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Home My WebLink About52-25 Carmeuse Eastern Site SignedU:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS0000.dwg PLOTTED: 4/16/2026 9:38 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKLOCATION MAP Scale: 1" = 2000' CALL 1-800-552-7001 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): PREPARED BY: PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED SITE PLAN PREPARED FOR: OWNER/DEVELOPER O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC. 6920 POINTE INVERNESS WAY, SUITE 301 FORT WAYNE, INDIANA 46804-7926 (540) 662-3855 CARMEUSE EASTERN BERM PROJECT SITE PLAN SP# 52-25 PIN: 34-A-11 - STONEWALL DISTRICT - FREDERICK COUNTY, VIRGINIA ORIG SUBMISSION: NOVEMBER 21, 2025 REVISED SUBMISSION: APRIL 14, 2026 O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTCOVER SHEET CS0000 TOTAL SHEETS 15 04-14-2026 RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. NAME:_____________________________________________________ CERTIFICATION #:___________________________________________ DATE: _____________________________________________________ APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL VALID FOR 5 YEARS. ________________________________________________________________________________ APPROVED BY DATE SITE LOCAL UTILITIES IN FREDERICK COUNTY RAPPAHANNOCK ELECTRIC CO-OP 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 662-2037 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 WASHINGTON GAS 350 HILLANDALE LN. WINCHESTER, VIRGINIA 22602 (540) 868-7913 FREDERICK WATER 315 TASKER ROAD STEPHENS CITY, VIRGINIA 22655 (540) 868-1061 SHEET INDEX SHEET TITLE CS0000 COVER SHEET CS0001 GENERAL NOTES & E&S NARRATIVE CS1000 EXISTING CONDITIONS (OVERALL) CS1001 EXISTING CONDITIONS CS1002 EXISTING CONDITIONS CS2100 EROSION & SEDIMENT CONTROL - PHASE I CS2101 EROSION & SEDIMENT CONTROL - PHASE I CS2200 EROSION & SEDIMENT CONTROL - PHASE II & GRADING PLAN CS2201 EROSION & SEDIMENT CONTROL - PHASE II & GRADING PLAN CS4001 BERM PROFILE CS4002 BERM PROFILE CS4500 E&S DETAILS CS4501 E&S DETAILS CS6100 STORM SEWER DESIGN CS7000 LANDSCAPING PLAN & DETAILS Excavation Notes 1)Quarry excavation shall be no closer than 100 feet from any property zoned RA, RP, R4, R5 or MH1. 2)No quarry excavation shall be located closer than 200 feet from any dwelling or platted residential subdivision. (§165-608.05(B)(2)). 3)Quarry excavation shall be no closer than 100 feet from any road, street, or highway right-of-way. The Board of Supervisors may reduce the required front setback for quarry excavation to 50 feet if it determines that, through the use of measures, such as landscaping or screening, the effective protection afforded to adjacent properties has not been reduced. (§165-608.05(A)(2)). Machinery Notes 4)All crushing or screening machinery shall be set back at least 300 feet from any property boundary. (165-608.05(B)(3). Photometric Plan No lighting is proposed. U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS0001.dwg PLOTTED: 4/16/2026 9:38 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTGENERAL NOTES & E&S NARRATIVE CS0001 TOTAL SHEETS 15 04-14-2026 9VAC25-840-40. Minimum standards. A VESCP must be consistent with the following criteria, techniques and methods: 1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2.During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place. 5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10.All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14.All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15.The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches. c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilization shall be accomplished in accordance with this chapter. f.Applicable safety requirements shall be complied with. 17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b.Adequacy of all channels and pipes shall be verified in the following manner: (1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 times greater than the contributing drainage area of the project in question; (2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b)All previously constructed man-made channels shall be analyzed by the use of a 10-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. c.If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1)Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks. (2)Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; (3)Develop a site design that will not cause the pre-development peak runoff rate from a two year storm to increase when runoff outfalls into a natural channel or will not cause the pre-development peak runoff rate from a 10-year storm to increase when runoff outfalls into a man-made channel; or (4)provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion d.The applicant shall provide evidence of permission to make the improvements. e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f.If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g.Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h.All on-site channels must be verified to be adequate. i.Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j.In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. l.Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land-disturbing activities (i) are in accordance with provisions for time limits on applicability of approved design criteria in 9VAC25-870-47 or grandfathering in 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation, in which case the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act shall apply, or (ii) are exempt pursuant to § 62.1-44.15:34 C 7 of the Act. n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS SITE IS LOCATED IN NORTHEASTERN FREDERICK COUNTY, VIRGINIA NORTH OF BRUCE TOWN ROAD, EAST OF ROUTE 11, SOUTH OF GRACE CHURCH ROAD, AND ADJOINED ON THE EAST SIDE BY RESIDENTIAL LOTS. THE BERM IS WHOLLY CONTAINED WITHIN THE EXISTING CARMEUSE QUARRY OPERATION. THE LAND DISTURBANCE FOR THIS PROJECT IS 16.66 ACRES. EXISTING SITE CONDITIONS THE SITE IS LOCATED ON ONE PARCEL WHICH IS 98.72 ACRES IN SIZE. THIS PROJECT CONSISTS OF ONE DISTURBED AREA FOR THE BERM. THE DISTURBED AREA FOR THE BERM IS 16.66 ACRES, GENERALLY DRAINS TO SOUTH & EAST, CONTAINS SLOPES BETWEEN 25% TO 50%, AND ELEVATIONS RANGING FROM 616.00 TO 642.00. ADJACENT PROPERTY SUBJECT PROPERTY IS SIDED BY AN EM ZONED PROPERTY ON THE WEST, MULTIPLE ZONED EM PROPERTIES TO THE SOUTH, MULTIPLE ZONED RURAL AREAS DISTRICT (RA) TO THE EAST, AND EM TO THE NORTH. OFF-SITE AREAS NO OFF-SITE AREAS WILL BE DISTURBED FOR THIS PROJECT. SOILS SOILS INFORMATION IS PROVIDED IN THE SOILS MAP ON THIS SHEET. CRITICAL AREAS THE BERM IS CONSIDERED A CRITICAL AREA AND CONSISTS OF 3:1 SLOPES OR GREATER. THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL BE IMMEDIATELY STABILIZED AFTER REACHING FINAL GRADE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES SHOWN ON THE PLANS INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PHASE I & II: SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. CULVERT INLET PROTECTION (3.08) WITH STONE COMBINATION SHALL BE INSTALLED AS SHOWN ON PLANS TO FILTER RUNOFF BEFORE IT LEAVES THE SITE. OUTLET PROTECTION (3.18) SHALL BE INSTALLED AT OUTLET STRUCTURES TO MINIMIZE POTENTIAL FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED AT THE DIRECTION OF THE FREDERICK COUNTY INSPECTOR. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPROVAL WITHOUT EXCEPTION. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS. GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR ALL IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, ECONOMIC DEVELOPMENT AUTHORITY, AND THE CONTRACT DOCUMENTS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS. 3.CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 5:00 PM. EXCEPTIONS TO BE APPROVED BY OWNER. 4.ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER. 5.CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK PRIOR TO COMMENCING CONSTRUCTION AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 6.ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 7.CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION. 8.LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION, VERTICALLY AND HORIZONTALLY, OF THE UTILITIES PRIOR TO ANY EXCAVATION OR CONSTRUCTION. THE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND ALL APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE COMMONWEALTH OF VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY DURING CONSTRUCTION IN ACCORDANCE WITH CURRENT STATE AND LOCAL REGULATIONS. DISTURBED AREAS SHALL NOT REMAIN DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, AND SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10.CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS AND/OR EXISTING PARKING LOTS AND OTHER PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. 11.ANY STREET OR UTILITIES DAMAGED BY CONTRACTOR OR SUB-CONTRACTOR SHALL BE SOLE RESPONSIBILITY OF THE PRIMARY CONTRACTOR AND PROPERLY AND IMMEDIATELY REPAIRED BY THE CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN COMPLIANCE WITH THE TOWN'S CONSTRUCTION STANDARDS & SPECIFICATIONS, AND TO THE SATISFACTION OF THE TOWN INSPECTOR. 12.ALL PRE-CAST CONCRETE STRUCTURES SHALL BE A MINIMUM 4000 PSI AT 28 DAYS. 13.THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY BOXES, VAULTS, OR OTHER APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS. 14.CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS WORK. 15.ANY PLANNED DISRUPTIONS OF OR TIE INS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY OWNER. WITH THE EXCEPTION OF EMERGENCIES, THERE SHALL BE A MINIMUM OF 24 HOURS NOTICE GIVEN BY THE CONTRACTOR TO ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL UTILITY USERS AFFECTED BY UTILITY INTERRUPTIONS. 16.THE UNAUTHORIZED USE OF WATER WITHOUT DUE COMPENSATION IS ILLEGAL. NO PERSON SHALL CONNECT TO OR DO ANY WORK ON THAT PORTION OF THE SYSTEM OWNED BY THE TOWN UNLESS WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK. 17.CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY PLAN REQUIREMENTS AND SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. 18.CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (ADA) REQUIREMENTS. STORM WATER MANAGEMENT NARRATIVE THIS PROPERTY IS UTILIZED FOR MINING OPERATIONS AND THE PURPOSE OF THIS PLAN IS RESULTANT OF THOSE OPERATIONS. PURSUANT TO 9VAC25-875-90A5 THIS LAND DISTURBANCE IS EXEMPT FROM THE STORMWATER REQUIREMENTS OF 9VAC25-875. ADDITIONALLY, THESE OPERATIONS ARE FURTHER REGULATED BY THE VIRGINIA ENERGY CODE FOR STORMWATER DISCHARGES. 630624626628632620 630 622624626 628 632 6 2 0 62 0 6286286306 3 2 634 636 618620 62 0 6146146 2 0 62 06186226 2 46266 2 8 63 06326 3 4 6 3 6 63 8 64 0 64 2 640 638 636 634 632610 61 0 6 2 0 630 612 612 614 614 616 616 618 62 2 62 4 62 6 62 8 6 2 2622 624 62 0 6 2 0 62262 2 620 618 616 61 4 614612 610 60 8 60 6 606 610618620 620 630 622 624 626 628 632634628 S 30°07'28" W 805.12'S 30°53'22" W 970.41' N 30°32'33" E 1411.95' (TOTAL)N 58°56'45" W 690.04'N 30°32'33" E 750.00' N 14°12' 0 6 " W 3 5 5 . 1 3 ' N 30°32'33" E 721.67' N 31°00'06" E 938.99'PIN 34-8-1-17O-N MINERALS (CHEMSTONE) COMPANYINST. 160002869PIN 34-A-11A O-N MINERALS (CHEMSTONE) COMPANY DB 931 PG 1182 VA. SEC . RTE . 672 - BRUCETOWN ROAD (VAR IABLE W IDTH R /W )DB 679 PG 536TURKEY RUNIRF POINT OF BEGINNING IRF IRFIRF S 56°20'26" E 193.18'S 61°27'26" E 587.05'S 71°01'26" E 547.35 'C1S 8 8 ° 2 4 ' 2 7 " W 5 3 2 . 8 8 ' S 8 8 ° 5 6 ' 4 3 " W 5 2 0 . 4 7 ' IRF S 60°46'26" E 531.84'IRS PIN 34-A-11 O-N MINERALS (CHEMSTONE) COMPANY 98.7768 ACRES ZONED: EM (EXTRACTIVE MANUFACTURING DISTRICT) AREA NOT SUBJECT TO LAND DISTURBANCE 300.00'100.00'100.00'300.00'PROPERTY EXCAVATION SEPARATION (SEE CS0000 (1)) CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4))ROAD EXCAVA T ION SEPARA T ION (SEE CS 0 0 0 0 ( 3 ) )CRUSHING OR SCREEN ING MACH INERY SE TBACK (SEE CS 0 0 0 0 ( 4 ) ) 2 0 0 ' RAD IUS DWE L L ING EXCAVA T IONSEPARAT ION (SEE CS 0 0 0 0 ( 2 ) ) 200' RADIUS DWELLING EXCAVATION SEPARATION (SEE CS0000 (2))200.00'200.00'U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS1000.dwg PLOTTED: 4/16/2026 9:38 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 150'300' GRAPHIC SCALE 1"=150' APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTEXISTING CONDITIONS (OVERALL) CS1000 TOTAL SHEETS 15 NOR T H 04-14-2026 632 6206306 2 2 62 46266 2 8632 620 622622624 6206226226206346 2 8 PIN 34-A-15SONYA L. MAYINST. 200015758VA. S E C. R T E. 6 7 2 - B R U C E T O W N R O A D (VARI A B L E WI D T H R/ W) DB 6 7 9 P G 5 3 6 C1IRF IRSPIN 34- A- 1 1 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y 98.77 6 8 A C R E S ZONE D: E M (EXTR A C TI V E M A N U F A C T U RI N G DI S T RI C T)PIN 34-A-11AO-N MINERALS (CHEMSTONE) COMPANYDB 931 PG 1182EDGE O F P A V E M E N T 2 7 " C M P 1 6 " C M P PIN 34- A- 2 0 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 PIN 34- A- 1 9 SONY A L. M A Y DB 9 P G 0 PIN 34- A- 1 8 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 PIN 34- A- 1 7 TERR Y L. M O N G O L D & KELLY J. M O N G O L D DB 90 0 1 P G 0 PIN 33- A- 1 3 4 BROO K S E LI J A H & TAYL O R G A B RI E L L A LAMB E R T Y E NI S E L DB 51 7 6 P G 0 PIN 33- A- 1 3 5 HESS M A X DI L L A R D B R Y A N DB 44 9 1 P G 0 PIN 33- A- 1 3 6 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 CENT E R LI N E P O T O M A C E DI S O N E A S E M E N T DB 63 7 P G 2 7 0 20' TRI M MI N G RI G H T S B O T H SI D E S O F C E N T E R LI N E100.00'300.00'ROAD E X C A V ATI O N S E P A R ATI O N ( S E E C S0000 (3)) CRUS HI N G O R S C R E E NI N G M A C HI N E R Y S E T B A C K ( S E E C S0000 (4))200' RADI U S D W ELLI N G E X C A V ATI O N SEPA R ATI O N ( S E E C S0000 (2))200.00'200.00'U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS1000.dwg PLOTTED: 4/16/2026 9:40 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' MATCHLINE SEE: CS1002 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTEXISTING CONDITIONS CS1001 TOTAL SHEETS 15 NORTH 04-14-2026 63062462662863262 0 6286286306 3 2 634 636 618620 62 0 6146146 2 0 620618634 PIN 34-A-13 CYNTHIA L. BENNER DB 817 PG 486 PIN 34-A-24K LOT 1-C ALEXANDER W. BUTLER, DOUGLAS W. BUTLER, KEVIN W. BUTLER INST. 070012137 IRF IRF EX. 50' SHENANDOAH GAS COMPANY ESM'T DB 234 PG 480300.00'100.00'PROPERTY EXCAVATION SEPARATION (SEE CS0000 (1)) CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4)) 200' RADIUS DWELLING EXCAVATION SEPARATION (SEE CS0000 (2))200.00'U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS1000.dwg PLOTTED: 4/16/2026 9:41 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' MATCHLINESEE CS1001 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTEXISTING CONDITIONS CS1002 TOTAL SHEETS 15 NOR T H 04-14-2026 632 6206306 2 2 62 46266 2 8632 620 622622624 6206226226206346 2 8 PIN 34-A-15SONYA L. MAYINST. 200015758VA. S E C. R T E. 6 7 2 - B R U C E T O W N R O A D (VARI A B L E WI D T H R/ W) DB 6 7 9 P G 5 3 6 POINT OF BEGINNINGC1IRF IRSPIN 34- A- 1 1 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y 98.77 6 8 A C R E S ZONE D: E M (EXTR A C TI V E M A N U F A C T U RI N G DI S T RI C T)PIN 34-A-11AO-N MINERALS (CHEMSTONE) COMPANYDB 931 PG 1182EDGE O F P A V E M E N T 2 7 " C M P 1 6 " C M P PIN 34- A- 2 0 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 PIN 34- A- 1 9 SONY A L. M A Y DB 9 P G 0 PIN 34- A- 1 8 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 PIN 34- A- 1 7 TERR Y L. M O N G O L D & KELLY J. M O N G O L D DB 90 0 1 P G 0 PIN 33- A- 1 3 4 BROO K S E LI J A H & TAYL O R G A B RI E L L A LAMB E R T Y E NI S E L DB 51 7 6 P G 0 PIN 33- A- 1 3 5 HESS M A X DI L L A R D B R Y A N DB 44 9 1 P G 0 PIN 33- A- 1 3 6 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 CENT E R LI N E P O T O M A C E DI S O N E A S E M E N T DB 63 7 P G 2 7 0 20' TRI M MI N G RI G H T S B O T H SI D E S O F C E N T E R LI N E100.00'300.00'ROAD E X C A V ATI O N S E P A R ATI O N ( S E E C S0000 (3)) CRUS HI N G O R S C R E E NI N G M A C HI N E R Y S E T B A C K ( S E E C S0000 (4))200' RADI U S D W ELLI N G E X C A V ATI O N SEPA R ATI O N ( S E E C S0000 (2))200.00'200.00'DC TS SSF SSF CE DA = 7.15 A C. C = 0.35 DA = 5.02 A C. C = 0.35 DA = 1.05 A C. C = 0.35 OFFSIT E D A = 0.53 A C. C = 0.35 OFFSIT E D A = 0.49 A C. C = 0.35 TS TS LOD U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS2100.dwg PLOTTED: 4/16/2026 9:40 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' CS2101 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTEROSION & SEDIMENT CONTROL - PHASE I CS2100 TOTAL SHEETS 15 NORTH 04-14-2026 ECM-15 OUTLET PROTECTION OP DUST CONTROL DC DC SCM-05 CULVERT INLET PROTECTION CIP EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL SCM-03 TEMPORARY STONE CONSTRUCTION ENTRANCE CE SOIL STABILIZATION BLANKETS AND MATTING B/MSSM-05 SSM-09 TEMPORARY SEEDING TS TS LIMITS OF DISTURBANCE LOD PCM-04-5 SUPER SILT FENCE SSF 63062462662863262 0 6286286306 3 2 634 636 618620 6 2 0 6146146 2 0 620618634 PIN 34-A-13 CYNTHIA L. BENNER DB 817 PG 486 PIN 34-A-24K LOT 1-C ALEXANDER W. BUTLER, DOUGLAS W. BUTLER, KEVIN W. BUTLER INST. 070012137 IRF IRF EX. 50' SHENANDOAH GAS COMPANY ESM'T DB 234 PG 480300.00'100.00'PROPERTY EXCAVATION SEPARATION (SEE CS0000 (1)) CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4)) 200' RADIUS DWELLING EXCAVATION SEPARATION (SEE CS0000 (2))200.00'DC SSF DA = 7.89 AC. C = 0.35 DA = 5.49 AC. C = 0.35 DA = 7.64 AC. C = 0.35 DA = 1 . 0 5 AC . TS TS SSF LOD LOD U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS2100.dwg PLOTTED: 4/16/2026 9:40 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' CS2100 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTEROSION & SEDIMENT CONTROL - PHASE I CS2101 TOTAL SHEETS 15 NOR T H 04-14-2026 62262462662863063263463663864064264264063863663463262264264063863663463263062862462262062262062662662863025.00'15.00'TOP O F B E R M 4:12:13300+LOD 3100+0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00ENTR A N C E F E A T U R E/ SI G N624624 6286306246266286306' 4-BOAR D F E N C E: ±1,250'25.00'8' PRIVACYFENCE: ±750'DOUBLE SWING GATE632 6206306 2 2 62 46266 2 8632 620 622622624 6206226226206346 2 8 PIN 34-A-15SONYA L. MAYINST. 200015758VA. S E C. R T E. 6 7 2 - B R U C E T O W N R O A D (VARI A B L E WI D T H R/ W) DB 6 7 9 P G 5 3 6 C1IRF IRSPIN 34- A- 1 1 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y 98.77 6 8 A C R E S ZONE D: E M (EXTR A C TI V E M A N U F A C T U RI N G DI S T RI C T)PIN 34-A-11AO-N MINERALS (CHEMSTONE) COMPANYDB 931 PG 1182EDGE O F P A V E M E N T 2 7 " C M P 1 6 " C M P PIN 34- A- 2 0 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 PIN 34- A- 1 9 SONY A L. M A Y DB 9 P G 0 PIN 34- A- 1 8 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 PIN 34- A- 1 7 TERR Y L. M O N G O L D & KELLY J. M O N G O L D DB 90 0 1 P G 0 PIN 33- A- 1 3 4 BROO K S E LI J A H & TAYL O R G A B RI E L L A LAMB E R T Y E NI S E L DB 51 7 6 P G 0 PIN 33- A- 1 3 5 HESS M A X DI L L A R D B R Y A N DB 44 9 1 P G 0 PIN 33- A- 1 3 6 O-N MI N E R A L S ( C H E M S T O N E) C O M P A N Y DB 20 4 1 P G 0 CENT E R LI N E P O T O M A C E DI S O N E A S E M E N T DB 63 7 P G 2 7 0 20' TRI M MI N G RI G H T S B O T H SI D E S O F C E N T E R LI N E100.00'300.00'ROAD E X C A V ATI O N S E P A R ATI O N ( S E E C S0000 (3)) CRUS HI N G O R S C R E E NI N G M A C HI N E R Y S E T B A C K ( S E E C S0000 (4))200' RADI U S D W ELLI N G E X C A V ATI O N SEPA R ATI O N ( S E E C S0000 (2))200.00'200.00'CIPBM BM SSFSSFCE DA = 5.11 A C. C = 0.35 DA = 3.74 A C. C = 0.35 DA = 2.57 A C. C = 0.35DA = 0.36 AC.C = 0.35DA = 0.69 AC.C = 0.35DA = 1.77 A C. C = 0.35OP2.1 2 1 5 4 ' O F 1 8 " H D P E @ 1 . 0 0 %INV. = 622.30INV. = 620. 75"CULV E R T 1" PLUN G E P O O L 1 QUARRY SIDEBERM HEIGHT 20' MINIMUM 2:14:1"PUBLIC" SIDE BEYOND QUARRY 10' TOP OF BERM BERM TYPICAL SECTION NOT TO SCALE U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS2200.dwg PLOTTED: 4/16/2026 9:38 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' CS2201 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTEROSION & SEDIMENT CONTROL - PHASE II & GRADINGPLAN CS2200 TOTAL SHEETS 15 NORTH 04-14-2026 NOTE: STEEPER SLOPES MAY BE PERMITTED WITH APPROPRIATE GEOTECHNICAL DESIGN AND APPROVAL BY FREDERICK COUNTY 622 624 626 628 630 632 634 636 638 640 642 622 624 626 628 630 632 634 636 620 638 640 642 642640638636634632630 628 626 624622 620 642 640638636634632 630 628626624 EXISTING TREELINE 618 622 624 626 628 630632 4:1 3300 + LOD 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+0029+0030+0030+18628626 624 622 624 626 628 6' AMERICAN WIRE FENCE: ±1,722'63062462662863262 0 6286286306 3 2 634 636 618620 62 0 6146146 2 0 620618634 PIN 34-A-13 CYNTHIA L. BENNER DB 817 PG 486 PIN 34-A-24K LOT 1-C ALEXANDER W. BUTLER, DOUGLAS W. BUTLER, KEVIN W. BUTLER INST. 070012137 IRF IRF EX. 50' SHENANDOAH GAS COMPANY ESM'T DB 234 PG 480300.00'100.00'PROPERTY EXCAVATION SEPARATION (SEE CS0000 (1)) CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4)) 200' RADIUS DWELLING EXCAVATION SEPARATION (SEE CS0000 (2))200.00'OP CIP BM BM BM SSF SSF BM DA = 17.84 AC. C = 0.35 DA = 0.36 AC. DA = 1.00 AC. C = 0.35 DA = 1.03 AC. C = 0.35 DA = 1.15 AC. C = 0.35 1.1 1 340' O F 4 8 " H D P E @ 0 . 5 0 % INV. = 621.70 PLUNGE POOL 2 "CULVERT 2" INV. = 620.00 U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS2200.dwg PLOTTED: 4/16/2026 9:41 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' CS2200 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTEROSION & SEDIMENT CONTROL - PHASE II & GRADINGPLAN CS2201 TOTAL SHEETS 15 NOR T H 04-14-2026 6206306226 2 4626628632 620622 622 624 620 622 622 PIN 34-A-15SONYA L. MAYINST. 200015758VA. SEC. RTE. 672 - BRUCETOWN ROAD (VARIABLE WIDTH R/W) DB 679 PG 536 C1IRF IRSPIN 34-A-11 O-N MINERALS (CHEMSTONE) COMPANY 98.7768 ACRES ZONED: EM (EXTRACTIVE MANUFACTURING DISTRICT) EDGE OF PAVEMENT 27" CMP16" CMPPIN 34-A-20 O-N MINERALS (CHEMSTONE) COMPANYPIN 34-A-19 PIN 33-A-136 O-N MINERALS (CHEMSTONE) COMPANY DB 2041 PG 0 CENTERLINE POTOMAC EDISON EASEMENT DB 637 PG 270 20' TRIMMING RIGHTS BOTH SIDES OF CENTERLINE 100.00'300.00'ROAD EXCAVATION SEPARATION (SEE CS0000 (3)) CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4)) 200' RADIUS DWELLING EXCAVATION SEPARATION (SEE CS0000 (2))200.00'200.00'6 2 4 62 2 622 620 620 622 630 628 622624620620 620 622 622622 620 626 628626 6226 2 2 624 622 624 626 628 630 632 634 636 638 640 642 642640638636634632 622 642640638636634632630628 624 630622624 622 620 622 620 62 4 626626 626 628 630 25.00'15.00'TOP OF BERM 4:1 2:1 3300+LOD 3100 + 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+0014+0015+00ENTRANCE FEATURE/SIGN 624 624 622 628 630 624626628630 6' 4-BOARD FENCE: ±1,250'25.00'DOUBL E S WI N G G A T E 2.1 2154' OF 18" HDPE @ 1.00% INV. = 622.30 INV. = 620.75 "CULVERT 1" PLUNGE POOL 1 600 605 610 615 620 625 630 635 640 645 650 0+00620.3620.25620.3620.340+50620.3620.35620.5620.531+00620.7620.69621.0621.031+50621.6621.62622.3622.262+00622.7622.73623.0622.962+50623.3623.30623.2623.223+00623.2623.17623.6623.563+50623.7623.74624.2624.164+00624.7624.74624.9624.864+50624.5624.48624.1624.055+00624.2624.20624.3624.305+50624.7624.65624.9624.886+00625.1625.06625.1625.086+50625.6625.59626.4626.407+00627.3627.34628.2628.217+50628.5628.54628.2628.158+00627.6627.61627.4627.438+50627.0627.02626.1626.099+00625.0625.00624.0624.039+50623.0623.04622.0622.0110+00621.2621.18620.4620.4110+50620.8620.76621.9621.9011+00623.5623.50624.9624.9411+50625.8625.80626.3626.3512+00626.9626.87627.1627.1212+50627.0626.97627.1627.1113+00627.4627.42627.7627.7413+50628.0627.98628.4628.4314+00628.9628.89629.5629.4714+50629.9629.87630.1630.1215+00629.6629.64EX. GRADE FIN. GRADE STRM XING STA. 10+24.5218" HDPE INV=620.82U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS4000.dwg PLOTTED: 4/16/2026 9:40 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTBERM PROFILE CS4001 TOTAL SHEETS 15 NORTH 04-14-2026 00 50'100' GRAPHIC SCALE 1"=50'CS4002C S 4 0 0 2 63062462662863262 0 6286286306 3 2 618620 6 2 0 6146146 2 0 620618622IRF IRF EX. 50' SHENANDOAH GAS COMPANY ESM'T DB 234 PG 480300.00'100.00'PROPERTY EXCAVATION SEPARATION (SEE CS0000 (1)) CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4)) 200' RADIUS DWELLING EXCAVATION SEPARATION (SEE CS0000 (2))200.00'630 632 622 624 626 628 630 632 634 636 638 640 642 622 624 626 628 630 632 634 636 620 638 640 642 6426246266286 2 2 630 6 3 0 6 3 0 6 3 2 62062262 4 62 6 628 630 63 2 634 636 622 6 2 0 618616614614616618620622 618 6206226246 2 6628 622624626628632 618620622 624640638636634632630 628 626 624622 620 642 640638636634632 630 628626624 EXISTING TREELINE 618 622622 624 626 6286 2 66246 2 2 62 0622624626 628 630632 4:1 00 LOD 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+0029+0030+0030+18628626 624 622 624 626 628 6' AMERICAN WIRE FENCE: ±1,722' 1.1 1 340' O F 4 8 " H D P E @ 0 . 5 0 % INV. = 621.70 PLUNGE POOL 2 "CULVERT 2" INV. = 620.00 600 605 610 615 620 625 630 635 640 645 650 14+50629.9629.87630.1630.1215+00629.6629.64629.1629.1315+50627.9627.89626.5626.4716+00625.0625.02623.2623.2516+50622.1622.08621.7621.6517+00621.7621.66622.1622.0817+50623.1623.14624.6624.6318+00625.9625.86627.0627.0318+50628.1628.13628.6628.5519+00628.7628.73628.9628.9119+50628.6628.64628.1628.0620+00627.3627.33626.7626.6820+50624.9624.93623.2623.2021+00621.4621.36620.1620.0721+50619.4619.44619.4619.3722+00619.7619.75620.4620.4322+50621.5621.48622.5622.5023+00623.1623.08623.4623.3823+50623.1623.09622.4622.4124+00621.5621.51620.3620.3424+50619.0619.00617.6617.6425+00616.6616.62616.1616.1425+50615.9615.95616.9616.9026+00618.3618.33619.7619.7326+50621.3621.30622.7622.7427+00624.0624.03625.3625.2727+50626.3626.27626.8626.7828+00626.8626.76627.0627.0228+50626.9626.85627.0627.0129+00627.6627.60628.5628.5029+50629.5629.5429+75630.7630.69EX. GRADE FIN. GRADE STRM XING STA. 27+59.9648" HDPE INV=616.38U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS4000.dwg PLOTTED: 4/16/2026 9:40 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTBERM PROFILE CS4002 TOTAL SHEETS 15 NOR T H 04-14-2026 00 50'100' GRAPHIC SCALE 1"=50'CS4001CS4001 U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS4500.dwg PLOTTED: 4/16/2026 9:40 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTE&S DETAILS CS4500 TOTAL SHEETS 15 04-14-2026 U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS4501.dwg PLOTTED: 4/16/2026 9:41 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTE&S DETAILS CS4501 TOTAL SHEETS 15 04-14-2026 U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS6100.dwg PLOTTED: 4/16/2026 9:41 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 00 50'100' GRAPHIC SCALE 1"=50' APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTSTORM SEWER DESIGN CS6100 TOTAL SHEETS 15 04-14-2026 CULVERT 1 - DESIGN REPORT CULVERT 2 - DESIGN REPORT CULVERT 1 CULVERT 2 DESIGN PARAMETERS: B = 14.0' C = 18.0' D = 1.7' E = d = 4.0' F = 1.0' Rip-Rap Size = 0.85' (d50) DESIGN PARAMETERS: B = 9.0' C = 10.5' D = 1.2' E = d = 1.5' F = 1.0' Rip-Rap Size = 0.60' (d50) (10 YR) (100 YR) (10 YR) (100 YR) 63 0 62 462 6 628 6 3 2 6206306226 2 4626628632 620 620 62 8 628630 632634636 618 6 2 0 620 61 4614 620 620 618622 624 626 622 622 624 620 620 622 622 620618616614 614 612610 620630622624 626628632 634 6 28 S 30°07'28" W 805.12'S 30°53'22" W 970.41'N 30°32'33" E 750.00'N 14°12'06" W 355.13'N 30°32'33" E 721.67'VA. SEC. RTE. 672 - BRUCETOWN ROAD (VARIABLE WIDTH R/W) DB 679 PG 536 C1 S 88°24'27" W 532.88'S 88°56'43" W 520.47'EDGE OF PAVEMENT 27" CMP16" CMPEX. 50' SHENANDOAHGAS COMPANY ESM'TDB 234 PG 480300.00'100.00'100.00'300.00'PROPERTY EXCAVATION SEPARATION(SEE CS0000 (1))CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4))ROAD EXCAVATION SEPARATION (SEE CS0000 (3)) CRUSHING OR SCREENING MACHINERY SETBACK (SEE CS0000 (4)) 200' RADIUS DWELLING EXCAVATION SEPARATION (SEE CS0000 (2))200' RADIUS DWELLING EXCAVATIONSEPARATION (SEE CS0000 (2))200.00'200.00'BERM LANDSCAPING LIMITS OF DISTURBANCE 6' 4-BOARD FENCE: ±1,250'6' AMERICAN WIRE FENCE: ±1,722'DOUBL E S WI N G G A T E 8' PRIVACY FENCE : ± 7 5 0 'U:\Accounts\CRMUL\CRMUL25001 - Eastern Berm Preliminary Engineering\DESIGN\_SHEETS\PE\CS7000.dwg PLOTTED: 4/16/2026 9:38 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSCRMUL25002 AS NOTED RAS 08-20-2025 DMBAPPROVED BY DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 APPROVED SITE PLAN O-N MINERALS (CHEMSTONE) COMPANY - C/O CARMEUSE LIME & STONE, INC.6920 POINTE INVERNESS WAY, SUITE 301 | FORT WAYNE, INDIANA 46804-7926CARMEUSE EASTERN BERM PROJECT 508 QUARRY LANE | CLEARBROOK, VIRGINIA 22624PIN: 34-A-11 - STONEWALL DISTRICTLANDSCAPING PLAN & DETAILS CS7000 TOTAL SHEETS 15 04-14-2026 BERM PLANTING CALCULATIONS: BERM LENGTH = 2,900 LF. PLANTINGS PROPOSED @ 18.5 PLANTINGS PER 100 LF. = 537 SEED PLANTING DETAIL MEDIUM DECIDUOUS PLANT LIST: HORNBEAM AMERICAN HOPHORNBEAM, EASTERN CHINKAPIN SASSAFRAS PERSIMMON LARGE DECIDUOUS PLANT LIST: OAK MAPLE, RED BLACKGUM HACKBERRY CELTUS OCCIDENTALIS POPLAR, YELLOW, TULIP SYCAMORE 200.00' SEEDLING PLANTING INSTRUCTIONS: BRUSH ASIDE LOOSE ORGANIC MATERIAL SUCH AS LEAVES, GRASS, ETC., IT CAN DECOMPOSE AND LEAVE AIR SPACES. ROOTS WILL DRY OUT WHEN THEY GROW INTO THESE SPACES. OPEN UP THE HOLE, MAKING SURE THE HOLE IS DEEP ENOUGH FOR THE ROOTS TO BE FULLY EXTENDED. IF ROOTS ARE CURLED OR BUNCHED UP, THE TREE WILL NOT BE ABLE TO TAKE UP WATER CORRECTLY, WILL OFTEN WEAKEN AND DIE, OR MAY BLOW DOWN LATER DUE TO POOR ROOT STRUCTURE. TAKE A TREE OUT OF PLANTING BAG OR BUCKET ONLY AFTER HOLE IS READY. WHEN EXPOSED, THE FINE ROOTS CAN DRY OUT IN AS LITTLE AS 30 SECONDS. HOLD THE SEEDLING IN PLACE IN THE HOLE, MAKING SURE THE ROOTS ARE STRAIGHT, FULLY EXTENDED AND THAT THE TREE IS NEITHER TOO SHALLOW OR TOO DEEP IN THE HOLE. FILL HOLE, ALLOWING SOIL TO FALL IN AROUND THE ROOTS. TAMP WITH HANDS OR WITH YOUR HEEL. FILL WITH MORE SOIL IF NECESSARY, AND TAMP. LANDSCAPE NOTES: ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PLANT SPACINGPLANT SPECIES GROUPS 30' O.C. 40' O.C. BERM QUANTITY 142 74 SIZE 3 GAL. CONTAINERS 2" CALIPER TOTALS 216 QUARRY SIDE TOP OF BERM FRONT OF BERM ('PUBLIC' SIDE) TYPICAL PLANTING SECTION NOTES: A MINIMUM OF 12" COMPACTED TOP SOIL REQUIRED IN AREAS TO BE PLANTED WITH TREES. MINIMUM OF 3 SPECIES TO BE USED FROM EACH PLANT GROUP. TREES ARE TO BE PLANTED IN GROUPS OF 3 OR MORE OF ONE SPECIES OF PLANT. EVERGREENS AND LARGE DECIDUOUS TO BE PLANTED ON LOWER 2/3 OF THE BERM. SMALL TO MEDIUM PLANTS TO BE PLANTED IN THE UPPER 1/2 OF BERM. TO ENSURE SPECIES DIVERSITY, WITHIN EACH 200 LF OF BERM THERE SHALL BE AT LEAST 3 SPECIES FROM EACH PLANTING GROUP, WITH NO ONE SPECIES EXCEEDING 40% OF THE PLANTINGS WITHIN IT'S GROUP, WITHIN ANY 200 LF SECTION. 00 150'300' GRAPHIC SCALE 1"=150' NOTE: REMAINDER OF THE FRONT SIDE AND TOP OF BERM SHALL BE PERMANENTLY SEEDED AND MAINTAINED AS LAWN. BERM LANDSCAPING & FENCING EXHIBIT