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46-23 Site PlanCL A R K R O A D BUFFALO MARSHROADI-81HITES ROADMARLBORO ROAD CL A R K RO A DBUFFALO MARSH ROAD HITES ROADVAU C L U S E RO A D MARLBORO ROAD FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© FOXGLOVE SOLAR UTILITY-SCALE SOLAR POWER GENERATING FACILITY SITE PLAN MODIFICATION FREDERICK COUNTY, VA E911 ADDRESSES: 660 KLINES MILL RD, 831 VAUCLUSE RD, 1723 MARLBORO RD COVER SHEETC0-000 CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 11400 COMMERCE PARK DRIVE, SUITE 400 RESTON, VA 20191 PHONE: 202-350-3288 CONTACT: JOHN CARNES, P.E. EMAIL: JOHN.CARNES@KIMLEY-HORNDC.COM APPLICANT BLUE RIDGE POWER 105 FAIRVIEW ROAD, SUITE 30, ASHEVILLE, NC 28803 PHONE: 828-307-0775 CONTACT: CHARLIE HUMES EMAIL: CHUMES@BLUERIDGEPOWER.COM LAND OWNERS ALFRED L. SNAPP & SON, INC. 943 CLARK RD STEPHENS CITY VA 22655 PHONE: 540-869-1048 CIVIL ENGINEER VICINITY MAP - PROJECT BOUNDARIES 1" = 5,000' VICINITY MAP - PROJECT LOCATION 1" = 1,000' SITE FREDERICK COUNTY PROJECT PROPERTY STEPHENS CITY FOXGLOVE SOLAR STPL #56-22 APPLICANT BLUE RIDGE POWER DEVELOPER URBAN GRID SOLAR TAX PARCEL ID 73-A-21, 84-A-40, 84-A-40A, 84-A-50, 84-A-29, 84-A-39 MAGISTERIAL DISTRICT BACK CREEK EXISTING AND PROPOSED ZONING RA EXISTING USE RESIDENTIAL & AGRICULTURE PROPOSED USE UTILITY-SCALE SOLAR POWER GENERATING FACILITY TOTAL POWER TO BE GENERATED 80 MW SITE DATA: PROPERTY AREA ± 671.91 AC PROJECT AREA ± 518.29 AC FENCED AREA ± 318.45 AC DISTURBED AREA ± 416.28 AC TOTAL IMPERVIOUS AREA 8.49 AC PARKING REQUIRED AND PROVIDED 7 UNITS PROVIDED AT THE SUBSTATION/SWITCHYARD (SP #19-22; PENDING APPROVAL) PERCENTAGE OF PROPERTY LANDSCAPED 0.72% PLANTED BUFFER PERCENTAGE OF WOODLANDS DISTURBED 54.09% INTERIOR LANDSCAPING REQUIRED 0 LF INTERIOR LANDSCAPING PROVIDED 0 LF MINIMUM LANDSCAPING REQUIRED 3 PLANTS EVERY 10 LF MINIMUM LANDSCAPING PROVIDED 3 PLANTS EVERY 10 LF PERMITS NAME PERMIT NUMBER DATE STATUS VDOT #855-22819 7/7/2023 APPROVED DEQ VAR10 PERMIT CONDITIONAL USE PERMIT #03-20 7/9/2020 APPROVED FOXGLOVE SWITCHYARD #56-22 8/11/2023 APPROVED Sheet List Table Sheet Number Sheet Title C0-000 COVER SHEET C0-001 GENERAL NOTES C0-002 SITE DETAILS C1-000 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN C1-001 TO C1-009 EXISTING CONDITIONS AND DEMOLITION PLAN C2-100 TO C2-102 SEDIMENT BASIN DETAILS C2-200 ESC NOTES ESC DETAILS C4-200 STORMWATER DETAILS C4-201 STORMWATER QUANTITY C4-202 TO C4-203 STORMWATER QUALITY C5-000 TO C5-003 VDOT ENTRANCE PLANS OVERALL EROSION AND SEDIMENT CONTROLC2-000 EROSION AND SEDIMENT CONTROL PLANC2-001 TO C2-009 C2-203 ESC SPREADSHEETS C3-000 OVERALL SITE GRADING AND DRAINAGE SITE GRADING AND DRAINAGE PLANC3-001 TO C3-009 PRE-DEVELOPMENT DRAINAGE AREA MAPC4-001 TO C4-009 POST-DEVELOPMENT DRAINAGE AREA MAPC4-101 TO C4-109 APPROVAL BLOCK LAND DEVELOPMENT APPLICATION NUMBER ___________________________________ ZONING ADMINISTRATOR ___________________ DATE APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE C4-000 OVERALL PRE-DEVELOPMENT DRAINAGE AREA MAP OVERALL POST-DEVELOPMENT DRAINAGE AREA MAPC4-100 L1-000 OVERALL LANDSCAPE PLAN L1-001 TO L1-009 LANDSCAPE PLAN L2-000 LANDSCAPE NOTES AND DETAILS NOTES: 1. THIS SITE PLAN FOR THE SOLAR ENERGY GENERATION FACILITY WILL INCLUDE AN ITEMIZED RESPONSE TO THE CONDITIONS OF CUP #03-20 APPROVED ON 07/08/2020. 2. SETBACKS SHOWN ON PLANS ARE PER CUP #03-20 AS APPLICABLE TO FUTURE DEVELOPMENT UNDER SEPARATE SITE PLAN. THE WIDTH OF THE SETBACKS ARE VARIABLE AS SHOWN AND COMPOSED OF SETBACKS 60' FROM RIGHT OF WAYS, 50' FROM ADJACENT PROPERTIES LESS THAN 6 ACRES, 75' FROM A PORTION OF HITES ROAD, 100' FROM ADJACENT PROPERTIES GREATER THAN 6 ACRES, AND 200' FROM ADJACENT AGRICULTURAL AND FOREST DISTRICT PARCELS GREATER THAN 6 ACRES. 3. NO SITE LIGHTING OR SITE SIGNAGE IS PROPOSED AS PART OF THIS PLAN WET POND PLAN & PROFILEC4-204 TO C4-207 C2-201 TO C2-202 ALFRED L. SNAPP JR AND BETTY VONN SNAPP 883 CLARK RD STEPHENS CITY VA 22655 PHONE: 540-869-1048 LEVI J GORE AND KEIGHLEY C. GORE 856 HITES ROAD STEPHENS CITY VA 22655 PHONE: 540-869-1129 WOODBINE FARMS, INC. 829 VAUCLUSE RD STEPHENS CITY VA 22655 PHONE: 540-667-4531 UTILITIES ELECTRIC: RAPPAHANNOCK ELECTRIC COOPERATIVE BLUE RIDGE OFFICE 137 KELLEY COURT FRONT ROYAL, VA 22630 CONTACT: 540-622-2001 GAS: SHENANDOAH GAS (WASHINGTON GAS) CUSTOMER SERVICE 540-869-1111 800-566-7436 WASHINGTON GAS ATTN: CUSTOMER CARE 6801 INDUSTRIAL ROAD SPRINGFIELD, VA 22151 WATER/SEWER: FREDERICK WATER 315 TASKER ROAD STEPHENS CITY, VA 22655 540-868-1061 CABLE/PHONE: COMCAST 855-421-1739 (COMCAST BUSINESS) 855-319-2128 (SMALL/MEDIUM BUSINESS QUOTES) 2504 S PLEASANT VALLEY ROAD WINCHESTER, VA 22601 800-934-6489 VERIZON 877-958-0018 (MOBILE PHONES) 833-698-0385 (FIOS/NETWORK FOR 1-99 EMPLOYEES) 855-586-4080 (FIOS/NETWORK FOR 100-500 EMPLOYEES) 2021 S PLEASANT VALLEY ROAD WINCHESTER, VA 22601 800-880-1077 C5-004 VDOT ROW BORING PLAN & PROFILE DEVELOPER URBAN GRID SOLAR 337 LOG CANOE CIR, STEVENSVILLE, MD 21666 PHONE: 410-604-3603 CONTACT: JIM HALLEY, P.E. EMAIL: JIM.HALLEY@URBANGRIDCO.COM TOPOGRAPHIC SURVEY (1 OF 8) TOPOGRAPHIC SURVEY (2 OF 8) TOPOGRAPHIC SURVEY (3 OF 8) TOPOGRAPHIC SURVEY (4 OF 8) TOPOGRAPHIC SURVEY (5 OF 8) TOPOGRAPHIC SURVEY (6 OF 8) TOPOGRAPHIC SURVEY (7 OF 8) TOPOGRAPHIC SURVEY (8 OF 8) SHEET 1 OF 8 SHEET 2 OF 8 SHEET 3 OF 8 SHEET 4 OF 8 SHEET 5 OF 8 SHEET 6 OF 8 SHEET 7 OF 8 SHEET 8 OF 8 GENERAL CONSTRUCTION NOTES ’ DEMOLITION NOTES PROJECT CLOSEOUT NOTES BUILDING AND SAFETY DIVISION NOTES GENERAL CONSTRUCTION STANDARDS PAVING, GRADING AND DRAINAGE NOTESCUP CONDITIONS GEOTECHNICAL NOTES VDOT GENERAL NOTES FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© C0-001GENERAL NOTES 4 5 6 7 8 CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 RADIUS 4032.50' 2515.12' 10020.00' 30020.00' 11480.00' 6924.53' 510.76' 3414.05' 1677.80' 225.10' 216.63' 216.63' 2879.60' 183.95' LENGTH 205.88' 172.93' 233.52' 319.98' 456.75' 392.23' 93.26' 239.90' 151.25' 212.64' 234.94' 34.61' 79.99' 71.07' TANGENT 102.96' 86.50' 116.77' 159.99' 228.41' 196.17' 46.76' 120.00' 75.68' 115.00' 130.52' 17.34' 40.00' 35.98' DELTA 2°55'31" 3°56'22" 1°20'07" 0°36'39" 2°16'47" 3°14'44" 10°27'43" 4°01'34" 5°09'55" 54°07'21" 62°08'16" 9°09'11" 1°35'30" 22°08'14" CHORD BEARING S70°40'23"E S71°10'49"E N11°47'27"E N10°29'04"E N11°19'08"E S10°59'29"W N45°17'12"W N52°31'49"W N57°07'34"W N32°38'51"W N36°39'18"W N72°18'03"W N77°40'25"W N67°24'01"W CHORD 205.86' 172.89' 233.52' 319.98' 456.72' 392.18' 93.13' 239.85' 151.20' 204.82' 223.59' 34.57' 79.99' 70.63' LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 BEARING S20°52'40"W S49°43'00"E N38°06'20"E N54°32'36"W N59°42'31"W N44°08'28"E N34°22'09"E N25°36'24"E N23°53'36"E N26°39'54"E N33°38'06"E N41°55'49"E N38°11'15"E N18°34'55"E N25°50'05"E N22°03'55"E N24°52'57"E N21°58'11"E N16°50'31"E LENGTH 195.92' 152.01' 354.57' 145.10' 215.08' 74.93' 141.91' 94.57' 136.32' 94.27' 204.67' 158.98' 105.97' 109.95' 157.44' 224.83' 178.02' 157.49' 177.98' LINE TABLE LINE L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 BEARING N19°34'10"E N25°25'07"E N27°57'00"E N34°36'02"E N36°29'45"E S48°38'25"E S44°09'21"E S44°07'46"E N23°26'41"E N23°58'04"E N21°56'41"E N21°05'48"E S57°03'26"E N9°26'17"E N51°48'38"W N9°13'33"E N51°54'19"W N10°47'23"E LENGTH 63.59' 86.82' 201.17' 112.75' 68.23' 94.31' 159.06' 158.54' 253.60' 128.97' 183.16' 218.89' 74.76' 180.90' 118.28' 132.00' 179.83' 217.68'Y:\906\41147-Foxglove_Solar\DWG\41147--COVER.dwg | Plotted on 3/16/2021 2:44 PM | by Tom BarrettVICINITY MAP 1" = 10,000'MIDDLE RDMARLBORO WINCHESTER 277 US11 INTERSTATE81 37 INTERSTATE81 SITE BARTONSVILLE STEPHENSCITY SHEET LAYOUT 1" = 2,000' ____________________________________________________________JOHN H. GENTHNER, LS VA. NO 3081 DATE ALTA/NSPS SURVEYOR'S CERTIFICATION TO: FOXGLOVE SOLAR, LLC, FUTURELAW II, LLC, AND STEWART TITLE GUARANTYCOMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT ISBASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARDREQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHEDAND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(a), 8, 11,13, 16, 17, 18 & 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ONNOVEMBER ____, 2020.YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEALTA/NSPS SURVEYFOXGLOVE SOLAR, LLCTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 8 T. Barrett 41147 As Shown J. Genthner 1 LEGEND IRON PIPE FOUND IRON ROD FOUND PROPERTY MARKER FOUND IRON ROD SET SIGN POST POST POWER POLE / UTILITY POLE TELECOMM PEDESTAL WELL STORM PIPE OVERHEAD POWER LINE EDGE OF PAVEMENT EDGE OF GRAVEL FENCELINE STREAM WETLANDS FEMA FLOOD ZONE BOUNDARY YARD LINE X OHP IRF 25' YL W IPF IRS T GENERAL NOTES: 1.THIS SURVEY IS BASED ON THE FOLLOWING TITLE COMMITMENTSPREPARED BY STEWART LAND TITLE SERVICES, LLC: A.COMMITMENT NO. 01262-9612A, DATED JANUARY 24, 2020 AT 8:00 A.M. EASEMENTS AND/OR ENCUMBRANCES RECORDEDSUBSEQUENT TO THIS DATE MAY NOT BE REFLECTED HEREON. (OWNER: LEVI J. GORE AND KEIGHLEY C. GORE) B.COMMITMENT NO. 01262-9612, DATED OCTOBER 21, 2019 AT8:00 A.M. EASEMENTS AND/OR ENCUMBRANCES RECORDED SUBSEQUENT TO THIS DATE MAY NOT BE REFLECTEDHEREON. (OWNER: ALFRED L. SNAPP AND SON, INC., A VIRGINIA CORPORATION, SUBJECT TO THE RESERVATION OF A LIFEESTATE INTEREST OF GEORGE LYLE JONES AND A POSSESSORY LIFE ESTATE INTEREST OF CLEO MAE JONES,AS TO PARCEL I; AND ALFRED L. SNAPP AND BETTY V. SNAPP, ALSO KNOWN AS BETTY VOHN SNAPP, AS TOPARCEL II) C.COMMITMENT NO. 01262-7409, DATED NOVEMBER 10, 2020 AT8:00 A.M. EASEMENTS AND/OR ENCUMBRANCES RECORDED SUBSEQUENT TO THIS DATE MAY NOT BE REFLECTEDHEREON. (OWNER: WOODBINE FARMS, INC., A VIRGINIA CORPORATION) 2.THE LAND SURVEYED IS THE SAME LAND DESCRIBED IN THE ABOVE-REFERENCED TITLE COMMITMENTS, AS RECORDED AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. 3.THIS PLAT IS BASED ON A CURRENT FIELD SURVEY COMPLETEDNOVEMBER 19, 2020. AREAS, BEARINGS AND DISTANCES MAY VARY FROM THE DESCRIPTION(S) OF RECORD AND ARE SHOWNAS MEASURED ACROSS THE GROUND. 4.ALL PARCELS SHOWN HEREON ARE CONTIGUOUS AT THE APPARENT BOUNDARIES WITHOUT GAPS OR GORES. 5.PHYSICAL FEATURES ARE SHOWN BASED ON CONVENTIONALSURVEYING METHODS AND AERIAL MAPPING PROVIDED BY MCKENZIE-SNYDER, INC. 6.THE BASIS OF MERIDIAN IS SPCS VA NAD83 NORTH ZONE, ANDTHE BASIS OF DATUM IS NAVD88, AS DETERMINED BY STATIC GPS OBSERVATIONS. THE DISTANCES SHOWN HEREON REFLECTMEASUREMENTS ACROSS THE GROUND. 7.BASED ON GRAPHIC DETERMINATION THESE PROPERTIES ARE IN ZONE "A", SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TOINUNDATION BY THE 1% ANNUAL CHANCE FLOOD, AND ZONE "X", AREA OF MINIMAL FLOOD HAZARD, AS SHOWN ON FEMA FLOODINSURANCE RATE MAP, COMMUNITY PANEL #51069C0325D, DATED, SEPTEMBER 9, 2009. 8.NO ZONING LETTER OR REPORT WAS PROVIDED BY THE CLIENT.THE ZONING CLASSIFICATIONS SHOWN HEREON WEREOBTAINED FROM FREDERICK COUNTY GIS. tIMMONS DOES NOT GUARANTEE OR CERTIFY THE ACCURACY OF THIS DATA. 9.NO UNDERGROUND UTILITIES WERE MARKED ON THE SITE PERMISS UTILITY TICKET NUMBERS A025501173-00A, A025501183-00A, A025501220-00A, A025501169-00A AND A025501161-00A . EVIDENCEOF UNMARKED UNDERGROUND UTILITIES AND/OR EASEMENTS EXISTS ON THE SITE, AS NOTED ON THE SURVEY. 10.NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WAS OBSERVED WHILE CONDUCTING THE FIELD WORK. 11.INSUFFICIENT PHYSICAL EVIDENCE EXISTS IN VARIOUS LOCATIONSALONG THE PROPERTY BOUNDARIES OF TM #73-A-21 AND ITS ADJOINERS TO SUBSTANTIATE RECORD EVIDENCE AS DESCRIBEDIN LEGAL DESCRIPTIONS OF RECORD. IN SUCH CASES, THE PROPERTY LINE LOCATIONS HAVE BEEN ESTABLISHED BASED ONCURRENT LINES OF POSSESSION AND PAROL EVIDENCE WHICH SATISFY THE INTENT OF THE RECORD LEGAL DESCRIPTIONS. 12.NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED WHILE CONDUCTING THE FIELD WORK. NOINFORMATION PERTAINING TO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES WAS MADE AVAILABLE BY THECONTROLLING JURISDICTION. 13.THE WETLANDS LOCATIONS SHOWN HEREON WERE PREPARED AND PROVIDED BY THIS FIRM. 14.PARCEL 73-A-21 HAS DIRECT ACCESS TO MARLBORO RD. (RT. 631).PARCELS 84-A-40 AND 84-A-40A HAVE DIRECT ACCESS TO CLARK RD. (RT. 638). PARCELS 84-A-39, 84-A-50 AND 84-A-29 HAVE DIRECTACCESS TO HITES RD. (RT. 625). PARCEL 84-A-29 HAS DIRECT ACCESS TO KLINES MILL RD. (RT. 633) AND HITES RD. (RT. 625). (VERSION 3: 2021-01-25) YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEY:\906\41147-Foxglove_Solar\DWG\41147--COVER.dwg | Plotted on 3/16/2021 2:44 PM | by Tom BarrettRECORD LEGAL DESCRIPTIONS: LEVI J. GORE AND KEIGHLEY C. GORE - TAX MAP #84-A-39 ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND, TOGETHER WITH ALL RIGHTS, RIGHTS OF WAY, IMPROVEMENTS THEREON AND APPURTENANCESTHEREUNTO BELONGING, LYING AND BEING SITUATE IN OPEQUON MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA, MORE PARTICULARLY DESCRIBED ASLOT 1 CONTAINING 1.932 ACRES, MORE OR LESS, AS SET OUT ON THAT CERTAIN BOUNDARY LINE ADJUSTMENT SURVEY PREPARED BY L. ALLENEBERT, L.C., DATED JULY 22, 1992, OF RECORD IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF FREDERICK COUNTY, VIRGINIA IN DEED BOOK 783,PAGE 1766, (ERRONEOUSLY RECITED IN PRIOR DEEDS AS PAGE 1765) AND FURTHER BEING MORE PARTICULARLY DESCRIBED BY PLAT AND SURVEYPREPARED BY L. ALLEN EBERT, L.S., DATED APRIL 26, 1995, RECORDED IN THE AFORESAID CLERK'S OFFICE IN DEED BOOK 838, PAGE 1520, AND BY THISREFERENCE MADE A PART HEREOF AS IF SET OUT IN FULL. BEING THE SAME REAL ESTATE CONVEYED TO LEVI J. GORE AND KEIGHLEYC. GORE, HUSBAND AND WIFE, BY DEED FROM LEVI J. GORE AND KEIGHLEY C. GORE, FORMERLY KNOWN OF RECORD AS KEIGHLEY C. SMITH, DATEDAPRIL 9, 2013, RECORDED APRIL 15, 2013 IN THE CLERK'S OFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA AS INSTRUMENT NO. 130004336. ALFRED L. SNAPP AND SON, INC., A VIRGINIA CORPORATION, SUBJECT TO THERESERVATION OF A LIFE ESTATE INTEREST OF GEORGE LYLE JONES AND APOSSESSORY LIFE ESTATE INTEREST OF CLEO MAE JONES, AS TO PARCEL I;AND ALFRED L. SNAPP AND BETTY V. SNAPP, ALSO KNOWN AS BETTY VOHNSNAPP, AS TO PARCEL II. PARCEL I TAX MAP NUMBER 84-A-40: ALL THAT CERTAIN TRACT OR PARCEL OF LAND, WITH ALL RIGHTS, RIGHTSOF WAY, PRIVILEGES AND APPURTENANCES THERETO BELONGING, LYING AND BEING SITUATE IN BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA,FRONTING THE CENTER LINE OF VIRGINIA ROUTE 638 AND THE WESTERN BOUNDARY LINE OF VIRGINIA ROUTE 625 AND MORE PARTICULARLY DESCRIBED BY A SURVEY OF L. ALLAN EBERT, LAND SURVEYOR, DATED JULY12, 1989, AND CONTAINING 84.533 ACRES AND DESIGNATED THEREON AS PARCEL 4 RECORDED OCTOBER 18, 1989 IN THE CLERK'S OFFICE, CIRCUITCOURT, FREDERICK COUNTY, VIRGINIA IN DEED BOOK 728, PAGE 833, REFERENCE TO THE AFORESAID PLAT IS HEREBY MADE FOR A MOREPARTICULAR DESCRIPTION OF THE LAND. LESS AND EXCEPT THEREFROM THE FOLLOWING PARCELS OF LAND, TO-WIT:1) THAT PORTION OF LOT 1, CONTAINING 1.932 ACRES, WHICH WAS EMBRACED WITHIN THE BOUNDS OF THE ABOVE DESCRIBED LAND AS WERE CONVEYED TO JOSEPH D. HENRY AND KATHY Y. HENRY BY DEED RECORDEDIN DEED BOOK 784, PAGE 185, WITH PLAT RECORDED IN DEED BOOK 783, PAGE 1765; 2) LOT 2, CONTAINING 5.000 ACRES AS WERE CONVEYED TOCHARLES S. HIGGS, JR. AND LISA S. HIGGS BY DEED RECORDED IN DEED BOOK 794, PAGE 546, WITH PLAT RECORDED IN DEED BOOK 783, PAGE 1765;AND, 3) 10.229 ACRES AS WERE CONVEYED TO WILLIAM L. SHOMAKER AND BARBARA Z. SHOMAKER RECORDED IN DEED BOOK 802, PAGE 1086 ASSHOWN ON THE PLAT RECORDED IN DEED BOOK 802, PAGE 181. BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO ALFRED L. SNAPP AND SON, INC., A VIRGINIA CORPORATION, BY DEED FROM JENICOMPANY, A VIRGINIA CORPORATION, DATED AUGUST 7, 1990, RECORDED AUGUST 17, 1990 IN THE CLERK'S OFFICE, CIRCUIT COURT, FREDERICKCOUNTY, VIRGINIA IN DEED BOOK 749, PAGE 656. PARCEL II TAX MAP NUMBER 84-A-40A: ALL THAT CERTAIN TRACT OR PARCEL OF LAND, WITH ALL RIGHTS, RIGHTSOF WAY, PRIVILEGES AND APPURTENANCES THERETO BELONGING, LYING AND BEING SITUATE IN BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA,FRONTING THE CENTER LINE OF VIRGINIA ROUTE 638 CONTAINING 46.000 ACRES, SHOWN ON A PLAT OF BOUNDARY AND CONSOLIDATION SURVEY MADE BY L. ALLEN EBERT DATED JULY 12, 1989, RECORDED IN THE CLERK'SOFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA IN DEED BOOK 734, PAGE 945, REFERENCE TO WHICH IS HEREBY MADE FOR A MORE PARTICULARDESCRIPTION OF THE PROPERTY HEREBY CONVEYED. BEING THE SAME REAL ESTATE CONVEYED TO ALFRED L. SNAPP AND BETTYV. SNAPP, HIS WIFE, BY DEED FROM ALFRED L. SNAPP AND SON, INC., A VIRGINIA CORPORATION, DATED FEBRUARY 23, 1989, RECORDED FEBRUARY24, 1989 IN THE CLERK'S OFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA IN DEED BOOK 706, PAGE 352. ALSO BEING THE SAME REAL ESTATE CONVEYED TO ALFRED L. SNAPP, JR. AND BERRY VONN SNAPP, HIS WIFE, BYDEED FROM ALFRED L. SNAPP AND SON, INC., A VIRGINIA CORPORATION, DATE DECEMBER 28, 1989, RECORDED DECEMBER 29, 1989 IN THE CLERK'SOFFICE AFORESAID IN DEED BOOK 734, PAGE 941. WOODBINE FARMS, INC., A VIRGINIA CORPORATION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OFFREDERICK, STATE OF VIRGINIA, AND IS DESCRIBED ASFOLLOWS: PARCEL I - TAX MAP #84-A-50: THAT CERTAIN PARCEL OF LAND, CONTAINING 197 ACRES, 3 RODS AND 18POLES, LOCATED IN OPEQUON MAGISTERIAL DISTRICT, IN THE SOUTHERN SECTION OF FREDERICK COUNTY, VIRGINIA, A SHORT DISTANCE WEST OFVAUCLUSE, ADJOINING THE LANDS OF THE JOHN W. RICE ESTATE ON THE EAST, SCOTT GRANT'S ESTATE ON THE SOUTH, AND A PUBLIC ROAD ON THENORTH AND WEST. BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO WOODBINEFARMS, INC., A VIRGINIA CORPORATION, BY DEED FROM HENRY M. BRUMBACK AND GLADYS B. BRUMBACK, HIS WIFE, FRANKLIN H. BRUMBACK AND BETTIE G.BRUMBACK, HIS WIFE, JAMES I. BRUMBACK AND MARY H. BRUMBACK, HIS WIFE, AND MARGARET B. DOUGLAS AND JAMES M. DOUGLAS, HER HUSBAND,DATED JANUARY 26, 1965, RECORDED FEBRUARY 12, 1965, CLERK'S OFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA IN DEED BOOK 307, PAGE 588.FURTHER BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO HENRY M. BRUMBACK, FRANKLIN H. BRUMBACK, JAMES I. BRUMBACK ANDMARGARET B. DOUGLAS BY DEED OF CORRECTION FROM HENRY M. BRUMBACK, FRANKLIN H. BRUMBACK, JAMES I. BRUMBACK AND MARGARET B.DOUGLAS, INDIVIDUALLY AND AS PARTNERS TRADING AS WOODBINE FARMS, A VIRGINIA GENERAL PARTNERSHIP, AND WOODBINE FARMS, INC., A VIRGINIA CORPORATION, DATED JANUARY 3, 2004, RECORDED JANUARY 6, 2004,CLERK'S OFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA AS INSTRUMENT NO. 040000181. FURTHER BEING A PORTION OF THE SAME REALESTATE CONVEYED TO WOODBINE FARMS, INC., A VIRGINIA CORPORATION BY DEED OF CONFIRMATION FROM HENRY M. BRUMBACK, FRANKLIN H.BRUMBACK, JAMES I. BRUMBACK AND MARGARET B. DOUGLAS, INDIVIDUALLY AND AS PARTNERS TRADING AS WOODBINE FARMS, A VIRGINIA GENERALPARTNERSHIP, DATED JANUARY 3, 2004, RECORDED JANUARY 6, 2004, CLERK'S OFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA AS INSTRUMENT NO.040000182. PARCEL II - TAX MAP #73-A-21: DESCRIPTION NOT AVAILABLE BASED ON RECORDS. SURVEY TO BE PROVIDED. BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO WOODBINE FARMS, INC., A VIRGINIA CORPORATION, BY DEED FROM HENRY M. BRUMBACKAND GLADYS B. BRUMBACK, HIS WIFE, FRANKLIN H. BRUMBACK AND BETTIE G. BRUMBACK, HIS WIFE, JAMES I. BRUMBACK AND MARY H. BRUMBACK, HISWIFE, AND MARGARET B. DOUGLAS AND JAMES M. DOUGLAS, HER HUSBAND, DATED JANUARY 26, 1965, RECORDED FEBRUARY 12, 1965, CLERK'S OFFICE,CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA IN DEED BOOK 307, PAGE 588. FURTHER BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TOHENRY M. BRUMBACK, FRANKLIN H. BRUMBACK, JAMES I. BRUMBACK AND MARGARET B. DOUGLAS BY DEED OF CORRECTION FROM HENRY M.BRUMBACK, FRANKLIN H. BRUMBACK, JAMES I. BRUMBACK AND MARGARET B. DOUGLAS, INDIVIDUALLY AND AS PARTNERS TRADING AS WOODBINE FARMS,A VIRGINIA GENERAL PARTNERSHIP, AND WOODBINE FARMS, INC., A VIRGINIA CORPORATION, DATED JANUARY 3, 2004, RECORDED JANUARY 6, 2004,CLERK'S OFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA AS INSTRUMENT NO. 040000181. FURTHER BEING A PORTION OF THE SAME REAL ESTATE CONVEYED TO WOODBINE FARMS, INC., A VIRGINIA CORPORATION BYDEED OF CONFIRMATION FROM HENRY M. BRUMBACK, FRANKLIN H. BRUMBACK, JAMES I. BRUMBACK AND MARGARET B. DOUGLAS, INDIVIDUALLYAND AS PARTNERS TRADING AS WOODBINE FARMS, A VIRGINIA GENERAL PARTNERSHIP, DATED JANUARY 3, 2004, RECORDED JANUARY 6, 2004, CLERK'SOFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA AS INSTRUMENT NO.040000182. PARCEL III - TAX MAP #84-A-29: ALL THAT CERTAIN TRACT OF LAND SITUATE IN OPEQUON DISTRICT,FREDERICK COUNTY, VIRGINIA, ABOUT 1 1/2 MILES NORTHWEST OF MIDDLETOWN, VIRGINIA, LYING ABOUT 1 MILE WEST OF U.S. HIGHWAY NO. 11AND BEING ADJACENT TO AND NORTH OF VIRGINIA STATE HIGHWAY NO. 633, CONTAINING 111 ACRES, MORE OR LESS, BEING THE SAME PROPERTYCONVEYED TO ROY A. CATHER, JR. BY ROY A. CATHER BY DEED DATED OCTOBER 3, 1967 RECORDED IN THE FREDERICK COUNTY CIRCUIT COURTCLERK'S OFFICE IN DEED BOOK 335, AT PAGE 690, LESS THE CONVEYANCE OF 4.54 ACRES THEREFROM BY ROY A. CATHER, JR. AND WIFE TO LOYD W. WILLIAMS AND WIFE, BY DEED DATED AUGUST 5, 1971 RECORDED IN THEAFORESAID CLERK'S OFFICE IN DEED BOOK 379, PAGE 632. BEING THE SAME REAL ESTATE CONVEYED TO WOODBINE FARMS, INC., AVIRGINIA CORPORATION, BY DEED FROM ROY A. CATHER, JR. AND BARBARA L. CATHER, HIS WIFE, SHENANDOAH PRODUCTION CREDIT ASSOCIATION,COMMERCIAL AND SAVINGS BANK AND CHESTER L. RILEY AND JULIAN A. EVERLY AND HENRY H. WHITING, TRUSTEES, DATED JANUARY 31, 1972RECORDED FEBRUARY 3, 1972, CLERK'S OFFICE, CIRCUIT COURT, FREDERICK COUNTY, VIRGINIA N DEED BOOK 386, PAGE 511. DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 8 T. Barrett 41147 N/A J. Genthner 2 ALTA/NSPS SURVEYFOXGLOVE SOLAR,LLCTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA AS SURVEYED LEGAL DESCRIPTIONS: PARCEL I - LAND OF WOODBINE FARMS, INC. (TM #84-A-50) BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA BEGINNING AT AN IRON ROD SET IN THE SOUTHWESTERLY LINE OF JASON & JENNIFER MCDONALD (TM #84-A-49E), SAID ROD MARKING THE NORTHERLY CORNER OF PAUL W. BRITNER AND KAREN E. NELSON (TM #84-A-51) AND BEING THE NORTHEASTERLY CORNER OF THE LAND DESCRIBED HEREIN. THENCE DEPARTING MCDONALD AND RUNNING WITH BRITNER AND NELSON AND CONTINUING WITH DAVID S. AND SUSIE LINSCOMB (TM #84-A-53) THE FOLLOWING THREE (3) COURSES AND DISTANCES: S55°37'48”W, PASSING OVER ROUTE 638 VAUCLUSE ROAD (30' PRESCRIPTIVE EASEMENT) AND AN IRON ROD FOUND AT A DISTANCE OF 413.46 FEET, FOR A TOTAL DISTANCE OF 1248.54 FEET TO A FENCE POST; S43°07'52" W A DISTANCE OF 1,009.61 FEET TO AN IRON ROD FOUND; S41°45'53" W A DISTANCE OF 1,186.15 FEET TO AN IRON ROD SET IN THE NORTHERLY LINE OF WOODBINE FARMS, INC. PARCEL III (TM #84-A-29), SAID ROD MARKING THE SOUTHWESTERLY CORNER OF LINSCOMB; THENCE DEPARTING LINSCOMB AND RUNNING WITH WOODBINE FARMS PARCEL III: N50°20'56" W A DISTANCE OF 1,840.87 FEET TO AN IRON ROD SET AT THE NORTHEASTERLY CORNER OF DOLORES INLOW AND VICKIE L. WISECARVER (TM #84-A-35); THENCE DEPARTING WOODBINE FARMS PARCEL III AND RUNNING WITH INLOW AND WISECARVER: N51°54'19”W A DISTANCE OF 179.83 FEET TO A POINT IN THE EASTERLY RIGHT OF WAY LINE OF ROUTE 625 HITES ROAD (40' R/W), SAID POINT BEARING S51°54'19”E 1.7 FEET FROM AN IRON ROD FOUND, SAID ROD MARKING THE NORTHERLY CORNER OF INLOW AND WISECARVER; THENCE DEPARTING INLOW AND WISECARVER AND RUNNING WITH THE EASTERLY RIGHT OF WAY LINE OF HITES ROAD THE FOLLOWING SIX (6) COURSES AND DISTANCES: N10°47'23”E A DISTANCE OF 217.68 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 30,020.00 FEET, A CENTRAL ANGLE OF 0°36'39”, WHOSE CHORD BEARS N10°29'04”E 319.98 FEET, A TOTAL DISTANCE OF 319.98 FEET TO A POINT; N10°10'44”E A DISTANCE OF 1076.32 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 11,480.00 FEET, A CENTRAL ANGLE OF 2°16'47”, WHOSE CHORD BEARS N11°19'08”E 456.72 FEET, A TOTAL DISTANCE OF 456.75 FEET TO A POINT; N12°27'31”E A DISTANCE OF 592.82 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 10,020.00 FEET, A CENTRAL ANGLE OF 1°20'07”, WHOSE CHORD BEARS N11°47'27”E 233.52 FEET, A TOTAL DISTANCE OF 233.52 FEET TO A POINT IN THE APPROXIMATE CENTER OF ROUTE 638 VAUCLUSE ROAD (30' PRESCRIPTIVE EASEMENT), SAID POINT BEING THE SOUTHWESTERLY CORNER OF TILDEN E. STROSNIDER, JR. (TM #84-A-49); THENCE DEPARTING HITES ROAD AND RUNNING ALONG THE APPROXIMATE CENTERLINE OF VAUCLUSE ROAD WITH STROSNIDER AND CONTINUING WITH ROY & LORETTA MCDONALD (TM #84-A-49G) AND CONTINUING WITH ROY MCDONALD ET AL TRUST (TM #84-A-49B) AND CONTINUING WITH STROSNIDER (TM #84-A-49) THE FOLLOWING SEVEN (7) COURSES AND DISTANCES: S62°40'09”E A DISTANCE OF 349.58 FEET TO A POINT; S62°24'14”E A DISTANCE OF 968.04 FEET TO A POINT; S63°00'19”E A DISTANCE OF 766.75 FEET TO A POINT; S61°45'58”E A DISTANCE OF 783.66 FEET TO A POINT; S61°58'47”E A DISTANCE OF 610.00 FEET TO A POINT; S57°03'26”E A DISTANCE OF 74.76 FEET TO A POINT; S68°22'20”E A DISTANCE OF 400.13 FEET TO THE POINT OF BEGINNING AND CONTAINING 196.81 ACRES OR 8,572,863 SQUARE FEET, MORE OR LESS. PARCEL II - LAND OF WOODBINE FARMS, INC. (TM #73-A-21) BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA BEGINNING AT A POST FOUND IN THE LINE OF ALFRED L. SNAPP AND SON, INC. (TM #84-A-40), SAID POST MARKING THE SOUTHWESTERLY CORNER OF DONALD & STELLA REDMILES (TM #84-A-41); THENCE DEPARTING REDMILES AND RUNNING WITH SNAPP AND CONTINUING WITH ALFRED L. AND BETTY VON SNAPP THE FOLLOWING TWO (2) COURSES AND DISTANCES: N48°40'42”W A DISTANCE OF 295.01 FEET TO AN IRON ROD FOUND; N48°37'36”W A DISTANCE OF 1763.45 FEET TO A FENCE POST IN THE LINE OF ALBERT A. MCDONALD TRUST (TM #84-A-1), SAID POST MARKING THE NORTHERLY CORNER OF ALFRED L. AND BETTY VON SNAPP; THENCE DEPARTING SNAPP AND RUNNING WITH MCDONALD THE FOLLOWING TWO (2) COURSES AND DISTANCES: N23°41'47”E A DISTANCE OF 990.97 FEET TO A FOUND STONE, SAID STONE MARKING THE NORTHEASTERLY CORNER OF MCDONALD; N64°57'36”W A DISTANCE OF 541.22 FEET TO A FENCE POST IN THE LINE OF MCDONALD, SAID POST MARKING THE SOUTHEASTERLY CORNER OF CHARLES C. BAUSERMAN (TM #73-A-20). THENCE DEPARTING MCDONALD AND RUNNING WITH BAUSERMAN WITH A NEW FENCE CO-OWNED BY WOODBINE FARMS, INC. AND BAUSERMAN THE FOLLOWING TWENTY-NINE (29) APPROXIMATE COURSES AND DISTANCES: N44°08'28"E A DISTANCE OF 74.93 FEET TO A POINT; N34°22'09"E A DISTANCE OF 141.91 FEET TO A POINT; N25°36'24"E A DISTANCE OF 94.57 FEET TO A POINT; N23°53'36"E A DISTANCE OF 136.32 FEET TO A POINT; N26°39'54"E A DISTANCE OF 94.27 FEET TO A POINT; N33°38'06"E A DISTANCE OF 204.67 FEET TO A POINT; N41°55'49"E A DISTANCE OF 158.98 FEET TO A POINT; N38°11'15"E A DISTANCE OF 105.97 FEET TO A POINT; N18°34'55"E A DISTANCE OF 109.95 FEET TO A POINT; N25°50'05"E A DISTANCE OF 157.44 FEET TO A POINT; N22°03'55"E A DISTANCE OF 224.83 FEET TO A POINT; N24°52'57"E A DISTANCE OF 178.02 FEET TO A POINT; N21°58'11"E A DISTANCE OF 157.49 FEET TO A POINT; N16°50'31"E A DISTANCE OF 177.98 FEET TO A POINT; N18°05'09"E A DISTANCE OF 316.23 FEET TO A POINT; N19°34'10"E A DISTANCE OF 63.59 FEET TO A POINT; N25°25'07"E A DISTANCE OF 86.82 FEET TO A POINT; N27°57'00"E A DISTANCE OF 201.17 FEET TO A POINT; N34°36'02"E A DISTANCE OF 112.75 FEET TO A POINT; N36°29'45"E A DISTANCE OF 68.23 FEET TO A FENCE POST FOUND; S48°38'25"E A DISTANCE OF 94.31 FEET TO A POINT; S44°09'21"E A DISTANCE OF 159.06 FEET TO A POINT; S44°07'46"E A DISTANCE OF 158.54 FEET TO A FENCE POST FOUND; N23°26'41"E A DISTANCE OF 253.60 FEET TO A FENCE POST FOUND; LAND OF LEVI J. AND KEIGHLEY C. GORE (TM #84-A-39) BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA BEGINNING AT AN IRON ROD FOUND IN THE SOUTHERLY LINE OF WAYNE C. HOOVER (TM #84-A-42C), SAID ROD MARKING THE EASTERLY CORNER OF ALFRED L. SNAPP AND SON, INC. (TM #84- A-40) AND BEARING S49°43'00”E A DISTANCE OF 64.10 FEET FROM AN IRON ROD FOUND; THENCE DEPARTING SNAPP AND RUNNING WITH HOOVER: S49°43'00”E A DISTANCE OF 152.01 FEET TO AN IRON ROD FOUND IN THE RIGHT OF WAY LINE OF ROUTE 625 HITES ROAD (40' WIDE); THENCE DEPARTING HOOVER AND RUNNING WITH THE RIGHT OF WAY LINE OF HITES ROAD: ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 6,924.53 FEET, A CENTRAL ANGLE OF 03°14'44”, WHOSE CHORD BEARS S10°59'29”W 392.18 FEET, A DISTANCE OF 392.23 FEET TO AN IRON ROD FOUND, SAID ROD MARKING THE NORTHEASTERLY CORNER OF CHARLES S. HIGGS, JR. AND LISA S. HIGGS (TM #84 -A-40B); THENCE DEPARTING HITES ROAD AND RUNNING WITH HIGGS: N51°50'41”W A DISTANCE OF 330.64 FEET TO AN IRON ROD FOUND IN THE LINE OF SNAPP AND SON, INC., SAID ROD MARKING THE NORTHERLY CORNER OF HIGGS. THENCE DEPARTING HIGGS AND RUNNING WITH SNAPP AND SON, INC.: N38°06'20”E PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 65.87 FEET, FOR A TOTAL A TOTAL DISTANCE OF 354.57 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.93 ACRES OR 83,887 SQUARE FEET, MORE OR LESS. AS SURVEYED LEGAL DESCRIPTIONS: PARCEL I - LAND OF ALFRED L. SNAPP AND SON, INC. (TM #84-A-40) BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA BEGINNING AT AN IRON ROD FOUND IN THE SOUTHERLY LINE OF WOODBINE FARMS, INC., PARCEL II (TM #73-A-21), SAID IRON ROD MARKING THE EASTERLY CORNER OF THE LAND OF ALFRED L. SNAPP, JR. AND BETTY VONN SNAPP, PARCEL II (TM #84-A-40A) AND BEARING N48°40'42”W A DISTANCE OF 295.01 FEET FROM A FOUND POST; THENCE DEPARTING SNAPP PARCEL II AND RUNNING WITH WOODBINE FARMS, INC. PARCEL II: S48°40'42”E A DISTANCE OF 295.01 FEET TO A POST, SAID POST MARKING THE SOUTHWESTERLY CORNER OF THE LAND OF DONALD & STELLA REDMILES (TM #84-A-41); THENCE DEPARTING WOODBINE FARMS, INC. PARCEL II AND RUNNING WITH REDMILES AND CONTINUING WITH THE LANDS OF WILIAM L. SHOEMAKER (TM #84-A-40C), WADE RAMEY (TM #84-A-42A), AND WAYNE C. HOOVER (TM #84-A-42C): S49°38'08”E A DISTANCE OF 367.65 FEET TO A POST, SAID POST MARKING THE SOUTHWESTERLY CORNER OF SHOEMAKER; S49°43'00”E, PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 1228.53 FEET, SAID ROD MARKING THE SOUTHERLY CORNER OF RAMEY, FOR A TOTAL DISTANCE OF 1292.63 FEET TO AN IRON ROD FOUND IN THE LINE OF HOOVER, SAID ROD MARKING THE NORTHERLY CORNER OF LEVI J. AND KEIGHLEY C. GORE (TM #84-A-39); THENCE DEPARTING HOOVER AND RUNNING WITH GORE AND CONTINUING WITH CHARLES S. AND LISA S. HIGGS, JR. (TM #84-A-40B), TERRY L. TAYLOR (TM #84-A-38A) THE FOLLOWING THREE (3) COURSES AND DISTANCES: S38°06'20”W, PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 288.70 FEET, FOR A TOTAL DISTANCE OF 354.57 FEET TO AN IRON ROD FOUND, SAID ROD MARKING THE WESTERLY CORNER OF GORE AND THE NORTHWESTERLY CORNER OF HIGGS; S38°09'27”W A DISTANCE OF 598.29 FEET TO AN IRON ROD FOUND; S38°11'02”W, PASSING OVER AN IRON ROD SET AT A DISTANCE OF 468.37 FEET, FOR A TOTAL DISTANCE OF 493.37 FEET TO A POINT IN ROUTE 638 CLARK ROAD (30' PRESCRIPTIVE ESMT.), SAID POINT BEING IN THE NORTHERLY LINE OF SCOTT AND STEPHANIE TIERNEY (TM #84-A-34C); THENCE DEPARTING TAYLOR AND RUNNING ALONG THE APPROXIMATE CENTER OF CLARK ROAD THE FOLLOWING NINE (9) COURSES AND DISTANCES: ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 510.76 FEET, A CENTRAL ANGLE OF 10°27'43”, WHOSE CHORD BEARS N45°17'12”W 93.13 FEET, A DISTANCE OF 93.26 FEET TO A POINT; N50°31'02”W A DISTANCE OF 562.51 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 3,414.05 FEET, A CENTRAL ANGLE OF 04°01'34”, WHOSE CHORD BEARS N52°31'49”W 239.85 FEET, A DISTANCE OF 239.90 FEET TO A POINT; N54°32'36”W A DISTANCE OF 145.10 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,677.80 FEET, A CENTRAL ANGLE OF 05°09'55”, WHOSE CHORD BEARS N57°07'34”W 151.20 FEET, A DISTANCE OF 151.25 FEET TO A POINT; N59°42'31”W A DISTANCEOF 215.08 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 225.10 FEET, A CENTRAL ANGLE OF 54°07'21”, WHOSE CHORD BEARS N32°38'51”W 204.82 FEET, A DISTANCE OF 212.64 FEET TO A POINT; N05°35'10”W A DISTANCE OF 365.62 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 216.63 FEET, A CENTRAL ANGLE OF 62°08'16”, WHOSE CHORD BEARS N36°39'18”W 223.59 FEET, A DISTANCE OF 234.94 FEET TO A POINT, SAID POINT BEARING S28°41'57”W A DISTANCE OF 20.00 FEET FROM AN IRON ROD SET AND BEING THE SOUTHEASTERLY CORNER OF SNAPP PARCEL II; THENCE DEPARTING CLARK ROAD AND RUNNING WITH SNAPP PARCEL II THE FOLLOWING TWO (2) COURSES AND DISTANCES: N28°41'57”E A DISTANCE OF 844.58 FEET TO AN IRON ROD FOUND; N75°15'42”E A DISTANCE OF 414.91 FEET TO THE POINT OF BEGINNING AND CONTAINING 68.80 ACRES OR 2,996,951 SQUARE FEET, MORE OR LESS.(VERSION 3: 2021-01-25) N23°58'04"E A DISTANCE OF 128.97 FEET TO A FENCE POST FOUND; N21°56'41"E A DISTANCE OF 183.16 FEET TO A FENCE POST FOUND; N21°05'48"E A DISTANCE OF 218.89 FEET TO A FENCE POST FOUND; N24°08'22"E A DISTANCE OF 896.87 FEET TO A FENCE POST FOUND; N24°30'34"E A DISTANCE OF 525.44 FEET TO A POINT IN THE SOUTHWESTERLY RIGHT OF WAY LINE OF ROUTE 631 MARLBORO ROAD (40' R/W), SAID POINT BEING LOCATED 1.4' NORTHWEST OF A FOUND PLANTED STONE AND BEING THE NORTHEASTERLY CORNER OF BAUSERMAN; THENCE DEPARTING BAUSERMAN AND RUNNING WITH THE SOUTHWESTERLY RIGHT OF WAY LINE OF MARLBORO ROAD THE FOLLOWING THREE (3) COURSES AND DISTANCES: ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 4,032.50 FEET, A CENTRAL ANGLE OF 2°55'31”, WHOSE CHORD BEARS S70°40'23”E 205.86 FEET, A TOTAL DISTANCE OF 205.88 FEET; S69°12'38”E A DISTANCE OF 385.01 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 2,515.12 FEET, A CENTRAL ANGLE OF 3°56'22”. WHOSE CHORD BEARS SOUTH 71°10'49” EAST 172.89 FEET, A TOTAL DISTANCE OF 172.93 FEET TO A POINT, SAID POINT BEARING S28°20'35”W A DISTANCE OF 5.4 FEET FROM AN IRON ROD FOUND, SAID IRON ROD MARKING THE NORTHWESTERLY CORNER OF PHILIP E. AND JOYCE N. NEWCOME (TM #73-A-30D); THENCE DEPARTING MARLBORO ROAD AND RUNNING WITH NEWCOME AND CONTINUING WITH TROY J. AND PATRICIA D. CAMPBELL (TM #73-A-30N) THE FOLLOWING TWO (2) COURSES AND DISTANCES: S28°20'35”W A DISTANCE OF 1251.81 FEET TO A FENCE POST; S67°11'35”E A DISTANCE OF 1446.58 FEET TO A FENCE POST FOUND AT A WESTERLY CORNER OF LOT 13 HITES VIEW ESTATES, PHASE TWO, SAID POST MARKING THE SOUTHEASTERLY CORNER OF CAMPBELL; THENCE DEPARTING CAMPBELL AND RUNNING WITH LOT 13 AND CONTINUING WITH LOTS 14, 15, 19, 20, 21 AND 22 OF HITES VIEW ESTATES SUBDIVISION, PHASE TWO: S23°26'06”W, PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 475.04 FEET AND PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 721.04 FEET AND PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 1169.87 FEET, FOR A TOTAL DISTANCE OF 1713.00 FEET TO A POST FOUND IN THE WESTERLY LINE OF LOT 22, SAID POST MARKING A CORNER OF KHAN, LLC (TM #84-A-46); THENCE DEPARTING LOT 22 AND RUNNING WITH KHAN, LLC THE FOLLOWING THREE (3) COURSES AND DISTANCES: N70°08'53"W A DISTANCE OF 411.56 FEET TO A FENCE POST; S27°01'07"W A DISTANCE OF 1,196.62 FEET TO A NAIL FOUND IN THE TOP OF A FENCE POST; S24°07'40"W, A DISTANCE OF 415.91 FEET TO A NAIL FOUND IN THE TOP OF A FENCE POST, SAID NAIL MARKING THE SOUTHWESTERLY CORNER OF KHAN, LLC AND THE NORTHWESTERLY CORNER OF RIDINGS RESIDUAL TRUST (TM #84-A-44); THENCE DEPARTING KHAN AND RUNNING WITH RIDINGS RESIDUAL TRUST (TM #84-A-44) THE FOLLOWING TWO (2) COURSES AND DISTANCES: S20°52'40"W, A DISTANCE OF 195.92 FEET TO A POINT; S9°16'51"W A DISTANCE OF 1,203.77 FEET TO A FENCE POST IN THE LINE OF REDMILES (TM #84-A-41), SAID POST MARKING THE SOUTHWESTERLY CORNER OF RIDINGS RESIDUAL TRUST; THENCE DEPARTING RIDINGS RESIDUAL TRUST AND RUNNING WITH REDMILES: S21°50'11"W A DISTANCE OF 635.28 FEET TO THE POINT OF BEGINNING AND CONTAINING 261.57 ACRES OR 11,393,985 SQUARE FEET, MORE OR LESS. PARCEL III -LAND OF WOODBINE FARMS, INC. (TM #84-A-29) BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA BEGINNING AT A POINT IN THE APPROXIMATE CENTER OF ROUTE 633 KLINES MILL ROAD (30' PRESCRIPTIVE EASEMENT), SAID POINT BEARING S36°14'29”W A DISTANCE OF 22.3 FEET FROM AN IRON ROD SET, SAID POINT BEING THE SOUTHEASTERLY CORNER OF GENE A. JENKINS (TM #84-5-5), THE NORTHEASTERLY CORNER OF MARK A. AND HEIDI L. HOLLIS (TM #84-A-27F), THE NORTHWESTERLY CORNER OF REX CAMPBELL ET AL (TM #84-A-27) AND THE SOUTHWESTERLY CORNER OF THE LAND DESCRIBED HEREIN. THENCE DEPARTING KLINES MILL ROAD AND RUNNING WITH JENKINS AND CONTINUING WITH LARRY LEE HINTON, SR. (TM #84-5-4) AND CONTINUING WITH LILLIAN BROWN (TM #84-5-1) THE FOLLOWING TWO (2) COURSES AND DISTANCES: N36°14'29”E A DISTANCE OF 772.34 FEET TO AN IRON PIPE FOUND; N42°40'42”W, PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 1411.27 FEET, FOR A TOTAL DISTANCE OF 1412.82 FEET TO A POINT IN THE EASTERLY RIGHT OF WAY LINE OF ROUTE 625 HITES ROAD (40' R/W); THENCE DEPARTING BROWN AND RUNNING WITH THE EASTERLY RIGHT OF WAY LINE OF HITES ROAD: N09°22'07”E A DISTANCE OF 580.64 FEET TO A POINT, SAID POINT BEARING N51°42'04”W 2.00 FEET FROM AN AXLE FOUND, SAID AXLE MARKING THE SOUTHWESTERLY CORNER OF WANDA L. HIBBS (TM #84-A-33); THENCE DEPARTING HITES ROAD AND RUNNING WITH HIBBS AND CONTINUING WITH ERNEST L. SEARS ET UX (TM #84-1-5), KEVIN T. KELLEY (TM #84-1-4), BRADLEY S. FINCHAM ET UX (TM #84-1-3), DALE J. ROSE (TM #84-1-2), GERALD L. WISECARVER ET UX (TM #84-1-1) AND DOLORES INLOW ET AL (TM #84-A-35) THE FOLLOWING FIVE (5) COURSES AND DISTANCES: S51°42'04”E A DISTANCE OF 301.89 FEET TO AN IRON PIPE FOUND; N09°26'17”E A DISTANCE OF 180.90 FEET TO AN IRON PIPE FOUND; N09°39'37”E, PASSING OVER AN IRON PIPE FOUND AT A DISTANCE OF 112.73 FEET AND PASSING OVER AN IRON PIPE FOUND AT 337.53 FEET AND PASSING OVER AN IRON PIPE FOUND AT 449.83 FEET, FOR A TOTAL DISTANCE OF 569.11 FEET TO AN IRON PIPE FOUND; N51°48'38”W A DISTANCE OF 118.28 FEET TO AN IRON ROD SET; N09°13'33”E A DISTANCE OF 132.00 FEET TO AN IRON ROD SET IN THE LINE OF WOODBINE FARMS, INC., PARCEL I (TM #84-A-50), SAID IRON ROD MARKING THE NORTHEASTERLY CORNER OF INSLOW; THENCE DEPARTING INSLOW AND RUNNING WITH WOODBINE FARMS, INC. PARCEL I: S50°20'56”E A DISTANCE OF 1840.87 FEET TO AN IRON ROD SET AT THE SOUTHWESTERLY CORNER OF DAVID S. AND SUSIE LINSCOMB (TM #84-A-53); THENCE DEPARTING WOODBINE FARMS, INC. PARCEL I AND RUNNING WITH LINSCOMB AND CONTINUING WITH CHARLES A. AND ROBIN J. BENTLEY (TM #84-A-28A): S50°06'55”E A DISTANCE OF 1161.92 FEET TO A FENCE POST; S45°49'26”W A DISTANCE OF 1046.34 FEET TO AN IRON ROD SET; S28°06'47”W, PASSING OVER AN IRON PIPE FOUND AT A DISTANCE OF 789.03 FEET, FOR A DISTANCE OF 823.29 FEET TO A POINT IN THE APPROXIMATE CENTERLINE OF ROUTE 633 KLINES MILL ROAD; THENCE RUNNING WITH STEPHEN E. AND ANNETTE K. EVANS (TM #84 A 27C) AND CONTINUING WITH REX CAMPBELL ET AL (TM #84 A 27) ALONG THE APPROXIMATE CENTER OF KLINES MILL ROAD: N69°56'53”W A DISTANCE OF 1122.27 FEET TO THE POINT OF BEGINNING AND CONTAINING 96.78 ACRES OR 4,215,709 SQUARE FEET, MORE OR LESS. PARCEL II - LAND OF ALFRED L. SNAPP, JR. & BETTY VONN SNAPP (TM #84-A-40A) BACK CREEK DISTRICT, FREDERICK COUNTY, VIRGINIA BEGINNING AT AN IRON ROD FOUND IN THE SOUTHERLY LINE OF WOODBINE FARMS, INC., PARCEL II (TM #73-A-21), SAID IRON ROD MARKING THE NORTHERLY CORNER OF THE LAND OF ALFRED L. SNAPP AND SON, INC., PARCEL I (TM #84-A-40) AND BEARING N48°40'42”W A DISTANCE OF 295.01 FEET FROM A FOUND POST; THENCE DEPARTING WOODBINE FARMS, INC. PARCEL II AND RUNNING WITH ALFRED L. SNAPP AND SON, INC., PARCEL I THE FOLLOWING TWO (2) COURSES AND DISTANCES: S75°15'42" W A DISTANCE OF 414.91 FEET TO AN IRON ROD FOUND; S28°41'57”W, PASSING AN IRON ROD SET AT A DISTANCE OF 824.58 FEET, AND CONTINUING FOR A TOTAL DISTANCE OF 844.58 FEET TO A POINT IN ROUTE 638 CLARK ROAD (30' PRESCRIPTIVE ESMT.), SAID POINT BEING IN THE NORTHERLY LINE OF CLINTON W. AND JESSICA A. ANDERSON (TM #84-A-03) AND MARKING THE MOST WESTERLY CORNER OF SAID SNAPP PARCEL I (#84-A-40); THENCE DEPARTING ALFRED SNAPP AND SON, INC. AND RUNNING WITH CLINTON W. AND JESSICA A. ANDERSON AND ALONG THE APPROXIMATE CENTER OF CLARK ROAD THE FOLLOWING FIVE (5) COURSES AND DISTANCES: ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 216.63 FEET, A CENTRAL ANGLE OF 9°09'11”, WHOSE CHORD BEARS N72°18'03” W 34.57 FEET, A DISTANCE OF 34.61 FEET TO A POINT; N76°52'40” W A DISTANCE OF 595.51 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 2879.60 FEET, A CENTRAL ANGLE OF 1°35'30”, WHOSE CHORD BEARS N77°40'25”W 79.99 FEET, A TOTAL DISTANCE OF 79.99 FEET TO A POINT; N78°28'10”W A DISTANCE OF 425.90 FEET TO A POINT; ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 183.95 FEET, A CENTRAL ANGLE OF 22°08'14”, WHOSE CHORD BEARS N67°24'01”W 70.63 FEET, A TOTAL DISTANCE OF 71.07 FEET TO A POINT NEAR THE INTERSECTION OF CLARK ROAD AND ROUTE 759 BUFFALO MARSH ROAD (40' R/W); THENCE DEPARTING ANDERSON AND CLARK ROAD AND RUNNING WITH ALBERT A. MCDONALD TRUST (TM #84-A-1) THE FOLLOWING TWO (2) COURSES: N21°21'46”E, PASSING OVER AN IRON ROD FOUND AT A DISTANCE OF 21.50, FOR A TOTAL DISTANCE OF 1017.26 FEET TO AN IRON ROD SET; N19°56'41”E A DISTANCE OF 839.91 FEET TO A FENCE POST LOCATED AT THE SOUTHWESTERLY CORNER OF WOODBINE FARMS, INC. PARCEL II; THENCE DEPARTING MCDONALD AND RUNNING WITH WOODBINE FARMS: S48°37'36”E A DISTANCE OF 1763.45 FEET TO THE POINT OF BEGINNING AND CONTAINING 45.99 ACRES OR 2,003,231 SQUARE FEET, MORE OR LESS. YOUR VISION ACHIEVED THROUGH OURS.1001 Boulders Parkway, Suite 300 | Richmond, VA 23225TEL 804.200.6500 FAX 804.560.1016 www.timmons.comTHIS DRAWING PREPARED AT THECORPORATE OFFICEY:\906\41147-Foxglove_Solar\DWG\41147--COVER.dwg | Plotted on 3/16/2021 2:44 PM | by Tom BarrettSCHEDULE B, PART II, EXCEPTIONS: LEVI J. GORE AND KEIGHLEY C. GORE STEWART TITLE FILE NO.: 01262-9612A G1.ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR ISCREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF THE SCHEDULE B, PART I -REQUIREMENTS ARE MET. NOT A SURVEY MATTER. G2.RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. G3.EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLICRECORDS. NOT A SURVEY MATTER. G4.ENCROACHMENTS, OVERLAPS, BOUNDARY LINE DISPUTES, OR OTHERMATTERS WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY OR INSPECTION OF THE LAND. IF ANY INCIDENTAL TO BOUNDARY SURVEY, SHOWN HEREON. G5.ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIALHERETOFORE OR HEREAFTER. FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. G6.TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTINGLIENS BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. G7.TAXES FOR THE YEAR 2020, AND SUBSEQUENT YEARS, A LIEN NOT YET DUEAND PAYABLE. NOT A SURVEY MATTER. G8.SUCH STATE OF FACT AS WOULD BE DISCLOSED BY A CURRENT SURVEYAND INSPECTION OF THE PROPERTY. THE SURVEY RELATED MATTERS ARE SHOWN HEREON. G9.RIGHTS OF TENANTS IN POSSESSIONS, AS TENANTS ONLY UNDER UNRECORDED LEASES. NOT A SURVEY MATTER. G10.MINERALS OF WHATSOEVER KIND, SUBSURFACE AND SURFACESUBSTANCES, INCLUDING BUT NOT LIMITED TO COAL, LIGNITE, OIL, GAS, URANIUM, CLAY, ROCK, SAND AND GRAVEL IN, ON, UNDER AND THAT MAYBE PRODUCED FROM THE LAND, TOGETHER WITH ALL RIGHTS, PRIVILEGES, AND IMMUNITIES RELATING THERETO, WHETHER OR NOT APPEARING IN THEPUBLIC RECORDS OR LISTED IN SCHEDULE B. THE COMPANY MAKES NO REPRESENTATION AS TO THE PRESENT OWNERSHIP OF ANY SUCHINTERESTS. THERE MAY BE LEASES, GRANTS, EXCEPTIONS OR RESERVATIONS OF INTERESTS THAT ARE NOT LISTED. NOT A SURVEY MATTER. G11.BUILDING SETBACK LINES AS SHOWN ON THE PLAT RECORDED IN DEEDBOOK 783, PAGE 1766. AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. G12.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENT DATED OCTOBER 1, 1993, RECORDED IN DEED BOOK 806, PAGE 626. DOES NOT AFFECT SUBJECT PROPERTY. G13.EASEMENT GRANTED TO POTOMAC EDISON COMPANY BY INSTRUMENT DATED OCTOBER 1, 1993, RECORDED IN DEED BOOK 806, PAGE 630. AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. G14.PLAT OF SURVEY RECORDED IN DEED BOOK 838, PAGE 1520 SHOWSOVERHEAD UTILITY LINES CROSSING THE PROPERTY. AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. ALFRED L. SNAPP AND SON, INC., A VIRGINIA CORPORATION, SUBJECT TO THE RESERVATION OF A LIFE ESTATE INTEREST OF GEORGE LYLE JONES AND A POSSESSORY LIFE ESTATE INTEREST OF CLEO MAE JONES, AS TO PARCEL I; AND ALFRED L. SNAPP AND BETTY V. SNAPP, ALSO KNOWN AS BETTY VOHN SNAPP, AS TO PARCEL II. STEWART TITLE FILE NO.: 01262-9612- AMENDED NO. 2 S1.ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATEAND THE DATE ON WHICH ALL OF THE SCHEDULE B, PART I - REQUIREMENTS ARE MET. NOT A SURVEY MATTER. S2.RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THEPUBLIC RECORDS. NOT A SURVEY MATTER. S3.EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. S4.ENCROACHMENTS, OVERLAPS, BOUNDARY LINE DISPUTES, OR OTHERMATTERS WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY OR INSPECTION OF THE LAND. IF ANY INCIDENTAL TO BOUNDARY SURVEY, SHOWN HEREON. S5.ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIALHERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. S6.TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTINGLIENS BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. S7.TAXES FOR THE SECOND HALF OF 2019, AND SUBSEQUENT YEARS, A LIEN NOT YET DUE AND PAYABLE. NOT A SURVEY MATTER. S8.ANY ADDITIONAL TAXES FOR PAST, PRESENT OR FUTURE YEARS WHICH BECOME DUE UNDER THE LAND USE ORDINANCE OF FREDERICK COUNTY,VIRGINIA, BUT WHICH ARE NOT YET DUE AND PAYABLE BECAUSE OF THE CURRENT CLASSIFICATION OF SAID LAND. NOT A SURVEY MATTER. S9.SUCH STATE OF FACT AS WOULD BE DISCLOSED BY A CURRENT SURVEYAND INSPECTION OF THE PROPERTY. THE SURVEY RELATED MATTERS ARE SHOWN HEREON. S10.RIGHTS OF TENANTS IN POSSESSIONS, AS TENANTS ONLY UNDER UNRECORDED LEASES. NOT A SURVEY MATTER. S11.MINERALS OF WHATSOEVER KIND, SUBSURFACE AND SURFACESUBSTANCES, INCLUDING BUT NOT LIMITED TO COAL, LIGNITE, OIL, GAS, URANIUM, CLAY, ROCK, SAND AND GRAVEL IN, ON, UNDER AND THAT MAYBE PRODUCED FROM THE LAND, TOGETHER WITH ALL RIGHTS, PRIVILEGES, AND IMMUNITIES RELATING THERETO, WHETHER OR NOT APPEARING IN THEPUBLIC RECORDS OR LISTED IN SCHEDULE B. THE COMPANY MAKES NO REPRESENTATION AS TO THE PRESENT OWNERSHIP OF ANY SUCH INTERESTS. THERE MAY BE LEASES, GRANTS, EXCEPTIONS ORRESERVATIONS OF INTERESTS THAT ARE NOT LISTED. NOT A SURVEY MATTER. S12.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENT DATED MARCH 17, 1969, RECORDED IN DEED BOOK 352, PAGE 611.(AFFECTS PARCELS I AND II) AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. S13.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENT DATED APRIL 2, 1982, RECORDED IN DEED BOOK 547, PAGE 274. (AFFECTSPARCELS I AND II) AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. S14.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENT DATED JUNE 23, 1988, RECORDED IN DEED BOOK 687, PAGE 176. (AFFECTSPARCELS I AND II) AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. S15.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENT DATED OCTOBER 1, 1993, RECORDED IN DEED BOOK 806, PAGE 626 .(AFFECTS PARCEL I) AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. WOODBINE FARMS, INC., A VIRGINIA CORPORATION W1.ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTERTHAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATEAND THE DATE ON WHICH ALL OF THE SCHEDULE B, PART I - REQUIREMENTS ARE MET. NOT A SURVEY MATTER. W2.RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER W3.EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLICRECORDS. NOT A SURVEY MATTER. W4.ENCROACHMENTS, OVERLAPS, BOUNDARY LINE DISPUTES, OR OTHER MATTERS WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY ORINSPECTION OF THE LAND. IF ANY INCIDENTAL TO BOUNDARY SURVEY, SHOWN HEREON. W5.ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOTSHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. W6.TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. W7.TAXES FOR THE SECOND HALF OF 2020, AND SUBSEQUENT YEARS, A LIENNOT YET DUE AND PAYABLE. NOT A SURVEY MATTER. W8.ANY ADDITIONAL TAXES FOR PAST, PRESENT OR FUTURE YEARS WHICH BECOME DUE UNDER THE LAND USE ORDINANCE OF FREDERICK COUNTY,VIRGINIA, BUT WHICH ARE NOT YET DUE AND PAYABLE BECAUSE OF THECURRENT CLASSIFICATION OF SAID LAND. NOT A SURVEY MATTER. W9.SUCH STATE OF FACTS AS WOULD BE DISCLOSED BY A CURRENT SURVEY AND INSPECTION OF THE PROPERTY. THE SURVEY RELATED MATTERS ARE REFLECTED HEREON. W10.INTENTIONALLY DELETED. W11.WHEREAS THE LEGAL DESCRIPTIONS OF THE PARCELS OF LAND DESCRIBED ON SCHEDULE A HEREOF ARE VAGUE IN NATURE AND DO NOT REFERENCE RECORDED PLATS, THIS POLICY DOES NOT INSURE THE EXACTVOLUME OR QUANTITY OF LAND CONTAINED IN SAID PARCELS OR THE METES AND BOUNDS OR LOCATIONS OF PROPERTY BOUNDARY LINES. THE AREA AS SURVEYED IS SHOWN HEREON. W12.INTENTIONALLY DELETED. W13.150 FOOT WIDE EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY OF VIRGINIA BY INSTRUMENT DATED FEBRUARY 10, 1969, RECORDED INDEED BOOK 350, PAGE 521. (AFFECTS PARCEL II) AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. W14.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY OF VIRGINIA BY INSTRUMENT DATED FEBRUARY 10, 1969, RECORDED IN DEED BOOK 351,PAGE 652. (AFFECTS PARCELS I AND II) AFFECTS SUBJECT PROPERTY; AMBIGUOUS DESCRIPTION; POSSIBLELOCATION NOTED HEREON. W15.COMMONWEALTH OF VIRGINIA RESERVED AN EASEMENT TO CONSTRUCT,IMPROVE AND MAINTAIN ANY DRAIN DITCHES OR OTHER DRAINAGE FACILITIES NEEDED FOR PROPER DRAINAGE OF RIGHT OF WAY, RECORDEDIN DEED BOOK 325, PAGE 130. (AFFECTS PARCELS I AND III) THE 40' RIGHT OF WAY FOR ROUTE 625 (HITES ROAD) IS REFLECTEDHEREON. W16.COMMONWEALTH OF VIRGINIA RESERVED AN EASEMENT TO CONSTRUCT,IMPROVE AND MAINTAIN ANY DRAIN DITCHES OR OTHER DRAINAGE FACILITIES NEEDED FOR PROPER DRAINAGE OF RIGHT OF WAY, AND ANY EASEMENTS NEEDED FOR CUTS AND FILL OF SLOPES, RECORDED IN DEEDBOOK 346, PAGE 229. (AFFECTS PARCELS I AND III) THE 40' RIGHT OF WAY FOR ROUTE 625 (HITES ROAD) IS REFLECTEDHEREON. W17.INTENTIONALLY DELETED. W18.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENT RECORDED IN DEED BOOK 460, PAGE 24. (AFFECTS PARCEL I) AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. W19.INTENTIONALLY DELETED. W20.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY OF VIRGINIA BY INSTRUMENT DATED JUNE 2, 1976, RECORDED IN DEED BOOK 460, PAGE 30.(AFFECTS PARCEL II) AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. W21.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENT RECORDED IN DEED BOOK 649, PAGE 159. (AFFECTS PARCELS I AND II) AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. W22.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY BY INSTRUMENTRECORDED IN DEED BOOK 793, PAGE 49. (AFFECTS PARCELS I AND II) AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. W23.EASEMENT GRANTED TO TRANS-ALLEGHENY INTERSTATE LINE COMPANY BY INSTRUMENT DATED APRIL 24, 2009, RECORDED AS INSTRUMENT NO.090006224. (AFFECTS PARCEL I) AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. W24.EASEMENT GRANTED TO TRANS-ALLEGHENY INTERSTATE LINE COMPANY BY INSTRUMENT RECORDED AS INSTRUMENT NO. 090006220. (AFFECTS PARCELII) AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. W25.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY OF VIRGINIA BYINSTRUMENT DATED MAY 22, 1972, RECORDED IN DEED BOOK 392, PAGE 585. (AFFECTS PARCEL III) AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. W26.EASEMENT GRANTED TO THE POTOMAC EDISON COMPANY DBA ALLEGHANYPOWER BY INSTRUMENT DATED JUNE 16, 1999, RECORDED IN DEED BOOK 951, PAGE 125. (AFFECTS PARCEL III) AFFECTS SUBJECT PROPERTY; APPROXIMATE LOCATION SHOWN HEREON. W27.TERMS AND PROVISIONS OF THE MEMORANDUM OF OPTION TO LEASE BYAND BETWEEN WODBINE FARMS, INC., A VIRGINIA CORPORATION, AND FOXGLOVE SOLAR, LLC, A VIRGINIA LIMITED LIABILITY COMPANY, DATEDAUGUST 26, 2019, RECORDED SEPTEMBER 16, 2019 AS INSTRUMENT NO. 190009580. (AFFECTS PARCELS I, II AND III) AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER. DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 8 T. Barrett 41147 N/A J. Genthner 3 ALTA/NSPS SURVEYFOXGLOVE SOLAR, LLCTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA (VERSION 3: 2021-01-25) X X X XXX X X XXXXXX X X X XXXX MAR L B O R O R D ROU T E 6 3 1 (PUB L I C 4 0 ' R / W ) D.B. 6 0 6 , P G . 8 XXXXXXX X X X X X XXXXXXXXXXXXXXXXXX X XXXXXXXXXXOLD HOUSERUINS CEMETERYSTREAMST O N E WA L L FENCEFENCEFENCEZONE A ZONEA ZONEA ZONEA ZONE A OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP W 2 0 . P O T O M A C E D I S O N E S M T D B 4 6 0 , P G 3 0 W 2 4 . A P P R O X . L O C . T R A N S - A L L E G H E N Y T R A N S M I S S I O N L I N E E S M T I N S T . # 0 9 0 0 0 6 2 2 0 OHP OHP OHP OHP OHPOHPW14. POSSIBLE LOC.POTOMAC EDISON ESMT DB 351, PG 652 E X . T R A N S M I S S I O N R / W A S S H O W N O N I N S T . # 0 9 0 0 0 6 2 2 0 ( N O E A S E M E N T F O U N D F O R T H I S T R A N S M I S S I O N L I N E ) TM #73 A 20 CHARLES C BAUSERMANDB 790, PG 376 LOT 13 LOT 21 TM #84 8 2 13 TM #84 8 2 21 HITES VIEW ESTATESPHASE TWOINST #170007291S69° 1 2 ' 3 8 " E 3 8 5 . 0 1 'S28°20'35"W 1251.81'S67° 1 1 ' 3 5 " E 1 4 4 6 . 5 8 'S23°26'06"W 1713.00'N70° 0 8 ' 5 3 " W 4 1 1 . 5 6 'N18°05'09"E 316.23'N24°08'22"E 896.87'N24°30'34"E 525.44'C1 C2 WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21 PARCEL II 261.57 AC. / 11,393,985 S.F. ADDRESS NOT ON FILE TM #73 A 30DNEWCOME, PHILIP E. & JOYCE N. INST. #110006825 TM # 7 3 A 3 0 N CA M P B E L L , T R O Y J . & P A T R I C I A D . INS T . # 0 7 0 0 0 3 2 7 6 COR N E R 5 . 4 ' SW O F I R F COR N E R 1 . 4 ' N W O F PLA N T E D S T O N E FENCE POST FENCE POST IRF IRF IRF FENCE POST FENCE POST FENCE POST CU R R E N T F E N C E LO C A T I O N A N D L I N E OF P O S S E S S I O N FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST IRF IRF ON LINE LOT 14 TM #84 8 2 14 LOT 15TM #84 8 2 15 LOT 19TM #84 8 2 19 LOT 20TM #84 8 2 20 TM #73 A 20 CHARLES C BAUSERMANDB 790, PG 376 L14L15L16L17L18L19L20L21L22L23L24L 2 5 L2 6L2 7L28L29L30L31 CURRENT FENCELOCATION AND LINE OF POSSESSIONVCS NAD83 (2011)YOUR VISION ACHIEVED THROUGH OURS.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICEY:\906\41147-Foxglove_Solar\DWG\41147-906V-XPSURV.dwg | Plotted on 3/16/2021 2:34 PM | by Tom BarrettMATCH SHEET 5 DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 4 8 T. Barrett 41147 1" = 200' J. Genthner0 SCALE 1"=200' 400'200' ALTA/NSPS SURVEYFOXGLOVE SOLAR PROJECTTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA (VERSION 3: 2021-01-25) XX X XXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXSTREAMGATEFENCEZONEA ZONEA ZONE A ZONE A OHP OHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHP W13. APPROX. LOC. POTOMAC EDISON ESMTDB 350, PG 521 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPS12. APPROX. LOC.POTOMAC EDISON ESMTDB 352, PG 611OHPOHPOHPOHPOHPOHPOHPOH P S14. APP R O X . L O C . C / L POTOMA C E D I S O N E S M T POTOMAC EDISON ESMTLOT 21 LOT 22 TM #84 8 2 21 TM #84 8 2 22 TM #84 A 46 KAHN, LLCDB 878, PG 1360 TM #84 A 41 REDMILES, DONALD & STELLAINST. #020014248 TM #84 A 1 ALBERT A MCDONALD TRUSTWB 103, PG 162 TM #84 A 40CSHOEMAKER, W ILL IAM L.DB 853 PG 91 S6 2 ° 4 0 ' 0 9 " E 3 4 9 . 5 8 ' N70° 0 8 ' 5 3 " W 4 1 1 . 5 6 'S27°01'07"W 1196.62'S24°07'40"W415.91'S9°16'51"W 1203.77'S 4 8 ° 4 0 ' 4 2 " E 2 9 5 . 0 1 ' N 4 8 ° 3 7 ' 3 6 " W 1 7 6 3 . 4 5 'S28°41'57"W 844.58'N21°21'46"E 1017.26'N19°56'41"E 839.91'N23°41'47"E 990.97'N64 ° 5 7 ' 3 6 " W 5 4 1 . 2 2 ' WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL II 261.57 AC. / 11,393,985 S.F. ADDRESS NOT ON FILE ALFRED L. SNAPP, JR.AND BETTY VONN SNAPPD.B. 734, PG. 941TM #84-A-40A PARCEL II 45.99 AC. / 2,003,247 S.F. 833 CLARK ROAD TM #84 A 44RIDINGS RESIDUAL TRUST WB 118, PG 1715 TM # 8 4 A 4 9 ST R O S N I D E R , T I L D E N E . J R . & N A N C Y A . IN S T . # 1 3 0 0 0 2 4 9 9 TM #84 A 2 MEAGHER, CONSTANCE M.W.B. 104, PG. 1345 TM #73 A 20CHARLES C BAUSERMAN DB 790, PG 376 POST IRF FENCE POST NAIL IN TOPOF POST POST POST IRF IRF NAIL IN TOP OF POST NAIL IN TOP OF POST FENCE POST IRS FENCE POST STONE FOUND FENCE POST L1L6L7L8 L9L10L11L12L13L14L15POST S75°15'42" W 4 1 4 . 9 1' CURRENT FENCELOCATION AND LINE OF POSSESSION P.O.B. SNAPP PARCELS I & II P.O.B. WOODBINE PARCEL II N49°38 '08 "W 367 .65 'S21°50'11"W 635.28'FENCE F E N C E O V E R H E A D P O W E R L I N E S S13. APP R O X . L O C . C / L POTOMA C E D I S O N E S M T VCS NAD83 (2011)XXXXXNAIL IN TOPOF POST NAIL IN TOP OF POST FENCE L15.5' 3.1' FEN C E ENC R O A C H M E N T FEN C E ENC R O A C H M E N T XXXXXXXW13. APPROX. LOC.POTOMAC EDISON ESMTDB 350, PG 521OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH P OH P OHP OHP TM #84 A 41 REDMILES,DONALD & STELLA INST. #020014248 POST POST POST P.O.B. WOODBINE PARCEL II S21°50'11"W 635.28'7.5' FEN C E ENC R O A C H M E N T 5.8' FEN C E ENC R O A C H M E N T FEN C E ENC R O A C H M E N T 0.5' FENCE FEN C E FENCE YOUR VISION ACHIEVED THROUGH OURS.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICEY:\906\41147-Foxglove_Solar\DWG\41147-906V-XPSURV.dwg | Plotted on 3/16/2021 2:35 PM | by Tom BarrettMATCH SHEET 4 DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 5 8 T. Barrett 41147 1" = 200' J. Genthner0 SCALE 1"=200' 400'200' MATCH SHEET 6 SEE DETAIL 1 DETAIL 1 NOT TO SCALE DETAIL 2 NOT TO SCALESEE DETAIL 2 ALTA/NSPS SURVEYFOXGLOVE SOLAR PROJECTTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA (VERSION 3: 2021-01-25) X X XX XX X XXXXXXXT T T T T T TELE. PED. SEE NOTE 9 TELE. PED.SEE NOTE 9 TELE. PE D . SEE NOT E 9 TELE. PE D . SEE NOT E 9 PP #PESY S N 1 7 4 5 2 SEE NOT E 9 T TELE. PED. SEE NOTE 9 EX. 15" CMPINV. IN = 819.09'INV. OUT = 818.77' GATE ZONE A S15. APPROX. LOC . C /LPOTOMAC EDISON ESMTDB 806 PG 626G13. APPROX . LOC . C /LPOTOMAC ED ISON ESMTDB 806 PG 630G14. O/H UTILITY LINEDB 838 PG 1520G11. SETBACKSDB 783 PG 1766OHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPS12. APPROX. LOC.POTOMAC EDISON ESMTDB 352, PG 611OHPO H P O H P O H P OHP OHP OHP OHP O H P O H P O H P OHP OHP S14. APP R O X . L O C . C / L POTOMA C E D I S O N E S M T DB 687, P G 1 7 6 S12. APPROX. LOC.POTOMAC EDISON ESMTDB 352, PG 611CLARK RDROUTE 638 (PUBL IC )(30' PRESCR IPT IVE ESMT .) INST . #200007426W16. HITES RD ROUTE 625(PUBLIC 40' R/W)DB 346, PG 229TM #84 A 40BHIGGS, CHARLES S JR & LISA SDB 794 PG 546 TM #84 A 3 ANDERS O N , C L I N T O N W . & J E S S I C A A . INST. #20 0 0 0 7 4 2 6 TM #84 A 34D CREIGHTON, ROBERT &PATRICIA DB 902, PG 1199 TM #84 A 34CTIERNEY, SCOTT & STEPHANIEINST. #150010017TM #84 A 42ARAMEY, WADE INST. #120001953TM #84 A 42CHOOVER, WAYNE C.INST. #170000016TM #84 A 40CSHOEMAKER, W ILL IAM L .DB 853 PG 91 TM #84 A 38A TAYLOR, TERRY L.DB 630 PG 791 S6 2 ° 4 0 ' 0 9 " E 3 4 9 . 5 8 'S51°42'04"E 301.89'N9°39'37"E 569.11'N10°10'44"E 1076.32'N12°27'31"E 592.82'S28°41'57"W 844.58'N76°52'4 0 " W 5 9 5 . 5 1 ' N78°28'10" W 4 2 5 . 9 0 'N5°35'10"W 365.62'N50°31'02"W 562 .51 'C3C4C5C8C9 C 1 0 C 1 1 C12 C13 C14 WOODBINE FARMS, INC.D.B. 386 PG. 511 TM #84-A-29 PARCEL III 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROAD LEVI J. GORE AND KEIGHLEY C. GORE INST. #130004336TM #84-A-39 1.93 AC. / 83,887 S.F. 856 HITES ROAD TM #84 A 4 MARQUIS, MICHAEL & KELLYINST. #110000421 TM #84 A 2 MEAGHER, CONSTANCE M. W.B. 104, PG. 1345 TM #84 1 1WISECARVER , GERALD L . ET UX INST . #080004621 TM # 8 4 1 3 FINCH AM , BR AD L E Y S . E T U XD. B . 5 6 0 , PG . 3 3 0 TM # 8 4 1 4 K E L L E Y , K E V IN T .D. B . 6 3 2 , PG . 1 6 0 TM # 8 4 1 5 S E AR S , ERN E S T L . E T U XD. B . 3 9 7 , PG . 7 5 TM # 8 4 1 2ROS E , D A L E J . IN S T . # 2 0 1 1 0 2 1 7 0 TM #84 A 35INLOW, DOLORES ET AL D.B.742, PG. 957 IRSIRF IRF ON LINE CORNER 21.5' SW OF IRF CORNER 2.0' NW OF AXLE IPF IPF IPF IPF IPF IRS IRS IRF ON LINE CORNER 1.7'SE OF IRF IRS ALFRED L. SNAPP AND SON, INC.D.B. 749, PG. 656TM #84-A-40PARCEL I 68.80 AC. / 2,996,951 S.F. 943 CLARK ROAD L4L5 L34L35L36L37POST IRFIRF ALFRED L. SNAPP, JR.AND BETTY VONN SNAPPD.B. 734, PG. 941 TM #84-A-40APARCEL II 45.99 AC. / 2,003,231 S.F. 833 CLARK ROAD N50°20'56"W 1840 .87 ' TM # 8 4 A 3 3HI B B S , W AND A L . IN S T . # 1 6 0 0 0 0 0 9 3 WOODBINE FARMS, INC.D.B. 307 PG. 588 TM #84-A-50 PARCEL I 196.83 AC. / 8,573,863 S.F. 829 VAUCLUSE ROAD IRF IRF IRFN49°38 '08 "W 367 .65 'S49°43 '00 "E 1292 .63 'S38°09'27"W 598.29'S38°11'02"W 493.37'C6C7 IRFL2L3IRFN51°50'41"W 330.64'100' YL60' YL50' YL15' YLP.O .B . GORE S13. APP R O X . L O C . C / L POTOMA C E D I S O N E S M T DB 547, P G 2 7 4 VCS NAD83 (2011)YOUR VISION ACHIEVED THROUGH OURS.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICEY:\906\41147-Foxglove_Solar\DWG\41147-906V-XPSURV.dwg | Plotted on 3/16/2021 2:36 PM | by Tom BarrettMATCH SHEET 7DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 6 8 T. Barrett 41147 1" = 200' J. Genthner0 SCALE 1"=200' 400'200' MATCH SHEET 5 MATCH SHEET 8 ALTA/NSPS SURVEYFOXGLOVE SOLAR PROJECTTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA (VERSION 3: 2021-01-25) X X X X X XXXXXXXXX X X X X XXX X X X X X XXXXXXXX X XXXXXXXXXXXXXX XXXXXXXXXX OLD F E N C E R E M N A N T S TELE. PED.SEE NOTE 9 ROCK R O W FENC EWIRE F E N C E (2) WI R E F E N C E S VA U C L U S E R D - R O U T E 6 3 8 ( P U B L I C ) (30' P R E S C R I P T I V E E S M T . ) I N S T . #0 2 0 0 1 3 1 8 7 ROCK R O W FENC E OHPOHP OHPOHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOH P OH P OH P OH P OH P OHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHP OHPOHPOHPOHP OHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPW 2 3 . T R A N S - A L L E G H E N Y T R A N S M I S S I O N L I N E E S M T I N S T . # 0 9 0 0 0 6 2 2 4 W 1 8 . P O T O M A C E D I S O N E S M T D B 4 6 0 , P G 2 4 VAUCLUSE RD - ROUTE 638 (PUBLIC)(30' PRESCRIPTIVE ESMT.)INST. #020013187 TM # 8 4 A 4 9 G MC D O N A L D , R O Y & L O R E T T A D. B . 82 1 , P G . 5 2 8 IN S T . # 0 2 0 0 1 3 1 8 7 TM # 8 4 A 4 9 B MC D O N A L D , R O Y , E T A L , T R IN S T . # 0 0 0 0 0 4 1 3 4 ( B A D ? ) TM # 8 4 A 4 9 E MCD O N A L D , J A S O N & JEN N I F E R INST . # 1 0 0 0 0 2 5 2 1 S6 2 ° 4 0 ' 0 9 " E 3 4 9 . 5 8 ' S6 2 ° 2 4 ' 1 4 " E 9 6 8 . 0 4 ' S6 3 ° 0 0 ' 1 9 " E 7 6 6 . 7 5 ' S6 1 ° 4 5 ' 5 8 " E 7 8 3 . 6 6 ' S6 1 ° 5 8 ' 4 7 " E 6 1 0 . 0 0 ' S68° 2 2 ' 2 0 " E 4 0 0 . 1 3 ' S55°3 7' 4 8" W 1 2 4 8. 5 4' S43°0 7' 5 2" W 1 0 0 9. 6 1'S41°45'53"W 1186.15'N12°27'31"E 592.82'C3WOODBINE FARMS, INC.D.B. 307 PG. 588TM #84-A-50PARCEL I 196.83 AC. / 8,573,863 S.F. 829 VAUCLUSE ROAD WOODBINE FARMS, INC. D.B. 386 PG. 511 TM #84-A-29PARCEL III 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROAD TM #84 A 53 LINSCOMB, DAVID S. & SUSIED.B. 863, PG. 214 TM # 8 4 A 4 9 ST R O S N I D E R , T I L D E N E . J R . & N A N C Y A . IN S T . # 1 3 0 0 0 2 4 9 9 TM # 8 4 A 4 9 ST R O S N I D E R , T I L D E N E . J R . & N A N C Y A . IN S T . # 1 3 0 0 0 2 4 9 9 TM #84 A 51BRITNER, PAUL W. & NELSON, KAREN E.INST. #120006948 IRS IRF FENCE POST IRF IRF L 3 2 N50°20'56"W 1840 .87 ' W 2 1 . P O T O M A C E D I S O N E S M T D B 6 4 9 , P G 1 5 9 P.O. B . W O O D B I N E PAR C E L I WOODBINE FARMS, INC. D.B. 307 PG. 588 TM #84-A-50PARCEL I 196.83 AC. / 8,573,863 S.F. 829 VAUCLUSE ROAD T R A N S M I S S I O N T O W E R T R A N S . T O W E R W22. POTOMAC EDISON ESMTDB 793, PG 49 W2 2 . P O T O M A C E D I S O N E S M T DB 7 9 3 , P G 4 9 VCS NAD83 (2011)YOUR VISION ACHIEVED THROUGH OURS.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICEY:\906\41147-Foxglove_Solar\DWG\41147-906V-XPSURV.dwg | Plotted on 3/16/2021 2:36 PM | by Tom BarrettMATCH SHEET 8MATCH SHEET 6DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 7 8 T. Barrett 41147 1" = 200' J. Genthner0 SCALE 1"=200' 400'200' MATCH SHEET 5 ALTA/NSPS SURVEYFOXGLOVE SOLAR PROJECTTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA (VERSION 3: 2021-01-25) X X X KLIN E S M I L L R D - R O U T E 6 3 3 ( P U B L I C ) (30' P R E S R I P T I V E E S M T . ) D.B. 8 5 8 , P G . 7 9 5 T XXXXXX X X X X XXXXXXXXTT T T T TELE. PED. SEE NOTE 9 W FRAME SHED W/2 WOOD DECKS WELL SEE NOTE 9 TELE . P E D . SEE N O T E 9 TELE . P E D . SEE N O T E 9 TELE. P E D . SEE N O T E 9 EX. 1 5 " C M P INV. I N = 7 7 4 . 5 6 ' INV. O U T = 7 7 2 . 9 2 ' EX. 1 8 " C M P INV. I N = 7 7 8 . 8 6 ' INV. O U T = 7 7 6 . 4 2 ' EX. 15" CMPINV. IN = 786.99'INV. OUT = 786.85' CHAI N L I N K F N C . WIRE FE N C EXXBARB WIRE FENCEW12. HITES RD ROUTE 625(PUBLIC 40' R/W)DB 346, PG 229W26. A P P R O X . L O C . POT O M A C E D I S O N E S M T DB 9 5 1 , P G 1 2 5 OHP OHP OHP OHPOHPTM # 8 4 5 1 BR O W N , L I L L I A N IN S T . # 1 8 0 0 0 0 3 4 5 TM # 8 4 5 4 HI N T O N , L A R R Y L E E S R DB 9 4 6 P G 1 7 2 4 TM #84 5 5 JENKINS, GENE A JRDB 476 PG 381 TM # 8 4 A 2 7 C EVA N S , S T E P H E N E . & A N N E T T E K . INST # 0 3 0 0 1 2 3 9 9 DB 7 6 1 , P G 1 3 1 1 ( P L A T ) TM # 8 4 A 2 7 CAM P B E L L , R E X , E T A L , T R INST. # 1 9 0 0 0 9 2 1 4 TM #84 A 28ABENTLEY, CHARLES A. & ROBIN J. DB 813, PG 1102 TM # 8 4 A 2 7 F HOLL I S , M A R K A . & H E I D I L . INST. # 0 7 0 0 0 7 6 4 0 S41°45'53"W 1186.15'S50°06'55 "E 1161 .92 ' S45°49'26"W 1 0 4 6 . 3 4 'S28°06'47"W 823.29'N69° 5 6 ' 5 3 " W 1 1 2 2 . 2 7 'N36°14'29"E 772.34'N4 2 ° 4 0 ' 4 2 " W 1 4 1 2 . 8 2 'N9°22'07"E 580.64'S51°42'04"E 301.89'N9°39'37"E 569.11'WOODBINE FARMS, INC.D.B. 386 PG. 511TM #84-A-29 PARCEL III 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROAD D.B. 386 PG. 511TM #84-A-29PARCEL III 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROAD TM #84 A 53LINSCOMB, DAVID S. & SUSIE D.B. 863, PG. 214 K E L L E Y , K E V IN T . 6 3 2 , PG . 1 6 0 TM # 8 4 1 5 S E AR S , ERN E S T L . E T U XD. B . 3 9 7 , PG . 7 5 IRS FENCE POST IRS IRF O N L I N E COR N E R 3 4 . 3 ' SW O F I R F COR N E R 2 2 . 3 ' SW O F I R S IPF IRF ON LINE CORNER 1.6' NW OF IRF CORNER 2.0' NW OF AXLE IPF IPF IPF L33IRS O N L I N E N50°20'56"W 1840 .87 ' TM # 8 4 A 3 3HI B B S , W AND A L . IN S T . # 1 6 0 0 0 0 0 9 3 P.O. B . W O O D B I N E PAR C E L I I I W25. APPROX. LOC. POTOMAC EDISON ESMTDB 392, PG 585 VCS NAD83 (2011)YOUR VISION ACHIEVED THROUGH OURS.20110 Ashbrook Place, Suite 100 | Ashburn, VA 20147TEL 703.726.1342 FAX 703.726.1345 www.timmons.comTHIS DRAWING PREPARED AT THENORTHERN VIRGINIA OFFICEY:\906\41147-Foxglove_Solar\DWG\41147-906V-XPSURV.dwg | Plotted on 3/16/2021 2:37 PM | by Tom BarrettMATCH SHEET 6 DATE:SCALE: J.N.:SHEET OF DRAWN BY:CHECK BY: Back Creek District Frederick County, VA 01/25/2021 8 8 T. Barrett 41147 1" = 200' J. Genthner0 SCALE 1"=200' 400'200' MATCH SHEET 7 ALTA/NSPS SURVEYFOXGLOVE SOLAR PROJECTTAX MAP NUMBERS 73-A-21, 84-A-40,84-A-40A, 84-A-39, 84-A-50 AND84-A-29FREDERICK COUNTY, VIRGINIA (VERSION 3: 2021-01-25) FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© N.T.S ROAD SECTION26"12 MIN.'7"N.T.S SECURITY FENCE DETAIL1 20' GATE OPENING (TWO 10' GATES) 3" MIN. 3/8" ROUND ROD STRIKE STRAPTENSION ROD (TYP 4 SIDES) 10' (SCH 40) ROUND END & CORNER POST GATE FRAME (TYP)7'TENSION BAR (TYP.) 23 8" DIAMOND MESH - 1112" GAGE CHAIN LINK FABRIC POST SCHEDULE:(SCH 40) TERMINAL - 2- 3 8" OD GATE - 4" OD POST SCHEDULE:(SCH 20) LINE - 1- 7 8" OD BRACE RAIL - 1- 5 8" OD 10" x 36" FOOTING (GATE AND CORNER POSTS ONLY) NOTE: ALL FENCING MATERIALS TO BE GALVANIZED. N.T.S ACCESS GATE3 SITE DETAILSC0-002 LOCK BOXES FOR FIRE ACCESS TO BE ADDED HERE TYPICAL ROAD SECTION REBAR STAKES, INSTALL PER GEOWEB MANUFACTURER INSTRUCTIONS (TYP.) FILL GEOWEB SECTION WITH 6" VDOT #57 STONE (TYP.) REBAR STAKES, INSTALL PER GEOWEB MANUFACTURER INSTRUCTIONS (TYP.) GEOWEB ROAD SECTION (TYP.)PREPARED SUBGRADE. UNDERCUT, MOISTURE CONDITION AND COMPACT OR REPLACE AS NECESSARY (TYP.) WOVEN GEOTEXTILE, MIRAFI HP370 OR EQUAL (TYP.) MATCH ACCESS ROAD CROSS SECTION INSTALL GEOWEB SECTION TO MATCH EXISTING DRAINAGE PATH; ENSURE ROADWAY DOES NOT IMPEDE DRAINAGE FLOW (TYP)EROSION CONTROL BLANKET (TYP.) FILL GEOWEB SECTION WITH 6" VDOT #57 STONE (TYP.) 5:1 OR FLATTER N.T.S GEOWEB LOW WATER ROAD CROSSING DETAIL4 N.T.S PIPE INSTALLATION DETAIL5 · · · · · · · · 3:1 N.T.S POWER CONVERSION STATION6 N.T.S TURF REINFORCEMENT MATTING INSTALLATION DETAIL7 EXISTING OHETO BEREMOVED/RELOCATEDBY OTHERS EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED EXISTINGSTRUCTURETO BEDEMOLISHED EXISTINGPRIVATEACCESS ROADTO BEDEMOLISHED LODLODLODLODLOD LODLODLODLOD LODLODLOD LODLODLO D LODLODLODLODLODLODLO D LODLODLO D LODL O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODC1-001 C1-003 C1-002 C1-004 C1-005 C1-006 C1-009 C1-007 C1-008 C1-001 MARLBORO ROAD ROUTE 631 CLARK ROAD ROUTE 638 KLINES MILL ROAD ROUTE 633W12. HITES ROADROUTE 625VAUCLUSE ROAD ROUTE 638 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-000OVERALL EXISTINGCONDITIONS ANDDEMOLITION PLAN LODLODLODFP FPFPFPFPMAR L B O R O R D ROU T E 6 3 1 (40' R / W ) SPE E D L I M I T : 5 5 M P H D.B. 6 0 6 , P G . 8 LODLODLODMATCHLINE, THIS SHEET S69° 1 2 ' 3 8 " E 385. 0 1 'N24°30'34"E525.44'200'LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD FPFPFPFPFPFPFP FPFPFPFPFPFPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPVARIABLE WIDTH PROPERTY LINE SETBACK TM #73 A 30D NEWCOME, PHILIP E. & JOYCE N. INST. #110006825 DB 606, PG 8 (PLAT) ZONING: RA TM #73 A 30N CAMPBELL, TROY J. & PATRICIA D. INST. #070003276 INST #070000538 (PLAT) ZONING: RA TM #73 A 20 CHARLES C BAUSERMAN DB 790, PG 376 ZONING: RA TM #84 8 2 13 ZONING: RA LOT 14 TM #84 8 2 14 ZONING: RA LOT 15 TM #84 8 2 15 EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHED EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHED EXISTING STRUCTURE TO BE DEMOLISHED LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD MATCHLINE, SHEET C1-002 MATCHLINE, THIS SHEET MATCHLINE, SHEET C1-003 S28°20'35"W1251.81'S67° 1 0 ' 0 4 " E 144 6 . 2 2 'N18°05'09"E316.23'N24°08'22"E896.87'100'50'200' FLOODPLAIN ZONE A BUFFALO MARSH RUN FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-001EXISTING CONDITIONS ANDDEMOLITION PLANEXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH LODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK LOT 21 LOT 22 TM #84 8 2 21 ZONING: RA TM #84 8 2 22 ZONING: RA TM #84 A 46 KAHN, LLC DB 878, PG 1360 ZONING: RA HITES VIEW ESTAT E S PHASE TWO INST #170007291 LOT 15 TM #84 8 2 15 LOT 19 TM #84 8 2 19 ZONING: RA LOT 20 TM #84 8 2 20 ZONING: RA LODLODLODLODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-003MATCHLINE, SHEET C1-001 S23°26'06"W1713.00'N70° 0 8 ' 5 3 " W 411.5 6 'S27°01'07"W1196.62'50'100'100'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-002 EXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LOD LOD LODLODLODLODL O D LO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLODFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP VARIABLE WIDTH PROPERTY LINE SETBACK TM #73 A 20 CHARLES C BAUSERMAN DB 790, PG 376 ZONING: RA EXISTING WELL TO BE CAPPED AND REMAIN EX. STREAM BUFFALO MARSH RUN EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHED EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHED LOD LOD LODLODLODLODL O D LO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-002MATCHLINE, SHEET C1-001 MATCHLINE, SHEET C1-004 S24°07'40"W415.91'N64 ° 5 7 ' 3 6 " W 541. 2 2 ' 20 0 '100'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-003EXISTING CONDITIONS ANDDEMOLITION PLANEXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH LODLOD LOD LODLODLODLODLOD LODLODL O D L O D LOD LODL O D L O D LOD LOD LOD LODLODL O D LODL O D LODLODLODLODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPVARIABLE WIDTH PROPERTY LINE SETBACK TM #84 A 41 REDMILES, DONALD & STELLA INST. #020014248 ZONING: RA TM #84 A 1 ALBERT A MCDONALD TRUST WB 103, PG 162 ZONING: RA TM #84 A 44 RIDINGS RESIDUAL T R U S T WB 118, PG 1715 ZONING: RA TM #84 A 2 EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS LODLOD LOD LODLODLODLODLOD LODLODL O D L O D LOD LODL O D L O D LOD LOD LOD LODLODL O D LODL O D LODLODLODLODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-003 MATCHLINE, SHEET C1-005 S9°16'51"W1231.07'S 4 8 ° 4 0 ' 4 2 " E 2 9 5 . 0 1 ' N 4 8 ° 3 7 ' 3 6 " W 1 7 6 3 . 4 5 'S28°41'57"W844.58'N21°21'46"E1017.26'N19°56'41"E839.91'N23°41'47"E990.97'S4 9 ° 2 9 ' 4 1 "E 3 6 7 . 0 6 'S21°09'01"W632.46'S75°15'42" W 414.91' 100' 200'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-004 EXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLO D LO D LODL O D LODLODLODLODLO D LO D LO D L O D LO D LO D L O D LODLODLODLODLODLODLODFPFPFPFPREROUTING OF ELECTRIC LINES AND STRUCTURE TO BE COMPLETED BY OTHERS. REROUTING OF ELECTRIC LINE AND STRUCTURE TO BE COMPLETED BY OTHERS. REROUTING OF ELECTRIC LINE AND STRUCTURE TO BE COMPLETED BY OTHERS. VARIABLE WIDTH PROPERTY LINE SETBACK TM #84 A 3ANDERSON, CLINTON W. & JESSICA A. INST. #200007426 ZONING: RA TM #84 A 34D CREIGHTON, ROBERT & PATRICIA DB 902, PG 1199 ZONING: RA TM #84 A 34C TIERNEY, SCOTT & STEPHANIE TM #84 A 40C SHOEMAKER, WILLIAM L. DB 853 PG 91 ZONING: RA TM #84 A 38A TAYLOR, TERRY L. DB 630 PG 791 ZONING: RA TM #84 A 4 MARQUIS, MICHAEL & KELLY INST. #110000421 ZONING: RA TM #84 A 2 MEAGHER, CONSTANCE M. W.B. 104, PG. 1345 ZONING: RA EX. 15" CMP INV. IN = 816.36' INV. OUT = 816.17'CLARK RDROUTE 638 (30 ' PRESCR IPT IVE ESMT. )SPEED L IM IT : 55MPHINST . #200007426 EXISTING WELL TO BE CAPPED AND REMAIN LODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLO D LO D LODL O D LODLODLODLODLO D LO D LO D L O D LO D LO D L O D LODLODLODLODLODLODLODMATCHLINE, SHEET C1-006MATCHLINE, SHEET C1-004 S28°41'57"W844.58'N76°52'4 0 " W 595.51' N78°28'10 " W 425.90'N5°35'10"W365.62'N50°31'02"W562.51'S49° 2 9 ' 4 1 "E 3 6 7 . 0 6 'S38°14'25"W493.75'60'200'100'60'ADJACENT RESIDENTIAL STRUCTURE TO REMAIN FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-005 EXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH EXISTING CONDITIONS ANDDEMOLITION PLANACCESS ROAD AND GRAVEL PADS COMPLETED UNDER SEPARATE PERMIT SITE PLAN (SP) #19-22 BASIN AND OUTFALL COMPLETED UNDER SEPARATE PERMIT SP #19-22 BASIN AND OUTFALL COMPLETED UNDER SEPARATE PERMIT SP #19-22 LOD INCLUDED AS PART OF SP #19-22 LODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LODLODLOD LODLOD LODLODLODLOD LOD LODLODLODLODLO D LO D LODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK TM #84 A 34 GERMAIN, KARL & BRENDA INST. #160003468 DB 810, PG 557 (PLAT) ZONING: RA TM #84 A 40B HIGGS, CHARLES S JR & LISA S DB 794 PG 546 ZONING: RA TM #84 A 49G MCDONALD, ROY & LORETTA INST. #020013187 ZONING: RA TM #84 A 49B MCDONALD, ROY, ET AL, TR INST. #000004134 (BAD?) ZONING: RA TM #84 A 42A RAMEY, WADE INST. #120001953 ZONING: RA TM #84 A 42CHOOVER, WAYNE C.INST. #170000016 ZONING: RATM #84 A 40C SHOEMAKER, WILLIAM L. DB 853 PG 91 ZONING: RA TM #84 A 38A TAYLOR, TERRY L. DB 630 PG 791 ZONING: RA TM #84 A 49 STROSNIDER, TILDEN E. JR. & NANCYA. INST. #130002499 ZONING: RA EX. 15" RCP INV. IN = 818.48' INV. OUT = 817.52' EX. 15" RCP INV. IN = 805.19' INV. OUT = 804.14' EX. 1 5 " R C P IN V . I N = 7 7 2 . 7 1 ' IN V . O U T = 7 7 1 . 6 2 ' VA U C L U S E R D - R O U T E 6 3 8 (30' P R E S C R I P T I V E E S M T . ) SP E E D L I M I T : 5 5 M P H IN S T . # 0 2 0 0 1 3 1 8 7 EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHED EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHED LODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LODLODLOD LODLOD LODLODLODLOD LOD LODLODLODLODLO D LO D LODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-005MATCHLINE, SHEET C1-007MATCHLINE, SHEET C1-008 S6 2 ° 4 0 ' 0 9 " E 34 9 . 5 8 ' S6 2 ° 2 4 ' 1 4 " E 96 8 . 0 4 ' S6 3 ° 0 0 ' 1 9 " E 766 . 7 5 ' S6 1 ° 4 5 ' 5 8 " E 78 3 . 6 6 'N10°10'44"E1076.32'N12°27'31"E592.82'S49°45 '22 "E1445.33 'N51°51'04"W330.90'S38°09'33"W597.73'75'60'75'200'50'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-006 EXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK TM #84 A 49E MCDONALD, JASON & JENNIFER INST. #100002521 ZONING: RA TM #84 A 53 LINSCOMB, DAVID S. & SUSIE D.B. 863, PG. 214 ZONING: RA TM #84 A 49 STROSNIDER, TILDEN E. JR. & NANCY A. INST. #130002499 ZONING: RA TM #84 A 51 BRITNER, PAUL W. & NELSON, KAREN E. INST. #120006948 ZONING: RA EX. 1 5 " C M P IN V . I N = 7 6 1 . 6 0 ' IN V . O U T = 7 6 1 . 0 0 'LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-006MATCHLINE, SHEET C1-008S6 1 ° 4 5 ' 5 8 " E 78 3 . 6 6 ' S6 1 ° 5 8 ' 4 7 " E 61 0 . 0 0 ' S68° 2 2 ' 2 0 " E 400. 1 3 ' S55°3 7' 4 8" W 1248. 5 4' S43°0 7' 5 2" W 1009. 6 1' 1 0 0 '60'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-007 EXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLO D L O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK TM #84 A 34B BROWN, JAMES & SUSAN INST. #180009419 DB 878, PG 697 (PLAT) ZONING: RA WOODBINE FARMS, INC. D.B. 307 PG. 588 TM #84-A-50 PARCEL I ZONING: RA 196.81 AC. / 8572863 S.F. 829 VAUCLUSE ROAD WOODBINE FARMS, INC. D.B. 386 PG. 511 TM #84-A-29 PARCEL III ZONING: RA 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROAD TM #84 A 53 LINSCOMB, DAVID S. & SUSIE D.B. 863, PG. 214 ZONING: RA TM # 8 4 1 1WISECARVER ZON ING : RA TM # 8 4 1 3 FINCHAM ZON ING : RATM #84 1 4KELLEYZONING : RA TM # 8 4 1 5 S E AR S ZON ING : R ATM #8 4 1 2 ROSEZONING : RA TM #84 A 35 INLOW & WISECA R V E R ZONING: RA W12. HITES RD ROUTE 625(40' R/W)SPEED LIMIT: 55 MPHDB 346, PG 229W12. HITES RD ROUTE625(40' R/W)DB 346, PG 229EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHED LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLO D L O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-007MATCHLINE, SHEET C1-006 MATCHLINE, SHEET C1-009 S43°0 7' 5 2" W 1009. 6 1'S41°45'53"W1186.15'N9°22'07"E580.64'S51°42'04"E301.89'N9°39'37"E569.11'N50°20'56"W1840.87 'N50°20'56"W1840.87 ' 10 0 ' 50'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-008 EXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLODL O D L O D L O D L O D L O D LOD LODLODLODLODLO D LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK TM #84 A 29 WOODBINE FARMS INC DB 386, PG 511 DB 92, PG 373 (PLAT) ZONING: RA TM #84 5 1 BROWN, LILLIAN INST. #180000345 ZONING: RA TM #84 5 4 HINTON, LARRY LEE SR DB 946 PG 1724 ZONING: RA TM #84 5 5 JENKINS, GENE A JR DB 476 PG 381 ZONING: RA TM #84 A 27C EVANS, STEPHEN E. & ANNETTE K. INST # 030012399 DB 761, PG 1311 (PLAT) ZONING: RA TM #84 A 27 CAMPBELL, REX, ET AL, TR INST. #190009214 ZONING: RA TM #84 A 28A BENTLEY, CHARLES A. & ROBIN J. DB 813, PG 1102 ZONING: RA TM #84 A 27F HOLLIS, MARK A. & HEIDI L. ZONING: RA INST. #070007640 KLIN E S M I L L R D - R O U T E 6 3 3 (30' P R E S R I P T I V E R / W ) SPE E D L I M I T : 5 5 M P H D.B. 8 5 8 , P G . 7 9 5 EXISTING PRIVATE ACCESS ROAD TO BE DEMOLISHEDLODLODL O D L O D L O D L O D L O D LOD LODLODLODLODLO D LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-008 S50°06'55 "E1161.92 ' S45°49'26"W1046.34'S28°06'47"W823.29'N69° 5 6 ' 5 3 " W 1122. 2 7 'N36°14'29"E772.34'N4 2 ° 4 0 ' 4 2 " W 14 1 2 . 8 2 '50'1 0 0 '60'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C1-009EXISTING CONDITIONS ANDDEMOLITION PLANEXISTING CONDITIONS LEGEND EXISTING ROAD TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING FENCE TO REMAIN EXISTING OHE TO REMAIN ROAD TO BE REMOVED VEGETATION TO BE REMOVED FENCE TO BE REMOVED OHE TO BE REMOVED STRUCTURE TO BE REMOVED STRUCTURE TO REMAIN OHE PROPERTY LINE EXISTING GRADE CONTOUR DELINEATED WETLAND WITH 50' BUFFER VARIABLE WIDTH SETBACK PROPERTY BUFFER EXISTING FLOODPLAIN EXCLUSION AREA LIMITS OF DISTURBANCE CLEARING & GRUBBING AREA CLEARING AREA NORTH VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FPFPFPFPFP F P FPFPFPFPF P FPFPF P FPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP LF LF 8043820.29RETIE LF 8057815.76ROD /S T TT T T T 40010787.87TP NO ID T 40011818.66TP NO ID T T T T W T FRAME SHED W/2WOOD DECKS WELLSEE NOTE 9 8060787.25ROD /S<<<<<<<<<<SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFS F SF<<SFSF SUPER SILT FENCETO BE USED FOR ADDITIONALWETLAND PROTECTION C2-001 C2-003 C2-002 C2-004 C2-005 C2-006 C2-009 C2-007 C2-008 C2-001 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-000OVERALL EROSION ANDSEDIMENT CONTROL 5C 16C 14C 40B FP FPFPFPFPLODLODLODMAR L B O R O R D ROU T E 6 3 1 (40' R / W ) SPE E D L I M I T : 5 5 M P H D.B. 6 0 6 , P G . 8 CE SFSFMATCHLINE, SHEET C2-001 200' 17E 16C 16D 32C 17E 14C 16D 16C 17E 5C 14C FPFPFPFPFPFPFP FPFPFPFPFPFPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD VARIABLE WIDTH PROPERTY LINE SETBACK SFSFSFSFSFSFSFSFSFSFSFSFSFSSFSFSFSFSF SF SFSFSFSFSFSFSFSSFSFSFSFSFSFSFSFSFSFSFSFSFSFSUPER SILT FENCE TO BE USED FOR ADDITIONAL WETLAND PROTECTION MATCHLINE, SHEET C2-002MATCHLINE, SHEET C2-003 MATCHLINE, SHEET C2-001 100'50'200'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-001EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH 14C 32B 14C 14D LODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK SF DRAINAGE AREA B5 72.04AC MATCHLINE, SHEET C2-001 MATCHLINE, SHEET C2-00350'100'100' ARRAY LIMITS (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-002 LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 29 17E 14D 17E 14C 32B FPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP LOD LOD LODLODLODLODL O D LO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLODEXISTING WELL TO BE CAPPED AND REMAIN EX. STREAM BUFFALO MARSH RUN VARIABLE WIDTH PROPERTY LINE SETBACK ST-B04 SB-B05 SB-B06 SB-B07 SB-B08<<<<<<<<<<<<<<<SFSFTYP. B/M TYP. B/M TYP. CD TYP. CD SCCB6 SCCB7 SF SF SF SFSFSFSFSFSFSF DRAINAGE AREA B6 9.96 AC DRAINAGE AREA B7 6.74 AC DRAINAGE AREA B4 1.12 AC SHEET C2-100 SHEET C2-100 SHEET C2-100 SHEET C2-100 SHEET C2-100 DRAINAGE AREA B5 72.04AC PROPOSED TEMPORARY LAYDOWN - 0.49 ACRES PROPOSED TEMPORARY LAYDOWN - 0.30 ACRES MATCHLINE, SHEET C2-002MATCHLINE, SHEET C2-001 MATCHLINE, SHEET C2-004 20 0 '100'ARRAY LIMITS (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-003 LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 32C 14D 14D 6C 7C 7C 7C 14C FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPLODLOD LOD LODLODLODLODLOD LODLODL O D L O D LOD LODL O D L O D LOD LOD LOD LODLODL O D LODL O D LODLODLODLODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK SB-B09 SB-B10 < <<<<<SFTYP. B/M TYP. CDSCCB9 SF SF SF <SCCC1 SB-C01 DRAINAGE AREA B9 3.76 AC DRAINAGE AREA C1 8.08 AC SHEET C2-100 SHEET C2-100 DRAINAGE AREA B8 38.58 AC DRAINAGE AREA B10 28.74AC SHEET C2-100 TYP. CD PROPOSED TEMPORARY LAYDOWN - 1.34 ACRES MATCHLINE, SHEET C2-005 CONTRACTOR TO VERIFY PLACEMENT AND CONDITION OF BASIN, BAFFLES, AND OUTFALL CONSTRUCTED UNDER SEPARATE SITE PLAN AND REPAIR IF NEEDED CHECK DAMS INSTALLED IN SWITCHYARD PLANS 100' 200' MATCHLINE, SHEET C2-003 ARRAY LIMITS (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-004 LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 6C 17E 32C 32B 32BFPFPFPFP LODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODL O D LO D LODL O D LODLODLODLODLO D LO D LO D L O D L O D LO D L O D LODLODLODLODLODLODLODCLARK RDROUTE 638 (30 ' PRESCR IPT IVE ESMT.)SPEED L IM IT : 55MPHINST . #200007426 VARIABLE WIDTH PROPERTY LINE SETBACK SB-C04 <<<<<<<<<<<<<<TYP. B/M TYP. B/M TYP. CD TYP. CD TYP. CD SCCC4-B SCCC4-A SCCC3-A SF SF <SB-C01 SF SB-C02 SCCC-2A TYP. CD <<<<<<<<<<<<<<<<SCCC-2B AREA C1 8.08 AC DRAINAGE AREA C4 11.23 AC SHEET C2-101 DRAINAGE AREA C2 38.20 AC SHEET C2-100 SHEET C2-101 SHEET C2-101 PROPOSED TEMPORARY LAYDOWN - 0.55 ACRES PROPOSED TEMPORARY LAYDOWN -SFREROUTING OF OVERHEAD ELECTRIC LINE TO BE COMPLETED BY OTHERS (TYP.) MATCHLINE, SHEET C2-004 MATCHLINE, SHEET C2-006SEPARATE SITE PLAN AND REPAIR IF NEEDED INSTALLED IN SWITCHYARD PLANS CHECK DAMS INSTALLED IN SWITCHYARD PLANS RELOCATION OF ELECTRIC STRUCTURE TO BE COMPLETED BY OTHERS (TYP.)CONTRACTOR TO VERIFY PLACEMENT AND CONDITION OF BASIN, BAFFLES, AND OUTFALL CONSTRUCTED UNDER SEPARATE SITE PLAN AND REPAIR IF NEEDED 60'200'100'60'EXISTING WELL TO BE CAPPED AND REMAIN SUBSTATION AND SWITCHYARD PADS TO BE INSTALLED PER FREDERICK COUNTY SITE PLAN #19-22 FOXGLOVE SOLAR - SWITCHYARDARRAY LIMITS (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-005 LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER W 7C 6C 32B 6C 31B 32C6C 32B LODLODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLO D LODLODLOD LODLOD LODLODLODLOD LOD LODLODLODLO D LO D LODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODEX. 15" RCP INV. IN = 818.48' INV. OUT = 817.52' EX. 15" RCP INV. IN = 805.19' INV. OUT = 804.14' EX. 1 5 " R C P IN V . I N = 7 7 2 . 7 1 ' IN V . O U T = 7 7 1 . 6 2 ' VA U C L U S E R D - R O U T E 6 3 8 (30' P R E S C R I P T I V E E S M T . ) SP E E D L I M I T : 5 5 M P H IN S T . # 0 2 0 0 1 3 1 8 7 VARIABLE WIDTH PROPERTY LINE SETBACK SB-C03 SB-D03 SB-D04<<<<<<<<<< < < <<<<<<<<SF SF TYP. B/M TYP. B/M TYP. B/M TYP. B/M TYP. CD TYP. CD TYP. CD SCCC4-A SCCC3-B SCCC3-A SCCD4-B SF SF SF <<<<<<< SCCD3 TYP. B/M TYP. CD 180 LF OF 30" RCP SF SF CE <<< TYP. CD SFSFSF SF <<<<<<DRAINAGE AREA D4 26.27 AC SHEET C2-102 SHEET C2-101 DRAINAGE AREA CWD 27.92 AC DRAINAGE AREA D3 81.92 AC SHEET C2-101 DRAINAGE AREA C3 4.43 AC CWD PROPOSED TEMPORARY LAYDOWN - 0.55 ACRES PROPOSED TEMPORARY LAYDOWN - 0.51 ACRES PROPOSED TEMPORARY LAYDOWN - 0.45 ACRES PROPOSED TEMPORARY LAYDOWN - 7.71 ACRESMATCHLINE, SHEET C2-005MATCHLINE, SHEET C2-008 MATCHLINE, SHEET C2-00775'60'75'200'50' ARRAY LIMITS (TYP.) ARRAY LIMITS (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-006 LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 6C 7C 6C 40B LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODEX. 1 5 " C M P IN V . I N = 7 6 1 . 6 0 ' IN V . O U T = 7 6 1 . 0 0 ' VARIABLE WIDTH PROPERTY LINE SETBACK SB-D02 SFSFSF SF SHEET C2-101 PROPOSED TEMPORARY LAYDOWN - 7.71 ACRES PROPOSED TEMPORARY ACRES MATCHLINE, SHEET C2-008MATCHLINE, SHEET C2-0061 0 0 '60'ARRAY LIMITS (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-007 VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH 31B 6C 32C 7C 31B 6C W6C LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLO D L O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODW12. HITES RD ROUTE 625(40' R/W)SPEED LIMIT: 55 MPHDB 346, PG 229W12. HITES RD ROUTE625(40' R/W)DB 346, PG 229VARIABLE WIDTH PROPERTY LINE SETBACK SB-D05 SB-D01 SB-E01 SB-E02<<<<<<SF<<<<<SFSFTYP. B/M TYP. B/M TYP. CD TYP. CD SCCD1 SCCD4-A SF SF SF SF DRAINAGE AREA D5 11.09 AC DRAINAGE AREA D1 7.73 AC DRAINAGE AREA E1 18.59 AC DRAINAGE AREA E2 7.56 AC SHEET C2-101 SHEET C2-101 SHEET C2-102 SHEET C2-102 DRAINAGE AREA D2 86.79 AC PROPOSED TEMPORARY LAYDOWN - 0.37 ACRES PROPOSED TEMPORARY LAYDOWN - 0.89 ACRES PROPOSED TEMPORARY LAYDOWN - 0.50 ACRES PROPOSED TEMPORARY LAYDOWN - 0.18 ACRES PROPOSED TEMPORARY LAYDOWN - 1.09 ACRES MATCHLINE, SHEET C2-007MATCHLINE, SHEET C2-009 MATCHLINE, SHEET C2-006 10 0 ' 50' ARRAY LIMITS (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-008 LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 6C 6C 32B 32B 32C 31B 7CLODLODL O D L O D L O D L O D L O D LOD LODLODLODLODLO D LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODKLIN E S M I L L R D - R O U T E 6 3 3 (30' P R E S R I P T I V E R / W ) SPE E D L I M I T : 5 5 M P H D.B. 8 5 8 , P G . 7 9 5 VARIABLE WIDTH PROPERTY LINE SETBACK SFSFSB-E04 SB-E05 <<<<<<<<<<<<<<<<<<<<SFSF TYP. B/M TYP. B/M TYP. CD TYP. CD SCCE5 SCCE3 SF SF SF SB-E03 <<<<<<<<<<<<<<CE<SCCE4 TYP. CD DRAINAGE AREA E4 11.84 AC DRAINAGE AREA E3 24.23 AC DRAINAGE AREA E5 21.10 AC SHEET C2-102 SHEET C2-102 SHEET C2-102 PROPOSED TEMPORARY LAYDOWN - 0.24 ACRES PROPOSED TEMPORARY LAYDOWN - 0.68 ACRES PROPOSED TEMPORARY LAYDOWN - 1.09 ACRES MATCHLINE, SHEET C2-008 50'1 0 0 '60'ARRAY LIMITS (TYP.) EXISTING OHE LINE TO REMAIN FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C2-009 VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT) ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT OR APPROVED EQUIVALENT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 OP EROSION AND SEDIMENTCONTROL PLANSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LEGEND LOD PROPERTY LINE ADJACENT PROPERTY LINE LIMITS OF DISTURBANCE EXISTING CONTOUR DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY PROPOSED PANEL LIMITS DELINEATED WETLAND WITH 50' BUFFER BAFFLES VARIABLE WIDTH SETBACK FLOODPLAIN LIMITS FP EXISTING EASEMENT LINE EXISTING TREE LINE EXISTING DIRT ROAD LIMITS OF PROPOSED ROAD EXCLUSION AREA EXISTING OVERHEAD ELECTRIC NORTH LOD LODLODLODST-B04TOP: 829.00 BOT: 826.00 40 LF OF 12" HDPE SF SFSFOP B/M SF ES BOTTOM WIDTH: 8' FM LODLODLODLODLODLOD LODL O D L O D LO D SB-B05 TOP: 786.00 BOT: 778.00 3 - 48"X48" CONCRETE RISER S F SF OP B/MSF ESBOTTOM WIDTH: 8' FM FM FM FM FM BAFFLE 3- 60 LF OF 36" HDPE LODLODLODLODLODLODLODLODSB-B06 TOP: 782.00 BOT: 775.00 24"X36" CONCRETE RISER 55 LF OF 24" HDPE <<<SFSFSFSFSFOP B/M SF CD FM ESBOTTOM WIDTH: 18' BAFFLE FM FM LODLODLOD LODSF SB-B07 TOP: 783.50 BOT: 776.50 50 LF OF 18" HDPE <<<B/M CD FM BAFFLE FM FM 24"X36" CONCRETE RISER SF ES BOTTOM WIDTH:20' OP LOD LODLOD LOD LOD LODLODLODLODLODSFSFSF TOP: 805.00 BOT: 796.00 < <<<<< < <<< OP B/MSF BOTTOM WIDTH: 34'ES 2 - 80 LF OF 30" HDPE 2 - 48"X48" CONCRETE RISER FM FM SB-B08 LODLODLODLODLO D LOD SB-B09 TOP: 781.00 BOT: 775.00 24"X36" CONCRETE RISER 60 LF OF 18" HDPE < < < <SFSFSFSFS F OP B/M SF CDFM ESBOTTOM WIDTH: 8' FM BAFFLE LODLODL O D L O D L O D L O D SB-B10 TOP: 783.00 BOT: 775.00 2-48"X48" CONCRETE RISER 2- 65 LF OF 30" HDPESFSF S F SF B/M SF BAFFLE FM FM FM ES BOTTOM WIDTH: 38' OP LODLODLODLODLOD <TOP: 834.50 BOT: 830.00SB-C01 CD SFSFSFBAFFLE FM B/M BOTTOM WIDTH: 22'ES 24"X36" CONCRETE RISER 40 LF OF 15" RCP OP SF FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© SEDIMENT TRAP B04 SCALE: 1" = 40' SEDIMENT BASIN B05 SCALE: 1" = 40' SEDIMENT BASIN B06 SCALE: 1" = 40' SEDIMENT BASIN B07 SCALE: 1" = 40' SEDIMENT BASIN B08 SCALE: 1" = 40' SEDIMENT BASIN B09 SCALE: 1" = 40' SEDIMENT BASIN B10 SCALE: 1" = 40' C2-100SEDIMENT BASIN DETAILSNORTH SEDIMENT BASIN C01 SCALE: 1" = 40' VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT)SF <ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 SF OP EMERGENCY SPILLWAY DETAIL SHEET C2-202 ES UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) LODLODLODLOD SB-D01 TOP: 802.00 BOT: 796.00 62 LF OF 24" HDPE 24"X36" CONCRETE RISER <<SFSFSF OP B/M SF CD FM ESBOTTOM WIDTH: 20' BAFFLE FM LODLODLODLODLODLODLODLODLODLODSB-D02TOP: 752.50 BOT: 744.00 4'X25' CONCRETE CAST-IN-PLACE RISER SFSFSFSFSFSFSFB/M SF ES BOTTOM WIDTH: 40' 4 - 93 LF 2'x4' CONCRETE PRE-CAST BOX CULVERTS OP BAFFLE FM FM LODLODLOD LODSB-D04TOP: 790.50 BOT: 784.00 2 - 48"X48" CONCRETE RISER 2 - 60 LF OF 36" HDPE < < <SFSF SF SFOP B/M SF CD CD FM ESBOTTOM WIDTH: 30' BAFFLE FM << FM LODLODLOD LOD LOD SB-D05 TOP: 803.50 BOT: 797.50 48"X48" CONCRETE RISER SFSFSFSFOP 63 LF OF 36" HDPE B/M SF CD FM ES BOTTOM WIDTH: 8' BAFFLELODLODSB-C03 45 LF OF 18" HDPE 24"X36" CONCRETE RISER < <<SF S F OP B/M SF CD CD FM FM ES BOTTOM WIDTH: 8' BAFFLE SF TOP: 831.00 BOT: 825.00 L O D L O D LODSB-C04TOP: 807.00 BOT: 799.00 64 LF OF 24" HDPE<<<<<S F SF SF SFOP B/M SF CD CD FM FM ES BOTTOM WIDTH: 32'BAFFLE 24"X36" CONCRETE RISER FM FM LO D LO D LO D OP SF CD TOP: 822.50 BOT: 818.00SB-C02 BOTTOM WIDTH: 18'ES SFFM 52 LF OF 18" RCP 24"X36" CONCRETE RISER BAFFLE B/M CONTRACTOR TO VERIFY PLACEMENT AND CONDITION OF BASIN, BAFFLES, BLANKETING/MATTING AND OUTFALL CONSTRUCTED UNDER SEPARATE PERMIT AND REPAIR IF NEEDED<<<SFFOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© SEDIMENT BASIN D01 SCALE: 1" = 40' SEDIMENT BASIN D02 SCALE: 1" = 40' SEDIMENT BASIN D04 SCALE: 1" = 40' SEDIMENT BASIN D05 SCALE: 1" = 40' C2-101SEDIMENT BASIN DETAILSNORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT)SF <ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 SF OP EMERGENCY SPILLWAY DETAIL SHEET C2-202 ES SEDIMENT BASIN C03 SCALE: 1" = 40' SEDIMENT BASIN C04 SCALE: 1" = 40' SEDIMENT BASIN C02 SCALE: 1" = 40' UPSTREAM DIVERSION BERM (TYP.) UPSTREAM DIVERSION BERM (TYP.) LODLODLODSB-E01 TOP: 805.50 BOT: 799.50SFSFSFSF SF67 LF OF 30" HDPE 48"X48" CONCRETE RISER OP B/M SF ESBOTTOM WIDTH: 24' BAFFLE FM FM FM FM LOD LODLO D LODSB-E02TOP: 814.00 BOT: 809.00 SFSFSFSF24"X36" CONCRETE RISER 55 LF OF 18" HDPE OP B/M SF ESBOTTOM WIDTH: 8' LOD LOD LODLODLODSFSFSFSFSFSB-E03 TOP: 762.00 BOT: 753.00 B/M SF BAFFLE FM <<<CD OP 3 - 90 LF OF 24" HDPE 3 - 24"X36" CONCRETE RISER ESBOTTOM WIDTH: 8' L O D LOD LODSB-E04 TOP: 782.50 BOT: 776.50SF SF 24"X36" CONCRETE RISER 45 LF OF 24" HDPE OP B/M SF ES BOTTOM WIDTH: 8' BAFFLE FM FM FM <<CD LODLODLODLODLODLODLODLODLOD LOD SB-E05TOP: 777.00 BOT: 771.00 <<SF SFSFSFSF SF 2 - 72 LF OF 30" HDPE 2 - 48"X48" CONCRETE RISER OP B/M SF CD FM ESBOTTOM WIDTH: 8'LODLODLOD LODLODLODSB-D03TOP: 772.50 BOT: 764.00 4'X19' CONCRETE CAST-IN-PLACE RISER 3 - 58 LF 2'X4' CONCRETE PRE-CAST BOX CULVERTS SF SF SFB/M SF FM ES BOTTOM WIDTH: 40' BAFFLE <<CD OP <<<<<<<<<FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© SEDIMENT BASIN E01 SCALE: 1" = 40'SEDIMENT BASIN E02 SCALE: 1" = 40' C2-102SEDIMENT BASIN DETAILSSEDIMENT BASIN E03 SCALE: 1" = 40'SEDIMENT BASIN E04 SCALE: 1" = 40'SEDIMENT BASIN E05 SCALE: 1" = 40' NORTH VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SILT FENCE (WITH WIRE SUPPORT)SF <ROCK CHECK DAMS 3.05 SF CD3.20 STORMWATER CONVEYANCE CHANNEL SCC3.17 MEASUREVESCH STD.CALLOUT SYMBOL CONSTRUCTION ENTRANCE WITH WASH RACK3.02 CE SOIL STABILIZATION BLANKETS & MATTING B/M3.36 FLEXAMAT DETAIL SHEET C2-201 FM OUTLET PROTECTION3.18 SF OP EMERGENCY SPILLWAY DETAIL SHEET C2-202 ES SEDIMENT BASIN D03 SCALE: 1" = 40' UPSTEAM DIVERSION BERM (TYP.) UPSTEAM DIVERSION BERM (TYP.) FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©ESC NOTESC2-200 PROJECT DESCRIPTION THE SUBJECT SITE IS LOCATED IN SOUTHERN FREDERICK COUNTY. THE SITE IS LOCATED SOUTH OF MARLBORO ROAD, NORTH OF KLINES MILL ROAD, AND IS INTERSECTED BY HITES ROAD. THE PROPOSED DEVELOPMENT INVOLVES IMPROVEMENTS ASSOCIATED WITH ~80 MW UTILITY-SCALE SOLAR FACILITY. THE PROJECT AREA CONSISTS OF ±518 ACRES OF WHICH ±416 ACRES WILL BE DISTURBED. SITE WORK CONSISTS OF CLEARING, GRADING, INSTALLATION OF SOLAR PANELS, TRACKERS, AND INVERTERS, AND GRAVEL ROAD CONSTRUCTION. ACCESS WILL BE PROVIDED FROM CLARK ROAD, WHICH IS NORTH OF HITES ROAD AND BUFFALO MARSH ROAD. CONSTRUCTION IS EXPECTED TO BEGIN IN 2023 ONCE THE SITE PLANS ARE PERMITTED. THE CONSTRUCTION WILL THEN CONTINUE UNTIL THE REMAINDER OF THE PROJECT IS COMPLETED. COMPLETION OF CONSTRUCTION IS ANTICIPATED IN 2024. EXISTING SITE CONDITIONS CURRENTLY, THE SUBJECT SITE CONSISTS OF PASTURE LANDS. THE OVERALL TOPOGRAPHY OF THE SITE CONSISTS OF ROLLING HILLS AND VALLEYS RANGING FROM 2% TO 25% SLOPE. ADJACENT AREAS THE SITE IS BOUND BY BUFFALO MARSH ROAD TO THE NORTHWEST, HITES ROAD ON THE EAST, AND CLARK ROAD ON THE SOUTH. THERE IS SPARSE RESIDENTIAL DEVELOPMENT IN THE AREA, PRIMARILY ALONG HITES ROAD BORDERING THE EASTERN PORTION OF THE SITE. SOILS THE SITE LIES MOSTLY WITHIN OAKLET SILT LOAM SOILS WITH 7-15% SLOPES. PER THE NATURAL RESOURCES CONSERVATION SERVICE, THE FOLLOWING SOILS ARE LOCATED ON-SITE: CARBO-OAKLET, CARBO-OAKLET-ROCK, FREDERICK-POPLIMENTO LOAMS, NICHOLSON SILT LOAM, AND OAKLET SILT LOAM. CRITICAL AREAS CRITICAL AREAS TYPICALLY INCLUDE AREAS OF STEEP SLOPES AND AREAS ADJACENT TO WETLANDS. STOCKPILING ANY SOIL OR OTHER MATERIAL THAT IS STOCKPILED SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN ACCORDANCE WITH VESCH MINIMUM STANDARD #2. THE SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2H:1V. PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH VESCH MINIMUM STD. AND SPEC. 3.31 (TEMPORARY SEEDING) IF IT IS TO REMAIN DORMANT FOR LONGER THAN 30 DAYS (REFER TO VESCH MINIMUM STANDARDS #1 AND #2). EXCAVATED MATERIAL FROM TEMPORARY BASINS SHALL BE STOCKPILED AS NOTED ABOVE OR USED ON SITE IMMEDIATELY. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING WITHIN SEVEN DAYS FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE IN OTHER AREAS WITH SEED MIXES THAT COMPLY WITH STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE VESCH HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. STORMWATER MANAGEMENT STORMWATER QUALITY DESIGN: THE STORMWATER QUALITY WILL BE MET THROUGH PLACING OPEN SPACE/FOREST IN A CONSERVATION EASEMENT. STORMWATER QUANTITY DESIGN: THE STORMWATER QUANTITY DESIGN WILL BE MET THROUGH THE USE OF DETENTION AND CONVERTING SOME SEDIMENT BASINS TO PERMANENT WET PONDS. REFER TO STORMWATER MANAGEMENT REPORT FOXGLOVE SOLAR PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC. FOR ADDITIONAL INFORMATION. MAINTENANCE BETWEEN THE TIME THE EROSION CONTROL PLAN IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND EROSION CONTROLS MUST BE INSPECTED NOT LESS THAN ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 48 HOURS OF A RUNOFF PRODUCING RAINFALL EVENT. EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION, EACH INSPECTOR MUST EVALUATE OVERALL EROSION CONTROL SYSTEM PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. ·LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE-DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE RELEASE POTENTIAL. ·SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE OF THE BARRIER. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. ·INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. ·GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED FINAL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ·ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING IMPACTS TO RECEIVING WATERS. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THE PROTECTION OF DOWNSTREAM WATERS. IF SEDIMENT IS DISCHARGED, THE GENERAL CONTRACTOR SHALL REPAIR AND REMOVE SEDIMENT AT NO COST TO THE OWNER. BASED UPON THE RESULTS OF THE INSPECTIONS, EACH EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REPAIRED AND/OR MAINTAINED (COST TO REPAIR/MAINTAIN SHALL BE INCLUDED IN THE CONTRACTORS BID PRICE) IN ACCORDANCE WITH THE MAINTENANCE REQUIREMENTS SPECIFIED IN THE CORRESPONDING SECTION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THIS HANDBOOK ON SITE AT ALL TIMES DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, THE OWNER WILL BE RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP FOR ALL PERMANENT STORM WATER FACILITIES, EASEMENTS, ROADS, LANDSCAPING, AND FENCING. MINIMUM STANDARDS (9VAC25-840-40) THE CODE SECTION MENTIONED ABOVE REFERENCES 9VAC25-870-66 AND PROVIDES THAT COMPLIANCE WITH THE VSMP WATER QUANTITY REGULATIONS SATISFIES MS-19. AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OF 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 30 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 STOCKPILES 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 DIVERSION 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. 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. A. 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 TWENTY-FIVE 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 SUED 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 REGULATIONS PERTAINING TO WORK 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 THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS 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 LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURE 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 INCREASE 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: 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 ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTIONS; 2. OR ·NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS OR CAUSE EROSION OF CHANNEL BED OR BANKS; AND ·ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-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 ·PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-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 CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR 2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR 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 TEN-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 PLAN-APPROVING 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 OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY 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 RUNOFF 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 62.1-44.15:52A 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 ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION OR ARE EXEMPT PURSUANT TO SUBDIVISION C7 OF 62.1-44.15:34 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. STAGING AREA AND LAYDOWN YARDS STAGING AREAS, LAYDOWN YARDS, AND CONSTRUCTION TRAILER LOCATIONS TO BE COORDINATED WITH COUNTY IN THE FIELD. ALL TEMPORARY LAYDOWN YARDS TO BE DEMOLISHED AND RESTORED TO EXISTING CONDITION BEFORE PERMANENT STABILIZATION OF SITE. EROSION CONTROL MEASURES THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. 3.05 SILT FENCE - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 3.14 TEMPORARY SEDIMENT BASIN - A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGE WAY IN ORDER TO DETAIN SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT PRIOR TO RELEASE. SEDIMENT BASINS SHOULD BE USED IN CONJUNCTION WITH EROSION CONTROL PRACTICES SUCH AS TEMPORARY SEEDING, MULCHING, DIVERSION DIKES, ETC. TO REDUCE THE AMOUNT OF SEDIMENT FLOWING INTO THE BASIN. SEDIMENT BASINS, ALONG WITH OTHER PERIMETER CONTROLS INTENDED TO TRAP SEDIMENT, SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISURBANCE TAKES PLACE. 3.17 STORMWATER CONVEYANCE CHANNEL - DESIGNED WATERWAY LINED WITH APPROPRIATE VEGETATION OR STRUCTURAL MATERIAL USED TO SAFELY CONVEY STORMWATER RUNOFF WITHIN OR AWAY FROM A DEVELOPING AREA. THE PURPOSE OF A STORMWATER CONVEYANCE CHANNEL IS TO PROVIDE FOR THE CONVEYANCE OF CONCENTRATED SURFACE RUNOFF WATER TO A SYSTEM WITHOUT DAMAGE FROM EROSION. 3.19 RIPRAP - A PERMANENT, EROSION-RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER FABRIC OR GRANULAR UNDERLYING. THE PURPOSE IS TO PROTECT THE SOIL FROM THE EROSIVE FORCES OF CONCENTRATED RUNOFF AND TO SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING THE POTENTIAL FOR INFILTRATION. 3.20 ROCK CHECK DAMS - SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH. THE PURPOSE OF ROCK CHECK DAMS ARE TO REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY REDUCING EROSION OF THE SWALE OR DITCH. THIS PRACTICE ALSO TRAPS SEDIMENT GENERATED FROM ADJACENT AREAS OR THE DITCH ITSELF, MAINLY BY PONDING OF THE STORMWATER RUNOFF. FIELD EXPERIENCE HAS SHOWN IT TO PERFORM MORE EFFECTIVELY THAN SILT FENCE OR STRAW BALES IN THE EFFORT TO STABILIZE "WET-WEATHER" DITCHES. CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH RUNOFF-PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. 3.31 TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN LONGER THAN 30 DAYS AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. 3.32 PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. A. PREPARATION FOR SEEDING: -ALL PERMANENT SEEDING AREAS SHALL INCORPORATE LIME AND FERTILIZER AT THE FOLLOWING RATES, OR PER SOIL TESTING REPORTS: -LIME: 50 LBS PER 1,000 SQUARE FEET FERTILIZER: 30 LBS PER 1,000 SQUARE FEET -IMMEDIATELY PRIOR TO SEEDING, ALL AREAS SHALL BE PREPARED WITH SHERMAN GILL PULVERIZER.ROLLER, OR EQUAL, TO PRODUCE A SMOOTH UNIFORM SURFACE, TRUE TO GRADE AND LOOSENED TO A DEPTH OF 3 INCHES. -ALL PERMANENT SEEDING AREAS SHALL BE INSPECTED BY THE ENGINEER IMMEDIATELY PRIOR TO SEEDING. THE CONTRACTOR SHALL SCHEDULE THIS INSPECTION. ANY DEFICIENCIES ARE TO BE CORRECTED AS DIRECTED BY THE ENGINEER PRIOR TO SEEDING. B. SEEDING: -ALL PERMANENT SEEDING SHALL BE PERFORMED TO MAXIMIZE THE CHANCES OF GERMINATION. -ALL SEEDED AREAS SHALL BE CONSTANTLY MOIST TO ASSURE PROPER GERMINATION AND GROWTH. -ALL AREAS WHICH HAVE NOT DEVELOPED AN EVEN, SATISFACTORY STAND OF GRASS, FREE OF BARE SPOTS, SHALL BE RESEEDED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. THIS OPERATION WILL REPEAT UNTIL COMPLETE COVERAGE IS OBTAINED. -SEED MIX TO BE A BERMUDA MIX AND APPROVED BY THE LANDSCAPE ARCHITECT. C. MULCHING: MULCH SHALL BE WHEAT OR OAT STRAW SPREAD BY HAND OR MACHINE. FIBER MULCH IS ALSO ACCEPTABLE. FIBER MAY ALSO BE USED TO TACK (ANCHOR) STRAW MULCH ON STEEP SLOPES AND CRITICAL AREAS. 3.36 SOIL STABILIZATION BLANKETS AND MATTING - THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE. THE PURPOSE IS TO AID IN CONTROLLING EROSION ON CRITICAL AREAS BY PROVIDING A MICROCLIMATE WHICH PROTECTS YOUNG VEGETATION AND PROMOTES ITS ESTABLISHMENT. IN ADDITION, SOME TYPES OF SOIL STABILIZATION MATS ARE ALSO USED TO RAISE THE MAXIMUM PERMISSIBLE VELOCITY OF TURF GRASS STANDS IN CHANNELIZED AREAS BY "REINFORCING THE TURF" TO RESIST THE FORCES OF EROSION DURING STORM EVENTS.MAINTENANCE BETWEEN THE TIME THE EROSION CONTROL PLAN IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND EROSION CONTROLS MUST BE INSPECTED NOT LESS THAN ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 48 HOURS OF A RUNOFF PRODUCING RAINFALL EVENT. EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION, EACH INSPECTOR MUST EVALUATE OVERALL EROSION CONTROL SYSTEM PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. ·LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE-DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE RELEASE POTENTIAL. ·SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE OF THE BARRIER. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. ·INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. ·GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED FINAL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ·ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING IMPACTS TO RECEIVING WATERS. BASED UPON THE RESULTS OF THE INSPECTIONS, EACH EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REPAIRED AND/OR MAINTAINED IN ACCORDANCE WITH THE MAINTENANCE REQUIREMENTS SPECIFIED IN THE CORRESPONDING SECTION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THIS HANDBOOK ON SITE AT ALL TIMES DURING CONSTRUCTION. STOCKPILING - TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN ACCORDANCE WITH MINIMUM STANDARD #2. THE SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2H:1V. PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. AND SPEC. 3.31 (TEMPORARY SEEDING). IF IT IS TO REMAIN DORMANT FOR LONGER THAN 30 DAYS (REFER TO MINIMUM STANDARD #1 AND #2). PERMANENT STABILIZATION PERMANENT STABILIZATION WILL BE ACHIEVED WITH SEEDING AS SHOWN ON THE LANDSCAPING AND EROSION CONTROL PLAN SHEETS OF THE SITE PLAN FOR ALL VEGETATED OR LANDSCAPING AREAS. CONCRETE, PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 1: 1. VISUAL MEASURES SHALL BE TAKEN TO DESIGNATE LIMITS OF WORK INCLUDING FLAGGING THE WETLANDS AND CONSERVED OPEN SPACE AREA. THIS MUST BE DONE PRIOR TO ANY LAND DISTURBING ACTIVITY, INCLUDING INSTALLATION OF EROSION AND SEDIMENT CONTROL (ESC) MEASURES. 2. ONLY CONSTRUCTION ACTIVITIES ASSOCIATED WITH INSTALLATION OF ESC MEASURES WITHIN THE LIMITS OF DISTURBANCE ARE ALLOWED. UNDER NO CONDITIONS ARE ANY CONSTRUCTION ACTIVITIES TO OCCUR OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT APPROVAL FROM THE ENGINEER OF RECORD AND FREDERICK COUNTY. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE, ONLY DISTURBING THE AREA NEEDED TO INSTALL THE ENTRANCE. 4. BEGIN INSTALLING THE REQUIRED ESC PERIMETER CONTROLS BASED ON THE DRAINAGE BASINS DEFINED IN THE EROSION CONTROL PLANS. ONLY DISTURB THE AREA NEEDED TO INSTALL THESE ITEMS. 5. AS THE PERIMETER CONTROLS ARE INSTALLED AND THE UPSTREAM DRAINAGE BASINS ARE PROTECTED, CONTRACTOR MAY MOVE ONTO THE ADJACENT DRAINAGE BASIN AREA AND INSTALL THE REQUIRED MEASURES. CONTINUE THIS METHOD THROUGHOUT THE ZONE OF WORK. 6. MAINTAIN SITE PROTECTION AND STABILIZED CONSTRUCTION ENTRANCES INSTALLED. PHASE 2: 1. AS THE UPSTREAM DRAINAGE BASINS ARE PROTECTED AND WITH THE APPROVAL OF THE COUNTY INSPECTOR, ONLY THEN CAN THE CLEARING AND GRUBBING COMMENCE WITHIN THE PROTECTED DRAINAGE BASIN. NO WORK SHALL BE DONE OUTSIDE OF THE DRAINAGE BASINS THAT ARE PROTECTED EXCEPT FOR INSTALLATION OF ADDITIONAL PERIMETER CONTROLS. AS ADDITIONAL DRAINAGE BASINS ARE PROTECTED, CLEARING AND GRUBBING CAN CONTINUE INTO THESE AREAS OF THE ZONE OF WORK. 2. ONCE THE CLEARING, GRUBBING, AND DE-STUMPING ARE COMPETE IN EACH DRAINAGE AREA, COMMENCE GRADING PER THE GRADING PLANS. 3. ONCE GRADING IS COMPLETE, AREAS SHALL BE TEMPORARILY SEEDED WITHIN 7 DAYS OF ACHIEVING FINAL ELEVATION. 4. BEGIN GRADING AND CONSTRUCTING ROADS AND PAD. 5. PROVIDE PERMANENT SEEDING TO GRADED AREAS AS REQUIRED. 6. ALL STOCKPILES ARE TO BE REMOVED AS PART OF THE PERMANENT STABILIZATION OF THE SITE. SOIL STOCKPILED NEXT TO ROAD WILL BE USED TO BACKFILL THE HOLE CREATED BY REMOVING THE GRAVEL ROAD 7. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY AFTER SITE IS FULLY STABILIZED), ONCE APPROVED BY THE COUNTY INSPECTOR. A: STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. NOTE: THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS A GENERAL OVERVIEW AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC FLOW WIRE FLOW ..4" TYPICAL PARABOLIC DIVERSION TYPICAL TRAPEZOIDAL DIVERSION TYPICAL VEE-SHAPED DIVERSION 10% SETTLEMENT0.3' FREE BOARD DESIGN FLOW DEPTH DESIGN FLOW DEPTH 10% SETTLEMENT0.3' FREE BOARD 10% SETTLEMENT0.3' FREE BOARD DESIGN FLOW DEPTH SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.12-1Do3DoAA PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL D0.5% La SECTION A-A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER DoA A NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18A. 3. D=1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.18-1 La PLAN VIEW SECTION A-A DFILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3Do (MIN.)PIPE OUTLET TO WELL DEFINED CHANNEL 2 ACRES OR LESS OF DRAINAGE AREA:3'6"3'6"2:1 CLASS I RIPRAP3'VDOT #1 COARSE AGGREGATE FILTER CLOTH (OPTIONAL) VDOT #1 COARSE AGGREGATE FILTER CLOTH (OPTIONAL) FLOW FLOW 2-10 ACRES OR LESS OF DRAINAGE AREA: (DOWNSTREAM VIEW) (DOWNSTREAM VIEW) 2:1 3'SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.20-1 SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.05-1 A B L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.20-2 N.T.S ROCK CHECK DAM3 N.T.S SPACING BETWEEN CHECK DAMS4 N.T.S SILT FENCE WITH WIRE SUPPORT2 N.T.S DIVERSIONS5 L NOT TO BE LESS THAN 25' IN STEEP SLOPE AREAS 0.5% 0.5%0.5% PLUNGE POOL PLUNGE POOL RIPRAP LEVEL SPREADER 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.02-1 DRAIN SPACEREINFORCED CONCRETE FILTER CLOTH POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE VDOT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SECTION B-B SECTION A-A PLAN VIEW SIDE ELEVATION WASH RACK EXISTINGPAVEMENTEXISTING GROUND FILTER CLOTH MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT 5:1.3' N.T.S STONE CONSTRUCTION ENTRANCE1 RIPRAP LEVEL SPREADER *6" CHECK DAM ONLY REQUIRED WHERE OUTFALL IS WITHIN THE RPA OR 50' UPLAND BUFFER N.T.S STORMWATER CONVEYANCE CHANNEL7 N.T.S RIP-RAP OUTLET PROTECTION6 FLEXAMAT SECTIONS MEET, INSTALL TIGHT TO ONE ANOTHER CURLEX II UNDERLAYMENT SEAM MINIMUM, 12" UNDER EACH MAT. VARIES 18" VERTICAL ANCHOR TRENCH 18" 18" VERTICAL ANCHOR TRENCH VARIES COMPACTED SUBGRADE FLEXAMAT® FLEXAMAT 12" 12"FLEXAMAT INFORMATIONManufacturer: ® Product Name: Address: Telephone: Fax: Email : Website: Motz Enterprises, Inc. Flexamat 3153 Madison Road Cincinnati, Ohio 45209 513-772-6689 513-772-6690 Info@Flexamat.com www.Flexamat.com CONSTRUCTION NOTES: 1. GRADE A UNIFORM SUBGRADE. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF STICKS, ROOTS, OR DEBRIS OF ANY KIND. THE PREPARED SURFACE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION FOR THE MATS. 2. PRIOR TO INSTALLING THE FLEXAMAT, SEED THE SLOPE WITH SITE SPECIFIC SEED. 3. INSTALL FLEXAMAT ROLLS. IT IS RECOMMENDED THAT THE MAT SHALL EXTEND 2' PAST THE CREST OF SLOPE. TOP EDGE OF MAT SHALL BE ANCHORED 18" VERTICALLY IN ANCHOR TRENCH. THE MAT SHALL EXTEND A MINIMUM OF 2' BEYOND TOE. 4. ABUT EACH SECTION OF MAT TIGHTLY TO THE PREVIOUS SECTION. INSTALL A CURLEX II ECB UNDER THE ABUTTED FLEXAMAT PANELS, BRIDGING THE SEAM EQUALLY SO THAT A MINIMUM OF 12"" OF THE ECB IS UNDER EITHER MAT. IF THE EDGE OF THE FLEXAMAT IS EXPOSED TO SHEET FLOW, RECESS THE OUTSIDE 2 ROWS OF BLOCKS.GRADE THE CHANNEL SO THE OUTSIDE EDGES ARE HIGHER THAN THE CENTER OF THE CHANNEL AND THE FLOW IS CONTAINED WITHIN THE MAT. WHEN THE AREA OUTSIDE THE FLEXAMAT ARMOR IS DISTURBED, COVER THE SURFACE WITH STRAW, HYDROMULCH, EROSION CONTROL MATTING OR SOD TO PREVENT RILLS ALONG THE OUTSIDE EDGE. ROLL WIDTH LONGER THAN 50' OVERLAP (3 BLOCKS) 18" LENGTH, 2.5" DEEP. INFILL OVERLAPPED MAT WITH TOP SOIL. 18", #3 REBAR OR APPROVED ZIP TIE. CONSTRUCTION NOTES: 1. AN ENGINEER OR MANUFACTURES REPRESENTATIVE SHALL BE ONSITE FOR THE START OF THE INSTALLATION. 2. GRADE THE SITES SO THAT WATER WILL NOT FLOW ABOVE, BELOW, 0R AROUND THE OUTSIDE OF THE AREA PROTECTED WITH FLEXAMAT. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALLBE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. 3. APPLY SITE SPECIFIC SEED, INCLUDING NATIVE GRASSES DIRECTLY TO THE PREPARED SOIL PRIOR TO FLEXAMAT INSTALLATION. 4. FLEXAMAT ROLLS ARE AVAILABLE IN WIDTHS OF 4', 5.5', 8', 10', 12', & 16'. IT IS THE MANUFACTURERS RECOMMENDATION TO UTILIZE THE WIDEST MATS POSSIBLE TO REDUCE AN ABUNDANCE OF SEAMS OROVERLAPS. a. TO ACHIEVE WIDER WIDTHS, INSTALL MATS ADJACENT TO ONE ANOTHER. INSTALL ADDITIONAL UNDERLAYMENT UNDER ALL ADJOINING MATS. A MINIMUM OF 12” OF UNDERLAYMNET SHALL EXTEND UNDER EACH SIDE OF THE MAT AND DIRECTLY AGAINST THE SUBGRADE. b. INSTALL 18” #3 REBAR U-ANCHORS OR STAINLESS STEEL ZIP TIES IN 3' INCREMENTS THE LENGTH OF THE LONGITUDINAL SEAM. 5. AT THE BEGINNING OF THE FLEXAMAT, TRANSITION THE INITIAL LEADING EDGE PROPERLY WITH EROSION MATTING OR SOD. IF EXPOSED TO CONCENTRATED FLOWS EMBED 18" VERTICALLY INTO THE SUB GRADE TO SERVE AS AN ANCHOR TRENCH. THE TRENCH SHALL BE FILLED AND COMPACTED WITH SUITABLE FILL OR OTHER (AS SPECIFIED BY EOR). 6. FOR ADDITIONAL SECTIONS OF MAT, OVERLAP THE DOWNSTREAM SECTION 18" WITH UPSTREAM SECTION OF MAT. PRIOR TO INSTALLING OVERLAP, FLIP UPSTREAM MAT BACK 24". EXCAVATE 2.25" OF SOIL 18" FROM END OF UPSTREAM MAT. DOWNSTREAM SECTION IS LAID IN THE SHALLOW TRENCH. LIGHTLY SPREAD TOPSOIL, SEED AND FERTILIZER OVER INITIAL EDGE. FLIP END OF UPSTREAM MAT OVER THE SOILCOVERED INITIAL LEADING EDGE OF DOWNSTREAM MAT. 7. INSTALL 18" U-ANCHORS IN 3' INCREMENTS ACROSS THE OVERLAP. INSTALL ANCHORS DIRECTLY BEHIND BLOCKS. "U" ANCHORS CONSIST OF #3 REBAR "U" ANCHOR WITH 18" LEGS. 8. AT THE END OF THE ARMORED CHANNEL, EMBED THE MAT 18" IN A TERMINATION TRENCH. FILL AND COMPACT TERMINATION TRENCH WITH SOIL (DETERMINED BY EOR). OVERLAND FLOW ® N.T.S FLEXAMAT STANDARD CHANNEL DETAIL8 N.T.S FLEXAMAT SLOPE ARMORING DETAIL9 ® *WHERE DENOTED IN THE PLANS, CONTRACTOR TO USE FLEXAMAT OR APPROVED EQUIVALENT N.T.S SUPER SILT FENCE10 DESIGN DITCH DEPTH: 2' 3:1 SIDE SLOPES SOURCE: KIMLEY-HORN MODIFIED DETAIL OF VESCH 3.12-1 CHANNEL TO HAVE MINIMUM 2% LONGITUDINAL SLOPE UNLESS OTHERWISE NOTED ON C2-203 MAXIMUM FLOW DEPTH: 1' BLANKETS & MATTING LINING FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©ESC DETAILSC2-201 FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS.NOTE: SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT.3'OVERLAPAT ROLLTERMINALMI N . 6 " O V E R L A P5'5'2' 4'1'DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE TOE MAINTAIN SLOPE ANGLE TREATMENT-2 POLYPROPELYNE NON-WOVEN (NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH (BEHIND TREATMENT-2) SOIL BOTTOM OF CUT SLOPE FILTER CL O T H 4' A B O V E SOURCE O F W A T E R (AQUIFIE R ) SLOPE LINING (WET SLOPE) SLOPE LINING (DRY SLOPE)TOP OF CUT SLOPE TREATMENT-2 BOTTOM OF FILL SLOPE BOTTOM OF CUT SLOPE 2' 4' OR SHOULDER BREAK POINTSOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.36-5 STAKE STAPLE PIN 1) 1X4 TRIANGULAR SURVEY STAKE- MINIMUM 10" IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER IS THROUGH TO PROVIDE A "PINBALL EFFECT" TO HELP SLOW THE VELOCITY. 2) 11 GAUGE STEEL - MINIMUM 1' WIDE BY 6" IN LENGTH STEEL STAPLE - 2"x8" STAPLE MAY BE REQUIRED IN CERTAIN SOIL CONDITIONS. 3) STEEL PINS - 316 DIAMETER STEEL PIN BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON TOP.3/16" DIA. STEEL PIN 2" DIA. WASHER N.T.S INSTALLATION OF TREATMENT 2 SOIL MATTING6 N.T.S SOIL STABILIZATION MATTING (EC-3)5 SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.36-3 SITE SPECIFIC NOTES: 1. MATTING TO BE PLACED ALONG SEDIMENT BASIN/TRAP SLOPES UPSLOPE OF PERMANENT POOL ELEVATION. 2. MATTING TO BE USED IN WINTER AND SUMMER SEASONS WITH SEEDING TO ENCOURAGE GROWTH AND STABILIZE SLOPES. SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.38-2 N.T.S TREE PROTECTION4 TRASH RACK STEEL BASE CONCRETE RISER OUTFALL BARREL DEWATERING DEVICE PERFORATIONS TO START AT PERMANENT POOL ELEVATION CONCRETE SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.14-14 *DEWATERING DEVICE *DEWATERING DEVICE TO BE INSTALLED ON ONLY ONE RISER PER BASIN N.T.S. RISER STRUCTURE WITH ORIFICE7 N.T.S RISER CONCRETE BASE9 N.T.S VDOT STORMWATER MANAGEMENT DETAIL (SWM) DETAIL 3021 N.T.S BARREL SPACING DETAIL WITH OUTLET PROTECTION8 N.T.S EMERGENCY SPILLWAY CROSS SECTION10 N.T.S BLANKET DRAIN2 N.T.S CONCRETE CRADLE PIPE BACKFILL3 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©ESC DETAILSC2-202 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©ESC SPREADSHEETSC2-203 SB-C03 SB-C04 * DITCHES WITH AVERAGE SLOPES UNDER 2% ARE GRADED TO MAXIMUM SLOPE POSSIBLE GIVEN THE EXISTING TOPOGRAPHY IN THOSE AREAS RISER CREST DEWATERING DEVICE PERFORATION ELEVATION DRY STORAGE 67 C.Y./AC EXISTING GROUND ELEVATION 0.5' *SEDIMENT CLEANOUT POINT (TO BE MARKED ON RISER) MIN. 1' DESIGN HIGH WATER (25-YR. STORM ELEV.) SOURCE: KIMLEY-HORN MODIFIED DETAIL OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.14-2 N.T.S TEMP. SEDIMENT BASIN WITH EMERGENCY SPILLWAY1 N.T.S PRINCIPLE SPILLWAY DESIGN2 *SEDIMENT CLEANOUT POINT WET STORAGE REDUCED TO 34 C.Y./AC RISER SEDIMENT CLEANOUT POINT TO BE MEASURED FROM WET STORAGE ELEVATION WET STORAGE 67 C.Y/AC. NOTE: ALL GRADING, COMPACTION, FILL, AND EMBANKMENTS SHALL BE PER THESE PLANS AND THE GEOTECHINICAL REPORT. COMPACTION TO BE FIELD VERIFIED BY A QUALIFIED GEOTECHNICAL ENGINEER. CREST OF EMERGENCY SPILLWAY B F E C D H I BOTTOM ON BASIN ELEVATIONA TOP OF EMBANKMENT ELEVATION G WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL IIZONING: RA261.58 AC. / 11,394,446 S.F.ADDRESS NOT ON FILE WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL IIZONING: RA261.58 AC. / 11,394,446 S.F.ADDRESS NOT ON FILE ALFRED L. SNAPP, JR.AND BETTY VONN SNAPPD.B. 734, PG. 941TM #84-A-40APARCEL IIZONING: RA45.99 AC. / 2,003,231 S.F.833 CLARK ROAD WOODBINE FARMS, INC.D.B. 307 PG. 588TM #84-A-50PARCEL I 196.81 AC. / 8572863 S.F. 829 VAUCLUSE ROAD WOODBINE FARMS, INC.D.B. 386 PG. 511TM #84-A-29PARCEL IIIZONING: RA96.78 AC. / 4,215,709 S.F.718 KLINES MILL ROAD LEVI J. GORE ANDKEIGHLEY C. GOREINST. #130004336TM #84-A-39ZONING: RA1.93 AC. / 84,002 S.F. (APPROX.)856 HITES ROAD ALFRED L. SNAPP AND SON, INC.D.B. 749, PG. 656TM #84-A-40PARCEL IZONING: RA68.77 AC. / 2995746 S.F. (APPROX.)943 CLARK ROAD EX. 15" CMPINV. IN = 816.36'INV. OUT = 816.17' EX. 15" RCPINV. IN = 818.48'INV. OUT = 817.52' EX. 15" RCPINV. IN = 805.19'INV. OUT = 804.14' EX. 1 5 " R C P INV. I N = 7 7 2 . 7 1 ' INV. O U T = 7 7 1 . 6 2 ' EX. 1 5 " C M P INV. I N = 7 6 1 . 6 0 ' INV. O U T = 7 6 1 . 0 0 ' EXISTING WELLTO BE CAPPEDAND REMAIN EXISTING WELLTO BE CAPPEDAND REMAIN EXISTING OHETO BEREMOVED/RELOCATEDBY OTHERS EX. STREAMBUFFALOMARSH RUN LODLODLODLODLOD LODLODLODLOD LODLODLOD LODLODLO D LODLODLODLODLODLODL O D LODLODLO D LODL O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK C3-001 C3-003 C3-002 C3-004 C3-005 C3-006 C3-009 C3-007 C3-008 C3-001 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-000OVERALL SITE GRADING ANDDRAINAGENORTH MAR L B O R O R D ROU T E 6 3 1 (40' R / W ) SPE E D L I M I T : 5 5 M P H D.B. 6 0 6 , P G . 8 LODLODLODFP FPFPFPFPMATCHLINE, SHEET C3-00160.0' RIGHT-OF-WAY SETBACKR50.0' RIGHT-OF-WAY LINE PROPOSED VDOT ENTRANCE 2650' TO VDOT INTERSECTION MIDDLE ROAD ROUTE 628 2150' TO VDOT INTERSECTION HITES ROAD ROUTE 625 200' VARIABLE WIDTH PROPERTY LINE SETBACK LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD FPFPFPFPFPFPFP FPFPFPFPFPFPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPMATCHLINE, SHEET C3-003 MATCHLINE, SHEET C3-001 VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C3-002 12.0' GRAVEL ROAD (TYP)2.0' ROAD SHOULDER (TYP) 50.0' P R O P E R T Y S E T B A C K CULVERT A1 43 LF OF 18" RCP CULVERT A2 3 - 64 LF OF 24" RCP CONTRACTOR TO MATCH EXISTING GRADE WITHIN FLOODPLAIN 100'50'200' CONTRACTOR TO ARMOR EXISTING CROSSING WITH FLEXAMAT AND MATCH EXISTING GRADE. NO DISTURBANCE PERMITTED IN WETLANDS.FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-001SITE GRADING ANDDRAINAGE PLANLEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH VARIABLE WIDTH PROPERTY LINE SETBACK LODLODLODLODLODLODLODLODLODLODLODMATCHLINE, SHEET C3-003MATCHLINE, SHEET C3-001 VARIABLE WIDTH PROPERTY LINE SETBACK 12.0' GRAVEL ROAD (TYP) 100. 0 'PR O P E R T Y SET B A C K 50.0' PROPE R T Y S E T B A C K PROP. TOP OF PAD ELEV.: 814.10' 50'100'100'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-002SITE GRADING ANDDRAINAGE PLANLEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH VARIABLE WIDTH PROPERTY LINE SETBACK LOD LOD LODLODLODLODL O D LO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLODFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP MATCHLINE, SHEET C3-001 MATCHLINE, SHEET C3-004 VARIABLE WIDTH PROPERTY LINE SETBACK ALL 2:1 SLOPES TO BE SODDED AND STAKED P-B05 P-B06 P-B07 P-B08<<<<<<<<<< < <<< < SCCB6 SCCB7 P-B04 MATCHLINE, SHEET C3-00212.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER (TYP) 200.0 ' P R O P E R T Y S E T B A C K NORTHING: 7077706.10 EASTING: 11545004.27 NORTHING: 7077379.98 EASTING: 11544713.00 NORTHING: 7076360.28 EASTING: 11544649.33 NORTHING: 7076720.70 EASTING: 11544408.17 CULVERT B8-1 40 LF OF 12" RCP CULVERT B5-1 40 LF OF 12" CLASS V RCP CULVERT B5-2 32 LF OF 12" CLASS V RCP CULVERT B5-3 4 - 33 LF OF 12" CLASS V RCP CULVERT B5-4 3 - 117 LF OF 12" RCP CULVERT B5-5 47 LF OF 12" RCP R60.0' (T Y P)76.0' (TYP)CULVERT B5-6 2 - 88 LF OF 24" RCP PROP. TOP OF PAD ELEV.: 814.10' PROP. TOP OF PAD ELEV.: 810.00' PROP. TOP OF PAD ELEV.: 808.69' PROP. TOP OF PAD ELEV.: 829.00' PROP. TOP OF PAD ELEV.: 817.25' TURF REINFORCEMENT MATTING (TYP. IN ALL ROADSIDE DITCHES) 20 0 '100'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-003SITE GRADING ANDDRAINAGE PLANLEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH LO W LO W LO W VARIABLE WIDTH PROPERTY LINE SETBACK LODLOD LOD LODLODLODLODLOD LODLODL O D L O D LOD LODL O D L O D LOD LOD LOD LODLODLO D LODL O D LODLODLODLODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPMATCHLINE, SHEET C3-003 VARIABLE WIDTH PROPERTY LINE SETBACK ALL 2:1 SLOPES TO BE SODDED AND STAKED P-B09 P-B10 < < < < < < SCCB9 <SCCC1 MATCHLINE, SHEET C3-005 200.0' PROPE R T Y S E T B A C K NORTHING: 7076360.28 EASTING: 11544649.33 NORTHING: 7076034.70 EASTING: 11544357.03 NORTHING: 7075531.03 EASTING: 11544289.86 CULVERT B10 2 - 120 LF OF 18" RCP CULVERT B8-2 3 - 43 LF OF 18" RCP R 6 0 . 0 ' ( T Y P ) PROP. TOP OF PAD ELEV.: 815.71' 100' 200' LIMITS OF WORK TURF REINFORCEMENT MATTING INSTALLTION ONLY, NO GRADING TO BE PERFORMED IN THIS AREA FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-004 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH SITE GRADING ANDDRAINAGE PLAN LOW LOWLOWVARIABLE WIDTH PROPERTY LINE SETBACK CLARK RDROUTE 638 (30 ' PRESCR IPT IVE ESMT. )SPEED L IM IT : 55MPHINST . #200007426LODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLO D LO D LODL O D LODLODLODLODLO D LO D LO D L O D LO D LO D L O D LODLODLODLODLODLODLODFPFPFPFPMATCHLINE, SHEET C3-006MATCHLINE, SHEET C3-004 PROPOSED LANDSCAPE BUFFER NOT APPLICABLE ALONG FRONTAGE OF PARCEL 84-A-40A DUE TO BEING EXCLUDED FROM THE PROPOSED SOLAR FACILITY CONSTRUCTION LIMITS VARIABLE WIDTH PROPERTY LINE SETBACK P-C01 <<<<<<<<<<<<<SCCC4-B SCCC4-A SCCC3-A<SCCC-2A P-C02 P-C04<<<<<<<<<<<<<<<<SCCC-2B 12.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER (TYP) NORTHING: 7072263.36 EASTING: 11545925.72 EXISTING VDOT ENTRANCE PERMITTED WITH SWITCHYARD SITE PLAN CULVERT C2 4 - 40 LF OF 18" RCP R60.0' (TY P ) CULVERT SCC 2B 99 LF OF 12" RCP PROP. TOP OF PAD ELEV.: 827.15' PROP. TOP OF PAD ELEV.: 835.50'200'100'60'60'SWITCHYARD PADS TO BE INSTALLED PER FREDERICK COUNTY SITE PLAN #19-22 FOXGLOVE SOLAR - SWITCHYARD LIMITS OF WORK TURF REINFORCEMENT MATTING INSTALLTION ONLY, NO GRADING TO BE PERFORMED IN THIS AREA FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-005 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH SITE GRADING ANDDRAINAGE PLAN VARIABLE WIDTH PROPERTY LINE SETBACK VA U C L U S E R D - R O U T E 6 3 8 (30' P R E S C R I P T I V E E S M T . ) SP E E D L I M I T : 5 5 M P H IN S T . # 0 2 0 0 1 3 1 8 7 LODLODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LODLODLOD LODLOD LODLODLODLOD LOD LODLODLODLO D LO D LODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMATCHLINE, SHEET C3-007VARIABLE WIDTH PROPERTY LINE SETBACK P-C03 P-D03 P-D04<<<<<<<<<<<<<<<<<<<<SCCC4-A SCCC3 SCCC3-A SCCD3 SCCD4-B <<<<<<<< < < CWD <<<<<<MATCHLINE, SHEET C3-005MATCHLINE, SHEET C3-008 2.0' ROAD SHOULDER (TYP) 12.0' GRAVEL ROAD (TYP) NORTHING: 7072866.61 EASTING: 11548857.23 NORTHING: 7072064.72 EASTING: 11548143.83 CULVERT D6-1 4 - 55 LF OF 24" RCP CULVERT D6-2 4 - 52 LF OF 24" RCP CULVERT D4 2 - 58 LF OF 18" RCP CULVERT SCC D3 45 LF OF 18" RCP PROPOSED VDOT ENTRANCE CULVERT D3-3 2 - 98 LF OF 15" CLASS V RCP CULVERT D3-2 3 - 74 LF OF 18" CLASS V RCP CULVERT D3-1 48 LF OF 18" RCP 182 LF OF 30" RCP R60.0' (TY P ) PROP. TOP OF PAD ELEV.: 779.48' PROP. TOP OF PAD ELEV.: 793.61' PROP. TOP OF PAD ELEV.: 809.37' PROP. TOP OF PAD ELEV.: 809.93' PROP. TOP OF PAD ELEV.: 809.07' 12.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER (TYP) NORTHING: 7073437.63 EASTING: 11546469.59 50' UNDERGROUND ELECTRICAL EASEMENT MV ELECTRIC LINES TO CROSS VDOT RIGHT-OF-WAY, TO BE COORDINATED IN SEPARATE PERMIT ASSUMED LOCATION OF EXISTING PIPE. LOCATION, SIZE, AND INVERTS TO BE FIELD VERIFIED BY CONTRACTOR R60.0' (TYP)75'60'75'200'50'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-006 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED GRAVEL ROAD EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA SITE GRADING ANDDRAINAGE PLANNORTH TURF REINFORCEMENT MATTING VARIABLE WIDTH PROPERTY LINE SETBACK LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODMATCHLINE, SHEET C3-006VARIABLE WIDTH PROPERTY LINE SETBACK P-D02 MATCHLINE, SHEET C3-00850'X100' PERMANENT LAYDOWN AREA NORTHING: 7072315.08 EASTING: 11550017.44 CULVERT D2-2 2 - 93 LF OF 18" CLASS V RCP CULVERT D2-1 96 LF OF 18" CLASS V RCP 182 LF OF 30" RCP 2.0' ROAD SHOULDER (TYP.) 12.0' GRAVEL ROAD (TYP.) PROP. TOP OF PAD ELEV.: 764.41' 1 0 0 '60'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-007SITE GRADING ANDDRAINAGE PLANLEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH VARIABLE WIDTH PROPERTY LINE SETBACK W12. HITES RD ROUTE 625(40' R/W)SPEED LIMIT: 55 MPHDB 346, PG 229W12. HITES RD ROUTE625(40' R/W)DB 346, PG 229LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLO D L O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMATCHLINE, SHEET C3-007MATCHLINE, SHEET C3-006 MATCHLINE, SHEET C3-009 VARIABLE WIDTH PROPERTY LINE SETBACK P-D05 P-D01 P-E01 P-E02<<<<<<<<<<< SCCD1 SCCD4-A 12.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER (TYP) NORTHING: 7070599.06 EASTING: 11546930.46 NORTHING: 7070901.33 EASTING: 11546969.91 NORTHING: 7072064.72 EASTING: 11548143.83 NORTHING: 7070177.05 EASTING: 11546876.89 NORTHING: 7070126.99 EASTING: 11548169.46 CULVERT D1 44 LF OF 12" RCP LOW WATER CROSSING (SEE DETAIL SHEET C0-002)76.0' (TYP)CULVERT D2-3 3 - 48 LF OF 24" RCP PROP. TOP OF PAD ELEV.: 831.27' PROP. TOP OF PAD ELEV.: 826.98' PROP. TOP OF PAD ELEV.: 826.57' PROP. TOP OF PAD ELEV.: 772.58' PROP. TOP OF PAD ELEV.: 827.57' PROP. TOP OF PAD ELEV.: 818.19' PROP. TOP OF PAD ELEV.: 764.41' 10 0 ' 50'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-008 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH SITE GRADING ANDDRAINAGE PLAN VARIABLE WIDTH PROPERTY LINE SETBACK KLIN E S M I L L R D - R O U T E 6 3 3 (30' P R E S R I P T I V E R / W ) SPE E D L I M I T : 5 5 M P H D.B. 8 5 8 , P G . 7 9 5LODLODL O D L O D L O D L O D L O D LOD LODLODLODLODLO D LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK P-E04 P-E05 <<<<<<<<<<<<<<<<<<<<SCCE5 SCCE3 P-E03 <<< <<< < <<<<<<<<SCCE4 MATCHLINE, SHEET C3-008 2.0' ROAD SHOULDER (TYP) 12.0' GRAVEL ROAD (TYP) NORTHING: 7068778.32 EASTING: 11548430.78 NORTHING: 7067954.59 EASTING: 11547810.54 NORTHING: 7068986.15 EASTING: 11547292.50 CULVERT SCC E3 60 LF OF 24" RCP PROPOSED VDOT ENTRANCE CULVERT E4-2 63 LF OF 12" RCP CULVERT E4-1 73 LF OF 12" RCP PROP. TOP OF PAD ELEV.: 829.98' PROP. TOP OF PAD ELEV.: 808.14' PROP. TOP OF PAD ELEV.: 772.28'50'1 0 0 '60'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C3-009 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE PROPERTY SETBACK LINE LODLIMITS OF DISTURBANCE EXISTING CONTOUR EXISTING SLOPE PROPOSED CONTOUR PROPOSED SLOPE DELINEATED WETLAND WITH 50' BUFFER 6' SECURITY FENCE PROPOSED 12' GRAVEL ROAD WITH 2' SHOULDERS EXISTING ROAD PROPOSED SOLAR PANELS PROPOSED GATE PROPOSED INVERTER OHE EXISTING TREELINE EXISTING WIRE FENCE EXISTING EASEMENT LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED 10' OR EXISTING 50' VEGETATIVE BUFFER EXCLUSION AREA TURF REINFORCEMENT MATTING NORTH SITE GRADING ANDDRAINAGE PLAN WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL IIZONING: RA261.58 AC. / 11,394,446 S.F.ADDRESS NOT ON FILE WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL IIZONING: RA261.58 AC. / 11,394,446 S.F.ADDRESS NOT ON FILE ALFRED L. SNAPP, JR.AND BETTY VONN SNAPPD.B. 734, PG. 941TM #84-A-40APARCEL IIZONING: RA45.99 AC. / 2,003,231 S.F.833 CLARK ROAD WOODBINE FARMS, INC.D.B. 307 PG. 588TM #84-A-50PARCEL I196.81 AC. / 8572863 S.F.829 VAUCLUSE ROAD WOODBINE FARMS, INC. D.B. 386 PG. 511TM #84-A-29PARCEL IIIZONING: RA 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROAD LEVI J. GORE ANDKEIGHLEY C. GOREINST. #130004336TM #84-A-39ZONING: RA1.93 AC. / 84,002 S.F. (APPROX.)856 HITES ROAD ALFRED L. SNAPP AND SON, INC.D.B. 749, PG. 656TM #84-A-40PARCEL IZONING: RA68.77 AC. / 2995746 S.F. (APPROX.)943 CLARK ROAD FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FPFPFPFPFP F P FPFPFPFPF P FPFPF P FPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FPFPFPFPFP F P FPFPFPFPF P FPFPF P FPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP LODLODLODLODLOD LODLODLODLOD LODLODLOD LODLODLO D LODLODLODLODLODLODLO D LODLODLO D LODL O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD< <<<<< <<<<<<<<<<<<<<<<<<<< <<< <<< <<<<<<<<<<<<<<<C4-001 C4-003 C4-002 C4-004 C4-005 C4-006 C4-009 C4-007 C4-008 C4-001 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-000OVERALL PRE-DEVELOPMENTDA MAPNORTH MAR L B O R O R D ROU T E 6 3 1 (40' R / W ) SPE E D L I M I T : 5 5 M P H D.B. 6 0 6 , P G . 8 FP FPFPFPFPFP FPFPFPFP5C 16C 14C 40B LODLODLODMATCHLINE, THIS SHEET WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL II ZONING: RA 261.58 AC. / 11,394,446 S.F. ADDRESS NOT ON FILE FPFPFPFPFPFPFP FPFPFPFPFPFPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFP17E 16C 16D 32C 17E 14C 16D 16C 17E 5C 14C LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD VARIABLE WIDTH PROPERTY LINE SETBACK < <<<<< <<<<MATCHLINE, SHEET C4-003 MATCHLINE, SHEET C4-002 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-001PRE-DEVELOPMENT DA MAPDRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH NORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 14C 32B 14C 14D LODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<< <<< <<<<MATCHLINE, SHEET C4-003MATCHLINE, SHEET C4-001 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-002 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL IIZONING: RA 261.58 AC. / 11,394,446 S.F. ADDRESS NOT ON FILE EXISTING WELL TO BE CAPPED AND REMAIN EX. STREAM BUFFALO MARSH RUN FPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP FPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP 29 17E 14D 17E 14C 32B LOD LOD LODLODLODLODL O D LO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK < <<<<< < <<<<< < <<<< <<< <<<<< <<<<<<<<<< < < < < < < <<< < <<<MATCHLINE, SHEET C4-002MATCHLINE, SHEET C4-001 MATCHLINE, SHEET C4-004 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-003 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER ALFRED L. SNAPP, JR.AND BETTY VONN SNAPPD.B. 734, PG. 941TM #84-A-40APARCEL II ZONING: RA 45.99 AC. / 2,003,231 S.F. 833 CLARK ROAD EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFP32C 14D 14D 6C 7C 7C 7C 14C LODLOD LOD LODLODLODLODLOD LODLODL O D L O D LOD LODL O D L O D LOD LOD LOD LODLODL O D LODL O D LODLODLODLODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK < < < << << << < <<<<<<<<<<<<<<<< < < < < < < < < < < <<<< < < <<<<<<<<<< <<<<<<<<<< < < < <<< <<<<<<<<<<<<<< < < < < <<<<<<<<< << < < < <<<<<<<<MATCHLINE, SHEET C4-003 MATCHLINE, SHEET C4-005 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-004 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER T T T T LEVI J. GORE ANDKEIGHLEY C. GOREINST. #130004336 TM #84-A-39ZONING: RA 1.93 AC. / 84,002 S.F. (APPROX.) 856 HITES ROAD ALFRED L. SNAPP AND SON, INC.D.B. 749, PG. 656 TM #84-A-40PARCEL IZONING: RA 68.77 AC. / 2995746 S.F. (APPROX.) 943 CLARK ROAD EX. 15" CMP INV. IN = 816.36' INV. OUT = 816.17'CLARK RDROUTE 638 (30 ' PRESCR IPT IVE ESMT.)SPEED L IM IT : 55MPHINST . #200007426 EXISTING WELL TO BE CAPPED AND REMAINFPFPFPFPFPFPFPFP 6C 17E 32C 32B 32B LODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODL O D LO D LODL O D LODLODLODLODLO D LO D LO D L O D L O D LO D L O D LODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK < <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-006MATCHLINE, SHEET C4-004 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-005 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LF 8043820.29RETIE LF T WOODBINE FARMS, INC. D.B. 307 PG. 588 TM #84-A-50 PARCEL I 196.81 AC. / 8572863 S.F. 829 VAUCLUSE ROAD KEIGHLEY C. GORE 1.93 AC. / 84,002 S.F. (APPROX.) EX. 15" RCP INV. IN = 818.48' INV. OUT = 817.52' EX. 15" RCPINV. IN = 805.19' INV. OUT = 804.14' EX. 1 5 " R C P IN V . I N = 7 7 2 . 7 1 ' IN V . O U T = 7 7 1 . 6 2 ' VA U C L U S E R D - R O U T E 6 3 8 (30' P R E S C R I P T I V E E S M T . ) SP E E D L I M I T : 5 5 M P H IN S T . # 0 2 0 0 1 3 1 8 7 W 7C 6C 32B 6C 31B 32C6C 32B LODLODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LODLODLOD LODLOD LODLODLODLOD LOD LODLODLODLO D LO D LODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-005MATCHLINE, SHEET C4-007MATCHLINE, SHEET C4-008 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-006 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 8057815.76ROD /S T 40010787.87TP NO ID T 40011818.66 TP NO ID W D.B. 307 PG. 588 TM #84-A-50 PARCEL I 196.81 AC. / 8572863 S.F. 829 VAUCLUSE ROAD WOODBINE FARMS, INC. D.B. 386 PG. 511 TM #84-A-29 PARCEL III ZONING: RA 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROADW12. HITES RD ROUTE 625(40' R/W)SPEED LIMIT: 55 MPHDB 346, PG 229W12. HITES RD ROUTE625(40' R/W)DB 346, PG 22931B 6C 32C 7C 31B 6C W6C LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLO D L O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<< < < << < < <<<<<<<<<<<<<<<<<<<<<<<<<<< < < <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-007MATCHLINE, SHEET C4-006 MATCHLINE, SHEET C4-009 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-007 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER T TT T T 96.78 AC. / 4,215,709 S.F. 718 KLINES MILL ROAD KLIN E S M I L L R D - R O U T E 6 3 3 (30' P R E S R I P T I V E R / W ) SPE E D L I M I T : 5 5 M P H D.B. 8 5 8 , P G . 7 9 5 6C 6C 32B 32B 32C 31B 7CLODLODL O D L O D L O D L O D L O D LOD LODLODLODLODLO D LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<<<<<<<<< < < < < < < < < <<<<<<<<<<< MATCHLINE, SHEET C4-008 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-008 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LF 8060787.25 ROD /S EX. 1 5 " C M P IN V . I N = 7 6 1 . 6 0 ' IN V . O U T = 7 6 1 . 0 0 ' 32C 6C 7C 6C 40B 6C LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-006MATCHLINE, SHEET C4-008FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-009 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH PRE-DEVELOPMENT DA MAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LODLODLODLODLOD LODLODLODLOD LODLODLOD LODLODLO D LODLODLODLODLODLODL O D LODLODLO D LODL O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD<<<<<<<<<<<<<<<< < <<< <<<<<<<<<<<<<FPFPFP FPFPFPFPFPFPFPFPFP FPFP FPFPFP FPFP FPFP FP FPFPFPFPFP F P FPFPFPFPF P FPFPF P FPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL IIZONING: RA261.58 AC. / 11,394,446 S.F.ADDRESS NOT ON FILE WOODBINE FARMS, INC.D.B. 307 PG. 588TM #73-A-21PARCEL IIZONING: RA261.58 AC. / 11,394,446 S.F.ADDRESS NOT ON FILE ALFRED L. SNAPP, JR.AND BETTY VONN SNAPPD.B. 734, PG. 941TM #84-A-40APARCEL IIZONING: RA45.99 AC. / 2,003,231 S.F.833 CLARK ROAD WOODBINE FARMS, INC.D.B. 307 PG. 588TM #84-A-50PARCEL I 196.81 AC. / 8572863 S.F.829 VAUCLUSE ROAD WOODBINE FARMS, INC.D.B. 386 PG. 511TM #84-A-29PARCEL IIIZONING: RA96.78 AC. / 4,215,709 S.F.718 KLINES MILL ROAD LEVI J. GORE ANDKEIGHLEY C. GOREINST. #130004336TM #84-A-39ZONING: RA1.93 AC. / 84,002 S.F. (APPROX.)856 HITES ROAD ALFRED L. SNAPP AND SON, INC.D.B. 749, PG. 656TM #84-A-40PARCEL IZONING: RA68.77 AC. / 2995746 S.F. (APPROX.)943 CLARK ROAD C4-101 C4-103 C4-102 C4-104 C4-105 C4-106 C4-109 C4-107 C4-108 C4-101 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-100OVERALLPOST-DEVELOPMENT DAMAPNORTH LODLODLODFP FPFPFPFP5C 16C 14C 40B MATCHLINE, THIS SHEET LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD FPFPFPFPFPFPFP FPFPFPFPFPFPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFP17E 16C 16D 32C 17E 14C 16D 16C 17E 5C 14C MATCHLINE, SHEET C4-103 MATCHLINE, SHEET C4-102 VARIABLE WIDTH PROPERTY LINE SETBACK SSFSSFSUPER SILT FENCE TO BE USED FOR ADDITIONAL WETLAND PROTECTION FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-101POST-DEVELOPMENT DAMAPDRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH NORTH LODLODLODLODLODLODLODLODLODLODLOD<<<<<<<<< < <<<<14C 32B 14C 14D PROP. TOP OF PAD ELEV.: 814.10' MATCHLINE, SHEET C4-101 MATCHLINE, SHEET C4-103VARIABLE WIDTH PROPERTY LINE SETBACK FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-102 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LOD LOD LODLODLODLODL O D LO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLOD<<< << < < < <<< < <<<<<<<<<<<FPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP EXISTING WELL TO BE CAPPED AND REMAIN EX. STREAM BUFFALO MARSH RUN 29 17E 14D 17E 14C 32B PROP. TOP OF PAD ELEV.: 814.10' PROP. TOP OF PAD ELEV.: 810.00' PROP. TOP OF PAD ELEV.: 808.69' PROP. TOP OF PAD ELEV.: 829.00' PROP. TOP OF PAD ELEV.: 817.25' MATCHLINE, SHEET C4-101 MATCHLINE, SHEET C4-104 MATCHLINE, SHEET C4-102VARIABLE WIDTH PROPERTY LINE SETBACK P-B05 P-B06 P-B07 P-B08<<<<<<<<<<<<<<< SCCB6 SCCB7 P-B04 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-103 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LODLOD LOD LODLODLODLODLOD LODLODL O D L O D LOD LODL O D L O D LOD LOD LOD LODLODL O D LODL O D LODLODLODLODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLOD< < < << << <<<<<<<<<<<<<<<<< < < < <<<<< <<<<<<<< <<<<<<<<< < <<FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPEXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS 32C 14D 14D 6C 7C 7C 7C 14C PROP. TOP OF PAD ELEV.: 815.71' MATCHLINE, SHEET C4-103 MATCHLINE, SHEET C4-105 VARIABLE WIDTH PROPERTY LINE SETBACK P-B09 P-B10 < <<<<< SCCB9 <SCCC1 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-104 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODL O D LO D LODL O D LODLODLODLODLO D LO D LO D L O D L O D LO D L O D LODLODLODLODLODLODLOD< <<<<<<<<<<<<<<<<<<<<<<FPFPFPFPEX. 15" CMP INV. IN = 816.36' INV. OUT = 816.17' EXISTING WELL TO BE CAPPED AND REMAIN 6C 17E 32C 32B 32B CULVERT C2 4 - 40 LF OF 18" RCP CULVERT SCC 2B 99 LF OF 12" RCP PROP. TOP OF PAD ELEV.: 827.15' PROP. TOP OF PAD ELEV.: 835.50' MATCHLINE, SHEET C4-104 MATCHLINE, SHEET C4-106VARIABLE WIDTH PROPERTY LINE SETBACK P-C01 <<<<<<<<<<<<<<SCCC4-B SCCC4-A SCCC3-A<SCCC-2A P-C02 P-C04<<<<<<<<<<<<<<<<SCCC-2B FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-105 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LODLODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LODLODLOD LODLOD LODLODLODLOD LOD LODLODLODLO D LO D LODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<EX. 15" RCP INV. IN = 818.48' INV. OUT = 817.52' EX. 15" RCPINV. IN = 805.19' INV. OUT = 804.14' EX. 1 5 " R C P IN V . I N = 7 7 2 . 7 1 ' IN V . O U T = 7 7 1 . 6 2 ' MV MV MV W 7C 6C 32B 6C 31B 32C6C 32B MATCHLINE, SHEET C4-107MATCHLINE, SHEET C4-105MATCHLINE, SHEET C4-108 VARIABLE WIDTH PROPERTY LINE SETBACK P-C03 P-D03 P-D04<<<<<<<<<< < < <<<<<<<<< SCCC4-A SCCC3 SCCC3-A SCCD3 SCCD4-B <<<<<<< <<< CWD <<<<<<CULVERT D6-1 4 - 55 LF OF 24" RCP CULVERT D6-2 4 - 52 LF OF 24" RCP CULVERT D4 2 - 58 LF OF 18" RCP CULVERT SCC D3 45 LF OF 18" RCP CULVERT D3-3 2 - 98 LF OF 15" CLASS V RCP CULVERT D3-2 3 - 74 LF OF 18" CLASS V RCP CULVERT D3-1 48 LF OF 18" RCP 182 LF OF 30" RCP PROP. TOP OF PAD ELEV.: 779.48' PROP. TOP OF PAD ELEV.: 793.61' PROP. TOP OF PAD ELEV.: 809.37' PROP. TOP OF PAD ELEV.: 809.93' PROP. TOP OF PAD ELEV.: 809.07'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-106 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLO D L O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD<<< <<<<<<< << <<<<<<<<<<<<<<<<<<<<<<<<<31B 6C 32C 7C 31B 6C W6C MATCHLINE, SHEET C4-107MATCHLINE, SHEET C4-109 MATCHLINE, SHEET C4-106 VARIABLE WIDTH PROPERTY LINE SETBACK P-D05 P-D01 P-E01 P-E02<<<<<<<<<<<SCCD1 SCCD4-A CULVERT D1 44 LF OF 12" RCP LOW WATER CROSSING (SEE DETAIL SHEET C0-002) CULVERT D2-3 3 - 48 LF OF 24" RCP PROP. TOP OF PAD ELEV.: 831.27' PROP. TOP OF PAD ELEV.: 826.98' PROP. TOP OF PAD ELEV.: 826.57' PROP. TOP OF PAD ELEV.: 772.58' PROP. TOP OF PAD ELEV.: 827.57' PROP. TOP OF PAD ELEV.: 818.19' PROP. TOP OF PAD ELEV.: 764.41'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-107 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LODLODL O D L O D L O D L O D L O D LOD LODLODLODLODLO D LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD<<<<<<<<<<<<<<<<<<<<<<<<<<<<<6C 6C 32B 32B 32C 31B 7C MATCHLINE, SHEET C4-108 VARIABLE WIDTH PROPERTY LINE SETBACK P-E04 P-E05 <<<<<<<<<<<<<<<<<<<<SCCE5 SCCE3 P-E03 <<<<<<<<<<<<<<<SCCE4 CULVERT SCC E3 60 LF OF 24" RCP CULVERT E4-2 63 LF OF 12" RCP CULVERT E4-1 73 LF OF 12" RCP PROP. TOP OF PAD ELEV.: 829.98' PROP. TOP OF PAD ELEV.: 808.14' PROP. TOP OF PAD ELEV.: 772.28'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-108 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLOD<<<<<<<<<EX. 1 5 " C M P IN V . I N = 7 6 1 . 6 0 ' IN V . O U T = 7 6 1 . 0 0 ' 32C 6C 7C 6C 40B 6C MATCHLINE, SHEET C4-106MATCHLINE, SHEET C4-108VARIABLE WIDTH PROPERTY LINE SETBACK P-D02 CULVERT D2-2 2 - 93 LF OF 18" CLASS V RCP CULVERT D2-1 96 LF OF 18" CLASS V RCP 182 LF OF 30" RCP PROP. TOP OF PAD ELEV.: 764.41'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-109 DRAINAGE AREA LEGEND DA: DRAINAGE AREA LABEL A: AREA (ACRES) C: WEIGHTED CURVE NUMBER TC: TIME OF CONCENTRATION (MINUTES) MAJOR BASIN LIMITS TIME OF CONCENTRATION PATH POST-DEVELOPMENT DAMAPNORTH SOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©STORMWATER DETAILSC4-200 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS N.T.S TRASH RACK FOR RECTANGULAR DRAINAGE STRUCTURE4 N.T.S VDOT TRASH RACK FOR DRAINAGE ORIFICE2 · · · · · · PERMANENT STORMWATER POND MAINTENANCE NOTES:TEMPORARY SEDIMENT BASIN TO PERMANENT STORMWATER POND CONVERSION SEQUENCE: N.T.S PERMANENT RISER DETAIL3 N.T.S PERMANENT RISER CONVERSION1 5:1 SIDE SLOPES GABION WALL DETAIL WITH WEIR (6.5') N.T.S.5 NOTES 1. GABIONS ARE TO CONSIST OF HIGH TENSILE WIRE MESH FILLED WITH 4" GABION STONE. 2. GABIONS BASKETS SHALL BE 3' IN WIDTH. 3. ANCHORS TO BE SPACED 1' APART WIDTH WISE. TOP OF WALL (4' ABOVE BOTTOM OF POND) BOTTOM OF GABION WALL (2' BELOW BOTTOM OF POND) BOTTOM OF POND (ELEVATION VARIES) ZINC COATED STEEL PIPE POST (TYP.)FILTER FABRIC STD 3' x 3' x 3' GABION BASKET STD 1' x 3' x 3' GABION BASKET 5:1 SIDE SLOPES GABION WALL DETAIL (6') N.T.S.6 NOTES 1. GABIONS ARE TO CONSIST OF HIGH TENSILE WIRE MESH FILLED WITH 4" GABION STONE. 2. GABIONS BASKETS SHALL BE 3' IN WIDTH. 3. ANCHORS TO BE SPACED 1' APART WIDTH WISE. TOP OF WALL (4' ABOVE BOTTOM OF POND) BOTTOM OF GABION WALL (2' BELOW BOTTOM OF POND) BOTTOM OF POND (ELEVATION VARIES) ZINC COATED STEEL PIPE POST (TYP.)FILTER FABRIC STD 3' x 3' x 3' GABION BASKET STD 1' x 3' x 3' GABION BASKET STD 1.5' x 3' x 3' GABION BASKET BMP MAINTENANCE AGREEMENT SINGLE BOX CULVERT DETAIL N.T.S.6 STANDARD DETAIL FOR BOX CULVERT WINGWALL N.T.S.7 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© C4-201STORMWATER QUANTITYSOURCE: KIMLEY-HORN MODIFIED DETAIL OF VESCH 3.20-2 N.T.S PERMANENT STORMWATER CONVEYANCE CHANNEL1 CHECK DAMS TO BE SMOOTHED OUT TO NOT IMPEDE FLOW WITHIN THE STORMWATER CONVEYANCE CHANNEL IN THE PERMANENT CONDITION. THE FOOTPRINT OF THE CHECK DAMS WILL REMAIN AS IMPERVIOUS AREAS WITHIN THE CHANNEL.Do3DoA PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL D0.5% La SECTION A-A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER DoA A NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18A. 3. D=1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. La PLAN VIEW SECTION A-A DFILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3Do (MIN.)PIPE OUTLET TO WELL DEFINED CHANNEL 0.5% 0.5%0.5% PLUNGE POOL PLUNGE POOL RIPRAP LEVEL SPREADER RIPRAP LEVEL SPREADER *6" CHECK DAM ONLY REQUIRED WHERE OUTFALL IS WITHIN THE RPA OR 50' UPLAND BUFFER N.T.S OUTLET PROTECTION4 SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.18-1 N.T.S STORMWATER CONVEYANCE CHANNEL2 DESIGN FLOW DEPTH (MINIMUM 2') 0.5' FREE BOARD 3:1 SIDE SLOPES SOURCE: KIMLEY-HORN MODIFIED DETAIL OF VESCH 3.12-1 CHANNEL TO HAVE MINIMUM 2% LONGITUDINAL SLOPE N.T.S STANDARD BASIN PROFILE3 F C B D N M H A O P Q G I E J L K VA U C L U S E R D - R O U T E 6 3 8 (30' P R E S C R I P T I V E E S M T . ) SP E E D L I M I T : 5 5 M P H IN S T . # 0 2 0 0 1 3 1 8 7FPFPFPFPFPFPFPFPFPFPFPFPFPFPFP LOD LODLOD LODLOD LO D LOD LOD LODLODLODLODLODLODL O D LODLODLODLODLOD LODLODL O D LOD LOD LODL O D LODLODL O D LODLOD L O D LODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD17E 32C 29 40B32B 6C 31B 32B 32C 7C 6C 32C 32B 32B 32C14D 14D 6C 32B 7C 7C 17E 14D 7C 14C 17E 14C 32B 14C 17E 16C 16D 14D 17E 14C 32B MATCHLINE, THIS SHEET VAUCLUSE RD - ROUTE 638(30' PRESCRIPTIVE ESMT.)SPEED LIMIT: 55 MPH INST. #020013187 KLIN E S M I L L R D - R O U T E 6 3 3 (30' P R E S R I P T I V E R / W ) SPE E D L I M I T : 5 5 M P H D.B. 8 5 8 , P G . 7 9 5W12. HITES RD ROUTE 625(40' R/W)SPEED LIMIT: 55 MPHDB 346, PG 229CLARK RDROUTE 638 (30 ' PRESCR IPT IVE ESMT. )SPEED L IM IT : 55MPHINST . #200007426W12. HITES RD ROUTE625(40' R/W)DB 346, PG 229FPLOD LODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODL O D LODLODLODLOD LODLOD LODLODL O D LODLODLODLOD LOD LODLODLODLOD LODLODLODLODLODLODLOD LOD14C 6C 6C 32B 7C 32C 31B 7C 6C 32C 7C 31B 6C W 7C 6C 6C 7C 6C 31B 31B 32C MATCHLINE, THIS SHEET FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© C4-202 LEGEND: IMPERVIOUS: MANAGED TURF: FOREST/OPEN SPACE: VRRM SITE BOUNDARY: SOIL GROUP DIVIDE:STORMWATER QUALITYSOILS LEGEND CARBO SILT LOAM, 7 - 15 PERCENT SLOPES, HSG: D CARBO-OAKLET SILT LOAMS, HSG: D 2 - 15 PERCENT SLOPES, VERY ROCKY CARBO-OAKLET-ROCK OUTCROP COMPLEX 2 - 15 PERCENT SLOPES, HSG: D FREDERICK-POPLIMENTO LOAMS, 7 - 15 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, 15 - 25 PERCENT SLOPES, HSG: B FREDERICK-POPLIMENTO LOAMS, HSG: B 7 - 15 PERCENT SLOPES, VERY ROCKY FREDERICK POPLIMENTO LOAMS, HSG: B 15 - 25 PERCENT SLOPES, VERY ROCKY FREDERICK-POPLIMENTO-ROCK OUTCROP COMPLEX, 15 - 45 PERCENT SLOPES, HSG: C MASSANETTA LOAM 0 - 4 PERCENT SLOPES, HSG: C NICHOLSON SILT LOAM 2 - 7 PERCENT SLOPES, HSG: D OAKLET SILT LOAM 2 - 7 PERCENT SLOPES, HSG: C OAKLET SILT LOAM 7 - 15 PERCENT SLOPES, HSG: C TIMBERVILLE SILT LOAM, HSG: B 2 - 7 PERCENT SLOPES, FREQUENTLY FLOODED WATER 16C 14D 14C 7C 6C 5C 16D 40B 32C 32B 31B 29 17E W NORTH FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© C4-203STORMWATER QUALITY < <<<<< < < <<<< < < < < < < < < < < LOD LODLODLOD LOD LOD LO D LODLODLODLODLOD12.0' GRAVEL MAINTENANCE ACCESS ROAD 10.0' AQUATICBENCHWET POND B08 SCALE: 1" = 30' H 1" = 5' V 786 788 792 796 800 804 808 812 816 786 788 792 796 800 804 808 812 816 STA: 11+31.9748"x48" RISERRIM: 802.5INV OUT: 799.00 (30" SW)01 80 L F O F 3 0 " H D P E @ 8 . 7 1 %STA: 12+12.36HEADWALLINV IN: 792.00 (30" NE)02 1-YR WSE: 801.55' 2-YR WSE: 802.35' 10-YR WSE: 802.92' 100-YR WSE: 803.80' 5:1 SIDE SLOPES 3:1 SIDE SLOPES EXISTING GRADE PROPOSED GRADE NORMAL POOL ELEV: 800.00' TOP OF EMBANKMENT ELEV: 805.00' 24" CLAY LINER UPSTREAM DIVERSION 10' AQUATIC BENCH @ 15%FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-204WET POND PLAN &PROFILE - B081-YR WSE = 801.55' 10-YR WSE = 802.92' 100-YR WSE = 803.80' NORMAL POOL = 800.00'0.5' MIN. BASE HEIGHT3.5' RISER HEIGHTCULVERT INVERT = 799.00' ORIFICE INVERT = 800.00' 48" 6" TOP OF STRUCTURE = 802.50' 30" 2-YR WSE = 802.35' POND B08 OUTFALL STRUCTURE EMBANKMENT ELEVATION = 805.00' PROPOSED GABION WALL (TYP.) 2-80 LF 30" HDPE @ 8.53% FLOWPATH (TYP.) FOREBAY 1 OUTLET PROTECTION SEE SHEET C2-203 FLEXAMAT (TYP.) NORMAL POOL: 800' REQUIRED Tv: 24,089 CF <<<<<<<<<<<<LODLODLODLODLODLODLODLODLODLODLOD12.0' GRAVEL MAINTENANCE ACCESS ROAD 10.0' A Q U A TI C BENCH WET POND D02 SCALE: 1" = 30' H 1" = 5' V 740 744 748 752 756 760 740 744 748 752 756 760 STA: 12+35.89HEADWALLINV IN: 747.00 (48" W)02 1-YR WSE: 749.43' 2-YR WSE: 750.05' 10-YR WSE: 750.59' 5:1 SIDE SLOPES 3:1 SIDE SLOPES EXISTING GRADE PROPOSED GRADE NORMAL POOL ELEV: 748.00' TOP OF EMBANKMENT ELEV: 752.50' 24" CLAY LINER 100-YR WSE: 751.19' 93 LF OF 4'x2' CONCRETE BOX CULVERT @ 0.54%STA: 11+42.894'x25' RISERRIM: 750.00INV OUT: 747.50 (48" E)01 10' AQUATIC BENCH @ 15%FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© C4-205WET POND PLAN &PROFILE - D02NORTH POND D02 OUTFALL STRUCTURE EMBANKMENT ELEVATION = 752.50' 1-YR WSE = 749.43' 10-YR WSE = 750.59' 100-YR WSE = 751.19' TOP OF STRUCTURE = 750.00' OUTLET PROTECTION SEE SHEET C2-203 PROPOSED GABION WALL (TYP.) 48"24"0.5' MIN.BASE HEIGHT2.5' RISER HEIGHT300"5.8' (TYP.)18" BOX CULVERT INVERT = 747.50' NORMAL POOL = 748.00' 2-YR WSE = 750.05' ORIFICE INVERT = 748.00' PROPOSED GABION WALL (TYP.) 4-93 LF 4'x2' CONCRETE BOX CULVERT @0.54% 4'x25' CAST-IN-PLACE RISER FLOWPATH (TYP.) FLOWPATH (TYP.) FOREBAY 2 FOREBAY 1 NORMAL POOL: 748' REQUIRED Tv: 64,794 CF <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<LODLODLODLODLODL O D LOD LOD LOD LODLODLODLODLOD5.8'(TYP.)12.0' GRAVEL MAINTENANCE ACCESS ROAD 10.0' AQUATI C BENCH WET POND D03 SCALE: 1" = 30' H 1" = 5' V 758 760 764 768 772 776 758 760 764 768 772 776 STA: 13+73.734'x19' RISERRIM: 770.00INV OUT: 767.50 (48" SE)01 STA: 14+31.41HEADWALLINV IN: 767.00 (48" NW)02 1-YR WSE: 769.41' 2-YR WSE: 770.05' 10-YR WSE: 770.67' 58 LF OF 4'x2' CONCRETE BOX CULVERT @ 0.86% 100-YR WSE: 771.50' NORMAL POOL ELEV: 768.00' TOP OF EMBANKMENT ELEV: 772.50' 3:1 SIDE SLOPES 24" CLAY LINER 5:1 SIDE SLOPES PROPOSED GRADE EXISTING GRADE 10' AQUATIC BENCH @ 15%FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-206WET POND PLAN &PROFILE - D03POND D03 OUTFALL STRUCTURE EMBANKMENT ELEVATION = 772.50' 1-YR WSE = 769.41' 10-YR WSE = 770.67' 100-YR WSE = 771.50' TOP OF STRUCTURE = 770.00' 48"24" 0.5' MIN.BASE HEIGHT2.5' RISER HEIGHTRISER LENGTH = 228" BOX CULVERT INVERT = 767.50' NORMAL POOL = 768.00' 2-YR WSE = 770.05' ORIFICE INVERT = 768.00' WEIR INVERT = 768.50' WEIR LENGTH = 18' 18" ORIFICE TO BE INSTALLED ON SIDE OF RISER 18"OUTLET PROTECTION SEE SHEET C2-203 PROPOSED GABION WALL (TYP.) 3-58 LF 4'x2' CONCRETE BOX CULVERT @0.86% PROPOSED GABION WALL WEIR, SEE DETAIL ON SHEET C4-200 4'x19' CAST-IN-PLACE RISER FLOWPATH (TYP.) FLOWPATH (TYP.) FOREBAY 2 FOREBAY 1 NORMAL POOL: 768' REQUIRED Tv: 45,665 CF <<<<<<<<<<<LOD LOD LOD LODLODLODLODLODLODTT 12.0' GRAVEL MAINTENANCE ACCESS ROAD 10.0' AQUATICBENCHWET POND E03 SCALE: 1" = 30' H 1" = 5' V 750 752 756 760 764 750 752 756 760 764 STA: 11+27.8624x36" RISERRIM: 759.5INV OUT: 757.00 (24" SE)01 90 LF OF 24" HDPE @ 1.11%STA: 12+18.23HEADWALLINV IN: 756.00 (24" NW)02 1-YR WSE: 758.60' 2-YR WSE: 759.39' 10-YR WSE: 759.95' 100-YR WSE: 760.87' NORMAL POOL ELEV: 757.00' TOP OF EMBANKMENT ELEV: 762.00' 24" CLAY LINER 3:1 SIDE SLOPES 5:1 SIDE SLOPES PROPOSED GRADE EXISTING GRADE 10' AQUATIC BENCH @ 15%FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH C4-207WET POND PLAN &PROFILE - E031-YR WSE = 758.60' 10-YR WSE = 759.95' 100-YR WSE = 760.87' NORMAL POOL = 757.00'0.5' MIN. BASE HEIGHT2.5' RISER HEIGHTCULVERT & ORIFICE INVERTS = 757.00' 36" 6" TOP OF STRUCTURE = 759.50' 24" 2-YR WSE = 759.39' POND E03 OUTFALL STRUCTURE EMBANKMENT ELEVATION = 762.00'3-91 LF 30" HDPE @ 1,09% FLOWPATH FOREBAY 1 OUTLET PROTECTION SEE SHEET C2-203 PROPOSED GABION WALL WEIR, SEE DETAIL ON SHEET C4-200 NORMAL POOL: 757' REQUIRED Tv: 17,199 CF LODLODLODLOD ISDL = 610' ISDR = 610' MARLBORO RD.14.5'ISD EYE LOCATION APPROXIMATE 20' RIGHT OF WAY ISD OBJECT LOCATION ISD OBJECT LOCATION ROUTE 631 SPEED LIMIT: 55 MPH EXISTING GRADE PROPOSED GRADE LODLODLODLODLODLODL O D LODLODLODR40.0' R50.0'R50. 0 ' 12.0' EXISTING GRADE CONNECTION TO MARLBORO ROAD PROPOSED GRADE 7. 3 4 % 4.24 % 0.73% 1.78% 3.98%FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©VDOT ENTRANCE PLANC5-000 ENTRANCE #1 PLAN VIEW ENTRANCE #1 INTERSECTION SIGHT DISTANCE PLAN VIEW NORTH INTERSECTION SIGHT DISTANCE AVAIL.REQ.* 610'610' 610'610' *BASED UPON POSTED SPEED OF 55 MPH NOTE: 1. PERMITTEE WILL BE RESPONSIBLE FOR ENSURING THAT ALL ENTRANCE DRAINAGE DOES NOT FLOW ONTO THE EXISTING ROAD. 2. PERMITTEE WILL BE RESPONSIBLE FOR REMOVING AND CLEANING ANY MUD TRACKED FROM THE PROJECT SITE ONTO THE EXISTING ROADWAY. 3. VEGETATION IMPEDING SIGHT LINES WILL BE TRIMMED TO ALLOW FOR SIGHT LINES. ENTRANCE #1 PROFILE ENTRANCE #1 INTERSECTION SIGHT DISTANCE PROFILE VIEW NORTH LODLOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD14.5' ISDL = 300'ISDR = 390' ISD OBJECT LOCATION ISD OBJEC T L O C A T I O N VAUCLUSE RD. ROUTE 638 SPEED LIMIT: 35 MPH ISD EYE LOCATION APPROXIMATE 20' RIGHT OF WAY R40.0'R5 0 . 0 ' EXISTING GRADE PROPOSED GRADE LODLOD LOD LODLODLODLODLOD LODLODLODSPEED LIMIT: 35 MPH R40.0' R40.0'R5 0 . 0 ' CONNECTION TO VAUCLUSE ROAD EXISTING GRADE PROPOSED GRADE PROPOSED 30" RCP FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©VDOT ENTRANCE PLANC5-001 ENTRANCE #2 INTERSECTION SIGHT DISTANCE PROFILE ENTRANCE #2 INTERSECTION SIGHT DISTANCE PLAN VIEW NORT H INTERSECTION SIGHT DISTANCE AVAIL.REQ.* 390'390' 300'390' *BASED UPON POSTED SPEED OF 35 MPH NOTE: 1. PERMITTEE WILL BE RESPONSIBLE FOR ENSURING THAT ALL ENTRANCE DRAINAGE DOES NOT FLOW ONTO THE EXISTING ROAD. 2. PERMITTEE WILL BE RESPONSIBLE FOR REMOVING AND CLEANING ANY MUD TRACKED FROM THE PROJECT SITE ONTO THE EXISTING ROADWAY. 3. VEGETATION IMPEDING SIGHT LINES WILL BE TRIMMED TO ALLOW FOR SIGHT LINES. NORT H ENTRANCE #2 PLAN VIEW ENTRANCE #2 PROFILE VIEW NORT H NOTE: PER VDOT ROAD DESIGN MANUAL APPENDIX F, THIS ENTRANCE IS NOT REQUIRED TO MEET INTERSECTION SIGHT DISTANCE DUE TO ITS CLASSIFICATION AS A LOW VOLUME COMMERCIAL ENTRANCE. MAXIMUM ACHIEVABLE INTERSECTION SIGHT DISTANCE SHOWN HERE FOR REFERENCE ONLY. SEE VDOT ENTRANCE PLAN FOR STOPPING SIGHT DISTANCE, SHEET C5-002. 4.35 % 6.17%6.52%4.35% 0.24% 0.15%7.19% 2.00% LODLODLODLODLODLODLODLOD LODLODLODVAUCLUSE RD. ROUTE 638 SPEED LIMIT: 35 MPH SSD EYE LOCATION SSD EYE LOCATION APPROXIMATE 20' RIGHT OF WAY R40.0'R5 0 . 0 'FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©VDOT ENTRANCE PLANC5-002 ENTRANCE #2 STOPPING SIGHT DISTANCE PLAN VIEW NORT H INTERSECTION SIGHT DISTANCE AVAIL.REQ.* 390'390' 390'390' *BASED UPON POSTED SPEED OF 35 MPH NOTE: 1. PERMITTEE WILL BE RESPONSIBLE FOR ENSURING THAT ALL ENTRANCE DRAINAGE DOES NOT FLOW ONTO THE EXISTING ROAD. 2. PERMITTEE WILL BE RESPONSIBLE FOR REMOVING AND CLEANING ANY MUD TRACKED FROM THE PROJECT SITE ONTO THE EXISTING ROADWAY. 3. VEGETATION IMPEDING SIGHT LINES WILL BE TRIMMED TO ALLOW FOR SIGHT LINES. ENTRANCE #2 STOPPING SIGHT DISTANCE PROFILE (RIGHT) CONSTRUCTION ENTRANCE AHEAD (W11-V2) SIGN NOTE: "X" = "AHEAD" WHITE LEGEND RED BACKGROUND R1-1 30"X30" 1 STOP SIGN DETAIL N.T.S. ENTRANCE #2 STOPPING SIGHT DISTANCE PROFILE (LEFT) CONSTRUCTION ENTRANCE AHEAD (W11-V2) SIGN NOTE: "X" = "AHEAD" LODLOD LOD LOD LOD LOD LOD LODLODISDL = 610' ISDR = 610' KLINES MILL RD. ROUTE 633 SPEED LIMIT: 55 MPH 14.5' R 5 0 . 0 'R50.0'ISD OBJECT LOCATION ISD OBJECT LOCATION ISD EYE LOCATION APPROXIMATE 20' RIGHT OF WAY EXISTING GRADE PROPOSED GRADE LODLODLODLODLODLOD LODR50.0 ' R50.0' CONNECTION TO KLINES MILL ROAD PROPOSED GRADEEXISTING GRADE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©VDOT ENTRANCE PLANC5-003 ENTRANCE #3 INTERSECTION SIGHT DISTANCE PROFILE ENTRANCE #3 INTERSECTION SIGHT DISTANCE PLAN VIEW NORTH INTERSECTION SIGHT DISTANCE AVAIL.REQ.* 610'610' 610'610' *BASED UPON POSTED SPEED OF 55 MPH NOTE: 1. PERMITTEE WILL BE RESPONSIBLE FOR ENSURING THAT ALL ENTRANCE DRAINAGE DOES NOT FLOW ONTO THE EXISTING ROAD. 2. PERMITTEE WILL BE RESPONSIBLE FOR REMOVING AND CLEANING ANY MUD TRACKED FROM THE PROJECT SITE ONTO THE EXISTING ROADWAY. 3. VEGETATION IMPEDING SIGHT LINES WILL BE TRIMMED TO ALLOW FOR SIGHT LINES. ENTRANCE #3 PLAN VIEW ENTRANCE #3 PLAN VIEW NORTH 7.0 5 % 0.24%1.10%1.13% R40' LO D LO D LO D LO D LODLODLODLODLODLODTM #84 A 40B EXISTING 15" RCP CULVERTPROPOSED ELECTRIC EASEMENT RTE 625. - HITES RD(40' PUBLIC R/W)DB 346 PG 229TM #84 A 40B HIGGS, CHARLES S JR & LISA S ZONING: RA DB 794 PG 546 25' X 30' BORE PIT 25 X 30' BORE PIT JACK AND BORE UNDER ROADWAY MV LINES TO CONTINUE 40' APPRO X . R O W EXISTING GRADE EOP 77' APPROXIMATE LENGTH OF UNDERGROUND BORING MIN. 5.0'RIGHT-OF-WAY LINE (TYP.)FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY©VDOT ROW BORINGPLAN & PROFILEC5-004 HITES ROAD JACK AND BORE HITES ROAD BORING PROFILE VIEW PROPOSED UNDERGROUND BORING HITES ROAD PLAN VIEW NORTH <<<<<<<<<<<<SUPER SILT FENCETO BE USED FOR ADDITIONALWETLAND PROTECTION EX. 15" CMPINV. IN = 816.36'INV. OUT = 816.17' EX. 15" RCPINV. IN = 818.48'INV. OUT = 817.52' EX. 15" RCPINV. IN = 805.19'INV. OUT = 804.14' EX. 1 5 " R C P INV. I N = 7 7 2 . 7 1 ' INV. O U T = 7 7 1 . 6 2 ' EX. 1 5 " C M P INV. I N = 7 6 1 . 6 0 ' INV. O U T = 7 6 1 . 0 0 ' EXISTING WELLTO BE CAPPEDAND REMAIN EXISTING WELLTO BE CAPPEDAND REMAIN EXISTING OHETO BEREMOVED/RELOCATEDBY OTHERS EX. STREAMBUFFALOMARSH RUN LEGEND 10' WIDTH LANDSCAPE BUFFER -REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN-MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) EVERGREEN TREE SHRUBS LIMITS OF DISTURBANCE LANDSCAPE SCREENING DETAIL PER THE APPROVED CONDITIONAL USE PERMIT (#03-20), A MINIMUMLANDSCAPING DENSITY OF 3 PLANTS PER 10 LINEAR FEET. THE BUFFER SHALL CONSIST OF:- 1/3 DECIDUOUS TREES- 1/3 EVERGREEN TREES- 1/3 SHRUBS10'-0"100'-0" DECIDUOUS TREE DECIDUOUS TREE - 1.5" CAL. MIN.2,096Acer rubrum / Red MapleBetula nigra / River BirchGleditsia triacanthos f. inermis / Thornless Honey LocustLiriodendron tulipifera / Tulip PoplarPlatanus x acerifolia / London Plane TreeQuercus alba / White OakQuercus phellos / Willow OakQuercus rubra / Red OakTilia americana / American LindenZelkova japonica / Japanese Zelkova EVERGREEN TREE - 4' HT. MIN.2,096Abies concolor / White FirChamaecyparis obtusa / Hinoki False CypressCryptomeria japonica / Japanese CedarPicea abies / Norway SprucePinus strobus / White PinePseudotsuga menziesii / Douglas FirSciadopitys verticillata / Umbrella PineThuja occidentalis / American ArborvitaeThuja plicata / Western Red CedarThuja plicata 'Green Giant' / Western Arborvitae SHRUBS - 18" HT. MIN 2,096Abelia x grandiflora / Glossy AbeliaBuxus sempervirens / Common BoxwoodCephalanthus occidentalis / ButtonbushClethra alnifolia / SummersweetCotoneaster microphyllus / Rockspray CotoneasterDeutzia gracilis / Slender DeutziaForsythia x intermedia / Border ForsythiaFothergilla gardenii / Dwarf FothergillaIlex glabra / Inkberry HollyItea virginica / Virginia SweetspireJuniperus chinensis / JuniperMyrica pensylvanica / Northern BayberryNandina domestica / NandinaPieris japonica / Japanese PierisPinus mugo / Mugo PineRhododendron x 'Delaware Valley White' / Delaware Valley White AzaleaSpiraea japonica 'Anthony Waterer' / Anthony Waterer Japanese SpireaTaxus baccata / English YewViburnum dentatum 'Arrowwood' / Arrowwood ViburnumVitex agnus-castus / Chaste Tree LARGE DECIDUOUSAcer rubrum / Red MapleBetula nigra / River Birch Multi-TrunkGleditsia triacanthos f. inermis / Thornless Honey LocustLiriodendron tulipifera / Tulip PoplarPlatanus x acerifolia / London Plane TreeQuercus alba / White OakQuercus phellos / Willow OakQuercus rubra / Red OakTilia americana / American LindenZelkova japonica / Japanese Zelkova CONCEPT PLANT SCHEDULE DECIDUOUS TREE EVERGREEN TREE SHRUBS LARGE DECIDUOUSAcer rubrum / Red MapleBetula nigra / River Birch Multi-TrunkGleditsia triacanthos f. inermis / Thornless Honey LocustLiriodendron tulipifera / Tulip PoplarPlatanus x acerifolia / London Plane TreeQuercus alba / White OakQuercus phellos / Willow OakQuercus rubra / Red OakTilia americana / American LindenZelkova japonica / Japanese Zelkova EVERGREENAbies concolor / White FirChamaecyparis obtusa / Hinoki False CypressCryptomeria japonica / Japanese CedarPicea abies / Norway SprucePinus strobus / White PinePseudotsuga macrocarpa / Bigcone Douglas FirSciadopitys verticillata / Umbrella PineThuja occidentalis / American ArborvitaeThuja plicata / Western Red CedarThuja plicata 'Green Giant' / Western Arborvitae MEDIUM DECIDUOUSAmelanchier alnifolia / ServiceberryAsimina triloba / PawpawCercis canadensis / Eastern RedbudCladrastis kentukea / American YellowwoodCornus florida / Flowering DogwoodCornus mas / Cornelian CherryFagus sylvatica / European BeechMagnolia stellata / Star Magnolia Multi-TrunkMagnolia x soulangeana / Saucer Magnolia Multi-TrunkPrunus x 'Okame' / Okame Flowering Cherry SHRUBSAbelia x grandiflora / Glossy AbeliaBuxus sempervirens / Common BoxwoodCephalanthus occidentalis / ButtonbushClethra alnifolia / SummersweetCotoneaster microphyllus / Rockspray CotoneasterDeutzia gracilis / Slender DeutziaForsythia x intermedia / Border ForsythiaFothergilla gardenii / Dwarf FothergillaIlex glabra / Inkberry HollyItea virginica / Virginia SweetspireJuniperus chinensis / JuniperMyrica pensylvanica / Northern BayberryNandina domestica / NandinaPieris japonica / Japanese PierisPinus mugo / Mugo PineRhododendron x 'Delaware Valley White' / Delaware Valley White AzaleaSpiraea japonica 'Anthony Waterer' / Anthony Waterer Japanese SpireaTaxus baccata / English YewViburnum dentatum 'Arrowwood' / Arrowwood ViburnumVitex agnus-castus / Chaste Tree CONCEPT PLANT SCHEDULE EVERGREEN TREEAbies concolor / White FirChamaecyparis obtusa / Hinoki False CypressCryptomeria japonica / Japanese CedarPicea abies / Norway SprucePinus strobus / White PinePseudotsuga macrocarpa / Bigcone Douglas FirSciadopitys verticillata / Umbrella PineThuja occidentalis / American ArborvitaeThuja plicata / Western Red CedarThuja plicata 'Green Giant' / Western Arborvitae MEDIUM DECIDUOUS TREEAmelanchier alnifolia / ServiceberryAsimina triloba / PawpawCercis canadensis / Eastern RedbudCladrastis kentukea / American YellowwoodCornus florida / Flowering DogwoodCornus mas / Cornelian CherryFagus sylvatica / European BeechMagnolia stellata / Star Magnolia Multi-TrunkMagnolia x soulangeana / Saucer Magnolia Multi-TrunkPrunus x 'Okame' / Okame Flowering Cherry SHRUBSAbelia x grandiflora / Glossy AbeliaBuxus sempervirens / Common BoxwoodCephalanthus occidentalis / ButtonbushClethra alnifolia / SummersweetCotoneaster microphyllus / Rockspray CotoneasterDeutzia gracilis / Slender DeutziaForsythia x intermedia / Border ForsythiaFothergilla gardenii / Dwarf FothergillaIlex glabra / Inkberry HollyItea virginica / Virginia SweetspireJuniperus chinensis / JuniperMyrica pensylvanica / Northern BayberryNandina domestica / NandinaPieris japonica / Japanese PierisPinus mugo / Mugo PineRhododendron x 'Delaware Valley White' / Delaware Valley White AzaleaSpiraea japonica 'Anthony Waterer' / Anthony Waterer Japanese SpireaTaxus baccata / English YewViburnum dentatum 'Arrowwood' / Arrowwood ViburnumVitex agnus-castus / Chaste TreeLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LODLODLODLODLODLODL O D LODLODLO D LODL O D LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODVARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK VARIABLE WIDTHPROPERTY LINE SETBACK L1-001 L1-003 L1-002 L1-004 L1-005 L1-006 L1-009 L1-007 L1-008 L1-001 FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© L1-000OVERALL LANDSCAPE PLANNORTH MATCHLINE, THIS SHEET PROPERTY LINE (TYP.)SSFSSFSSFSSFSSFSSFSSFSSFSUPER SILT FENCE TO BE USED FOR ADDITIONAL WETLAND PROTECTION VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-003 MATCHLINE, SHEET L1-002 MATCHLINE, THIS SHEET EXISTING TREE CANOPY TO REMAIN (TYP.) 10' WIDTH LANDSCAPE BUFFER (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-001LANDSCAPE PLANNORTH VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-003MATCHLINE, SHEET L1-001 10' WIDTH LANDSCAPE BUFFER (TYP.) EXISTING TREE CANOPY TO REMAIN (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-002LANDSCAPE PLANNORTH EXISTING WELL TO BE CAPPED AND REMAIN EX. STREAM BUFFALO MARSH RUN <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< <<<<<<<<<<<<<<< < < < VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-002MATCHLINE, SHEET L1-001 MATCHLINE, SHEET L1-004 EXISTING TREE CANOPY TO REMAIN (TYP.) 10' WIDTH LANDSCAPE BUFFER (TYP.) PROPERTY LINE (TYP.) LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-003LANDSCAPE PLANNORTH EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS < < < < < <<<<<<<<< < <<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-003 MATCHLINE, SHEET L1-005 10' WIDTH LANDSCAPE BUFFER (TYP.) EXISTING TREE CANOPY TO REMAIN (TYP.) EXISTING TREE CANOPY TO REMAIN (TYP.) PROPERTY LINE (TYP.) LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-004 NORTH LANDSCAPE PLAN EX. 15" CMP INV. IN = 816.36' INV. OUT = 816.17' EXISTING WELL TO BE CAPPED AND REMAIN <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-006MATCHLINE, SHEET L1-004 PROPOSED LANDSCAPE BUFFER NOT APPLICABLE ALONG FRONTAGE OF PARCEL 84-A-40A DUE TO BEING EXCLUDED FROM THE PROPOSED SOLAR FACILITY CONSTRUCTION LIMITS 10' WIDTH LANDSCAPE BUFFER (TYP.) PROPERTY LINE (TYP.) LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-005 NORTH LANDSCAPE PLAN EX. 15" RCP INV. IN = 818.48' INV. OUT = 817.52' EX. 15" RCP INV. IN = 805.19' INV. OUT = 804.14' EX. 1 5 " R C P IN V . I N = 7 7 2 . 7 1 ' IN V . O U T = 7 7 1 . 6 2 '<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< < < < <<< < <<< < < <<<<<<<<<<<<<<<<<<<<<<<<<<<<< <<<<<<<<<<<<<<<<<<<<<<< < < < <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MV MV MV MVMV MV MV MV MV MV MV MV MATCHLINE, SHEET L1-005MATCHLINE, SHEET L1-007MATCHLINE, SHEET L1-008 10' WIDTH LANDSCAPE BUFFER (TYP.) 10' WIDTH LANDSCAPE BUFFER (TYP.) EXISTING TREE CANOPY TO REMAIN (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-006 NORTH LANDSCAPE PLAN EX. 1 5 " C M P IN V . I N = 7 6 1 . 6 0 ' IN V . O U T = 7 6 1 . 0 0 ' VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-006MATCHLINE, SHEET L1-00810' WIDTH LANDSCAPE BUFFER (TYP.) PROPERTY LINE (TYP.) LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-007LANDSCAPE PLANNORTH <<<<<<<<<<< < < < <<<<<<<<<<<<<<<<<<<<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-007MATCHLINE, SHEET L1-006 MATCHLINE, SHEET L1-009 10' WIDTH LANDSCAPE BUFFER (TYP.) EXISTING TREE CANOPY TO REMAIN (TYP.) PROPERTY LINE (TYP.) NO CHANGE TO LOD PROPOSED LANDSCAPE BUFFER (TYP.) TO BE INSTALLED UNLESS EXISTING TREES AND VEGETATION IN THIS AREA DEEMED ADEQUATE BY COUNTY STAFF LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-008 NORTH LANDSCAPE PLAN <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET L1-008 10' WIDTH LANDSCAPE BUFFER (TYP.) EXISTING TREE CANOPY TO REMAIN (TYP.) PROPERTY LINE (TYP.) NO CHANGE TO LOD PROPOSED LANDSCAPE BUFFER (TYP.) TO BE INSTALLED UNLESS EXISTING TREES AND VEGETATION IN THIS AREA DEEMED ADEQUATE BY COUNTY STAFF NO CHANGE TO LOD PROPOSED LANDSCAPE BUFFER (TYP.) TO BE INSTALLED UNLESS EXISTING TREES AND VEGETATION IN THIS AREA DEEMED ADEQUATE BY COUNTY STAFF LEGEND 10' WIDTH LANDSCAPE BUFFER - REFER TO DETAIL ON SHEET L2-000 EXISTING TREE CANOPY TO REMAIN -MINIMUM 50 FEET WIDE PER ZO §165-203.02(B)(2) LIMITS OF DISTURBANCE FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© NORTH L1-009 NORTH LANDSCAPE PLAN DECIDUOUS TREE - 1.5" CAL. MIN.2,096 Acer rubrum / Red Maple Betula nigra / River Birch Gleditsia triacanthos f. inermis / Thornless Honey Locust Liriodendron tulipifera / Tulip Poplar Platanus x acerifolia / London Plane Tree Quercus alba / White Oak Quercus phellos / Willow Oak Quercus rubra / Red Oak Tilia americana / American Linden Zelkova japonica / Japanese Zelkova EVERGREEN TREE - 4' HT. MIN.2,096 Abies concolor / White Fir Chamaecyparis obtusa / Hinoki False Cypress Cryptomeria japonica / Japanese Cedar Picea abies / Norway Spruce Pinus strobus / White Pine Pseudotsuga menziesii / Douglas Fir Sciadopitys verticillata / Umbrella Pine Thuja occidentalis / American Arborvitae Thuja plicata / Western Red Cedar Thuja plicata 'Green Giant' / Western Arborvitae SHRUBS - 18" HT. MIN 2,096 Abelia x grandiflora / Glossy Abelia Buxus sempervirens / Common Boxwood Cephalanthus occidentalis / Buttonbush Clethra alnifolia / Summersweet Cotoneaster microphyllus / Rockspray Cotoneaster Deutzia gracilis / Slender Deutzia Forsythia x intermedia / Border Forsythia Fothergilla gardenii / Dwarf Fothergilla Ilex glabra / Inkberry Holly Itea virginica / Virginia Sweetspire Juniperus chinensis / Juniper Myrica pensylvanica / Northern Bayberry Nandina domestica / Nandina Pieris japonica / Japanese Pieris Pinus mugo / Mugo Pine Rhododendron x 'Delaware Valley White' / Delaware Valley White Azalea Spiraea japonica 'Anthony Waterer' / Anthony Waterer Japanese Spirea Taxus baccata / English Yew Viburnum dentatum 'Arrowwood' / Arrowwood Viburnum Vitex agnus-castus / Chaste Tree CONCEPT PLANT SCHEDULE LANDSCAPE SCREENING DETAIL PER THE APPROVED CONDITIONAL USE PERMIT (#03-20), A MINIMUM LANDSCAPING DENSITY OF 3 PLANTS PER 10 LINEAR FEET. THE BUFFER SHALL CONSIST OF: - 1/3 DECIDUOUS TREES - 1/3 EVERGREEN TREES - 1/3 SHRUBS10'-0"100'-0" DECIDUOUS TREE EVERGREEN TREE SHRUBS FOXGLOVE SOLARSITE PLAN MODIFICATIONPREPARED FORBLUE RIDGE POWERVIRGINIAFREDERICK COUNTY© L2-000LANDSCAPE NOTES ANDDETAILSGENERAL NOTES 1. Landscaping will conform to the requirements and be in general conformance with the Frederick County Zoning Ordinance §165-203.01 2.Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection of the Landscape Architect prior to, during and after installation. 3. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs, and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to installation. Plants not approved shall be resourced and resubmitted. 4.Planting beds and individual tree plantings shall be mulched continuously as specified. 5. Prior to construction the contractor shall be responsible for locating underground utilities and execute work in a manner that avoids damage to utilities during the course of work. Contractor shall be responsible or remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape related work. 6. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference-it is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing. 7. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing, edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1) calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed the original specification identified on drawings. Replacement planting shall extend the same warranty as originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of warranty period. 8. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement by warranty shall exhibit characteristics of 30% dead-per individual plant, non-contributing or disease compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and continuous, densely established coverage. Contractor shall perform a site review at end of warranty period and provide the Owner with written documentation of the site, including plant health, warranty replacement items, and conditions that may be influencing plant health. Contractor shall remove from plants and site, all staking and guying material at end of warranty period. 9. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the work undertaken. 10. All material including planting operation appurtenances shall be of domestic origin manufacture and recommended to be sourced within 100 miles of the project site if available in type and quantity. 11. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary resulting modifications to schedules are responsibility of the Contractor. PERFORMANCE SPECIFICATION I. PLANTS A.General 1. Live healthy plants free of dead branches and parts 2.Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4.Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6.Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location recommend to be within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B.Trees: 1. Deciduous Single Trunk a.Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height-seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2.Deciduous Multi-Trunk a.Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single-Trunk a.Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d.Do not shear or otherwise prune to shape plantings C.Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3.Free of suckers and extraneous branching 4.Do not shear or otherwise prune or shape plantings D.Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E.Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation-loosen subgrade to a minimum depth of four (4) inches. Remove all non-natural materials including litter, stones, sticks and all items greater than ¾ inch in any dimension c. Preparation-spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a.Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non-varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g.Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a.Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty e.Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings II.Materials and Appurtenances A.Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B.Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non-soil items such as stones, debris, sticks, trash, and deleterious matter greater than ¾ inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C.Use of Existing Topsoil 1. Existing topsoil on-site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures D.Shredded Hardwood Mulch 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E.Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US-EPA CFR Title 40 Part 503 Standards for Class A biosolids G.Compost Testing 1. Prior to delivery on-site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2.Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H.Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J.Herbicide 1. Product and Material Safety Data as approved by Owner K.Water 1. Potable only unless otherwise approved by Owner L.Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M.Tree Ties 1. Villa Non-Abrasive Rubber Tree Ties or approved equal N.Filter Fabric 1. Mirafi 140-N or approved equal III.Execution A.Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2.Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4.Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of other trades which show development of the entire project and become familiar with the scope of required work by others. B.Planting Seasons Recommended seasons are a general guide based on historical climatic data and typical performance of plantings, and which vary dependent on project-specific environmental conditions. Due to construction schedules, recommended planting seasons may/may not coincide with request(s) for certificate of occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner on an individual project basis. 1. Deciduous and Evergreen Trees Do not install/plant the following trees between September 15 and March 15 1. Oaks (Quercus Sp., Such as Q. rubra, Q. alba, Q. phellos, Q. coccinnea) 2. Dogwood (Cornus Sp.) 3. Sweetgum (Liquidambar Sp.) 4. All Conifers and Evergreens except White Pine (Pinus strobus Sp.) 2. Deciduous and Evergreen Shrubs a.Install/plant between March 15 and June 15 and/or September 15 and November 30 3. Perennials a.Install/plant between March 15 and June 15 and/or September 15 and November 30 4. Spring Flowering Bulbs a.Install/plant between September 15 and December 15 5. Seasonal Annuals a. Install/plant in season per approved schedule 6. Turf Grass a. Install/plant between March 15 and May 15 and/or September 15 and November 30 b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40) degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work 7. No Plant Installation a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner C.Positioning & Location of Plantings 1. Position plants to show the most-prominent and well-formed face to most-public view 2.Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning installation 3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without Owner approval D.Implementation 1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner 2.Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor. Plan accordingly for procurement of materials 3. Continuously update implementation schedule and notify Owner of progress. Delays related to material availability are not cause for non-completion of scheduled delivery of work 4.Report delays due to weather or site conditions immediately upon finding. Provide recommendation for remedy of schedule delays. Do not work, place or modify frozen soil 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor E.Clean Up 1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site furnishings, etc. 2.Repair any damage to existing conditions that occurred during execution of work. 3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape Architect. UNDISTURBED SOIL PEDESTAL SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL MAKE (3) - 1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED 2X WIDTH OF ROOT BALL D NOT TO SCALE SHRUB PLANTING TOP OF ROOT BALL SHALL BEFLUSH WITH FINISHED GRADE. EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT PRIOR TO MULCHING, LIGHTLY TAMPSOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE TREE. DO NOTOVER-COMPACT. WHEN THE PLANTINGHOLE HAS BEEN BACKFILLED 3" LAYER OF MULCH.MULCH ON TOP OF ROOT BALL SHALLNOT EXCEED 1" BOTTOM OF ROOT BALL RESTS ONEXISTING OR RECOMPACTING SOIL. CENTRAL LEADER FINISHED GRADE. 3x WIDEST DIMENSION OF ROOT BALL LOOSENED SOIL. TURN THE SOIL TOREDUCE COMPACTION TO THE AREAAND DEPTH SHOWN.6'-0"THREE (3) TWO INCH TREE STAKES.INSTALL 6" AWAY FROM EDGE OF THEROOT BALL. STAKE LOCATION SHALLNOT INTERFERE WITH PERMANENTBRANCHES. STAKES SHALL BE PAINTEDBLACK PRIOR TO INSTALLATION. NON-ABRAISIVE RUBBER TIES. PLAN VIEW NON-ABRAISIVE RUBBER TREE TIES TREE STAKES REMOVE NURSERY STAKE PREVAILING WIND A NOT TO SCALE DECIDUOUS TREE PLANTING SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED UNDISTURBED SOIL PEDESTAL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS 2" SHREDDED HARDWOOD MULCH GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED ARBORTIE AT BARK 2X WIDTH OF ROOT BALL B NOT TO SCALE EVERGREEN TREE PLANTING