property Identification Numbers (PINs): 34-A-8A (portion), 34-A- 129E (portion), 34-A-10, 34-A-10A, 34-A-10B, 34-A-10D, 34-A-10E, 34-A-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, 34-1-A, 34-A-7, 34- A-129A, and 34-A-129G in the Stonewall Magisterial District. In recognition of open meeting notification procedures, please be advised that the Board of Supervisors has been invited to attend the Work Session. Adjourn to Regular Meeting AGENDA PLANNING COMMISSION WEDNESDAY, SEPTEMBER 6, 2023 6:00 PM THE BOARD ROOM FREDERICK COUNTY ADMINISTRATION BUILDING WINCHESTER, VIRGINIA PC09-06-23ApplicationBriefingREZ03-23_Redacted.pdf 1 Planning Commission Agenda Item Detail Meeting Date: September 6, 2023 Agenda Section: Discussion Item(s) Title: Planning Commission Application Briefing for Rezoning #03-23 of O-N Minerals (Chemstone) d/b/a Carmeuse Americas Attachments: PC09-06-23ApplicationBriefingREZ03-23_Redacted.pdf 2 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 TO: Frederick County Planning Commission FROM: John A. Bishop, AICP, Assistant Planning Director RE: Rezoning #03-23 for O-N Minerals (Chemstone) d/b/a Carmeuse Americas DATE: August 30, 2023 Project Summary The subject project seeks to rezone 391.87 acres from RA (Rural Areas) District to EM (Extractive Mining) District. The properties are located east of the Winchester & Western (Omnitracks) Railroad, north of Brucetown Road (Rt 672) and Turkey Run, and south of Woodbine Road (Rt 669). According to the applicant’s impact statement the project seeks to expand their existing limestone surface mining activities. The new proposed activity would be taking place north of Brucetown Road and South of Woodbine Road and the property would have no public access with access for Carmeuse mining vehicles being provided via an existing tunnel under Brucetown Road from the existing mining operation area. Proffers are attached to the agenda, however, to briefly summarize: 1. Land Use and Phasing proffers note that the application will be developed in substantial conformance with the GDP, but notes areas of the GDP which will need some level of flexibility subject to design or permitting requirements. The proffer also notes the extractive mining area will be limited to the area delineated on the GDP. MEMORANDUM 3 2. Existing Stockpile proffers note a commitment to reduce the height of the existing stockpile from 150 to 100 feet with permits for this activity to be submitted within 6 months of rezoning approval and to be completed within 30 months of receiving VDOE permits for lowering the stockpile. 3. New Stockpiles and berms. New stockpiles on the rezoned property would be not to exceed 75 feet in height and not be permanent in nature. The proffers also allow for reclamation of stockpile areas following cessation of all mining activities and also include 20 feet tall berms around any new quarry areas. 4. Transportation. The transportation section includes cash proffers of $1,000,000 as well as donation of land and aggregate for upgrades to, or in the vicinity of the Brucetown Road/Hopewell Road intersections with Route 11. The transportation section also includes proffers related to guarantees and cash penalty for not placing additional quarry related truck volumes on Brucetown Road. In addition, the applicant is proffering significant road network modification in the form of relocated roadways and abandonments. 5. Blasting activities. The applicant is placing a number of limitations on blasting activities in the proffers to include hours of operations as well as days of operation, limitations on total blasting activity, pre blast notifications and activity monitoring as well as damage remediation. 6. Finally, the applicant has a number of proffers related to noise and light emissions, dust remediation, groundwater monitoring and remediation when necessary. In addition, the applicant has provided cash proffers for Stonewall Elementary School, county parks and recreation and new regional trails. Agency Comments The entirety of staff preliminary comments as well as all agency comments and County Attorney comments are included in this packet. At the work session staff will be presenting the applicant’s proposal and go through the Comprehensive Plan conformity and the current proffer package and note staff concerns or issues. 4 £¤11 §¨¦81 §¨¦81 §¨¦81 §¨¦81 34 A 10F34 8 1 17 34 A 10 34 A 10A 34 A10D 34 A10E 34 8 1 9 34 A10B 34 8 1 8 34 81 2 34 8 1 1 34 A 129E 34 8 1 7 34 8 1 5 34 81 4 34 81 3 34 8 1 6 34 1 A 34 A 8A 34 A 129G 34 A 7 34 A129A 2140WOODSIDE RD2140WOODSIDE RD 1435BRUCETOWN RD 1435BRUCETOWN RD 1383BRUCETOWN RD 203WELCOMEHOME LN 1761BRUCETOWN RD 570GRACECHURCH RD 180JOHN DEERE CT 160JOHNDEERE CT 111JOHNDEERE CT 663GRACECHURCH RD 603GRACECHURCH RD 643GRACECHURCH RD 471GRACECHURCH RD527GRACECHURCH RD 569SIRJOHNS RD167ABRILSRUN LN 543SIRJOHNS RD 571GRACECHURCH RD 181ABRILSRUN LN 567SIR JOHNS RD 445GRACECHURCH RD 311ABRILS RUN LN 311ABRILSRUN LN 2619WOODSIDE RD2619WOODSIDE RD 3900MARTINSBURGPIKE 461GRACECHURCH RD 3915MARTINSBURGPIKE 451GRACECHURCH RD 4027MARTINSBURGPIKE 305ABRILSRUN LN 4030MARTINSBURGPIKE 271BRANSONSPRING RD 4123MARTINSBURGPIKE 4150MARTINSBURG PIKE 4170MARTINSBURGPIKE 4230MARTINSBURGPIKE 2066GILLIE LN 4273MARTINSBURGPIKE 4231MARTINSBURGPIKE 4268MARTINSBURGPIKE 280WOODBINE RD 351ZACHARYANN LN 4282MARTINSBURG PIKE 3026WOODSIDE RD4317MARTINSBURGPIKE4332MARTINSBURGPIKE 4364MARTINSBURG PIKE 276WOODBINE RD 3150WOODSIDE RD 1420REST CHURCH RD 4407MARTINSBURGPIKE 4374MARTINSBURG PIKE 4442MARTINSBURG PIKE 4412MARTINSBURGPIKE 321ZACHARYANN LN 4455MARTINSBURGPIKE 331WOODBINE RD 3121WOODSIDE RD 4481MARTINSBURG PIKE 4478MARTINSBURG PIKE 4504MARTINSBURGPIKE 166WOODBINE RD174WOODBINE RD 3201WOODSIDE RD 3220WOODSIDE RD 4535MARTINSBURG PIKE 165BUSINESSBLVD 281WOODBINE RD 3191WOODSIDE RD 3276WOODSIDE RD 1530RESTCHURCH RD 4547MARTINSBURG PIKE 4578MARTINSBURGPIKE 4600MARTINSBURGPIKE 4622MARTINSBURG PIKE 4663MARTINSBURGPIKE120BUSINESS BLVD W O O DSIDE RDJOHN DEERE CTREST CHURCHENTER RAMP SGILLIE LNRESTCHURCHEXIT RAMP NABRILSRUN LNBUSINESS BLVDZACHARY ANN LNBRANSONSPRING RD WOODBINERD MARTINSBURGPIKEApplication Sewer and Water Service A rea Parcels B2 (General Business District) B3 (Industr ial Transition District) EM (Ex tractive Manufacturing District) M1 (Light Industrial District) M2 (Industr ial General Distr ict)µ Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: July 25, 202 3 £¤11 §¨¦81 CEDARHILL RD CHRISTOREY DRR U E B U C K L N JEFFSWAY WOODBINE RD GRACE CHURCH RDMARTINSBURG PIKES I R J O H N S R D JOHNDEERE CTWOODSIDE RDBRANSONSPRING RD SHADYCREEK RDClearBrookClear Brook 0 1,400 2,800700 Feet BERKELEY COUNTY WEST VIRGINIA REZ # 03 - 23: O-N Minera ls (Che mstone) db a C armeuse AmericasPINs: 34 - 1 - A, 34 - A - 7, 34 - A - 8A, 34 - A - 10, 34 - A - 10A, 34 - A - 10B, 34 - A - 10D, 34 - A - 10E, 34 - A - 10F, 34 - A - 129A, 34 - A - 129E, 34 - A - 129G, 34 - 8 - 1 - 1, 34 - 8 - 1 - 2, 34 - 8 - 1 - 3, 34 - 8 - 1 - 4, 34 - 8 - 1 - 5, 34 - 8 - 1 - 6, 34 - 8 - 1 - 7, 34 - 8 - 1 - 8, 34 - 8 - 1 - 9, 34 - 8 - 1 - 17Rezoning from RA to EMZoning Map BERKELEY COUNTY WEST VIRGINIA REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23REZ #03-23 REZ #03-23 5 £¤11 §¨¦81 §¨¦81 §¨¦81 §¨¦81 34 A 10F34 8 1 17 34 A 10 34 A 10A 34 A10D 34 A10E 34 8 1 9 34 A10B 34 8 1 8 34 81 2 34 8 1 1 34 A 129E 34 8 1 7 34 8 1 5 34 81 4 34 81 3 34 8 1 6 34 1 A 34 A 8A 34 A 129G 34 A 7 34 A129A 1435BRUCETOWN RD 1435BRUCETOWN RD 2140WOODSIDE RD2140WOODSIDE RD 1383BRUCETOWN RD 203WELCOMEHOME LN 1761BRUCETOWN RD 570GRACECHURCH RD 180JOHN DEERE CT 160JOHNDEERE CT 111JOHNDEERE CT 663GRACECHURCH RD 603GRACECHURCH RD 643GRACECHURCH RD 471GRACECHURCH RD527GRACECHURCH RD 569SIRJOHNS RD167ABRILSRUN LN 543SIRJOHNS RD 571GRACECHURCH RD 181ABRILSRUN LN 567SIR JOHNS RD 445GRACECHURCH RD 311ABRILS RUN LN 311ABRILSRUN LN 2619WOODSIDE RD2619WOODSIDE RD 3900MARTINSBURGPIKE 461GRACECHURCH RD 3915MARTINSBURGPIKE 451GRACECHURCH RD 4027MARTINSBURGPIKE 305ABRILSRUN LN 4030MARTINSBURGPIKE 271BRANSONSPRING RD 4123MARTINSBURGPIKE 4150MARTINSBURG PIKE 4170MARTINSBURGPIKE 4230MARTINSBURGPIKE 2066GILLIE LN 4273MARTINSBURGPIKE 4231MARTINSBURGPIKE 4268MARTINSBURGPIKE 280WOODBINE RD 351ZACHARYANN LN 4282MARTINSBURG PIKE 3026WOODSIDE RD4317MARTINSBURGPIKE4332MARTINSBURGPIKE 4364MARTINSBURG PIKE 276WOODBINE RD 3150WOODSIDE RD 1420REST CHURCH RD 4407MARTINSBURGPIKE 4374MARTINSBURG PIKE 4442MARTINSBURG PIKE 4412MARTINSBURGPIKE 321ZACHARYANN LN 4455MARTINSBURGPIKE 331WOODBINE RD 3121WOODSIDE RD 4481MARTINSBURG PIKE 4478MARTINSBURG PIKE 4504MARTINSBURGPIKE 166WOODBINE RD174WOODBINE RD 3201WOODSIDE RD 3220WOODSIDE RD 4535MARTINSBURG PIKE 165BUSINESSBLVD 281WOODBINE RD 3191WOODSIDE RD 3276WOODSIDE RD 1530RESTCHURCH RD 4547MARTINSBURG PIKE 4578MARTINSBURGPIKE 4600MARTINSBURGPIKE 4622MARTINSBURG PIKE 4663MARTINSBURGPIKE120BUSINESS BLVD W O O DSIDE RDJOHN DEERE CTREST CHURCHENTER RAMP SGILLIE LNRESTCHURCHEXIT RAMP NABRILSRUN LNBUSINESS BLVDZACHARY ANN LNBRANSONSPRING RD WOODBINERD MARTINSBURGPIKEApplication Sewer and Water Service A rea Parcels µ Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: July 25, 202 3 £¤11 §¨¦81 CEDARHILL RD CHRISTOREY DRR U E B U C K L N JEFFSWAY WOODBINE RD GRACE CHURCH RDMARTINSBURG PIKES I R J O H N S R D JOHNDEERE CTWOODSIDE RDBRANSONSPRING RD SHADYCREEK RDClearBrookClear Brook 0 1,400 2,800700 Feet BERKELEY COUNTY WEST VIRGINIA REZ # 03 - 23: O-N Minera ls (Che mstone) db a C armeuse AmericasPINs: 34 - 1 - A, 34 - A - 7, 34 - A - 8A, 34 - A - 10, 34 - A - 10A, 34 - A - 10B, 34 - A - 10D, 34 - A - 10E, 34 - A - 10F, 34 - A - 129A, 34 - A - 129E, 34 - A - 129G, 34 - 8 - 1 - 1, 34 - 8 - 1 - 2, 34 - 8 - 1 - 3, 34 - 8 - 1 - 4, 34 - 8 - 1 - 5, 34 - 8 - 1 - 6, 34 - 8 - 1 - 7, 34 - 8 - 1 - 8, 34 - 8 - 1 - 9, 34 - 8 - 1 - 17Rezoning from RA to EMLocation Map BERKELEY COUNTY WEST VIRGINIA REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23REZ #03-23 REZ #03-23 6 £¤11 §¨¦81 §¨¦81 §¨¦81 §¨¦81 34 A 10F34 8 1 17 34 A 10 34 A 10A 34 A10D 34 A10E 34 8 1 9 34 A10B 34 8 1 8 34 81 2 34 8 1 1 34 A 129E 34 8 1 7 34 8 1 5 34 81 4 34 81 3 34 8 1 6 34 1 A 34 A 8A 34 A 129G 34 A 7 34 A129A 1435BRUCETOWN RD 1435BRUCETOWN RD 2140WOODSIDE RD2140WOODSIDE RD 1383BRUCETOWN RD 203WELCOMEHOME LN 1761BRUCETOWN RD 570GRACECHURCH RD 180JOHN DEERE CT 160JOHNDEERE CT 111JOHNDEERE CT 663GRACECHURCH RD 603GRACECHURCH RD 643GRACECHURCH RD 471GRACECHURCH RD527GRACECHURCH RD 569SIRJOHNS RD167ABRILSRUN LN 543SIRJOHNS RD 571GRACECHURCH RD 181ABRILSRUN LN 567SIR JOHNS RD 445GRACECHURCH RD 311ABRILS RUN LN 311ABRILSRUN LN 2619WOODSIDE RD2619WOODSIDE RD 3900MARTINSBURGPIKE 461GRACECHURCH RD 3915MARTINSBURGPIKE 451GRACECHURCH RD 4027MARTINSBURGPIKE 305ABRILSRUN LN 4030MARTINSBURGPIKE 271BRANSONSPRING RD 4123MARTINSBURGPIKE 4150MARTINSBURG PIKE 4170MARTINSBURGPIKE 4230MARTINSBURGPIKE 2066GILLIE LN 4273MARTINSBURGPIKE 4231MARTINSBURGPIKE 4268MARTINSBURGPIKE 280WOODBINE RD 351ZACHARYANN LN 4282MARTINSBURG PIKE 3026WOODSIDE RD4317MARTINSBURGPIKE4332MARTINSBURGPIKE 4364MARTINSBURG PIKE 276WOODBINE RD 3150WOODSIDE RD 1420REST CHURCH RD 4407MARTINSBURGPIKE 4374MARTINSBURG PIKE 4442MARTINSBURG PIKE 4412MARTINSBURGPIKE 321ZACHARYANN LN 4455MARTINSBURGPIKE 331WOODBINE RD 3121WOODSIDE RD 4481MARTINSBURG PIKE 4478MARTINSBURG PIKE 4504MARTINSBURGPIKE 166WOODBINE RD174WOODBINE RD 3201WOODSIDE RD 3220WOODSIDE RD 4535MARTINSBURG PIKE 165BUSINESSBLVD 281WOODBINE RD 3191WOODSIDE RD 3276WOODSIDE RD 1530RESTCHURCH RD 4547MARTINSBURG PIKE 4578MARTINSBURGPIKE 4600MARTINSBURGPIKE 4622MARTINSBURG PIKE 4663MARTINSBURGPIKE120BUSINESS BLVD W O O DSIDE RDJOHN DEERE CTREST CHURCHENTER RAMP SGILLIE LNRESTCHURCHEXIT RAMP NABRILSRUN LNBUSINESS BLVDZACHARY ANN LNBRANSONSPRING RD WOODBINERD MARTINSBURGPIKEApplication Sewer and Water Service A rea Parcels Long R ange Land Use Business Mixed Use Industrial/O ffice Industrial Warehouse Heavy Industrial Extractive Mining Rural Community Center Sensitive Natural Areas µ Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: July 25, 202 3 £¤11 §¨¦81 CEDARHILL RD CHRISTOREY DRR U E B U C K L N JEFFSWAY WOODBINE RD GRACE CHURCH RDMARTINSBURG PIKES I R J O H N S R D JOHNDEERE CTWOODSIDE RDBRANSONSPRING RD SHADYCREEK RDClearBrookClear Brook 0 1,400 2,800700 Feet BERKELEY COUNTY WEST VIRGINIA REZ # 03 - 23: O-N Minera ls (Che mstone) db a C armeuse AmericasPINs: 34 - 1 - A, 34 - A - 7, 34 - A - 8A, 34 - A - 10, 34 - A - 10A, 34 - A - 10B, 34 - A - 10D, 34 - A - 10E, 34 - A - 10F, 34 - A - 129A, 34 - A - 129E, 34 - A - 129G, 34 - 8 - 1 - 1, 34 - 8 - 1 - 2, 34 - 8 - 1 - 3, 34 - 8 - 1 - 4, 34 - 8 - 1 - 5, 34 - 8 - 1 - 6, 34 - 8 - 1 - 7, 34 - 8 - 1 - 8, 34 - 8 - 1 - 9, 34 - 8 - 1 - 17Rezoning from RA to EMLong Range Land Use Map BERKELEY COUNTY WEST VIRGINIA REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23 REZ #03-23REZ #03-23 REZ #03-23 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 05000 1000005001000LOCATION MAPSCALE: 1" = 5000'GENERALIZED DEVELOPMENT PLAN CARMEUSE LIME AND STONEDecember 19, 2022rev July 5, 2023103 Heath CourtWinchester VA 22602540.686.7373ADJACENT PROPERTIESREZONING PROPERTIESNOTES:1. INTERSECTION ALIGNMENTS, ROADWAY LOCATION, BERM, AND LANDSCAPELOCATIONS ARE SUBJECT TO CHANGE AT FINAL SITE PLAN PROVIDED THAT THEMODIFICATIONS MEET THE INTENT OF THE PROFFERS.2.08%5%5%4:12.08%5%5%CONST. B/LSOUTH BOUND LANE NORTH BOUND LANE2:1 max2:1 max2'1321. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SM-12.5A2. 4" ASPHALT BASE COURSE, TYPE BM-25.0A3. 8" AGGREGATE BASE MATERIAL, TYPE 1, No. 21-BREALIGNED WOODSIDE ROAD SECTIONROAD LOCATIONS1. THE LOCATION OF THE REALIGNED WOODSIDE ROADWILL BE DETERMINED AT THE SITE PLAN STAGE.6/12/23| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |||W& W R A I L R O A D VAR. R / W W& W R A I L R O A D VAR. R / W W& W R A I L R O A DWOODBINE RD.RT.66930'PRESCRIPTIVE R/WWOODBINE RD. RT.66930'PRESCRIPTIVE R/WW O O D S I D E R D . R T . 6 7 1 3 0 ' P R E S C R I P T I V E R / W W O O D S I D E R D . R T . 6 7 1 3 0 ' P R E S C R I P T I V E R / WWOODSIDE RD.RT.67130'PRESCR IPT IVE R /WGRACE CHURCH RD.RT.66830'PRESCRIPTIVE R/WGRACE CHURCH RD. RT.66830'PRESCRIPTIVE R/WBRANSON SPRING RD.RT.66830'PRESCRIPTIVE R/WW O O D S I D E R D . R T . 6 7 1 3 0 ' P R E S C R I P T I V E R / W WO O D S I D E R D . RT.6 7 1 30'P R E S C R I P T I V E R / W GRACE CHURCH RD.RT.66830'PRESCRIPTIVE R/WFEMA FLOODHAZARD LIMITSPR O P O S E D Z O N I N G L I N E - E M PR O P O S E D Z O N I N G L I N E - R A MARTINS B U R G P I K E - U S R T . 1 1 W& W R A I L R O A D VAR. R / W R O A D T O B E A B A N D O N E D (T Y P . )ROAD TO BEABANDONED(TYP.)PROFFER 4.4 - CUL DESAC AT END OFABANDONED ROADPROFFER 4.4 - CUL DESAC AT END OFABANDONED ROADROAD TO BE ABANDONED(TYP.) EX. Z O N I N G L I N E - M 2 EX. Z O N I N G L I N E - R A FEMA FLOODHAZARD LIMITSFEMA FLOODHAZARD LIMITSWOODSIDE RD.RT.67130'PRECRIPTIVER/W64.67 AC OF PARCEL34-A-129E NOT INCLUDEDIN REZONING AREAI-81 391.87 ACERS TO BEREZONED TO EMPROFFER 4.4 - REALIGNEDWOODSIDE RD50' ROWEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEE E EEEEEEEEEEEE E E E E E E E E E 13 8 k V P O W E R L I N E 138 k V P O W E R L I N E 500 kV POWER LINE500 kV POWER LINE20.0 AC OF PARCEL34-A-8A NOT INCLUDEDIN REZONING AREAAPPROXIMATELIMITSOFMINING||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||WEST VIRGINIA - BERKELEY COUNTYVIRGINIA - FREDERICK COUNTYINTERSTATE 81MARTINSBURG PIKEUS RT.11W&W RAILROAD REZONINGAREAEXIT 323EXIT 321BRUCETOWN RD.SIR JOHNS RD.GRACECHURCH RD.WOODBINE RD.|||||||||||||||||| 33 Brucetown RdBranson Spring RdWoodbine RdGrace Church RdTemporaryStockpileMiningAreaBermCul-de-sacCul-de-sacN e w R o a d A b a n d o n e d R o a dBerm BermBe r m Ber m 34 35 36 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 37 Carmeuse Lime & Stone Clear Brook, VA 1 IMPACT ANALYSIS STATEMENT Carmeuse Lime and Stone, Clear Brook, VA Introduction This project involves the expansion of an existing limestone surface mine near Clear Brook, Frederick County, VA. The project is east of the Winchester & Western Railroad, north of Brucetown Road, and south of Woodbine Road. The site will not be open to the public, and access for Carmeuse mining vehicles will be through an existing tunnel under Brucetown Road. Figure 1 shows the location of the project. The tax parcels included in the project area are listed in Table 1 and comprise 391.87 acres. Table 1 Parcels within the Project Area KEY Tax Map OWNER USE ZONING ACREAGE NOTE O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 RA AGRICULTURAL RA R11 34-((8))-1-5 AGRICULTURAL AGRICULTURAL RA R10 34-((8))-1-4 R9 34-((8))-1-3 RA R8 34-((8))-1-2 AGRICULTURAL RA AGRICULTURAL RA R7 34-((8))-1-1 AGRICULTURAL AGRICULTURAL RA R6 34-((A))--10F R5 34-((A))--10E RA R4 34-((A))--10D AGRICULTURAL RA AGRICULTURAL RA R3 34-((A))--10B AGRICULTURAL R2 34-((A))--10A AGRICULTURAL RAR134-((A))--10 23.027 5.000 5.647 5.539 5.000 26.694 2.853 2.749 2.005 2.000 2.000 KEY Tax Map OWNER USE ZONING ACREAGE NOTE O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 1 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 1 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 TOTAL 391.87 Notes: 1. acerage is a portion of the entire parcel RESIDENTIAL RA R22 33-((A))--129G R21 34-((A))--129A RA R20 34-((A))--7 RESIDENTIAL RA RESIDENTIAL RA RESIDENTIAL RA R19 34-((A))--129E RESIDENTIAL AGRICULTURAL RA R18 34-((1))--A R17 34-((A))--8A RA R16 34-((8))-1-17 RESIDENTIAL RA AGRICULTURAL RA R15 34-((8))-1-9 AGRICULTURAL AGRICULTURAL RA R14 34-((8))-1-8 R13 34-((8))-1-7 R12 34-((8))-1-6 AGRICULTURAL RA 51.887 8.854 5.003 18.228 2.000 3.295 3.142 3.037 33.906 137.612 42.388 38 Carmeuse Lime & Stone Clear Brook, VA 2 Figure 1 Project Location Map (nts) The rezoning site is currently agricultural with farm buildings and one house. The site is bounded by the Winchester & Western Railroad on the west, undeveloped land to the east, Woodbine Road to the north and Turkey Run to the south. PROJECT AREA 39 Carmeuse Lime & Stone Clear Brook, VA 3 Site Suitability 100 Year Flood Plains – The project area has a floodplain on the south. Turkey Run parallels the southern boundary of the project area and its floodplain also extends into the project area. Figure 2 shows the FEMA flood hazard mapping with this floodplain area. About 10 acres of the Turkey Run floodplain extend towards the mining area. Current plans call for impacts to this stream and wetland to be avoided. Figure 2 Floodplain Map PROJECT AREA 40 Carmeuse Lime & Stone Clear Brook, VA 4 Wetlands – A desktop review of the US Fish and Wildlife Service's National Wetland Inventory mapping shows there are wetlands on the site. Figure 3 shows the location of wetlands mapped by the agency. 41 Carmeuse Lime & Stone Clear Brook, VA 5 Figure 3 National Wetland Inventory Map Project Location 42 Carmeuse Lime & Stone Clear Brook, VA 6 There are two freshwater ponds shown as wetland areas on the NWI map. Prior to any site work activity the entire site will be reviewed to confirm the presence of these and other wetlands. Any permits required for the wetland areas will be obtained from the appropriate agency. Steep Slopes – Based on field observations and 5 ft contour mapping provided by the Frederick County GIS, the site has been found to be generally flat, without any steep slopes. Mature Woodlands – There are no areas of mature woodlands on the site. Prime Agricultural Soils – Based on data from the USDA Web Soil Survey, the soils are classified as shown in Table 2. Of the soils listed, 3B Blairton silt loam, 14B Frederick Poplimento, 29 Massanetta loam, and 32B Oaklet silt loam are recognized by the USDA as prime farmland soils. Figure 4 shows the soils map. Table 2 Soil Units in Project Area 43 Carmeuse Lime & Stone Clear Brook, VA 7 44 Carmeuse Lime & Stone Clear Brook, VA 8 Figure 4 USDA Soils Map Soil or Bedrock Conditions which would create Construction Difficulties or Hazards – A review of the USDA Web Soil Survey indicates that the depth restrictive features in some areas is over 80 inches, while in others it is 20 to 40 inches. Given that a surface mine is the proposed use, blasting is expected to remove the surface rock and ore. Surrounding Properties The proposed rezoning area is bordered by properties zoned RA on the north, east and south. To the west is the Winchester and Western Railroad with properties zoned M1 to the west of it. Table 3 lists the adjoining owners, their property’s zoning, and use. Table 3 Adjoining Owners, Zoning and Land Use Traffic Stowe Engineering has prepared a Traffic Diversion Study for the project. The study shows that the proposed mine expansion will not generate new traffic, but local roadways will be affected. Woodside Road will be relocated to the east side of the rezoning area, which moves it from the KEY Tax Map OWNER USE ZONING SEMPLES, CAROL THARPE, TRUSTEE 331 WOODBINE RD. CLEAR BROOK, VA 22624 WHITE HALL INVESTMENTS, LLC 331 WOODBINE RD. CLEAR BROOK, VA 22624 BODEN, MCHAEL, ET.AL 3026 WOODBSIDE RD. CLEAR BROOK, VA 22624 BODEN, MCHAEL, ET.AL 3026 WOODBSIDE RD. CLEAR BROOK, VA 22624 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 AY, CARL C. JR. TRUSTEE PO BOX 295 CLEAR BROOK, VA 22624 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 WILSON, ROBERT E. ET.AL. 570 GRACE CHURCH RD. CLEAR BROOK, VA 22624 HOTTLE, CHRISTOPHER M., ET.AL. 1761 BRUCETOWN RD. CLEAR BROOK, VA 22624 BUTLER, KEVIN WARREN, ET.AL. PO BOX 58 CLEAR BROOK, VA 22624 A9 34-((A))--120 RESIDENTIAL RA A11 34-((2))--24E RESIDENTIAL RA RESIDENTIAL RA A10 34-((2))--A RAA734-((A))--10C AGRICULTURAL A6 34-((A))--126 A5 34-((A))--129I RA A4 34-((A))--129H AGRICULTURAL RA RESIDENTIAL RA RESIDENTIAL RAA134-((A))--5A AGRICULTURAL RA AGRICULTURAL RA A3 34-((A))--129 RESIDENTIAL A2 34-((A))--5C KEY Tax Map OWNER USE ZONING O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 O-N MINERALS (CHEMSTONE) COMPANY 6920 POINTE INVERNESS WAY SUITE 301 FORT WAYNE, IN 46804 RUSSEL, GLEN E. TRUSTEE, ET.AL. 2619 WOODSIDE RD. CLEAR BROOK, VA 22624 RUSSEL, GLEN E. TRUSTEE, ET.AL. 2619 WOODSIDE RD. CLEAR BROOK, VA 22624 BROWN, JEFFERY D. 271 BRANSON SPRING RD. CLEAR BROOK, VA 22624 DICKERSON, LINDSAY NICOLE 271 BRANSON SPRING RD. CLEAR BROOK, VA 22624 BRANSON SPRINGS, LLC. 800 LAKE WINDERMERE CT. GREAT FALLS, VA 22066 OJAUSMANI, INC. 653 NESTING LN. MIDDLETOWN, DE 19709 FREDERICK COUNTY SCHOOL BOARD PO BOX 3508 WINCHESTER, VA 22604 LESTER PROPERTIES - VA 1111 2ND AVE S. LESTER PRAIRIE, MN 55354 GPT BTS BUSINESS BLVD. OWNER, LLC PO BOX 1232 HICKSVILLE, NY 11802 A20 33-((A))--6C STORAGE M1 RAA2334-((A))--4 LOGISTICS STORAGE M1A2133-((A))--6A A19 33-((A))--105 VACANT RA A16 34-((A))--8 RESIDENTIAL RA AGRICULTURAL RA A18 33-((A))--105D A17 34-((A))--8B VACANT M1 RA AGRICULTURAL EM A14 34-((1))--B A13 34-((A))--11A AGRICULTURAL RA A15 34-((A))--87 RESIDENTIAL A12 34-((A))--11 AGRICULTURAL EM 45 Carmeuse Lime & Stone Clear Brook, VA 9 proposed mine area. The relocated portion of the road will be constructed as a two-lane paved roadway from Grace Church Road to its intersection with Woodbine Road. Also, Branson Springs Road will terminate in a cul de sac east of the W&W Railroad crossing, and Woodside Road will also terminate in a cul de sac just east of the W&W Railroad crossing near the Titan concrete plant. Figure 5 shows the location of these roadway features. Mining equipment will cross Brucetown Road through an existing tunnel under the road. Carmeuse customers will continue to use the existing entrance on Brucetown Road. 46 Carmeuse Lime & Stone Clear Brook, VA 10 Figure 5 Proposed Roadway Modifications Sewage Conveyance and Treatment Wastewater generated on the site will be in Port-a-Pottys which will be maintained by private haulers. Wastewater will be transported to the Opequon Creek Water Reclamation facility where it will be treated. 47 Carmeuse Lime & Stone Clear Brook, VA 11 Water Supply There will not be a need for potable water in the mine area. Excess water from the mine could potentially be used to supply drinking water to Frederick County citizens and businesses. Drainage Drainage from the area flows east via Turkey Run and Duncan Run. Surface runoff from the mining area will be routed through stormwater management facilities to control the quantity and quality of stormwater leaving the site. Solid Waste Disposal Facilities There is no planned solid waste stream associated with this project. If solid waste should occur, it will be collected and disposed of by private haulers. The solid waste generated in the mine, if any, will be transferred to the Frederick County Landfill Facility by private licensed commercial carriers. Historical Site and Structures A review of the online Virginia Dept. of Historic Resources records shows several historic architectural or archeological sites in the proposed project area. Figure 6 shows the Dept of Historic Resources map showing the location of the features. The following brief descriptions correlate to the feature ID number. Site 034-5138. A review of the VA Department of Historic Resources records showed this resource as a barn on Woodside Road, constructed between 1946 and 1991 with no discernable style. Site 034-0730. The VA Department of Historic Resources records showed this resource as the Dangerfield-Phelps-Robinson, House, currently known as Mt Prospect. It was constructed in 1810Ca during the Early National Period (1790-1829). Mt Prospect is unusual in that is a stone house which burned and was partially rebuilt using brick. Site 034-0731. The VA Department of Historic Resources records identified this site as the Branson-Stephenson-Huyett-Light House, currently known as Woodside. The house was constructed in the 1840Ca Antebellum Period (1839-1860). Site 034-1053. The VA Department of Historic Resources records also showed this resource as the David Shaull house, currently known as the - Anderson – Reese House. The house was constructed in 1845Ca Antebellum Period (1830-1860). Site 44FK0697. The VA Department of Historic Resources records also showed this site as a small trash scatter near the Mt. pleasant house. 48 Carmeuse Lime & Stone Clear Brook, VA 12 Figure 6 VA Department of Historic Resources Map 49 Carmeuse Lime & Stone Clear Brook, VA 13 Impact on Community Facilities Educational Facilities – This project will not add children to the school system. Emergency Services – the Frederick County Sheriff Department will provide Police protection. The property is in the first response area for the Clear Brook Fire and Rescue station. Therefore, response times from the station to the site are reasonable. Parks and Recreation – This project will not add to the population of Frederick County and, therefore, will not increase the demand for Parks and Recreational services. Solid Waste – As previously stated, solid waste is not expected to be generated on the site, but if any occurs it will be collected and transported by private haulers to the Frederick County land fill. 50 October 31, 2022 TRAFFIC DIVERSION STUDY Carmeuse Lime and Stone Clear Brook, VA 12/19/22 Prepared for: Carmeuse Lime & Stone 508 Quarry Lane Clear Brook, VA 22642 Prepared by: Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 12/20/22 51 Table of Contents Executive Summary ....................................................................................................................................... 2 Introduction and Background Information ................................................................................................... 1 Project Location and Description .............................................................................................................. 1 Non-existent Transportation Improvements ............................................................................................ 2 TIA Scoping ................................................................................................................................................ 2 Study Area ................................................................................................................................................. 2 Existing Roadway Descriptions ................................................................................................................. 3 Nearby Land Uses ..................................................................................................................................... 4 Comprehensive Plan ............................................................................................................................. 4 Zoning ................................................................................................................................................... 6 VDOT Functional Classification ................................................................................................................. 7 Multi-Modal Access .................................................................................................................................. 7 Future Transportation Improvements ...................................................................................................... 7 Existing Conditions ........................................................................................................................................ 8 Existing Traffic Operations ........................................................................................................................ 8 Assessment of the Existing Conditions: .................................................................................................... 8 Planned Quarry Development .................................................................................................................... 10 Overview ................................................................................................................................................. 10 Roadways Impacted ............................................................................................................................ 10 Travel Times ............................................................................................................................................ 12 Diverted Travel Times ......................................................................................................................... 14 Delays ...................................................................................................................................................... 16 Conclusions and Recommendations ........................................................................................................... 17 52 Executive Summary This Traffic Diversion Study has been performed to quantify the changes in travel times resulting from the relocation and vacation of public roadways that pass through the mining area proposed by Carmeuse. The Virginia Department of Energy regulations prohibits the traveling public from entering a permitted mine area due to the potential dangers of mining activity. Therefore, Carmeuse proposes to reroute the traveling public around the proposed mining area by vacating portions of the following public roads: • Branson Springs Road (Route 668) to be terminated with a cul de sac near the W&W railroad crossing. • Woodside Road (Route 671) to be terminated with a cul de sac near the W&W railroad crossing. • Woodside Road (Route 671) to be relocated to the east of the proposed mine area. • Grace Church Road (Route 668) to be routed into the relocated Woodside Road. Travel times were collected in five runs between 11:00AM and 2:00PM along three primary travel routes between Point A, the intersection of Grace Church Rd and John Deere Ct, and US Route 11 and I-81. Travel times were also computed on a new route between Point A and US Route 11 and I-81 at Rest Church Road. The collected travel times were averaged to arrive at a travel time for each route. Variations in travel times are attributed to the distance, roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, most drivers will not feel safe at that speed. The higher speed limit and hard surface on Sir John and Brucetown Roads permit motorists to travel at higher speeds, reducing their overall travel times. In addition, the traffic signals at Route 11 randomly affected travel times to I-81. Existing travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, which results in slower speeds due to the narrow roadway width, short site distances, and gravel surface. The relocated woodside Rd will be paved, which will enable motorists to travel at 45MPH. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81. The following table summarizes the anticipated changes in travel times resulting from the proposed diversions. 53 From To Travel Time increase/decrease (min:sec) Diverted travel time (min:sec) Int of John Deere Ct & Grace Ch Rd Int of Route 11 & Brucetown Rd via Brucetown Rd instead of Grace Ch + Branson Sp + Rte 11 -0:36 3:40 Int of I-81 SB ramp @ Hopewell Rd via Brucetown Rd instead of Grace Ch + Branson Sp + Rte 11* Int of John Deere Ct & Grace Ch Rd -0:57 5:26 Int of John Deere Ct & Grace Ch Rd Int. of Route 11 & Rest Church Rd -0:09 6:45 Int of John Deere Ct & Grace Ch Rd Int of I-81 NB ramp and Rest Church Rd -0:11 7:35 While the travel time savings associated with the proposed diversions are minor, they do allow the traveling public to reach their destinations efficiently and safely. This engineer believes that the changes in travel times resulting from this rezoning are both manageable and acceptable for this project setting. 54 Introduction and Background Information Page | 1 Introduction and Background Information Project Location and Description This project involves rezoning 391.87 +/- acres in Frederick County, VA, for surface ore mining. The project is north of Clear Brook, VA, and east of Route 11. Figure 1 shows the location of the site. Figure 1 Project location map The project site consists of rolling fields currently being used for farming. Route 11 and I-81 are to the west of the site, Woodbine Road is to the north, and the W&W railroad is along the western property boundary. Grace Church Road (Route 668), Branson Springs Rd (Route 668), and Woodside Road (Route 671) are gravel roads that pass through the project area. Two single- family residences and some farm buildings are also present within the project boundary. Exit 323 Exit 321 55 Introduction and Background Information Page | 2 Non-existent Transportation Improvements Based on a review of the online VDOT Six-Year Improvement plan, there are no VDOT roadway improvement projects in the area. The Frederick County 2022/23-2027/28 PRIMARY ROAD IMPROVEMENT PLAN calls for Route 11 to be widened to a 4-lane urban section between Cedar Hill Road and West Virginia and the Frederick County NON-HARD SURFACE ROAD IMPROVEMENT PROJECTS 2022/2023 through 2027/2028 show the paving of Grace Church Road as unscheduled. Both projects are dependent on VDOT funding. TIA Scoping A Traffic Study Pre-Scope of Work meeting was held with VDOT on January 25th, 2022, with a follow-up meeting on March 30th, 2022. The study was determined to be a Diversion Study rather than a routine Traffic Impact Analysis since the proposed rezoning generates no new traffic. A copy of the final scoping document is included in Appendix A. Study Area The study area extends from Rest Church Road (Route 669) on the north to Hopewell and Brucetown Roads (Route 672) on the south and from Sir Johns Road (Route 667) on the east to I-81 on the west. Figure 2 shows the study area in this analysis. 56 Introduction and Background Information Page | 3 Figure 2 Project Study Area Existing Roadway Descriptions The attributes of the existing road network in the study area are described in Table 1. The Virginia Department of Transportation maintains these roads. Study Rezoning Area 57 Introduction and Background Information Page | 4 Table 1 Existing streets attributes Route Number Street Name Surface No. Lanes Speed Limit (mph) 2021 AADT 11 Martinsburg Pike Pavement 2 with TWLTL 45 posted 6800 667 Sir Johns Rd Pavement 2 55 (statutory) 620 668 Grace Church Rd Gravel 2 35 (statutory) 130 668 Branson Spring Rd Pavement 2 55 (statutory) 160 669 Rest Church Rd Pavement 2 to 4 plus turn lanes 35 posted 9900 669 Woodbine Rd Pavement, gravel 2 55 (statutory) 490 671 Woodside Rd Gravel 2 35 (statutory) 130 672 Brucetown/ Hopewell Rd Pavement 2 Rte 11 to Quarry Ln – 35 Quarry Ln to Brucetown – 45 Brucetown to Sir Johns - 25 3500 2300 Nearby Land Uses The W&W railroad, businesses, and the Frederick County Public Schools warehouse are to the west of the project area, while agriculture is on the remaining three sides. Comprehensive Plan The Frederick County Comprehensive Plan – 2005 to 2025 envisions the land use for the site to be Heavy Industrial, Industrial, and Warehousing, as shown in figure 3. 58 Introduction and Background Information Page | 5 Figure 3 Comprehensive Plan 2030 Land Use Map Rezoning Area 59 Introduction and Background Information Page | 6 Zoning The current zoning on the site is Agriculture. See figure 4. Figure 4 Frederick County Zoning Map Rezoning Area 60 Introduction and Background Information Page | 7 VDOT Functional Classification The VDOT Functional Plan for this portion of Frederick County is shown in Figure 5, which shows Route 11 (Martinsburg Pike) as a "Major Collector" in the vicinity of the study area, and I-81 with a Functional Classification of "Interstate." The functional designation establishes the VDOT Access Management requirements for median crossovers and traffic control. Figure 5 VDOT Approved Roadway Functional Classification Map Multi-Modal Access The existing roadway network does not include continuous pedestrian access. Bike lanes are not included in the existing roadway typical sections. Future Transportation Improvements Based on a review of the online VDOT Six-Year Improvement plan, there are no VDOT roadway improvement projects in the area. The Frederick County 2022/23-2027/28 PRIMARY ROAD IMPROVEMENT PLAN calls for Route 11 to be widened to a 4-lane urban section between Cedar Hill Road and West Virginia and the Frederick County NON-HARD SURFACE ROAD IMPROVEMENT PROJECTS 2022/2023 through 2027/2028 show the paving of Grace Church Road as unscheduled. Both projects are dependent on VDOT funding. 61 Existing Conditions Page | 8 Existing Conditions Existing Traffic Operations For background and reference, turning movement traffic counts were collected on Tuesday, November 16th, and Thursday, November 18th, 2021, from 6:00 AM to 9:00 AM and from 3:00 PM to 6:00 PM to identify the peak traffic volume hours. Upon reviewing the data, abnormally high volumes were observed in the AM count around exit 321. Upon further investigation, it was found that an accident in the southbound lanes of I-81 just south of exit 321 was causing traffic to reroute onto Hopewell Road and south on Route 11. Therefore, this area was counted again on May 17th, 2022. Pre-COVID AM traffic counts collected in 2019 were grown at 1%/year for three years and were used as a comparison to the May 17th counts around exit 321. The AM peak hour volumes used at exit 321, Hopewell Road and Brucetown Road are a blend and adjustment of volumes representing the historical traffic growth. The November 18th, 2021, PM peak hour volumes were unaffected. In addition to the counts at Brucetown and Hopewell Roads, a combined count was assembled to identify the peak hours for the combined traffic volume. Following consultation with VDOT, a 24 hr video count was performed at the intersection of Woodside Rd and Branson Springs Rd, and Woodside Rd Grace Church Rd on Tuesday, April 6th, 2022. The traffic count data is included in Appendix B. The existing turning movement data for the AM and PM peak hours are summarized in Figure 6. Assessment of the Existing Conditions: • Very few vehicles are using Branson Springs Rd, Woodside Rd, and Grace Church Road. Eleven vehicles passed through the Branson Springs/Woodside intersection during the peak AM hour which includes two UPS size trucks. During the peak PM hour, a total of twenty-two vehicles passed through the Branson Springs/Woodside intersection with no trucks. These volumes are proposed to be rerouted. • A large volume of southbound traffic moves from Route 11 to Rest Church Road to I-81 in the AM peak hour and goes opposite in the PM peak hour. This consumes much of the capacity on Rest Church Road, creating traffic congestion in the morning and evening peak hours. The other intersections in the vicinity of exit 323 functions without undue congestion. • The east and west approaches of the signalized intersections of Hopewell and Brucetown Roads on Route 11 experience delays in the AM and PM peak hours. Heavy vehicles are going to and from various commercial and industrial facilities near the intersection. When heavy vehicles are present, they delay traffic because they accelerate slower than a car. In addition, the approaches from the east and west both have a single shared lane which restricts turning movements and causes further delays. 62 Existing Conditions Page | 9 Figure 6 2021 Existing Traffic Volumes 63 Travel Times Page | 10 Planned Quarry Development Overview Carmeuse has acquired property north of Brucetown Road and intends to perform surface mining there. The mining activity will extend northward from the existing quarries north side of Brucetown Road, as shown in Figure 2. While the mining activity will take place over many years, the initial berm construction and vegetative screening is expected to occur early in the project development. This work will cause several roads in the project area to be rerouted or closed, which will require motorists to travel on alternate routes. Impacted Roadways The Virginia Department of Energy regulations prohibits the traveling public from entering an active mine area due to the danger mining activity presents. Therefore, prior to work beginning those roadways that pass through the mining area will be rerouted or closed. This includes: • Branson Springs Road (Route 668) to be closed with a cul de sac east of the W&W railroad crossing • Woodside Road (Route 671) to be rerouted • Grace Church Road (Route 668) to be closed with a cul de sac east of the W&W railroad crossing Woodside Road will be relocated to the east of the rezoning area. Figure 7 shows these planned road changes. 64 Travel Times Page | 11 Figure 7 Planned Roadway Changes Rezoning Area 65 Travel Times Page | 12 Travel Times As previously mentioned, the purpose of this study is to determine the change in travel times motorists will experience due to these roadways being relocated or closed. Methodology To determine the difference in travel times, travel time runs along the roadways to be rerouted or closed were measured, as were travel times along the logical alternative routes. A set of travel times runs along each route was measured five times, and then averaged to get a travel time. Appendix C shows the data from the travel time runs and the average time. Travel times were measured between 11:00AM and 1:00 PM on Wednesday September 14 and Thursday September 15, 2022. Performing the travel time runs mid-day provided a better representation of the actual travel times without variable delays caused by external conditions, such as variable traffic volumes and congestion in the peak hours. For the purposes of this study, the intersection of Grace Church Road and John Deere Court was selected as the origin-destination point for the motorist who the proposed road changes will divert. This intersection is positioned to give the motorist a choice of routes to Route 11 and I- 81. Also, for the purposes of this study, it is assumed that motorists desiring to go south on I-81 will use Brucetown Road to Hopewell Road. Those wishing to go north on Route 11 or I-81 are using any combination of routes, including Grace Church Road to Branson Springs Road to Route 11, and Grace Church Road to Woodside Road to Woodbine Road to Route 11. To develop a travel time as close as possible to that experienced by motorists currently using the affected roadways, origin and destination points were identified as: • Southbound I-81 ramps at exit 321 • Northbound I-81 ramps at exit 323 • Route 11 at the intersection of Brucetown Rd • Route 11 at the intersection of Rest Church Rd • The intersection of Grace Church Road and John Deere Ct Tables 2 and 3 show the existing average inbound and outbound travel times between these origins and destinations. 66 Travel Times Page | 13 Table 2 Existing outbound travel times. From To Average Travel Time (min:sec) John Deere Ct & Grace Ch Rd Route 11 and Brucetown Rd via Brucetown Rd 3:40 John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via Brucetown Rd 6:57 John Deere Ct & Grace Ch Rd Route 11 and Brucetown Rd via Grace Ch Rd & Branson Sp Rd 4:16 John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via Grace Ch Rd & Branson Sp Rd 7:33 John Deere Ct & Grace Ch Rd Route 11 & Rest Church Rd via Woodside Rd & Woodbine Rd 6:54 John Deere Ct & Grace Ch Rd I-81 SB ramp @ Rest Church Rd via Woodside Rd & Woodbine Rd 7:46 Table 3 Existing inbound travel times. From To Average Travel Time (min:sec) Route 11 & Hopewell Rd John Deere Ct & Grace Ch Rd via Brucetown Rd 4:39 I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via Brucetown Rd 5:26 Route 11 & Hopewell Rd John Deere Ct & Grace Ch Rd via Branson Sp Rd & Grace Ch Rd 5:36 I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via Branson Sp Rd & Grace Ch Rd 6:23 Route 11 & Rest Church Rd John Deere Ct & Grace Ch Rd via Woodbine Rd, Woodside Rd, & Grace Ch Rd 7:11 I-81 SB ramp and Rest Church Rd John Deere Ct & Grace Ch Rd via Woodbine Rd, Woodside Rd, & Grace Ch Rd 7:55 67 Travel Times Page | 14 Diverted Travel Times The relocation and improvement of Woodside Road and the closure of Branson Springs and Woodside Roads will require southbound traffic to use Brucetown Rd to get to southbound Route 11 or I-81SB. Northbound motorists will use the relocated Woodside Road to get to Route 11 and I-81NB. To get the travel time for routes using the relocated Woodside Road a speed of 45 MPH for the 2.3-mile length of new road was added to the proportional travel times on Grace church Road and Woodbine Roads. Tables 4 through 7 provide the computation of the travel time for this route. Table 4 Travel Time from A to Route 11 via Relocated Woodside Rd Segment Distance Average Travel Speed Travel Time Grace Church Rd 0.72 25 0:01:43 Woodside Rd 2.3 45 0:03:04 Woodbine Rd 0.78 40 0:01:18 Route 11 0.28 45 0:00:55 TOTAL 4.08 0:07:00 Table 5 travel Time from A to Exit 323 NB via Realigned Woodside Rd Segment Distance Average Travel Speed Travel Time Grace Church Rd 0.72 25 0:01:43 Woodside Rd 2.3 45 0:03:04 Woodbine Rd 0.78 40 0:01:18 Route 11 0.28 45 0:01:25 Rest Church Road 0.16 35 0:00:45 TOTAL 4.24 0:08:15 Table 6 Travel Time from Route 11 to A via Relocated Woodside Rd. Segment Distance Average Travel Speed Travel Time Grace Church Rd 0.72 25 0:01:43 Woodside Rd 2.3 45 0:03:04 Woodbine Rd 0.78 40 0:01:18 Route 11 0.28 45 0:00:40 TOTAL 4.08 0:06:45 68 Travel Times Page | 15 Table 7 Travel Time from I-81NB to A via Relocated Woodside Rd. Segment Distance Average Travel Speed Travel Time Grace Church Rd 0.72 25 0:01:43 Woodside Rd 2.3 45 0:03:04 Woodbine Rd 0.78 40 0:01:18 Route 11 0.28 45 0:01:45 Rest Church Road 0.16 35 0:00:05 TOTAL 4.24 0:07:55 Tables 8 and 9 show the travel times on the diversion routes. This assumes that southbound motorist will use Brucetown Road, and northbound motorist will use relocated Woodside Rd. Table 8 Diverted outbound travel times From To Average Travel Time (min:sec) John Deere Ct & Grace Ch Rd Route 11 & Brucetown Rd via Brucetown Rd 3:40 John Deere Ct & Grace Ch Rd I-81 SB ramp @ Hopewell Rd via Brucetown Rd 6:57 John Deere Ct & Grace Ch Rd Route 11 & Rest Church Rd via relocated Woodside Rd 7:00 John Deere Ct & Grace Ch Rd I-81 NB ramp and Rest Church Rd via relocated Woodside Road 8:15 Table 9 Diverted inbound travel times From To Average Travel Time (min:sec) Route 11 & Brucetown Rd John Deere Ct & Grace Ch Rd via Brucetown Rd 4:39 I-81 SB ramps @ Hopewell Rd John Deere Ct & Grace Ch Rd via Brucetown Rd 5:26 Route 11 & Rest Church Rd John Deere Ct & Grace Ch Rd via relocated Woodside Rd 6:45 I-81 NB ramp and Rest Church Rd John Deere Ct & Grace Ch Rd via Woodside Rd 7:55 69 Travel Times Page | 16 Delays The difference in travel times between a diverted and a non-diverted travel route is delay. For motorists desiring to go south on Route 11 or I-81 from point A, the travel time using Brucetown Road is shorter than that of Grace Church and Branson Spring Roads. The travel times for motorists traveling north to Rest Church Road are longer. Table 6 provides a summary of the increase/decrease in travel times and the diverted travel times. Table 10 Travel time delays From To Travel Time increase/decrease (min:sec) Diverted travel time (min:sec) Int of John Deere Ct & Grace Ch Rd Int of Route 11 & Brucetown Rd via Brucetown Rd instead of Grace Ch + Branson Sp + Rte 11 -0:36 3:40 Int of I-81 SB ramp @ Hopewell Rd via Brucetown Rd instead of Grace Ch + Branson Sp + Rte 11* Int of John Deere Ct & Grace Ch Rd -0:57 5:26 Int of John Deere Ct & Grace Ch Rd Int. of Route 11 & Rest Church Rd -0:09 6:45 Int of John Deere Ct & Grace Ch Rd Int of I-81 NB ramp and Rest Church Rd -0:11 7:35 While the travel time reductions are minor, the diversion routes do allow the traveling public to reach their destinations efficiently and safely. The variations in travel times are primarily attributed to the roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, a driver may not feel safe at that speed. While travel times were being collected, 25MPH was the maximum speed our drivers wanted to go. The higher speed limit and hard surface roads on Sir Johns and Brucetown Roads permit the motorist to travel at higher speeds, thereby reducing their overall travel times. The traffic signal at Route 11 and Brucetown Road randomly affected travel times to I-81. Travel to Rest Church Road is likewise affected by roadway surface, speed limits, and signal phasing. Travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, and slower speeds are experienced due to the narrow roadway width, short site distances, and gravel surface. Even though the distance is longer, the ability to travel at 45MPH over those longer distances increased the travel times only modestly. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81. 70 Conclusions and Recommendations Page | 17 Conclusions and Recommendations This Traffic Diversion Study has been performed to quantify the changes in travel times resulting from the relocation and vacation of public roadways that pass through the mining area proposed by Carmeuse. The Virginia Department of Energy regulations prohibits the traveling public from entering a permitted mine area due to the potential dangers of mining activity. Therefore, Carmeuse proposes to reroute the traveling public around the proposed mining area by vacating portions of the following public roads: • Branson Springs Road (Route 668) to be terminated with a cul de sac near the W&W railroad crossing. • Woodside Road (Route 671) to be terminated with a cul de sac near the W&W railroad crossing. • Woodside Road (Route 671) to be relocated to the east of the proposed mine area. • Grace Church Road (Route 668) to be routed into the relocated Woodside Road. Travel times were collected in five runs between 11:00AM and 2:00PM along three primary travel routes between Point A, the intersection of Grace Church Rd and John Deere Ct, and US Route 11 and I-81. Travel times were also computed on a new route between Point A and US Route 11 and I-81 at Rest Church Road. The collected travel times were averaged to arrive at a travel time for each route. Variations in travel times are attributed to the distance, roadway surface, speed limits, and signal phasing. The speed limits on Grace Church, Woodside, and Branson Spring Roads are 35MPH by statute, but due to the narrow roadway width, short site distances, and gravel surface, most drivers will not feel safe at that speed. The higher speed limit and hard surface on Sir John and Brucetown Roads permit motorists to travel at higher speeds, reducing their overall travel times. In addition, the traffic signals at Route 11 randomly affected travel times to I-81. Existing travel on Grace Church, Woodside, and Branson Spring Roads is limited by driver comfort, which results in slower speeds due to the narrow roadway width, short site distances, and gravel surface. The relocated woodside Rd will be paved, which will enable motorists to travel at 45MPH. The traffic signal at Route 11 and Rest Church Road randomly affected travel times to I-81. This engineer believes that this rezoning and its associated traffic diversions result in travel time changes that are both manageable and acceptable for this project setting. 71 Appendix A Pre-Scope of Work Meeting Form 72 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 73 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. PRE-SCOPE OF WORK MEETING FORM Information on the Project Traffic Impact Analysis Base Assumptions The applicant is responsible for entering the relevant information and submitting the form to VDOT and the locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline, the scope of work meeting may be postponed. Contact Information Consultant Name: Tele: E-mail: Stowe Engineering, PLC 540.686.7373 timstowe@stowecompanies.com Developer/Owner Name: Tele: E-mail: O N Minerals d.b.a Carmeuse Lime and Stone 540.662.3855 x4037 Logan.Thompson@carmeuse.com Project Information Project Name: Carmeuse Rezoning Locality/County: Frederick Project Location: (Attach regional and site specific location map) north of Brucetown Rd, east of Route 11, east of W&W railroad, wet of Woodside Rd Submission Type Comp Plan Rezoning Site Plan Subd Plat Project Description: (Including details on the land use, acreage, phasing, access location, etc. Attach additional sheet if necessary) Rezoning of 330+/- acres from RA to EM Proposed Use(s): (Check all that apply; attach additional pages as necessary) Residential Commercial Mixed Use Other Residential Uses(s) Number of Units: ITE LU Code(s): Commercial Use(s) ITE LU Code(s): Square Ft or Other Variable: Other Use(s) ITE LU Code(s): Independent Variable(s): see notes in assumptions Total Peak Hour Trip Projection: Less than 100 100 – 499 500 – 999 1,000 or more 74 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Traffic Impact Analysis Assumptions Study Period Existing Year: 2022 Build-out Year: 2035 Design Year: 2041 Study Area Boundaries (Attach map) North: Route 669 Rest Church Rd South: Route 672 Hopewell Rd East: Carmeuse Entrance West: I-81 External Factors That Could Affect Project (Planned road improvements, other nearby developments) none known Consistency With Comprehensive Plan (Land use, transportation plan) not currently Available Traffic Data (Historical, forecasts) VDOT published traffic data and counts from previous studies Trip Distribution (Attach sketch) Road Name: see attachment Road Name: Road Name: Road Name: Annual Vehicle Trip Growth Rate: 1% Peak Period for Study (check all that apply) AM PM SAT Peak Hour of the Generator Study Intersections and/or Road Segments (Attach additional sheets as necessary) 1.see attachment 6. 2. 7. 3. 8. 4. 9. 5. 10. Trip Adjustment Factors Internal allowance: Yes No Reduction: % trips Pass-by allowance: Yes No Reduction: % trips Software Methodology Synchro HCS (v.2000/+) aaSIDRA CORSIM Other Traffic Signal Proposed or Affected (Analysis software to be used, progression speed, cycle length) The traffic signals at Brucetown Rd/Hopewell Rd/Route 11 will continue to pass Carmeuse traffic with no proposed Carmeuse traffic increase. 75 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Improvement(s) Assumed or to be Considered Traffic signals at I-81 ramps proffered by Blain-Cline rezoning. Background Traffic Studies Considered none Plan Submission Master Development Plan (MDP) Generalized Development Plan (GDP) Preliminary/Sketch Plan Other Plan type (Final Site, Subd. Plan) Additional Issues to be Addressed Queuing analysis Actuation/Coordination Weaving analysis Merge analysis Bike/Ped Accommodations Intersection(s) TDM Measures Other NOTES on ASSUMPTIONS: 1.This project is not planned to increase quarry related traffic; it expands access to reserves. Existing historical traffic volumes are provided in this document. 2.Merge analysis will be performed on the I-81 ramps. 3.An Operational Analysis will be performed where roadways are proposed to be removed or rerouted, to include: + Analysis of current routes, traffic volumes, and travel times +Identification of proposed road closures and relocations +Identification of routes receiving diverted trips +Analysis of routes receiving diverted trips +Identification of areas that will be impacted +Quantify the current and rerouted travel times +Evaluate each property for access to a public roadway or dedicated ingress/egress easement SIGNED: _______________________ DATE: ______________ Applicant or Consultant PRINT NAME: _____________________________ Applicant or Consultant 3/23/22 Tim Stowe 76 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. 77 24 HR Classified Count Study Intersection Study Intersection Study Intersection Quarry Ent 24 HR Classified Count Study Intersection 327.9 AC +/- Exit 323 Exit 321 PROJECT LOCATION Study Intersection Quarry Ent PROPOSED TRAFFIC COUNT LOCATIONSCARMEUSE REZONINGFREDERICK COUNTY, VArev. 3/23/22 78 40% 40% 10% 4% 4% 2% 327.9 AC +/- Exit 323 Exit 321 PROJECT LOCATION PROPOSED TRIP DISTRIBUTIONCARMEUSE REZONINGFREDERICK COUNTY, VA79 Stowe Engineering, PLC Tel 540.686.7373 Fax 540.301.1100 103 Heath Court Winchester, VA 22602 01.17.2022 Memo Background: Carmeuse Lime and Stone request the rezoning of 327.9 acres from RA to EM zoning. The rezoning will allow Carmeuse to gain access to additional reserves to continue operations at current levels. There is no plan to increase production, and therefore traffic is expected to remain unchanged from present-day traffic volumes. In recent years Carmeuse has relied heavily on rail to move large amounts of aggregate out of the area. Locally, trucks transport aggregate, lime, and milled limestone. Almost all trucks come from or head to the west on Brucetown Road. From there, the rips disburse on Route 11 or I-81. The Institute for Transportation Engineer's Trip Generation Manual, the 11th edition, does not have a land use category for surface mines. Therefore, historical count data and current turning movement counts have been used to quantify the existing trips generated at the Carmeuse plant in Clear Brook, VA. Truck Design Hourly Volume: Carmeuse weighs all customer aggregate trucks when they leave the property. All customer lime and milled limestone trucks cross the scales on arrival and departure from the property. This action provides a historical record of the total number of trucks leaving the property. Table 1 and Figure 1 on the following pages show the monthly and daily average number of trucks crossing the scales in each of the last four years. The monthly average number of trucks for each of the past 4 years was ordered from highest to lowest and plotted from this data. See Table 2 and Figure 2. By evaluating the slope of the line, it becomes easy to identify an overall daily design volume at 200 trucks/day based on the line's upper break point. Trip Generation: The daily design volume of trucks is 43% greater than the actual volume of trucks that crossed the scales on November 16, 2021, the day the turning movement counts were collected at the Carmeuse entrance. To calculate the average AM and PM peak hour trips at the entrance, the peak hour turning movement volumes entering and leaving the site was increased by 43%. The result is presented in Table 3, which also provides a breakdown of non-customer trips, including 90 employees, 30 contractor employees (average), and 15 trips for goods and services. To VDOT Land Use Engineer, Edinburg, VA. From Tim Stowe Stowe Engineering, PLC CC Transportation Planning, Staunton Dist Re Traffic Study for Carmeuse Rezoning, Clear Brook, VA 80 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. 81 2018 2019 2020 2021 Notes Jan 5006 2483 4101 2801 Feb 4451 1976 3146 2339 March 3788 3182 3468 3855 April 5155 3932 3825 3486 May 5181 4262 4096 3086 June 5223 4445 4308 4362 July 4699 4206 3950 3671 Aug 4106 4550 3140 3630 Sept 3652 6759 3553 3386 Oct 4380 6743 5082 3765 Nov 3733 3451 3281 3142 Nov 2021 Average = 126/day Dec 3053 2711 2391 3389 Total 52427 48700 44341 40912 Month Truck Avg 4,369 4,058 3,695 3,656 Daily Truck Avg 175 162 148 146 Using 25 days per month(excluding Sat's) TABLE 1. MONTHLY TRUCK VOLUMES CROSSING SCALES Carmeuse Lime and Stone Clear Brook, VA 82 0 1000 2000 3000 4000 5000 6000 7000 8000 Jan Feb March April May June July Aug Sept Oct Nov Dec Figure 1. Monthly Truck Volumes Crossing Scales 2018 2019 2020 2021 83 2018 2018 Daily Average 2019 2019 Daily Average 2020 2020 Daily Average 2021 2021 Daily Average Jan 5006 200 2483 99 4101 164 2801 112 Feb 4451 178 1976 79 3146 126 2339 94 = Max March 3788 152 3182 127 3468 139 3855 154 April 5155 206 3932 157 3825 153 3486 139 = Min May 5181 207 4262 170 4096 164 3086 123 June 5223 209 4445 178 4308 172 4362 174 July 4699 188 4206 168 3950 158 3671 147 Aug 4106 164 4550 182 3140 126 3630 145 Sept 3652 146 6759 270 3553 142 3386 135 Oct 4380 175 6743 270 5082 203 3765 151 Nov 3733 149 3451 138 3281 131 3142 126 Dec 3053 122 2711 108 2391 96 3389 136 Table 2. Average Daily Truck Volumes Crossing Scales Carmeuse Lime and Stone Clear Brook, Virginia 84 0 50 100 150 200 250 300 Figure 2. Average Daily Truck Volume Crossing Scales January 2018 to December 2021 Design Point =200 Max Min 85 enter exit enter exit Design Volume Daily Trucks @ scales (from graph)200 45 10 3 27 400 Employees (90+/-)90 20 5 1 12 180 Contractor Employees (30+/-)30 7 2 0 4 60 Goods and Services deliveries (15+/-)15 3 1 0 2 30 Total Carmeuse Traffic 335 76 17 4 46 670 Note 1 11/16/21 peak hour turning movement volumes have been increased by 43% to align with the design hour daily values AM PM Table 3. Peak Hour Traffic Volumes Carmeuse Lime and Stone Quarry Clear Brook, Frederick County, VA 14-Jan-22 Source: Carmeuse &11/16/21 Traffic Count Data Peak Hour1 Traffic Generator One Way Volume ADT = One-Way Volume * 2 86 87 88 89 enter exit enter exit Design Volume Daily Trucks @ scales (from graph)200 45 10 3 27 400 Employees (90+/-)90 20 5 1 12 180 Contractor Employees (30+/-)30 7 2 0 4 60 Goods and Services deliveries (15+/-)15 3 1 0 2 30 Total Carmeuse Traffic 335 76 17 4 46 670 Note 1 11/16/21 peak hour turning movement volumes have been increased by 43% to align with the design hour daily values AM PM Table 3. Peak Hour Traffic Volumes Carmeuse Lime and Stone Quarry Clear Brook, Frederick County, VA 14-Jan-22 Source: Carmeuse &11/16/21 Traffic Count Data Peak Hour1 Traffic Generator One Way Volume ADT = One-Way Volume * 2 90 Appendix B Traffic Count Data 91 CARS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: I-81 NB On Ramp - I-81 NB Off Ramp Date: November 16, 2021 Tuesday and: Route 672 (Hopewell Rd) Weather: Cool, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 3 TOTAL on: I-81 NB On Ramp on: I-81 NB Off Ramp on:Route 672 (Hopewell Rd)on:Route 672 (Hopewell Rd)N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:1500000510061412002609301244 6:15 - 6:300000012100131620003609501463 6:30 - 6:450000020000208130021027102869 6:45 - 7:0000000190302213230036032103391 7:00 - 7:1500000150301814260040034503997 7:15 - 7:30000001603019133100440472049112 7:30 - 7:45000002125028253600610850186175 7:45 - 8:0000000170101892100300645069117 8:00 - 8:1500000160101710210031048305199 8:15 - 8:3000000100501592200310537060106 8:30 - 8:4500000130201510290140039404398 8:45 - 9:000000014040182330035030303386 3 Hr Totals 0000017842702091432870143104773915171157 1 Hr Totals 6:00 - 7:0000000562306151680011907710087267 6:15 - 7:150000066160735182001330102120114320 6:30 - 7:30000007009079489300141014090149369 6:45 - 7:4500000712140876511600181019881207475 7:00 - 8:00000006921208361114001750230121243501 7:15 - 8:15000007021008257109001660244101255503 7:30 - 8:30000006421207853100001530250151266497 7:45 - 8:450000056090653893011320204190223420 8:00 - 9:00000005301206531105011370170170187389 PEAK HOUR 7:00 - 8:00 000006921208361114001750230121243501 PM 3:00 - 3:150000024050299290038013501885 3:15 - 3:30000002215028243800620226028118 3:30 - 3:4500000220150371920003901611027103 3:45 - 4:00000001605021155400690287035125 4:00 - 4:150000014180231841005902014034116 4:15 - 4:30000002209031244200660328040137 4:30 - 4:450000017060232653007901826044146 4:45 - 5:00000002107028154300580228030116 5:00 - 5:1500000190130322436006002713040132 5:15 - 5:3000000190110301359007203915054156 5:30 - 5:450000017017034144400580209029121 5:45 - 6:00000001601102713280041023102492 3 Hr Totals 000002292112034321448700701028012304031447 1 Hr Totals 3:00 - 4:00000008413001156714100208079290108431 3:15 - 4:15000007423301097615300229086380124462 3:30 - 4:30000007413701127615700233096400136481 3:45 - 4:4500000691280988319000273098550153524 4:00 - 5:00000007413001058317900262092560148515 4:15 - 5:15000007903501148917400263099550154531 4:30 - 5:300000076037011378191002690106620168550 4:45 - 5:450000076048012466182002480108450153525 5:00 - 6:000000071052012364167002310109380147501 PEAK HOUR 4:30 - 5:30 0010176037011378191002690106620168551 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 92 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: I-81 SB Off Ramp - I-81 SB On Ramp Date: November 16, 2021 Tuesday and: Route 672 (Hopewell Rd) Weather: Cool, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: I-81 SB Off Ramp on: I-81 SB On Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:15007070000001130143500829 6:15 - 6:30411001500000051902468001453 6:30 - 6:454020024000000412016811001959 6:45 - 7:00160250410000001119030714002192 7:00 - 7:1550270320000008240321022003296 7:15 - 7:302414106600000015200356180024125 7:30 - 7:458218401670010103650411170018227 7:45 - 8:0012026601880000001930223120015225 8:00 - 8:15532410960000001840221170018136 8:15 - 8:30205450700000002061274210126123 8:30 - 8:451432103800000016262448190027109 8:45 - 9:00321702200000016330498260034105 3 Hr Totals 345174040766001010169184335665190012561379 1 Hr Totals 6:00 - 7:0024162087000000216308424380062233 6:15 - 7:152918201120000002874010231550086300 6:30 - 7:3049111301630000003875011331650096372 6:45 - 7:45127217703060010107068013824710095540 7:00 - 8:00231421804530010107852013020690089673 7:15 - 8:15279623205170010108832012011640075713 7:30 - 8:30275102360521001010931811129670177711 7:45 - 8:452071217303920000007339311516690186593 8:00 - 9:009012124022600000070693142218301105473 PEAK HOUR 7:15 - 8:15 279623205170010108832012011640075713 PM 3:00 - 3:153090120000001918037114001564 3:15 - 3:303090120000001928047521002685 3:30 - 3:457070140000002317040524002983 3:45 - 4:00101401500000030390696260032116 4:00 - 4:15501502000000027280555230028103 4:15 - 4:30211601900000025280536250031103 4:30 - 4:45301101400000028320600360036110 4:45 - 5:0040150190000002429053819002799 5:00 - 5:15101201300000031260576330039109 5:15 - 5:30101902000000021480698370045134 5:30 - 5:45301301600000031330643200023103 5:45 - 6:0030130160000001526041113001471 3 Hr Totals 3611530190000000293352064554291003451180 1 Hr Totals 3:00 - 4:0014039053000000911020193178500102348 3:15 - 4:1516045061000000991120211219400115387 3:30 - 4:30151520680000001051120217229800120405 3:45 - 4:451115606800000011012702371711000127432 4:00 - 5:001415707200000010411702211910300122415 4:15 - 5:151015406500000010811502232011300133421 4:30 - 5:30905706600000010413502392212500147452 4:45 - 5:45905906800000010713602432510900134445 5:00 - 6:0080570650000009813302311810300121417 PEAK HOUR 4:30 - 5:30 905706600000010413502392212500147452 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 93 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Quarry Rd - Quarry Entrance Date: November 16, 2021 Tuesday and: Route 672 (Brucetown Rd) Weather: Cool, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: Quarry Rd on: Quarry Entrance on: Route 672 (Brucetown Rd) on: Route 672 (Brucetown Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:15000000080801620181300430 6:15 - 6:300000000202025002576001340 6:30 - 6:45000000020201700171413002746 6:45 - 7:00000000040402200221810002854 7:00 - 7:1500000002020250025168002451 7:15 - 7:30000000020203000301311002456 7:30 - 7:450000000404032003265001147 7:45 - 8:0000000005050220022413001744 8:00 - 8:1500000002020220022713002044 8:15 - 8:3000000003030240024810001845 8:30 - 8:450000000707036003665001154 8:45 - 9:0000000104050230023621002755 3 Hr Totals 00000104504602942029610611800224566 1 Hr Totals 6:00 - 7:00000000016016080208240320072170 6:15 - 7:15000000010010089008955370092191 6:30 - 7:300000000100100940094614200103207 6:45 - 7:4500000001201201090010953340087208 7:00 - 8:0000000001301301090010939370076198 7:15 - 8:1500000001301301060010630420072191 7:30 - 8:3000000001401401000010025410066180 7:45 - 8:4500000001701701040010425410066187 8:00 - 9:0000000101601701050010527490076198 PEAK HOUR 6:45 - 7:45 00000001201201090010953340087208 PM 3:00 - 3:1500000106070130013616002242 3:15 - 3:3000000008080210021223002554 3:30 - 3:4500000005160220022432003664 3:45 - 4:0000000006060290029127002863 4:00 - 4:150000000170170150015127002860 4:15 - 4:3000000006060290029030003065 4:30 - 4:4500000004040150015224002645 4:45 - 5:0000000004040250025129003059 5:00 - 5:150000000110110240024032003267 5:15 - 5:300000020160180350035234003689 5:30 - 5:4500000001010170017028002846 5:45 - 6:0000000000000140014535004054 3 Hr Totals 0000030841880259002592433700361708 1 Hr Totals 3:00 - 4:000000010251270850085139800111223 3:15 - 4:150000000361370870087810900117241 3:30 - 4:300000000341350950095611600122252 3:45 - 4:450000000330330880088410800112233 4:00 - 5:000000000310310840084411000114229 4:15 - 5:150000000250250930093311500118236 4:30 - 5:300000020350370990099511900124260 4:45 - 5:45000002032034010100101312300126261 5:00 - 6:000000020280300900090712900136256 PEAK HOUR 4:45 - 5:45 000002032034010100101312300126261 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 94 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 11 Date: November 18, 2021 Thursday and: Branson Spring Rd Weather: Warm, Cloudy Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: US 11 on: US 11 on: Branson Spring Rd on: N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:1503300331240025000000000058 6:15 - 6:3006000601210022000000000082 6:30 - 6:4506210630330033100010000097 6:45 - 7:00080008023600382000200000120 7:00 - 7:1505310542330035001010000090 7:15 - 7:30061006114600471010200000110 7:30 - 7:45099009902700272000200000128 7:45 - 8:00088008803700370010100000126 8:00 - 8:1505400540270128001010000083 8:15 - 8:30060006004100410030300000104 8:30 - 8:45063306623200341000100000101 8:45 - 9:0004210431450046002020000091 3 Hr Totals 0755607611040201413709016000001190 1 Hr Totals 6:00 - 7:000235102364114001183000300000357 6:15 - 7:150255202575123001283010400000389 6:30 - 7:300256202585148001534020600000417 6:45 - 7:450293102945142001475020700000448 7:00 - 8:000301103023143001463030600000454 7:15 - 8:150302003021137011393030600000447 7:30 - 8:300301003010132011332050700000441 7:45 - 8:450265302682137011401050600000414 8:00 - 9:000219402233145011491060700000379 PEAK HOUR 7:00 - 8:00 0301103023143001463030600000454 PM 3:00 - 3:15042304508300832000200000130 3:15 - 3:30042004207600760000000000118 3:30 - 3:45050005029600981020300000151 3:45 - 4:0005610572108001101020300000170 4:00 - 4:1505500550115001151000100000171 4:15 - 4:3005510562102001040010100000161 4:30 - 4:4506710680102001020020200000172 4:45 - 5:0006500650112001120010100000178 5:00 - 5:1505310540120001202010300000177 5:15 - 5:3005300530102001021000100000156 5:30 - 5:4506100613119001220000000000183 5:45 - 6:0004200421105011070000000000149 3 Hr Totals 0 641 7 0 648 10 1240 0 1 1251 809017000001916 1 Hr Totals 3:00 - 4:000190401944363003674040800000569 3:15 - 4:150203102044395003993040700000610 3:30 - 4:300216202186421004273050800000653 3:45 - 4:450233302364427004312050700000674 4:00 - 5:000242202442431004331040500000682 4:15 - 5:150240302432436004382050700000688 4:30 - 5:300238202400436004363040700000683 4:45 - 5:450232102333453004563020500000694 5:00 - 6:000209102104446014513010400000665 PEAK HOUR 4:45 - 5:45 0232102333453004563020500000694 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 95 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 11 Date: November 16, 2021 Tuesday and: Route 672 (Brucetown Rd) Weather: Cool, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:15 0 49 0 0 49 6 20 0 0 26 4 0 23 0 27 0 0 0 0 0 102 6:15 - 6:30 0 71 1 0 72 12 29 0 0 41 4 0 18 0 22 0 0 0 0 0 135 6:30 - 6:45 0 57 3 0 60 30 30 0 0 60 1 0 19 0 20 0 0 0 0 0 140 6:45 - 7:00 0 70 6 0 76 29 33 0 0 62 5 0 26 0 31 0 0 0 0 0 169 7:00 - 7:15 0 63 8 0 71 26 36 0 0 62 3 0 30 0 33 0 0 0 0 0 166 7:15 - 7:30 0 74 7 0 81 18 43 0 0 61 4 0 37 0 41 0 0 0 0 0 183 7:30 - 7:45 0 89 0 0 89 14 43 0 0 57 2 0 32 0 34 0 0 0 0 0 180 7:45 - 8:00 0 94 5 0 99 28 36 0 0 64 6 0 27 0 33 0 0 0 0 0 196 8:00 - 8:15 0 80 5 0 85 19 43 0 0 62 2 0 27 0 29 0 0 0 0 0 176 8:15 - 8:30 0 98 1 0 99 16 25 0 0 41 3 0 22 0 25 0 0 0 0 0 165 8:30 - 8:45 0 91 2 0 93 14 30 0 0 44 1 0 44 0 45 0 0 0 0 0 182 8:45 - 9:00 0 93 5 0 98 25 43 0 0 68 6 0 30 0 36 0 0 0 0 0 202 3 Hr Totals 0 929 43 0 972 237 411 0 0 648 41 0 335 0 376 0 0 0 0 0 1996 1 Hr Totals 6:00 - 7:00 0 247 10 0 257 77 112 0 0 189 14 0 86 0 100 0 0 0 0 0 546 6:15 - 7:15 0 261 18 0 279 97 128 0 0 225 13 0 93 0 106 0 0 0 0 0 610 6:30 - 7:30 0 264 24 0 288 103 142 0 0 245 13 0 112 0 125 0 0 0 0 0 658 6:45 - 7:45 0 296 21 0 317 87 155 0 0 242 14 0 125 0 139 0 0 0 0 0 698 7:00 - 8:00 0 320 20 0 340 86 158 0 0 244 15 0 126 0 141 0 0 0 0 0 725 7:15 - 8:15 0 337 17 0 354 79 165 0 0 244 14 0 123 0 137 0 0 0 0 0 735 7:30 - 8:30 0 361 11 0 372 77 147 0 0 224 13 0 108 0 121 0 0 0 0 0 717 7:45 - 8:45 0 363 13 0 376 77 134 0 0 211 12 0 120 0 132 0 0 0 0 0 719 8:00 - 9:00 0 362 13 0 375 74 141 0 0 215 12 0 123 0 135 0 0 0 0 0 725 PEAK HOUR 7:15 - 8:15 0 337 17 0 354 79 165 0 0 244 14 0 123 0 137 0 0 0 0 0 735 PM 3:00 - 3:15 0 57 7 0 64 22 90 0 0 112 5 0 23 0 28 0 0 0 0 0 204 3:15 - 3:30 0 42 7 0 49 30 75 0 0 105 11 0 32 0 43 0 0 0 0 0 197 3:30 - 3:45 0 54 7 0 61 43 98 0 0 141 9 0 24 0 33 0 0 0 0 0 235 3:45 - 4:00 0 77 6 0 83 31 102 0 0 133 9 0 37 0 46 0 0 0 0 0 262 4:00 - 4:15 0 46 6 0 52 29 113 0 0 142 11 0 33 0 44 0 0 0 0 0 238 4:15 - 4:30 0 58 5 0 63 28 111 0 0 139 11 0 36 0 47 0 0 0 0 0 249 4:30 - 4:45 0 50 4 0 54 26 97 0 0 123 6 0 25 0 31 0 0 0 0 0 208 4:45 - 5:00 0 56 8 0 64 29 110 0 0 139 7 0 29 0 36 0 0 0 0 0 239 5:00 - 5:15 0 74 3 0 77 33 98 0 0 131 6 0 31 0 37 0 0 0 0 0 245 5:15 - 5:30 0 58 4 0 62 32 113 0 0 145 3 0 51 0 54 0 0 0 0 0 261 5:30 - 5:45 0 76 0 0 76 34 102 0 0 136 7 0 21 0 28 0 0 0 0 0 240 5:45 - 6:00 0 49 6 0 55 36 103 0 0 139 6 0 15 0 21 0 0 0 0 0 215 3 Hr Totals 0 697 63 0 760 373 1212 0 0 1585 91 0 357 0 448 0 0 0 0 0 2793 1 Hr Totals 3:00 - 4:00 0 230 27 0 257 126 365 0 0 491 34 0 116 0 150 0 0 0 0 0 898 3:15 - 4:15 0 219 26 0 245 133 388 0 0 521 40 0 126 0 166 0 0 0 0 0 932 3:30 - 4:30 0 235 24 0 259 131 424 0 0 555 40 0 130 0 170 0 0 0 0 0 984 PHF 0.76 0.86 0.76 0.94 0.91 0.88 0.97 %T 5.5% 4.2% 6.1% 4.7% 2.5% 6.9% 1.4% 3:45 - 4:45 0 231 21 0 252 114 423 0 0 537 37 0 131 0 168 0 0 0 0 0 957 4:00 - 5:00 0 210 23 0 233 112 431 0 0 543 35 0 123 0 158 0 0 0 0 0 934 4:15 - 5:15 0 238 20 0 258 116 416 0 0 532 30 0 121 0 151 0 0 0 0 0 941 4:30 - 5:30 0 238 19 0 257 120 418 0 0 538 22 0 136 0 158 0 0 0 0 0 953 4:45 - 5:45 0 264 15 0 279 128 423 0 0 551 23 0 132 0 155 0 0 0 0 0 985 5:00 - 6:00 0 257 13 0 270 135 416 0 0 551 22 0 118 0 140 0 0 0 0 0 961 PEAK HOUR 4:45 - 5:45 0 264 15 0 279 128 423 0 0 551 23 0 132 0 155 0 0 0 0 0 985 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 96 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 11 Date: November 16, 2021 Tuesday and: Route 672 (Brucetown Rd-Hopewell Rd) Weather: Cool, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: Route 672 (Hopewell Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:15 8 39 0 0 47 3 16 11 0 30 4 11 12 0 27 7 3 4 0 14 118 6:15 - 6:30 9 63 1 0 73 5 23 16 0 44 4 8 10 0 22 5 7 6 0 18 157 6:30 - 6:4585030611221904219701714179040160 6:45 - 7:00 7 62 4 0 73 13 27 17 0 57 5 16 10 0 31 17 15 6 0 38 199 7:00 - 7:15 17 46 7 0 70 9 31 13 0 53 3 14 15 0 32 18 18 4 0 40 195 7:15 - 7:30 18 58 6 0 82 10 36 17 0 63 3 20 12 0 35 23 7 9 0 39 219 7:30 - 7:45 13 74 0 0 87 2 37 24 0 63 2 16 18 0 36 98 10 6 0 114 300 7:45 - 8:00 7 88 5 0 100 11 27 9 0 47 5 15 12 0 32 73 17 9 0 99 278 8:00 - 8:15 7 72 5 0 84 6 33 19 0 58 3 7 19 0 29 60 13 10 0 83 254 8:15 - 8:30 9 87 1 0 97 9 18 22 0 49 3 6 15 0 24 49 7 6 0 62 232 8:30 - 8:45 21 70 3 0 94 5 21 10 0 36 4 21 23 0 48 40 9 7 0 56 234 8:45 - 9:00 30 66 5 0 101 18 33 8 0 59 6 11 19 0 36 36 6 10 0 52 248 3 Hr Totals 154 775 40 0 969 103 323 175 0 601 43 154 172 0 369 440 129 86 0 655 2594 1 Hr Totals 6:00 - 7:00 32 214 8 0 254 33 87 53 0 173 14 44 39 0 97 43 42 25 0 110 634 6:15 - 7:15 41 221 15 0 277 39 102 55 0 196 13 47 42 0 102 54 57 25 0 136 711 6:30 - 7:30 50 216 20 0 286 44 115 56 0 215 12 59 44 0 115 72 57 28 0 157 773 6:45 - 7:45 55 240 17 0 312 34 131 71 0 236 13 66 55 0 134 156 50 25 0 231 913 7:00 - 8:00 55 266 18 0 339 32 131 63 0 226 13 65 57 0 135 212 52 28 0 292 992 7:15 - 8:15 45 292 16 0 353 29 133 69 0 231 13 58 61 0 132 254 47 34 0 335 1051 7:30 - 8:30 36 321 11 0 368 28 115 74 0 217 13 44 64 0 121 280 47 31 0 358 1064 7:45 - 8:45 44 317 14 0 375 31 99 60 0 190 15 49 69 0 133 222 46 32 0 300 998 8:00 - 9:00 67 295 14 0 376 38 105 59 0 202 16 45 76 0 137 185 35 33 0 253 968 PEAK HOUR 7:30 - 8:30 36 321 11 0 368 28 115 74 0 217 13 44 64 0 121 280 47 31 0 358 1064 PM 3:00 - 3:15 16 49 7 0 72 13 70 14 0 97 5 15 5 0 25 13 8 18 0 39 233 3:15 - 3:30 12 41 7 0 60 17 61 22 0 100 11 21 13 0 45 15 14 11 0 40 245 3:30 - 3:45 8 64 6 0 78 22 82 23 0 127 7 8 16 0 31 13 19 17 0 49 285 3:45 - 4:00 22 70 6 0 98 17 89 24 0 130 9 16 14 0 39 17 13 13 0 43 310 4:00 - 4:15 14 38 6 0 58 18 94 25 0 137 10 21 10 0 41 13 11 19 0 43 279 4:15 - 4:30 15 42 4 0 61 10 90 28 0 128 10 19 16 0 45 15 13 19 0 47 281 4:30 - 4:45 14 36 4 0 54 15 81 28 0 124 6 16 10 0 32 15 10 17 0 42 252 4:45 - 5:00 16 40 7 0 63 14 101 23 0 138 6 13 15 0 34 18 16 10 0 44 279 5:00 - 5:15 21 53 3 0 77 14 82 25 0 121 6 14 16 0 36 23 19 15 0 57 291 5:15 - 5:30 10 48 4 0 62 17 97 24 0 138 3 35 16 0 54 23 15 13 0 51 305 5:30 - 5:45 15 61 0 0 76 24 91 12 0 127 7 17 4 0 28 19 9 15 0 43 274 5:45 - 6:00104040541886190123687021111915045243 3 Hr Totals 173 582 58 0 813 199 1024 267 0 1490 86 203 142 0 431 195 166 182 0 543 3277 1 Hr Totals 3:00 - 4:00 58 224 26 0 308 69 302 83 0 454 32 60 48 0 140 58 54 59 0 171 1073 3:15 - 4:15 56 213 25 0 294 74 326 94 0 494 37 66 53 0 156 58 57 60 0 175 1119 3:30 - 4:30 59 214 22 0 295 67 355 100 0 522 36 64 56 0 156 58 56 68 0 182 1155 3:45 - 4:45 65 186 20 0 271 60 354 105 0 519 35 72 50 0 157 60 47 68 0 175 1122 4:00 - 5:00 59 156 21 0 236 57 366 104 0 527 32 69 51 0 152 61 50 65 0 176 1091 4:15 - 5:15 66 171 18 0 255 53 354 104 0 511 28 62 57 0 147 71 58 61 0 190 1103 4:30 - 5:30 61 177 18 0 256 60 361 100 0 521 21 78 57 0 156 79 60 55 0 194 1127 4:45 - 5:45 62 202 14 0 278 69 371 84 0 524 22 79 51 0 152 83 59 53 0 195 1149 5:00 - 6:00 56 202 11 0 269 73 356 80 0 509 22 74 43 0 139 76 62 58 0 196 1113 PEAK HOUR 3:30 - 4:30 59 214 22 0 295 67 355 100 0 522 36 64 56 0 156 58 56 68 0 182 1155 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 97 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 11 Date: November 16, 2021 Tuesday and: Route 672 (Hopewell Rd) Weather: Cool, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: US 11 on: US 11 on: on: Route 672 (Hopewell Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:15195100700191103000000706013113 6:15 - 6:301773009002716043000005013018151 6:30 - 6:452057007703390420000014027041160 6:45 - 7:0024720096039170560000017021038190 7:00 - 7:1531610092040130530000018022040185 7:15 - 7:30387000108045170620000024016040210 7:30 - 7:452991001200392406300000980160114297 7:45 - 8:00221000012203490430000073026099264 8:00 - 8:15169000106036200560000061022083245 8:15 - 8:301610200118023220450000049014063226 8:30 - 8:45429300135026100360000039016055226 8:45 - 9:0040840012404980570000039017056237 3 Hr Totals 314 944 0 0 1258 0 410 176 0 586 00000444021606602504 1 Hr Totals 6:00 - 7:008025300333011853017100000430670110614 6:15 - 7:159226300355013955019400000540830137686 6:30 - 7:3011326000373015756021300000730860159745 6:45 - 7:45122294004160163710234000001570750232882 7:00 - 8:00120322004420158630221000002130800293956 7:15 - 8:151053510045601547002240000025608003361016 7:30 - 8:30833830046601327502070000028107803591032 7:45 - 8:4596385004810119610180000002220780300961 8:00 - 9:00114369004830134600194000001880690257934 PEAK HOUR 7:30 - 8:30 833830046601327502070000028107803591032 PM 3:00 - 3:1529480077083140970000012026038212 3:15 - 3:3032410073076210970000015021036206 3:30 - 3:451763008001042401280000013034047255 3:45 - 4:0042700011201042501290000017024041282 4:00 - 4:153548008301122401360000013030043262 4:15 - 4:303556009101012601270000014036050268 4:30 - 4:45304600760962901250000013027040241 4:45 - 5:003053008301152201370000017025042262 5:00 - 5:153870001080972501220000023034057287 5:15 - 5:3045640010901162401400000023030053302 5:30 - 5:453265009701111301240000018024042263 5:45 - 6:001847006501061801240000011033044233 3 Hr Totals 383 671 0 0 1054 0 1221 265 0 1486 00000189034405333073 1 Hr Totals 3:00 - 4:00120222003420367840451000005701050162955 3:15 - 4:151262220034803969404900000058010901671005 3:30 - 4:301292370036604219905200000057012401811067 PHF 0.77 0.85 0.94 0.95 0.84 0.86 %T 10% 3% 5% 8% 9% 5% 3:45 - 4:4514222000362041310405170000057011701741053 4:00 - 5:0013020300333042410105250000057011801751033 4:15 - 5:1513322500358040910205110000067012201891058 4:30 - 5:3014323300376042410005240000076011601921092 4:45 - 5:451492520040104398405230000081011301941118 5:00 - 6:001332460037904308005100000075012101961085 PEAK HOUR 4:45 - 5:45 1452520039704398405230000081011301941114 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 98 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: I-81 NB On-Off Ramp Date: May 17, 2022 Tuesday and: Route 672 (Hopewell Rd) Weather: Warm, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: I-81 NB On-Off Ramp on: I-81 NB On-Off Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:150000080201012490061010301384 6:15 - 6:300000011010128570065015401996 6:30 - 6:4500000290103014210035023402792 6:45 - 7:00000001711019162600420318039100 7:00 - 7:1500000100201216290045030223491 7:15 - 7:30000001806024203900590317038121 7:30 - 7:45000001908027253300580314035120 7:45 - 8:0000000151301912370049020602694 8:00 - 8:1500000162402210230033028603489 8:15 - 8:30000001601017103400440355040101 8:30 - 8:450000016050219310040030003091 8:45 - 9:000000090201112350047025603189 3 Hr Totals 0000018443602241644140057803095523661168 1 Hr Totals 6:00 - 7:00000006515071501530020307919098372 6:15 - 7:150000067150735413300187099182119379 6:30 - 7:30000007411008566115001810115212138404 6:45 - 7:45000006411708277127002040123212146432 7:00 - 8:00000006211908273138002110112192133426 7:15 - 8:15000006832109267132001990110230133424 7:30 - 8:30000006631608557127001840114210135404 7:45 - 8:45000006331307941125001660113170130375 8:00 - 9:00000005721207141123001640118170135370 PEAK HOUR 6:45 - 7:45 000006411708277127002040123212146432 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 99 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: I-81 SB Off-On Ramp Date: May 17, 2022 Tuesday and: Route 672 (Hopewell Rd) Weather: Warm, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: I-81 SB Off-On Ramp on: I-81 SB Off-On Ramp on: Route 672 (Hopewell Rd) on: Route 672 (Hopewell Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:150050500000064605278001572 6:15 - 6:30401311800000055305886001490 6:30 - 6:454116021000000913022612001861 6:45 - 7:0015023038000000223025914002386 7:00 - 7:158019027000000924033716002383 7:15 - 7:3050200250000001329042619002592 7:30 - 7:45100180280000001330043215001788 7:45 - 8:0090140230000001523038312001576 8:00 - 8:155018023000000619025716002371 8:15 - 8:304017021000000828036522002784 8:30 - 8:4530140170000001026036416002073 8:45 - 9:0000120120000001720037719002675 3 Hr Totals 671189125800000011333404477117500246951 1 Hr Totals 6:00 - 7:002315718200000022135015730400070309 6:15 - 7:1531171110400000025113013830480078320 6:30 - 7:303217801110000003389012228610089322 6:45 - 7:4538080011800000037106014324640088349 7:00 - 8:0032071010300000050106015618620080339 7:15 - 8:152907009900000047101014818620080327 7:30 - 8:302806709500000042100014217650082319 7:45 - 8:45210630840000003996013519660085304 8:00 - 9:00120610730000004193013423730096303 PEAK HOUR 6:45 - 7:45 38080011800000037106014324640088349 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 100 TOTALS TURNING MOVEMENT COUNT - SUMMARYCounted by: VCUIntersection of: US 11 Date: May 17, 2022 Tuesdayand: Brucetown Rd-Hopewell Rd Weather: Warm, ClearLocation: Frederick County, Virginia Entered by: CK Star Rating: 3TOTALon: US 11 on: US 11 on: Brucetown Rd-Hopewell Rd on: Brucetown Rd-Hopewell Rd N + STIME+RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTALE + WAM6:00 - 6:15419610138210902111070182850151926:15 - 6:3047817013582790441850146940192126:30 - 6:45 12 78 4 0 94 6 18 10 0 34 5 13 9 0 27 13 18 9 0 40 1956:45 - 7:00 8 60 3 0 71 11 29 17 0 57 3 17 16 0 36 21 19 5 0 45 2097:00 - 7:15 15 59 5 0 79 6 34 14 0 54 4 17 9 0 30 18 7 4 0 29 1927:15 - 7:30 18 62 4 0 84 9 29 20 0 58 3 17 11 0 31 16 11 13 0 40 2137:30 - 7:45 17 69 2 0 88 6 27 20 0 53 7 18 17 0 42 16 15 9 0 40 2237:45 - 8:00 15 71 5 0 91 10 35 11 0 56 5 13 11 0 29 12 10 8 0 30 2068:00 - 8:15 5 43 5 0 53 9 25 9 0 43 5 12 10 0 27 20 7 13 0 40 1638:15 - 8:30 14 58 0 0 72 3 35 7 0 45 4 21 20 0 45 19 15 7 0 41 2038:30 - 8:45 13 57 5 0 75 6 39 7 0 52 4 13 14 0 31 22 5 11 0 38 1968:45 - 9:00 16 58 8 0 82 12 46 18 0 76 4 7 13 0 24 15 8 11 0 34 2163 Hr Totals221 792 49 0 1062 88 354 151 0 593 46 166 142 0 354 180 132 99 0 411 24201 Hr Totals6:00 - 7:00 108 315 15 0 438 27 84 45 0 156 10 48 37 0 95 42 54 23 0 119 8086:15 - 7:15 82 278 19 0 379 31 108 50 0 189 13 55 39 0 107 58 53 22 0 133 8086:30 - 7:30 53 259 16 0 328 32 110 61 0 203 15 64 45 0 124 68 55 31 0 154 8096:45 - 7:45 58 250 14 0 322 32 119 71 0 222 17 69 53 0 139 71 52 31 0 154 8377:00 - 8:00 65 261 16 0 342 31 125 65 0 221 19 65 48 0 132 62 43 34 0 139 8347:15 - 8:15 55 245 16 0 316 34 116 60 0 210 20 60 49 0 129 64 43 43 0 150 8057:30 - 8:30 51 241 12 0 304 28 122 47 0 197 21 64 58 0 143 67 47 37 0 151 7957:45 - 8:45 47 229 15 0 291 28 134 34 0 196 18 59 55 0 132 73 37 39 0 149 7688:00 - 9:00 48 216 18 0 282 30 145 41 0 216 17 53 57 0 127 76 35 42 0 153 778PEAK HOUR6:45 - 7:4558 250 14 0 322 32 119 71 0 222 17 69 53 0 139 71 52 31 0 154 837TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 101 CARS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 11 Date: May 17, 2022 Tuesday and: Route 672 (Brucetown Rd) Weather: Warm, Clear Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: US 11 on: US 11 on: Route 672 (Brucetown Rd) on: N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:15 132 1 0 133 10 15 0 25 1 14 0 15 0 173 6:15 - 6:30 127 3 0 130 18 29 0 47 0 12 0 12 0 189 6:30 - 6:45 85 2 0 87 18 25 0 43 4 19 0 23 0 153 6:45 - 7:00 66 2 0 68 24 30 0 54 2 28 0 30 0 152 7:00 - 7:15 67 5 0 72 11 36 0 47 4 23 0 27 0 146 7:15 - 7:30 77 4 0 81 17 37 0 54 3 26 0 29 0 164 7:30 - 7:45 80 2 0 82 13 34 0 47 7 31 0 38 0 167 7:45 - 8:00 81 5 0 86 17 36 0 53 5 20 0 25 0 164 8:00 - 8:15 45 3 0 48 12 33 0 45 6 21 0 27 0 120 8:15 - 8:30 70 0 0 70 13 33 0 46 5 38 0 43 0 159 8:30 - 8:45 68 5 0 73 8 46 0 54 4 21 0 25 0 152 8:45 - 9:00 66 7 0 73 18 52 0 70 4 17 0 21 0 164 3 Hr Totals 0 964 39 0 1003 179 406 0 0 585 45 0 270 0 315 0 0 0 0 0 1903 1 Hr Totals 6:00 - 7:00 0 410 8 0 418 70 99 0 0 169 7 0 73 0 80 0 0 0 0 0 667 6:15 - 7:15 0 345 12 0 357 71 120 0 0 191 10 0 82 0 92 0 0 0 0 0 640 6:30 - 7:30 0 295 13 0 308 70 128 0 0 198 13 0 96 0 109 0 0 0 0 0 615 6:45 - 7:45 0 290 13 0 303 65 137 0 0 202 16 0 108 0 124 0 0 0 0 0 629 7:00 - 8:00 0 305 16 0 321 58 143 0 0 201 19 0 100 0 119 0 0 0 0 0 641 7:15 - 8:15 0 283 14 0 297 59 140 0 0 199 21 0 98 0 119 0 0 0 0 0 615 7:30 - 8:30 0 276 10 0 286 55 136 0 0 191 23 0 110 0 133 0 0 0 0 0 610 7:45 - 8:45 0 264 13 0 277 50 148 0 0 198 20 0 100 0 120 0 0 0 0 0 595 8:00 - 9:00 0 249 15 0 264 51 164 0 0 215 19 0 97 0 116 0 0 0 0 0 595 PEAK HOUR 6:00 - 7:00 0 410 8 0 418 70 99 0 0 169 7 0 73 0 80 0 0 0 0 0 667 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 102 TOTALS TURNING MOVEMENT COUNT - SUMMARYCounted by: VCUIntersection of: US 11 Date: May 17, 2022 Tuesdayand: Route 672 (Hopewell Rd) Weather: Warm, ClearLocation: Frederick County, Virginia Entered by: CK Star Rating: 4TOTALon: US 11 on: US 11 on: on: Route 672 (Hopewell Rd) N + STIME+RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTALE + WAM6:00 - 6:15511030015401290210000020130151906:15 - 6:3055860014103690450000060140202066:30 - 6:452588001130231003300000130270401866:45 - 7:002576001010391705600000210240452027:00 - 7:153367001000401405400000190110301847:15 - 7:303573001080382005800000160240402067:30 - 7:453486001200332005300000160231402137:45 - 8:002882001100441105500000120170291948:00 - 8:1517530070034904300000200210411548:15 - 8:30347800112038704500000190210401978:30 - 8:4526710097046605200000220160381878:45 - 9:00237100940571807500000150190342033 Hr Totals386 934 0 0 1320 0 440 150 0 590000001810230141223221 Hr Totals6:00 - 7:00156353005090110450155000004207801207846:15 - 7:15138317004550138500188000005907601357786:30 - 7:30118304004220140610201000006908601557786:45 - 7:4512730200429015071022100000720821155805PHF 0.91 0.88 0.94 0.89 0.86 0.85%T 14.2% 6.0% 10.0% 9.9% 2.8% 23.2%7:00 - 8:00130308004380155650220000006307511397977:15 - 8:15114294004080149600209000006408511507677:30 - 8:30113299004120149470196000006708211507587:45 - 8:45105284003890162330195000007307501487328:00 - 9:0010027300373017540021500000760770153741PEAK HOUR6:45 - 7:4512730200429015071022100000720821155805TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 103 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Branson Spring Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 12:00 - 12:15000000000000000000000 12:15 - 12:30000000000000000000000 12:30 - 12:45000000000000000000000 12:45 - 1:00000000000000000000000 1:00 - 1:15000000000000000000000 1:15 - 1:30000000000000000000000 1:30 - 1:45000000000000000000000 1:45 - 2:00000000000000000000000 2:00 - 2:15100010000000000000001 2:15 - 2:30000000000000000000000 2:30 - 2:45000000000000000000000 2:45 - 3:00000000000000000000000 3:00 - 3:15000000000000000000000 3:15 - 3:30000000000000000000000 3:30 - 3:45000000000000000000000 3:45 - 4:00000000000000000001011 4:00 - 4:15100010000000000000001 4:15 - 4:30000000000000000000000 4:30 - 4:45020020000000000000002 4:45 - 5:00000000000000000000000 5:00 - 5:15110020100100000000003 5:15 - 5:30010010100100000000002 5:30 - 5:45100010010100000000002 5:45 - 6:00000000000000000000000 6:00 - 6:15010010000000000000001 6:15 - 6:30000000000000000000000 6:30 - 6:45000000000000000200022 6:45 - 7:00000000000000000100011 7:00 - 7:15000000030300000100014 7:15 - 7:30000000020200000000002 7:30 - 7:45010010020200000000003 7:45 - 8:00010010000000000000001 8:00 - 8:15000000020200000000002 8:15 - 8:30010010000000000100012 8:30 - 8:45000000140500000000005 8:45 - 9:00010010000000000100012 9:00 - 9:15000000000000000100011 9:15 - 9:30100010200200000100014 9:30 - 9:45010010010100000000002 9:45 - 10:00000000100100000000001 10:00 - 10:15200020000000000100013 10:15 - 10:30010010000000000000001 10:30 - 10:45000000000000000001011 10:45 - 11:00100010000000000000001 11:00 - 11:15100010000000000002023 11:15 - 11:30020020000000000000002 11:30 - 11:45000000000000000000000 11:45 - 12:00000000000000000000000 12:00 - 12:15000000100100000000001 12:15 - 12:30000000120300000000003 12:30 - 12:45000000120300000100014 12:45 - 1:00010010010100000000002 1:00 - 1:15010010000000000100012 1:15 - 1:30000000010100000000001 1:30 - 1:45010010000000000200134 1:45 - 2:00000000200200000001013 2:00 - 2:15010010100100000000002 2:15 - 2:30000000010100000001012 2:30 - 2:45000000020200000000002 2:45 - 3:00000000100100000200023 3:00 - 3:15000000100100000000001 3:15 - 3:30010010000000000000001 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 104 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Branson Spring Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 3:30 - 3:45000000110200000000002 3:45 - 4:00000000000000000200022 4:00 - 4:15010010230500000100017 4:15 - 4:30010010100100000100013 4:30 - 4:45110020100100000102147 4:45 - 5:00100010100100000000002 5:00 - 5:15010010000000000100012 5:15 - 5:30030030210300000000006 5:30 - 5:45020020120300000100016 5:45 - 6:00020020100100000100014 6:00 - 6:15010010030300000101026 6:15 - 6:30000000010100000001012 6:30 - 6:45010010010100000300035 6:45 - 7:00110020000000000000002 7:00 - 7:15000000110200000000002 7:15 - 7:30010010000000000001012 7:30 - 7:45110020000000000002024 7:45 - 8:00000000320500000000005 8:00 - 8:15010010100100000001013 8:15 - 8:30010010210300000100015 8:30 - 8:45000000010100000000001 8:45 - 9:00020020000000000100013 9:00 - 9:15000000000000000000000 9:15 - 9:30000000000000000000000 9:30 - 9:45100010300300000000004 9:45 - 10:00000000000000000000000 10:00 - 10:15000000000000000000000 10:15 - 10:30000000000000000000000 10:30 - 10:45010010000000000000001 10:45 - 11:00000000000000000001011 11:00 - 11:15000000000000000000000 11:15 - 11:30000000000000000000000 11:30 - 11:45000000000000000000000 11:45 - 12:00000000000000000000000 24 Hr Totals 9290053023370750000027010246174 105 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Branson Spring Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 1 Hr Totals 12:00 - 1:00000000000000000000000 12:15 - 1:15000000000000000000000 12:30 - 1:30000000000000000000000 12:45 - 1:45000000000000000000000 1:00 - 2:00000000000000000000000 1:15 - 2:15100010000000000000001 1:30 - 2:30100010000000000000001 1:45 - 2:45100010000000000000001 2:00 - 3:00100010000000000000001 2:15 - 3:15000000000000000000000 2:30 - 3:30000000000000000000000 2:45 - 3:45000000000000000000000 3:00 - 4:00000000000000000001011 3:15 - 4:15100010000000000001012 3:30 - 4:30100010000000000001012 3:45 - 4:45120030000000000001014 4:00 - 5:00120030000000000000003 4:15 - 5:15130040100100000000005 4:30 - 5:30140050200200000000007 4:45 - 5:45220040210300000000007 5:00 - 6:00220040210300000000007 5:15 - 6:15120030110200000000005 5:30 - 6:30110020010100000000003 5:45 - 6:45010010000000000200023 6:00 - 7:00010010000000000300034 6:15 - 7:15000000030300000400047 6:30 - 7:30000000050500000400049 6:45 - 7:450100100707000002000210 7:00 - 8:000200200707000001000110 7:15 - 8:15020020060600000000008 7:30 - 8:30030030040400000100018 7:45 - 8:450200201607000001000110 8:00 - 9:000200201607000002000211 8:15 - 9:150200201405000003000310 8:30 - 9:301100203407000003000312 8:45 - 9:45120030210300000300039 9:00 - 10:00110020310400000200028 9:15 - 10:153100403104000002000210 9:30 - 10:30220040110200000100017 9:45 - 10:45210030100100000101026 10:00 - 11:00310040000000000101026 10:15 - 11:15210030000000000003036 10:30 - 11:30220040000000000003037 10:45 - 11:45220040000000000002026 11:00 - 12:00120030000000000002025 11:15 - 12:15020020100100000000003 11:30 - 12:30000000220400000000004 11:45 - 12:45000000340700000100018 12:00 - 1:000100103508000001000110 12:15 - 1:150200202507000002000211 12:30 - 1:30020020140500000200029 12:45 - 1:45030030020200000300149 1:00 - 2:000200202103000003011510 1:15 - 2:150200203104000002011410 1:30 - 2:300200203104000002021511 1:45 - 2:45010010330600000002029 2:00 - 3:00010010230500000201039 2:15 - 3:15000000230500000201038 2:30 - 3:30010010220400000200027 2:45 - 3:45010010310400000200027 3:00 - 4:00010010210300000200026 3:15 - 4:150200203407000003000312 3:30 - 4:300200204408000004000414 106 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Branson Spring Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: VA 671 on: VA 671 on: on: Branson Spring Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 3:45 - 4:451300404307000005021819 4:00 - 5:002300505308000003021619 4:15 - 5:152300503003000003021614 4:30 - 5:302500704105000002021517 4:45 - 5:451600704307000002000216 5:00 - 6:000800804307000003000318 5:15 - 6:1508008046010000003010422 5:30 - 6:300500502608000003020518 5:45 - 6:450400401506000005020717 6:00 - 7:001300400505000004020615 6:15 - 7:151200301304000003010411 6:30 - 7:301300401203000003010411 6:45 - 7:452300501102000000030310 7:00 - 8:001200304307000000030313 7:15 - 8:151300404206000000040414 7:30 - 8:301300406309000001030417 7:45 - 8:4502002064010000001010214 8:00 - 9:000400403205000002010312 8:15 - 9:15030030220400000200029 8:30 - 9:30020020010100000100014 8:45 - 9:45120030300300000100017 9:00 - 10:00100010300300000000004 9:15 - 10:15100010300300000000004 9:30 - 10:30100010300300000000004 9:45 - 10:45010010000000000000001 10:00 - 11:00010010000000000001012 10:15 - 11:15010010000000000001012 10:30 - 11:30010010000000000001012 10:45 - 11:45000000000000000001011 11:00 - 12:00000000000000000000000 PEAK HOUR 8:30 - 9:30 1100203407000003000312 5:15 - 6:15 08008046010000003010422 107 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Grace Church Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 12:00 - 12:15000000000000000000000 12:15 - 12:30000000000000000000000 12:30 - 12:45000000000000000000000 12:45 - 1:00000000000000000000000 1:00 - 1:15000000000000000000000 1:15 - 1:30000000000000000000000 1:30 - 1:45000000000000000000000 1:45 - 2:00000000000000000000000 2:00 - 2:15000000000000000000000 2:15 - 2:30000000000000000000000 2:30 - 2:45000000000000000000000 2:45 - 3:00000000000000000000000 3:00 - 3:15000000000000000000000 3:15 - 3:30000000000000000000000 3:30 - 3:45000000000000000000000 3:45 - 4:00000000000000000000000 4:00 - 4:15000000000000000000000 4:15 - 4:30000000000000000000000 4:30 - 4:45000000000000000000000 4:45 - 5:00000000000000000000000 5:00 - 5:15000000000001001100012 5:15 - 5:30000000000001001000001 5:30 - 5:45000000000001001000001 5:45 - 6:00000000000000000000000 6:00 - 6:15000000000000000100011 6:15 - 6:30000000000000000000000 6:30 - 6:45000000000000000000000 6:45 - 7:00000000000000000000000 7:00 - 7:15000000000003003100014 7:15 - 7:30000000000002103000003 7:30 - 7:45000000000000101000001 7:45 - 8:00000000000000000000000 8:00 - 8:15000000000001001000001 8:15 - 8:30000000000000000000000 8:30 - 8:45000000000005005000005 8:45 - 9:00000000000000101000001 9:00 - 9:15000000000000000000000 9:15 - 9:30000000000002002000002 9:30 - 9:45000000000000000000000 9:45 - 10:00000000000001001000001 10:00 - 10:15000000000000000000000 10:15 - 10:30000000000000000000000 10:30 - 10:45000000000000000000000 10:45 - 11:00000000000000000000000 11:00 - 11:15000000000000000000000 11:15 - 11:30000000000000000000000 11:30 - 11:45000000000000000000000 11:45 - 12:00000000000000000000000 12:00 - 12:15000000010100000000001 12:15 - 12:30000000000003003000003 12:30 - 12:45000000010102002000003 12:45 - 1:00000000010100000000001 1:00 - 1:15000000000000000000000 1:15 - 1:30000000000001102000002 1:30 - 1:45000000000000000000000 1:45 - 2:00000000000002002000002 2:00 - 2:15000000000001001000001 2:15 - 2:30000000000001001000001 2:30 - 2:45000000000002103000003 2:45 - 3:00000000000001001000001 3:00 - 3:15000000000001102000002 3:15 - 3:30000000000000000000000 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 108 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Grace Church Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 3:30 - 3:45000000010101001000002 3:45 - 4:00000000000000000000000 4:00 - 4:15000000010103003000004 4:15 - 4:30000000000001001100012 4:30 - 4:45000000000001001100012 4:45 - 5:00000000010100000000001 5:00 - 5:15000000000000000000000 5:15 - 5:30000000010102204000005 5:30 - 5:45000000010102002100014 5:45 - 6:00000000000001102000002 6:00 - 6:15000000000003003100014 6:15 - 6:30000000000001001000001 6:30 - 6:45000000000001001000001 6:45 - 7:00000000000000000000000 7:00 - 7:15000000000002002000002 7:15 - 7:30000000000000000100011 7:30 - 7:45000000000000000000000 7:45 - 8:00000000020203003000005 8:00 - 8:15000000000001001000001 8:15 - 8:30000000000003003000003 8:30 - 8:45000000010100000000001 8:45 - 9:00000000000000000000000 9:00 - 9:15000000000000101000001 9:15 - 9:30000000000000000000000 9:30 - 9:45000000000003003000003 9:45 - 10:00000000000000000000000 10:00 - 10:15000000000000000000000 10:15 - 10:30000000000000000000000 10:30 - 10:45000000000000000000000 10:45 - 11:00000000000000000000000 11:00 - 11:15000000000000000000000 11:15 - 11:30000000000000000000000 11:30 - 11:45000000000000000000000 11:45 - 12:00000000000000000000000 24 Hr Totals 0000000801104790697000888 109 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Grace Church Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 1 Hr Totals 12:00 - 1:00000000000000000000000 12:15 - 1:15000000000000000000000 12:30 - 1:30000000000000000000000 12:45 - 1:45000000000000000000000 1:00 - 2:00000000000000000000000 1:15 - 2:15000000000000000000000 1:30 - 2:30000000000000000000000 1:45 - 2:45000000000000000000000 2:00 - 3:00000000000000000000000 2:15 - 3:15000000000000000000000 2:30 - 3:30000000000000000000000 2:45 - 3:45000000000000000000000 3:00 - 4:00000000000000000000000 3:15 - 4:15000000000000000000000 3:30 - 4:30000000000000000000000 3:45 - 4:45000000000000000000000 4:00 - 5:00000000000000000000000 4:15 - 5:15000000000001001100012 4:30 - 5:30000000000002002100013 4:45 - 5:45000000000003003100014 5:00 - 6:00000000000003003100014 5:15 - 6:15000000000002002100013 5:30 - 6:30000000000001001100012 5:45 - 6:45000000000000000100011 6:00 - 7:00000000000000000100011 6:15 - 7:15000000000003003100014 6:30 - 7:30000000000005106100017 6:45 - 7:45000000000005207100018 7:00 - 8:00000000000005207100018 7:15 - 8:15000000000003205000005 7:30 - 8:30000000000001102000002 7:45 - 8:45000000000006006000006 8:00 - 9:00000000000006107000007 8:15 - 9:15000000000005106000006 8:30 - 9:30000000000007108000008 8:45 - 9:45000000000002103000003 9:00 - 10:00000000000003003000003 9:15 - 10:15000000000003003000003 9:30 - 10:30000000000001001000001 9:45 - 10:45000000000001001000001 10:00 - 11:00000000000000000000000 10:15 - 11:15000000000000000000000 10:30 - 11:30000000000000000000000 10:45 - 11:45000000000000000000000 11:00 - 12:00000000000000000000000 11:15 - 12:15000000010100000000001 11:30 - 12:30000000010103003000004 11:45 - 12:45000000020205005000007 12:00 - 1:00000000030305005000008 12:15 - 1:15000000020205005000007 12:30 - 1:30000000020203104000006 12:45 - 1:45000000010101102000003 1:00 - 2:00000000000003104000004 1:15 - 2:15000000000004105000005 1:30 - 2:30000000000004004000004 1:45 - 2:45000000000006107000007 2:00 - 3:00000000000005106000006 2:15 - 3:15000000000005207000007 2:30 - 3:30000000000004206000006 2:45 - 3:45000000010103104000005 3:00 - 4:00000000010102103000004 3:15 - 4:15000000020204004000006 3:30 - 4:30000000020205005100018 110 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: VA 671 Date: 4/6/2022 Tuesday and: Grace Church Rd Weather: Cool, Light Rain Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: on: VA 671 on: Grace Church Rd on: Grace Church Rd N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 3:45 - 4:45000000010105005200028 4:00 - 5:00000000020205005200029 4:15 - 5:15000000010102002200025 4:30 - 5:30000000020203205100018 4:45 - 5:450000000303042061000110 5:00 - 6:000000000202053081000111 5:15 - 6:1500000002020830112000215 5:30 - 6:300000000101071082000211 5:45 - 6:45000000000006107100018 6:00 - 7:00000000000005005100016 6:15 - 7:15000000000004004000004 6:30 - 7:30000000000003003100014 6:45 - 7:45000000000002002100013 7:00 - 8:00000000020205005100018 7:15 - 8:15000000020204004100017 7:30 - 8:30000000020207007000009 7:45 - 8:450000000303070070000010 8:00 - 9:00000000010104004000005 8:15 - 9:15000000010103104000005 8:30 - 9:30000000010100101000002 8:45 - 9:45000000000003104000004 9:00 - 10:00000000000003104000004 9:15 - 10:15000000000003003000003 9:30 - 10:30000000000003003000003 9:45 - 10:45000000000000000000000 10:00 - 11:00000000000000000000000 10:15 - 11:15000000000000000000000 10:30 - 11:30000000000000000000000 10:45 - 11:45000000000000000000000 11:00 - 12:00000000000000000000000 PEAK HOUR 8:30 - 9:30 000000000007108000008 5:15 - 6:15 00000002020830112000215 111 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 11 Date: November 18, 2021 Thursday and: Route 669 (Woodbine Rd) Weather: Warm, Cloudy Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: US 11 on: US 11 on: Route 669 (Woodbine Rd) on: N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:1502910301210022302050000057 6:15 - 6:3004310445210026009090000079 6:30 - 6:4505620584300034007070000099 6:45 - 7:00 0 68 3 0 71 11 23 0 0 34 3 0 11 0 14 0 0 0 0 0 119 7:00 - 7:15047104842600304090130000091 7:15 - 7:300702072153700522070900000133 7:30 - 7:45 0 80 1 0 81 0 31 0 0 31 2 0 11 0 13 0 0 0 0 0 125 7:45 - 8:00073507823100330090900000120 8:00 - 8:15 0 52 2 0 54 2 24 0 0 26 4 0 11 0 15 0 0 0 0 0 95 8:15 - 8:300505055535004030701000000105 8:30 - 8:450612063129003030701000000103 8:45 - 9:0003720396370043207090000091 3 Hr Totals 0 666 27 0 693 56 345 0 0 401 26 0 97 0 123 0 0 0 0 0 1217 1 Hr Totals 6:00 - 7:00 0 196 7 0 203 21 95 0 0 116 6 0 29 0 35 0 0 0 0 0 354 6:15 - 7:15 0 214 7 0 221 24 100 0 0 124 7 0 36 0 43 0 0 0 0 0 388 6:30 - 7:30 0 241 8 0 249 34 116 0 0 150 9 0 34 0 43 0 0 0 0 0 442 6:45 - 7:45 0 265 7 0 272 30 117 0 0 147 11 0 38 0 49 0 0 0 0 0 468 7:00 - 8:00 0 270 9 0 279 21 125 0 0 146 8 0 36 0 44 0 0 0 0 0 469 7:15 - 8:15 0 275 10 0 285 19 123 0 0 142 8 0 38 0 46 0 0 0 0 0 473 7:30 - 8:30 0 255 13 0 268 9 121 0 0 130 9 0 38 0 47 0 0 0 0 0 445 7:45 - 8:45 0 236 14 0 250 10 119 0 0 129 10 0 34 0 44 0 0 0 0 0 423 8:00 - 9:00 0 200 11 0 211 14 125 0 0 139 12 0 32 0 44 0 0 0 0 0 394 PEAK HOUR 7:15 - 8:15 0 275 10 0 285 19 123 0 0 142 8 0 38 0 46 0 0 0 0 0 473 PM 3:00 - 3:1503640401174008560501100000136 3:15 - 3:30031303496600752040600000115 3:30 - 3:45 0 37 2 0 39 8 86 0 0 94 5 0 10 0 15 0 0 0 0 0 148 3:45 - 4:00047405141020010640801200000169 4:00 - 4:1505140558110001184040800000181 4:15 - 4:300554059698001042050700000170 4:30 - 4:4506030637106001131040500000181 4:45 - 5:0006240665106001111020300000180 5:00 - 5:1504610477106001131040500000165 5:15 - 5:3004630493101001043040700000160 5:30 - 5:450547061111160012740601000000198 5:45 - 6:0006050651487001015000500000171 3 Hr Totals 0 585 44 0 629 93 1158 0 0 1251 38 0 56 0 94 0 0 0 0 0 1974 1 Hr Totals 3:00 - 4:00 0 151 13 0 164 32 328 0 0 360 17 0 27 0 44 0 0 0 0 0 568 3:15 - 4:15 0 166 13 0 179 29 364 0 0 393 15 0 26 0 41 0 0 0 0 0 613 3:30 - 4:30 0 190 14 0 204 26 396 0 0 422 15 0 27 0 42 0 0 0 0 0 668 3:45 - 4:45 0 213 15 0 228 25 416 0 0 441 11 0 21 0 32 0 0 0 0 0 701 4:00 - 5:00 0 228 15 0 243 26 420 0 0 446 8 0 15 0 23 0 0 0 0 0 712 4:15 - 5:15 0 223 12 0 235 25 416 0 0 441 5 0 15 0 20 0 0 0 0 0 696 4:30 - 5:30 0 214 11 0 225 22 419 0 0 441 6 0 14 0 20 0 0 0 0 0 686 4:45 - 5:45 0 208 15 0 223 26 429 0 0 455 9 0 16 0 25 0 0 0 0 0 703 5:00 - 6:00 0 206 16 0 222 35 410 0 0 445 13 0 14 0 27 0 0 0 0 0 694 PEAK HOUR 4:00 - 5:00 0 228 15 0 243 26 420 0 0 446 8 0 15 0 23 0 0 0 0 0 712 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 112 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 11 Date: November 18, 2021 Thursday and: Amazon Entrance - Route 669 (Rest Church Rd) Weather: Warm, Cloudy Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: US 11 on: US 11 on: Amazon Entrance on: Route 669 (Rest Church Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:15 51 46 13 0 110 0 16 12 0 28 2 8 3 0 13 8 16 15 0 39 190 6:15 - 6:30 63 52 19 0 134 4 13 11 0 28 6 10 4 0 20 7 24 17 0 48 230 6:30 - 6:45 78 48 19 0 145 3 20 8 0 31 7 15 2 0 24 16 33 16 0 65 265 6:45 - 7:00 91 67 26 0 184 6 14 9 0 29 7 19 6 0 32 8 57 23 0 88 333 7:00 - 7:15 84 42 28 0 154 6 17 8 0 31 8 25 3 0 36 10 41 15 0 66 287 7:15 - 7:30 79 56 29 0 164 5 20 10 0 35 7 24 9 0 40 16 48 18 0 82 321 7:30 - 7:45 135 68 24 0 227 0 24 18 0 42 11 27 3 0 41 13 18 26 0 57 367 7:45 - 8:00 80 71 13 0 164 2 24 6 0 32 9 9 2 0 20 22 12 13 0 47 263 8:00 - 8:15 62 38 14 0 114 1 24 8 0 33 6 13 7 0 26 14 11 31 0 56 229 8:15 - 8:30 56 44 17 0 117 0 24 12 0 36 12 14 4 0 30 13 17 24 0 54 237 8:30 - 8:45 61 64 16 0 141 2 18 11 0 31 11 15 1 0 27 8 14 14 0 36 235 8:45 - 9:00 42 31 18 0 91 1 35 7 0 43 11 16 1 0 28 7 10 19 0 36 198 3 Hr Totals 882 627 236 0 1745 30 249 120 0 399 97 195 45 0 337 142 301 231 0 674 3155 1 Hr Totals 6:00 - 7:00 283 213 77 0 573 13 63 40 0 116 22 52 15 0 89 39 130 71 0 240 1018 6:15 - 7:15 316 209 92 0 617 19 64 36 0 119 28 69 15 0 112 41 155 71 0 267 1115 6:30 - 7:30 332 213 102 0 647 20 71 35 0 126 29 83 20 0 132 50 179 72 0 301 1206 6:45 - 7:45 389 233 107 0 729 17 75 45 0 137 33 95 21 0 149 47 164 82 0 293 1308 7:00 - 8:00 378 237 94 0 709 13 85 42 0 140 35 85 17 0 137 61 119 72 0 252 1238 7:15 - 8:15 356 233 80 0 669 8 92 42 0 142 33 73 21 0 127 65 89 88 0 242 1180 7:30 - 8:30 333 221 68 0 622 3 96 44 0 143 38 63 16 0 117 62 58 94 0 214 1096 7:45 - 8:45 259 217 60 0 536 5 90 37 0 132 38 51 14 0 103 57 54 82 0 193 964 8:00 - 9:00 221 177 65 0 463 4 101 38 0 143 40 58 13 0 111 42 52 88 0 182 899 PEAK HOUR 6:45 - 7:45 389 233 107 0 729 17 75 45 0 137 33 95 21 0 149 47 164 82 0 293 1308 PM 3:00 - 3:15 38 28 7 0 73 0 56 12 0 68 15 25 3 0 43 15 7 50 0 72 256 3:15 - 3:30 47 31 5 0 83 0 62 17 0 79 15 10 2 0 27 16 12 56 0 84 273 3:30 - 3:45 57 35 10 0 102 1 68 24 0 93 15 12 2 0 29 15 11 77 0 103 327 3:45 - 4:00 56 44 12 0 112 4 78 20 0 102 26 18 6 0 50 11 20 87 0 118 382 4:00 - 4:15 47 38 11 0 96 1 96 24 0 121 23 19 6 0 48 20 16 53 0 89 354 4:15 - 4:30 44 48 9 0 101 1 82 15 0 98 16 15 5 0 36 14 12 86 0 112 347 4:30 - 4:45 57 41 11 0 109 1 81 18 0 100 12 29 3 0 44 17 9 87 0 113 366 4:45 - 5:00 57 60 11 0 128 1 98 19 0 118 12 14 1 0 27 14 18 59 0 91 364 5:00 - 5:15 56 34 10 0 100 5 81 14 0 100 21 19 7 0 47 15 19 78 0 112 359 5:15 - 5:30 56 39 5 0 100 2 89 18 0 109 24 13 5 0 42 16 24 100 0 140 391 5:30 - 5:45 54 62 14 0 130 2 90 12 0 104 25 50 11 0 86 12 24 74 0 110 430 5:45 - 6:00 45 51 20 0 116 0 92 16 0 108 20 19 4 0 43 11 47 69 0 127 394 3 Hr Totals 614 511 125 0 1250 18 973 209 0 1200 224 243 55 0 522 176 219 876 0 1271 4243 1 Hr Totals 3:00 - 4:00 198 138 34 0 370 5 264 73 0 342 71 65 13 0 149 57 50 270 0 377 1238 3:15 - 4:15 207 148 38 0 393 6 304 85 0 395 79 59 16 0 154 62 59 273 0 394 1336 3:30 - 4:30 204 165 42 0 411 7 324 83 0 414 80 64 19 0 163 60 59 303 0 422 1410 3:45 - 4:45 204 171 43 0 418 7 337 77 0 421 77 81 20 0 178 62 57 313 0 432 1449 4:00 - 5:00 205 187 42 0 434 4 357 76 0 437 63 77 15 0 155 65 55 285 0 405 1431 4:15 - 5:15 214 183 41 0 438 8 342 66 0 416 61 77 16 0 154 60 58 310 0 428 1436 4:30 - 5:30 226 174 37 0 437 9 349 69 0 427 69 75 16 0 160 62 70 324 0 456 1480 4:45 - 5:45 223 195 40 0 458 10 358 63 0 431 82 96 24 0 202 57 85 311 0 453 1544 5:00 - 6:00 211 186 49 0 446 9 352 60 0 421 90 101 27 0 218 54 114 321 0 489 1574 PEAK HOUR 5:00 - 6:00 211 186 49 0 446 9 352 60 0 421 90 101 27 0 218 54 114 321 0 489 1574 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 113 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: I-81 SB Off-On Ramp - I-81 SB On Ramp Date: November 18, 2021 Thursday and: Route 669 (Rest Church Rd) Weather: Warm, Cloudy Location: Frederick County, Virginia Entered by: CK Star Rating: 4 TOTAL on: I-81 SB Off-On Ramp on: I-81 SB On Ramp on: Route 669 (Rest Church Rd) on: Route 669 (Rest Church Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:151714022000000144806227160043127 6:15 - 6:3016011027000000206608624210045158 6:30 - 6:4515025040000000117408529260055180 6:45 - 7:00250280530000002686011222200042207 7:00 - 7:15240250490000002281010329290058210 7:15 - 7:30250230480000003378111241220063223 7:30 - 7:452201203400000033119015238280066252 7:45 - 8:00220130350000002683111034350069214 8:00 - 8:1515018033000000316409535220057185 8:15 - 8:301819028000000255818428360064176 8:30 - 8:4517014031000000295608533270060176 8:45 - 9:002619036000000344207623260049161 3 Hr Totals 2423191043600000030485531162 363 308 0 0 671 2269 1 Hr Totals 6:00 - 7:007316801420000007127403451028300185672 6:15 - 7:158008901690000007930703861049600200755 6:30 - 7:3089010101900000009231914121219700218820 6:45 - 7:4596088018400000011436414791309900229892 7:00 - 8:00930730166000000114361247714211400256899 7:15 - 8:15840660150000000123344246914810700255874 7:30 - 8:30771520130000000115324244113512100256827 7:45 - 8:45721540127000000111261237413012000250751 8:00 - 9:00762500128000000119220134011911100230698 PEAK HOUR 7:00 - 8:00 930730166000000114361247714211400256899 PM 3:00 - 3:1522017039000000384107928340062180 3:15 - 3:3034015049000000374318123360059189 3:30 - 3:4524019043000000444819328390067203 3:45 - 4:0029119049000000504209225350060201 4:00 - 4:1526014040000000474509240510091223 4:15 - 4:3015015030000000394808720360056173 4:30 - 4:4528119048000000365308923450068205 4:45 - 5:0022218042000000455109623490173211 5:00 - 5:1528015043000000464809425380063200 5:15 - 5:30290160450000004061010113520065211 5:30 - 5:45260190450000004164010528540082232 5:45 - 6:0029123053000000275608329340063199 3 Hr Totals 3125209052600000049060021092 305 503 0 1 809 2427 1 Hr Totals 3:00 - 4:001091700180000000169174234510414400248773 3:15 - 4:151131670181000000178178235811616100277816 3:30 - 4:30941670162000000180183136411316100274800 3:45 - 4:45982670167000000172188036010816700275802 4:00 - 5:00913660160000000167197036410618101288812 4:15 - 5:1593367016300000016620003669116801260789 4:30 - 5:30107368017800000016721303808418401269827 4:45 - 5:45105268017500000017222403968919301283854 5:00 - 6:00112173018600000015422903839517800273842 PEAK HOUR 4:45 - 5:45 105268017500000017222403968919301283854 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 114 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: I-81 NB On Ramp - I-81 NB Off Ramp Date: November 18, 2021 Thursday and: Route 669 (Rest Church Rd) Weather: Warm, Cloudy Location: Frederick County, Virginia Entered by: CK Star Rating: 3 TOTAL on: I-81 NB On Ramp on: I-81 NB Off Ramp on: Route 669 (Rest Church Rd) on: Route 669 (Rest Church Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:150000027014041156300780114015134 6:15 - 6:30000003148043107800880204024155 6:30 - 6:450000040060461578009303115046185 6:45 - 7:00000004511426219980011703719056235 7:00 - 7:15000003701405130910012103714051223 7:15 - 7:30000004911827021940011502916045230 7:30 - 7:450000028012141301570018703212044272 7:45 - 8:00000002109030891009902919048177 8:00 - 8:150000026123050107500850308038173 8:15 - 8:3000000271132431070008003017047170 8:30 - 8:4500000100190292269009102516041161 8:45 - 9:0000000220301531252006402017037154 3 Hr Totals 00000363818085592021016 0 0 1218 0 331 161 0 492 2269 1 Hr Totals 6:00 - 7:000000014354221925931700376099420141709 6:15 - 7:1500000153542220274345004190125520177798 6:30 - 7:3000000171252422985361004460134640198873 6:45 - 7:45000001592585224100440005400135610196960 7:00 - 8:0000000135153319289433005220127610188902 7:15 - 8:1500000124262319169417004860120550175852 7:30 - 8:3000000102257316458393004510121560177792 7:45 - 8:450000084264215250305003550114600174681 8:00 - 9:000000085285317554266003200105580163658 PEAK HOUR 6:45 - 7:45 000001592585224100440005400135610196960 PM 3:00 - 3:1500000450260712155007602724051198 3:15 - 3:3000000511231761759007603319052204 3:30 - 3:4500000640250891965008403923062235 3:45 - 4:00000008512801142966009502725052261 4:00 - 4:1500000500320822767009403919058234 4:15 - 4:3000000730240971861007903819057233 4:30 - 4:45000007602701032573009804123165266 4:45 - 5:000000052126685167601930457052230 5:00 - 5:15000007412801032368009103219051245 5:15 - 5:30000009012601171772008904920069275 5:30 - 5:450000074027010131920012304232074298 5:45 - 6:00000008301801012160008104016056238 3 Hr Totals 00000817531071139 264 814 0 1 1079 0 452 246 1 699 2917 1 Hr Totals 3:00 - 4:00000002452102135086245003310126910217898 3:15 - 4:15000002502108136192257003490138860224934 3:30 - 4:30000002721109038293259003520143860229963 3:45 - 4:45000002841111039699267003660145861232994 4:00 - 5:00000002511109636786277013640163681232963 4:15 - 5:15000002752105638882278013610156681225974 4:30 - 5:300000029231076408812890137101676912371016 4:45 - 5:450000029031076406873080139601687802461048 5:00 - 6:00000003212990422922920038401638702501056 PEAK HOUR 5:00 - 6:00 000003212990422922920038401638702501056 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 115 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Amazon Entrance Date: November 18, 2021 Thursday and: Route 669 (Woodbine Rd) Weather: Warm, Cloudy Location: Frederick County, Virginia Entered by: CK Star Rating: 5 TOTAL on: Amazon Entrance on: on: Route 669 (Woodbine Rd) on: Route 669 (Woodbine Rd) N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:00 - 6:153030600000240060210315 6:15 - 6:304020600000070070430720 6:30 - 6:45101020000021000120120317 6:45 - 7:004020600000410001408601434 7:00 - 7:15200020000081000180320525 7:15 - 7:303000300000470011021501731 7:30 - 7:45402060000071000170000023 7:45 - 8:0060401000000350080330624 8:00 - 8:15502070000011000110310422 8:15 - 8:306020800000240170610722 8:30 - 8:454010500000130040320514 8:45 - 9:006000600000140050610718 3 Hr Totals 480190670000035840112004137078265 1 Hr Totals 6:00 - 7:0012080200000083100390151202786 6:15 - 7:15110501600000143700510161302996 6:30 - 7:301003013000001837005501425039107 6:45 - 7:451304017000002337006001323036113 7:00 - 8:00150602100000223200540820028103 7:15 - 8:15180802600000153200470819027100 7:30 - 8:30210100310000013290143012501791 7:45 - 8:452109030000007220130015702282 8:00 - 9:002105026000005210127018502376 PEAK HOUR 6:45 - 7:45 1304017000002337006001323036113 PM 3:00 - 3:15301040000015006010401424 3:15 - 3:3010405000002500709301224 3:30 - 3:45303060000021500170620831 3:45 - 4:0060208000004700110530827 4:00 - 4:1520204000002800100900923 4:15 - 4:3030104000001600708201021 4:30 - 4:4530407000003100409101021 4:45 - 5:0010203000003400706401020 5:00 - 5:1570501200000430070610726 5:15 - 5:304040800000630090600623 5:30 - 5:45701080000045009011501633 5:45 - 6:00205070000032005061201830 3 Hr Totals 420340760000035640099091370128303 1 Hr Totals 3:00 - 4:001301002300000932004103012042106 3:15 - 4:151201102300000103500450298037105 3:30 - 4:3014080220000093600450287035102 3:45 - 4:4514090230000010220032031603792 4:00 - 5:00909018000009190028032703985 4:15 - 5:15140120260000011140025029803788 4:30 - 5:30150150300000016110027027603390 4:45 - 5:4519012031000001715003202910039102 5:00 - 6:0020015035000001713003002918047112 PEAK HOUR 5:00 - 6:00 20015035000001713003002918047112 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 116 Appendix C Travel Time Run Data 117 Run #Travel Time (mm:ss)Run #Travel Time (mm:ss) 1 03:45 1 06:09 2 03:36 2 06:50 3 03:42 3 07:29 4 03:41 4 07:21 5 03:33 5 06:57 Average 03:39 Average 06:57 From: Int. John Deere Ct & Grace Ch RD (Rte 668) To: Int. Route 11 & Brucetown Rd (Rte 672) From: Int. John Deere Ct & Grace Ch RD (Rte 668) To: Int. I-81 SB & Hopewell Rd (Rte 672) TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA 9/14/2022 Figure C-1 September 2022 118 Run #Travel Time (mm:ss)Run #Travel Time (mm:ss) 1 04:17 1 04:57 2 04:20 2 04:57 3 04:30 3 05:48 4 04:57 4 05:39 5 05:13 5 05:50 Average 04:39 Average 05:26 To: Int. John Deere Ct & Grace Ch RD (Rte 668) via Brucetown Rd To: Int. John Deere Ct & Grace Ch RD (Rte 668) via Brucetown Rd TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA 9/14/2022 From: Int Route 11 & Hopewell Rd (Rte 672) From: Int I-81 SB & Hopewell Rd (Rte 672) Figure C-2 September 2022 119 Run #Travel Time (mm:ss)Run #Travel Time (mm:ss) 1 06:05 1 06:45 2 05:28 2 06:05 3 05:13 3 06:31 4 05:13 4 05:55 5 06:01 5 06:38 Average 05:36 Average 06:23 9/14/2022 From: Int Route 11 & Hopewell Rd (Rte 672) From: Int I-81 SB & Hopewell Rd (Rte 672) To: Int. John Deere Ct & Grace Ch RD (Rte 668) via Branson Sp & Grace Ch RDs To: Int. John Deere Ct & Grace Ch RD (Rte 668) via Branson Sp & Grace Ch RDs TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA Figure C-3 September 2022 120 Run #Travel Time (mm:ss)Run #Travel Time (mm:ss) 1 04:16 1 06:40 2 04:14 2 07:27 3 04:18 3 08:05 4 04:08 4 07:48 5 04:23 5 07:47 Average 04:16 Average 07:33 To: Int I-81 SB & Hopewell Rd (Rte 672) To: Int Route 11 & Brucetown Rd (Rte 672) TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA 9/14/2022 From: Int. John Deere Ct & Grace Ch RD (Rte 668) via Branson Sp & Grace Ch RDs From: Int. John Deere Ct & Grace Ch RD (Rte 668) via Branson Sp & Grace Ch RDs Figure C-4 September 2022 121 Run #Travel Time (mm:ss)Run #Travel Time (mm:ss) 1 07:13 1 08:08 2 07:43 2 08:40 3 07:06 3 07:41 4 07:15 4 07:41 5 06:39 5 07:23 Average 07:11 Average 07:55 To: Int. John Deere Ct & Grace Ch RD (Rte 668) via Woodbine and Woodside RDs To: Int. John Deere Ct & Grace Ch RD (Rte 668) via Woodbine and Woodside RDs TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA 9/14/2022 From: Int Route 11 & Rest Ch Rd (Rte 669) From: Int I-81 NB & Rest Ch Rd (Rte 669) Figure C-5 September 2022 122 Run #Travel Time (mm:ss)Run #Travel Time (mm:ss) 1 07:05 1 08:04 2 07:09 2 08:00 3 06:52 3 07:14 4 06:46 4 08:05 5 06:40 5 07:25 Average 06:54 Average 07:46 9/14/2022 From: Int. John Deere Ct & Grace Ch RD (Rte 668) via Woodbine and Woodside RDs From: Int. John Deere Ct & Grace Ch RD (Rte 668) via Woodbine and Woodside RDs To: Int I-81 NB & Rest Ch Rd (Rte 669) To: Int Route 11 & Rest Ch Rd (Rte 669) TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA Figure C-6 September 2022 123 Segment Dist Average Travel Speed Travel Time Segment Dist Average Travel Speed Travel Time Grace Church Rd 0.72 25 0:01:43 Grace Church Rd 0.72 25 0:01:43 Woodside Rd 2.3 45 0:03:04 Woodside Rd 2.3 45 0:03:04 Woodbine Rd 0.78 40 0:01:18 Woodbine Rd 0.78 40 0:01:18 Route 11 0.28 45 0:00:40 Route 11 0.28 45 0:01:25 Total 4.08 0:06:45 Rest Church Road 0.05 35 0:00:05 TOTAL 4.13 0:07:35 To: Int Route 11 & Rest Ch Rd (Rte 669) To: Int I-81 NB & Rest Ch Rd (Rte 669) TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA 9/14/2022 From: Int. John Deere Ct & Grace Ch RD (Rte 668) From: Int. John Deere Ct & Grace Ch RD (Rte 668) Figure C-7 September 2022 124 Segment Dist Average Travel Speed Travel Time Segment Dist Average Travel Speed Travel Time Grace Church Rd 0.72 25 0:01:43 Grace Church Rd 0.72 25 0:01:43 Woodside Rd 2.3 45 0:03:04 Woodside Rd 2.3 45 0:03:04 Woodbine Rd 0.78 40 0:01:18 Woodbine Rd 0.78 40 0:01:18 Route 11 0.28 45 0:00:40 Route 11 0.28 45 0:01:45 Total 4.08 06:45 Rest Church Road 0.05 35 0:00:05 Total 4.13 07:55 From: Int. John Deere Ct & Grace Ch RD (Rte 668) From: Int. John Deere Ct & Grace Ch RD (Rte 668) TRAVEL TIME COMPUTATION Transportation Diversion Study Frederick County, VA 9/14/2022 To: Int Route 11 & Rest Ch Rd (Rte 669) To: Int I-81 NB & Rest Ch Rd (Rte 669) Figure C-8 September 2022 125 Appendix D Generalized Development Plan 126 O-N MINERALS (Chemstone) COMPANY d/b/a CARMEUSE AMERICAS REFERRAL AGENCY COMMENTS/RESPONSES Revised 7/10/2023 REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS Frederick Water 1/6/2023 No Comments Winchester Regional Airport - Nick Sabo, Executive Director 1/9/2023 Construction activity exceeding the maximum heights prescribed in the EM zoning has not been evaluated by this request. Future submissions will be reviewed for compliance with 14 CFR Park 77 - Safe, Efficient Use and Preservation of Navigable Airspace Noted. Frederick County Department of Parks & Recreation 1/13/2023 No Comments Frederick-Winchester Service Authority 1/3/2023 No Comments Frederick County Fire Marshal 1/20/2023 No Comments Frederick County Historic Resource Advisory Board - Kayla Peloquin, Planner 2/27/2023 Following their review of this application, the HRAB recommended a Phase 2 architectural study and historical survey be conducted for all structures on the subject parcels as well as Woodside (DHR #034- 0731) including but not limited to a chain of title including contextual history of ownership, and an architectural analysis of the interior and exteriors documenting any significant modifications or events related to structures and associated resources/outbuildings. We have agreed to perform this Phase 2 architectural study and historical survey. See Proffer 13.2. Frederick County Department of Public Works 1/31/2023 No Comments Frederick County Public Schools 2/2/2023 No Comments Frederick County Attorney's Office - Roderick B. Williams, County Attorney 2/28/2023 To meet Clerk's Office recording standards, please have the names of all owners in the heading section underlined and in bold type. As well, all signature pages will need to comply with VA. Code § 55.1-621. We have prepared the enclosed page with general information regarding the form of signature pages. Comment Noted. Proffer Statement has been revised to accommodate this comment. 127 O-N MINERALS (Chemstone) COMPANY d/b/a CARMEUSE AMERICAS REFERRAL AGENCY COMMENTS/RESPONSES Revised 7/10/2023 REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS I note that you have included with the materials a power of attorney authorizing Logan Thompson to act for Carmeuse. We are unaware, however, whether the Property owners intend to authorize your firm to make binding commitments on their behalf as this matter progresses. While attorneys at law may obviously appear before County officials to present and advocate for a rezoning, in the absence of powers of attorney from the owners, the County would of course be unable to accept any changes to the Proffer Statement without each of the owners then expressly acknowledging agreement to the changes. The person authorized to sign is Nicholas Bonarrigo, who is a duly empowered corporate officer of O-N Minerals (Chemstone) Company. O-N Minerals (Chemstone) now owns the entirety of parcel 34 A 129E. As such Carmeuse will be the only signatory. As the Rezoning proposes that two of the parcels - 34-A-8A and 34-A- 129E - would be split-zoned, we will need a metes and bounds plat of the proposed zoning district boundaries, to prevent any ambiguities as to exactly what areas are subject to which zoning. Also, per the proposed Generalized Development Plan (the "GDP"), the right-of- way for proposed relocated Woodside Road would be outside the rezoned portion of parcel 34-A-129E, but in order to bind that portion of parcel 34-A-129E to a commitment to provide right-of-way for the relocation, that additional portion of parcel 34-A-129E would need to be part of the Rezoning. O-N Minerals (Chemstone) now owns the entirety of parcel 34 A 129E. The proposed right of way for the relocated Woodside Road, which is outside of the rezoning area, will be on lands owned by O-N Minerals (Chemstone). A metes and bounds plat for the spilt parcels has been provided and is shown on the GDP. As written, the obligations in the Proffer Statement are obligations only of the "Applicant", which the Proffer Statement defines only as Carmeuse. In order for the Proffer Statement to be fully enforceable, all obligations should be those of the "Owners", as defined in the Proffer Statement. The Owner and the Applicant is now O-N Minerals (Chemestone) Company, and the word Applicant has been removed from the proffers. 128 O-N MINERALS (Chemstone) COMPANY d/b/a CARMEUSE AMERICAS REFERRAL AGENCY COMMENTS/RESPONSES Revised 7/10/2023 REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS GDP - The materials are not entirely clear regarding what constitutes the GDP, as the document labelled "Generalized Development Plan" has multiple pages stapled to it and, as well, immediately following the stapled pages were pages with various stockpile photosimulations. I note, in particular, that the second of the pages stapled together may be helpful for inclusion as part of the GDP. Also, with respect to labeling, the label that the Proffer Statement text indicates - "Generalized Development Plan - Carmeuse Lime & Stone Clear Brook Quarry" - is not the same as that on the GDP, as the latter does not reference "Clear Brook Quarry". The GDP is a stand-alone 1-page document. All other documents are for illustrative purposes only and are not proffered. Proffer 1 - The proffer refers to the GDP delineating the general location of the "quarry" but does not define what would constitute the "quarry". This leaves unclear whether the "quarry" is, for example, just the excavation pit or whether the "quarry" also includes areas for the conduct of related activities. This has been better defined in the Proffer Statement and the property shall be developed in substantial conformance with the GDP, which shows the outline of the quarry pit. Proffer 2 - The proffer purports to obligate Carmeuse with respect to Carmeuse's existing operations at its facility south of Brucetown Road, which is not part of the Property. In this regard, the last sentence of Proffer 2.1 refers to relocating "removed stockpile elements" to "other" areas of the Property; there is no stockpile on the Property now, so what constitutes the "other" areas of the Property is unclear. Also, no binding documents appear to indicate the location of any stockpiles on the Property (again, only the page attached to the GDP, but not designated as part of the GDP, refers to a stockpile). We have provided Exhibit A in the proffer statement to show the area of the new stockpile will be located. See Proffer 2.2. Proffer 3.1 - The Proffer does not identify the time within which removal of the stockpiles will take place, nor does it identify any means for securing satisfaction of this obligation. Future stockpiles in the newly rezoned area will be depleted as market conditions dictate. See revised proffer statement 3.2 for further clarification. 129 O-N MINERALS (Chemstone) COMPANY d/b/a CARMEUSE AMERICAS REFERRAL AGENCY COMMENTS/RESPONSES Revised 7/10/2023 REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS Proffer 3.2 - Unless the second of the pages stapled together with the GDP is specifically included as part of the GDP, the Proffer Statement does not identify the locations of the berms. Please refer to Exhibit A in the proffer statement for approximate berm locations. Proffer 4.1 - The proffer is unclear, in that it discusses "public roadways proposed for improvement", but the Proffer Statement generally proposes only the relocation of existing roadways, as opposed to improvement of any roadways. The relocated road shall be designed and constructed as a rural 2 lane paved road meeting the VDOT standards in a dedicated fee simple right-of-way. Proffers 4.2 and 4.3 - The proffers do not state the time within which Carmeuse would dedicate each parcel, following the respective County request. The revised proffer statement now contains the timing of the dedication of the parcels. See Proffer 4.2. Proffer 4.3 - Staff should be aware that the proffer represents a contingent commitment that would only vest if Carmeuse is successful in acquiring parcel 33-A-115B. We now own this parcel of land and Proffer 4.2.iii has been updated accordingly. Proffer 4.4 - The proffer does not specify a time for completion of the construction. With general respect to the concept of the proposed road abandonments, I acknowledge and appreciate the explanation in your cover letter as to Carmeuse's proposed creative approach to seeking removal of roads from, in particular, the Property's active operations area as shown on the GDP. Having said that, I see two issues, interconnected to some extent, to Carmeuse's proposed approach. First, the process under Va. Code § 33.2-909 is a legislative process, such that whether to act under that process is discretionary for the local governing body. The related issue is one of timing - can VDOT assign what would need to be a conditional effective date to an abandonment under Va. Code § 33.2-912? If not, then Carmeuse would have to proceed without having received definitive VDOT action under § 33.2-912, as the Proffer Statement would still remain in full force and effect. We will build the road within 15 years of approval of the rezoning application and we will do this in a phased approach. See Proffer Sections 4.3 and 4.4. 130 O-N MINERALS (Chemstone) COMPANY d/b/a CARMEUSE AMERICAS REFERRAL AGENCY COMMENTS/RESPONSES Revised 7/10/2023 REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS Proffer 4.5 - The proffer is not clear regarding if Carmeuse is unable to obtain permission to construct a tunnel under Brucetown Road. Would this nullify the commitment in the first sentence? If so, the proffer should so state, in such a way that the proffer commitment is conditioned on the occurrence. Also, the proffer may need to clarify that "roadways and tunnels internal it" Carmeuse's property includes other properties owned by Carmeuse and not part of the Rezoning. Carmeuse is currently in the process of obtaining the permits, including a renewed permit from VDOT and OmniTRAX. We will keep the county informed of our progress. Proffer 4.6 - Staff should be aware that this proffer may represent a limited commitment, as it would involve self-reporting by Carmeuse. The revised proffer allows for a County audit of the number of ticketed customer trucks leaving the property via the Brucetown road exit at any time. Proffers 6, 7 and 8 (now covered in revised Proffers 9, 10, and 11) - These proffers certainly represent a well-intended gesture by Carmeuse, but I must question whether they are permissible under applicable law. Virginia Code § 15.2-2298(A) allows for the voluntary proffering of reasonable conditions, provided that, as would be relevant here, (i) the rezoning itself gives rise to the need for the conditions, and (ii) the conditions have a reasonable relation to the rezoning. I recognize that § 15.2-2298 does not necessarily provide an owner a remedy for a locality's acceptance of conditions that may not comply with that section, but Va. Code § 15.2-2208 does. While subsection B of § 15.2-2208.1 appears to offer a safe harbor for a locality's acceptance of non-complying conditions - namely that the applicant must object in writing to the conditions - upon closer inspection of § 15.2-2208.1, that safe harbor does not appear to be absolute. If an applicant objects in writing, yes, the section provides that a court shall presume, absent clear and convincing evidence, the conditions were "the controlling basis" for the locality's decision. However, the absence of that presumption would not prevent an applicant from still attempting to offer direct proof alleging a "controlling basis". See Revised Proffers 9, 10, and 11. Proffer 8 (revised Proffer 12) - Also, notwithstanding the foregoing, I also note that Proffer 8 is not sufficiently definite, as it provides no details regarding the proffered trails. We are not proffering a specific trail; we are proffering services to plan and locate the trail in addition to funds for trail construction. See Revised Proffer 12. 131 O-N MINERALS (Chemstone) COMPANY d/b/a CARMEUSE AMERICAS REFERRAL AGENCY COMMENTS/RESPONSES Revised 7/10/2023 REFERRAL AGENCY DATE REC'D.REFERRAL AGENCY COMMENT RESPONSE TO COMMENTS Proffer 9.2 - Staff should be aware that this proffer may represent a limited commitment, as the proffer would still permit the use of temporary lighting units without any limits. Temporary lighting units will not be used. I also include by reference here comments from Planning staff's letter dated February 24, 2023.Planning staff's comments are addressed in the cover letter dated July 10, 2023. Virginia Department of Transportation 3/10/2023 VDOT has reviewed the latest Carmeuse rezoning application and associated Traffic Diversion Study dated 12-19-2022 and we are in agreement with the findings of the study. Noted. 132 133 134 8/17/22, 9:24 AM Sra https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 1/4135 8/17/22, 9:24 AM Sra https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 2/4136 8/17/22, 9:24 AM Sra https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 3/4137 8/17/22, 9:24 AM Sra https://risweb.courts.state.va.us/jsra/sra/#/search/recordSearch 4/4138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165