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Home My WebLink About56-22 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© FOXGLOVE SOLAR UTILITY-SCALE SOLAR POWER GENERATING FACILITY FREDERICK COUNTY, VA 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/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 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/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 12.93 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 DEQ VAR10 PERMIT CONDITIONAL USE PERMIT #03-20 7/9/2020 APPROVED FOXGLOVE SWITCHYARD #56-22 PENDING 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 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© C0-001GENERAL NOTES FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LODLODLODLODL O D LOD LODL O D LO D LO D LODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLOD LODLODLODLOD C1-001 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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'LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODFPFPFPFPFPFPFPFPFPFPFPFP FPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPTM #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 VARIABLE WIDTH PROPERTY LINE SETBACK LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 NORTH LODLODLOD LODLODLODLODLODLODLODLODLOT 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 VARIABLE WIDTH PROPERTY LINE SETBACK LODLODLOD LODLODLODLODLODLODLODLODMATCHLINE, 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLOD LODLODLODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LOD LOD FPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP TM #73 A 20 CHARLES C BAUSERMAN DB 790, PG 376 ZONING: RA EXISTING WELL TO BE CAPPED AND REMAIN VARIABLE WIDTH PROPERTY LINE SETBACK LODLOD LODLODLODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LOD LOD MATCHLINE, 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 NORTH LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLOD LODLODLODL O D LOD LO D LODL O D LOD LOD LOD LOD LODLODLO D L O D L O D LODLODLODLODLODLODL O D LODLODLODLODFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPTM #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 VARIABLE WIDTH PROPERTY LINE SETBACK LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLOD LODLODLODL O D LOD LO D LODL O D LOD LOD LOD LOD LODLODLO D L O D L O D LODLODLODLODLODLODL O D LODLODLODLODMATCHLINE, 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"WN21°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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLODLODLODL O D LODLODLODLODLODLODLODLOD LOD LODLODL O D LODLODL O D LODLO D LO D LO D L O D L O D L O D LODLODLODLODLODLODLODLOD LOD LODFPFPFPFPTM #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" CMPINV. 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 EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS REROUTING 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 LODLODLODLODL O D LODLODLODLODLODLODLODLOD LOD LODLODL O D LODLODL O D LODLO D LO D LO D L O D L O D L O D LODLODLODLODLODLODLODLOD LOD LODMATCHLINE, 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'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 LODLOD LODLODLODLODLODL O D LODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LODLODLODLODLODLODLODLODLOD LODLODLODLOD LODEXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS VARIABLE WIDTH PROPERTY LINE SETBACK LODLOD LODLODLODLODLODL O D LODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD MATCHLINE, SHEET C1-005MATCHLINE, SHEET C1-007 MATCHLINE, SHEET C1-008 75'60'75'200'50'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLOD LODLODLODLODLODLO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK LODLOD LODLODLODLODLODLO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LODLODLODLODLODLODMATCHLINE, SHEET C1-006MATCHLINE, SHEET C1-008 1 0 0'60'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODLODLODLODLODLODLODLODLODLODLO D LO D LODL O D LODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK LODLODLODLODLODLODLODLODLODLODLO D LO D LODL O D LODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODMATCHLINE, SHEET C1-007 MATCHLINE, SHEET C1-006 MATCHLINE, SHEET C1-009 100' 50'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 NORTH EXISTING CONDITIONS ANDDEMOLITION PLAN LODL O D L O D L O D L O D L O D LODLOD LOD LODLODLODLO D LODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODTM #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 VARIABLE WIDTH PROPERTY LINE SETBACKLOD L O D L O D L O D L O D L O D LODLOD LOD LODLODLODLO D LODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODMATCHLINE, 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 SFSFSFSFSFSFSFSFSFSFSF<<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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© NORTH C2-000OVERALL EROSION ANDSEDIMENT CONTROL 5C 16C 14C 40B FP FPFPFPFPLODLODLODCE SFSFMATCHLINE, SHEET C2-001 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 . 8 200' 17E 16C 16D 32C 17E 14C 16D 16C 17E 5C 14C FPFPFPFPFPFPFP FPFPFPFPFPFPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD SFSFSFSFSFSFSFSFSFSFSFSFSFSSFSFSFSFSF SFSFSFSFSFSFSFSFSSFSFSFSFSFSFSFSFSFSFSFSFSFSF SUPER SILT FENCE TO BE USED FOR ADDITIONAL WETLAND PROTECTION VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-002MATCHLINE, SHEET C2-003 MATCHLINE, SHEET C2-001 100'50'200'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLOD LODLODLODLODLODLODLODLODSF DRAINAGE AREA B5 72.04AC VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-001 MATCHLINE, SHEET C2-00350'100'100'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 FPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP LODLOD LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODL ODL O D LO D LODLODLODLODLODLODLODLODLODLODLO D LODLODLODLODLODL OD L OD L OD DRAINAGE AREA B6 9.96 AC DRAINAGE AREA B7 6.74 AC DRAINAGE AREA B4 1.12 AC ST-B04SHEET C2-100 SB-B05 SHEET C2-100 SB-B06 SHEET C2-100 SB-B07 SHEET C2-100 SB-B08 SHEET C2-100 DRAINAGE AREA B5 72.04AC <<<<<<<<<<<<<<<SFSFB/M B/M TYP. CD TYP. CD SCCB6 SCCB7 SFSFSFS F SFSFVARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-002 MATCHLINE, SHEET C2-001 MATCHLINE, SHEET C2-004 EXISTING WELL TO BE CAPPED AND REMAIN 200'100'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 PLAN 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 32C 14D 14D 6C 7C 7C 7C 14C FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLOD LODLODLODL O D LOD LO D LODL O D LOD LOD LOD LOD LODLODLO D L O D L O D LODLODLODLODLODLODL O D LODLODLODLODDRAINAGE AREA B9 3.76 AC DRAINAGE AREA C1 8.08 AC SB-B09 SHEET C2-100 SB-B10 SHEET C2-100 DRAINAGE AREA B8 38.58 AC DRAINAGE AREA B10 28.74AC < <<<<<SFTYP. B/M TYP. CDSCCB9 SF SF SF <SCCC1 TYP. CD SB-C01 SHEET C2-100 VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-005 MATCHLINE, SHEET C2-003 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 EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS 100' 200'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 FPFPFPFPLODLODLODLODL O D LODLODLODLODLODLODLODLOD LOD LODLODL O D LODLODL O D LODLOD LOD LO D LO D LO D L O D LODLODLODLODLODLODLODLOD LOD LODREROUTING OF OVERHEAD ELECTRIC LINE TO BE COMPLETED BY OTHERS (TYP.) AREA C1 8.08 AC DRAINAGE AREA C4 11.23 AC SB-C04SHEET C2-101 DRAINAGE AREA C2 38.20 AC <<<<<<<<<<<<<<TYP. B/M TY B/ T C TYP. CD TYP. CD SCCC4-B SCCC4-A SC<SB-C01 SHEET C2-100 SB-C02 SHEET C2-101 SCCC-2A CD SHEET C <<<<<<<<<<<<<<<<SCCC-2B VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-004 MATCHLINE, SHEET C2-006 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 RELOCATION OF ELECTRIC STRUCTURE TO BE COMPLETED BY OTHERS (TYP.) EXISTING WELL TO BE CAPPED AND REMAIN EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS 60'200'100'60'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 PLAN 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 W 7C 6C 32B 6C 31B 32C6C 32B TEMPORARY LAYDOWN AREA LODLODLOD LODLODLODLODLODLOD LODLODLOD LODLODLODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD DRAINAGE AREA C3 4.43 AC DRAINAGE AREA D4 26.27 AC SB-C03 SB-D03SHEET C2-102 SB-D04SHEET C2-101 DRAINAGE AREA CWD 27.92 AC DRAINAGE AREA D3 81.92 AC <<<<<<<<<< < < <<<<<<<<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 SHEET C2-101 180 LF OF 30" RCP SF SF CE <<< CWD TYP. CD SFSFSF SF <<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-005MATCHLINE, SHEET C2-008 MATCHLINE, SHEET C2-007EX. 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 ' 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 ' 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 75'60'75'200'50'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLO D LODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODTEMPORARY LAYDOWN AREA SB-D02SHEET C2-101 SFSFSF SF VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-008MATCHLINE, SHEET C2-006EX. 1 5 " C M P IN V . I N = 7 6 1 . 6 0 ' IN V . O U T = 7 6 1 . 0 0 ' 1 0 0 '60'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODLODLODLODLODLODLODLO D LO D LODLO D LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODDRAINAGE AREA D5 13.78 AC DRAINAGE AREA D1 7.73 AC DRAINAGE AREA E1 18.59 AC DRAINAGE AREA E2 7.56 AC SB-D05 SHEET C2-101 SB-D01 SHEET C2-101 SB-E01 SHEET C2-102 SB-E02SHEET C2-102 DRAINAGE AREA D2 86.79 AC <<<<<<<<<<<<<<<<<<<<<SF<<<<<SFSFTYP. B/M TYP. B/M TYP. B/M TYP. CD TYP. CD TYP. CD SCCD1 SCCD4-A SCCD5 SF SF SF SF VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-007MATCHLINE, SHEET C2-009 MATCHLINE, SHEET C2-006 W12. HITES RD ROUTE 625(40' R/W)SPEED LIMIT: 55 MPHDB 346, PG 229W12. HITES RD ROUTE625(40' R/W)DB 346, PG 22910 0 ' 50'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODL O D L O D L O D L O D L O D LODLO D LOD LODLODLODLOD LODLOD LOD LODLOD LODLO DLODLODLODLODLODLODLODLODLODLODLODLO D LODLODLODLODLODLODSFSFDRAINAGE AREA E4 11.84 AC DRAINAGE AREA E3 24.23 AC DRAINAGE AREA E5 21.10 AC SB-E04 SHEET C2-102 SB-E05SHEET C2-102 <<<<<<<<<<<<<<<<<<<<SFS F TYP. B/M TYP. B/M TYP. CD TYP. CD SCCE5 SCCE3 SB-E03 SHEET C2-102 <<<<<<<<<<<<<<<SCCE4 TYP. CD VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C2-008 50'1 0 0'60'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 PLAN 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 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 LODLODLOD ST-B04TOP: 829.00 BOT: 826.00 40 LF OF 12" HDPE SF SFSFOP B/M SF ES BOTTOM WIDTH: 8' FM LODLODLODLODLODLODLO D LOD LO D L 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" RCP LODLODLODLODLODLODLODLODSB-B06 TOP: 782.00 BOT: 775.00 24"X36" CONCRETE RISER 55 LF OF 24" RCP <<<SFSFSFSFSFOP B/M SF CD FM ESBOTTOM WIDTH: 18' BAFFLE FM FM LODLODLODLOD LO DSF SB-B07 TOP: 783.50 BOT: 776.50 50 LF OF 18" RCP <<<B/M SF CD FM ES BOTTOM WIDTH:20' BAFFLE FM FM OP 24"X36" CONCRETE RISER LOD LODLOD LOD LOD LODLODLODLODLODSFSFSF DA TOP: 805.00 BOT: 796.00 < <<<<< < <<< OP B/MSF BOTTOM WIDTH: 34'ES 2 - 80 LF OF 30" RCP 2 - 48"X48" CONCRETE RISER FM FM SB-B08 LODLODLODLODLO D LOD DASB-B09 TOP: 781.00 BOT: 775.00 24"X36" CONCRETE RISER 50 LF OF 18" RCP < < < <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" RCPSFSF S F SF B/M SF BAFFLE FM FM FM ES BOTTOM WIDTH: 38' OP LODLODLODLODLODLODSF <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 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 C2-102 FM OUTLET PROTECTION3.18 SF OP UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) UPSTREAM BASIN DIVERSION (TYP.) LODLODLOD LOD SB-D01 TOP: 802.00 BOT: 796.00 62 LF OF 24" RCP 24"X36" CONCRETE RISER <<SFSFSF OP B/M SF CD FM ESBOTTOM WIDTH: 20' BAFFLE FM LODLODLODLODLODLODLODLODLODLODLODSB-D02TOP: 752.50 BOT: 744.00 4'X25' CONCRETE CAST-IN-PLACE RISER SFSFSFSFSFSFSFB/M SF ESBOTTOM WIDTH: 40' 4 - 93 LF 2'x4' CONCRETE PRE-CAST BOX CULVERTS OP LODLODLODLOD LOD SB-D04TOP: 790.50 BOT: 784.00 2 - 48"X48" CONCRETE RISER 2 - 60 LF OF 36" RCP < < <SFSF SF SFOP B/M SF CD CD FM ESBOTTOM WIDTH: 30' BAFFLE FM << FM L O D LODLODLOD L O D LOD SB-D05 TOP: 803.50 BOT: 797.50 48"X48" CONCRETE RISER<<SFSFSFSFOP 63 LF OF 36" RCP B/M SF CD FM ES BOTTOM WIDTH: 8' BAFFLELODLODSB-C03 45 LF OF 18" RCP 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 LO D L O D LODSB-C04TOP: 807.00 BOT: 799.00 64 LF OF 24" RCP<<<<<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 LO D EXISTING WELL TO BE CAPPED AND REMAIN EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS 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<<<FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 C2-102 FM OUTLET PROTECTION3.18 SF OP 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.) LODLODLODLODSB-E01 TOP: 805.50 BOT: 799.50SFSFSFSF SF67 LF OF 30" RCP 48"X48" CONCRETE RISER OP B/M SF ESBOTTOM WIDTH: 24' BAFFLE FM FM FM FM LODLOD LODLO D SB-E02TOP: 814.00 BOT: 809.00 SFSFSFSF24"X36" CONCRETE RISER 55 LF OF 18" RCP OP B/M SF ESBOTTOM WIDTH: 8' LOD LODLODLODSFSFSFSFSFSB-E03 TOP: 762.00 BOT: 753.00 B/M SF BAFFLE FM <<<CD OP 3 - 90 LF OF 24" RCP 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" RCP OP B/M SF ES BOTTOM WIDTH: 8' BAFFLE FM FM FM <<CD LODLODLODLODLODLODLODLOD LODSB-E05TOP: 777.00 BOT: 771.00 <<SF SFSFSFSF SF 2 - 72 LF OF 30" RCP 2 - 48"X48" CONCRETE RISER OP B/M SF CD FM ESBOTTOM WIDTH: 8'LODLODLODLODLODLOD SB-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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 C2-102 FM OUTLET PROTECTION3.18 SF OP SEDIMENT BASIN D03 SCALE: 1" = 40' UPSTEAM DIVERSION BERM (TYP.) UPSTEAM DIVERSION BERM (TYP.) FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 MATTING9 N.T.S SOIL STABILIZATION MATTING (EC-3)6 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. N.T.S STORMWATER CONVEYANCE CHANNEL10 DESIGN FLOW DEPTH (MINIMUM 2') 0.5' FREE BOARD 3:1 SIDE SLOPES DESIGN BOTTOM WIDTH (MINIMUM 2') SOURCE: KIMLEY-HORN MODIFIED DETAIL OF VESCH 3.12-1 CHANNEL TO HAVE MINIMUM 2% LONGITUDINAL SLOPE TYPICAL SECTION - GRASS LINED STORMWATER CONVEYANCE CHANNEL SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.38-2 N.T.S TREE PROTECTION5 ANTI-VORTEX DEVICE STEEL BASE CONCRETE RISER RCP OUTFALL PIPE 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 RISER CREST DEWATERING DEVICE DRY STORAGE 67 C.Y./AC EXISTING GROUND ELEVATION 0.5' *SEDIMENT CLEANOUT POINT (TO BE MARKED ON RIDER) 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. 12 RISER STRUCTURE WITH ORIFICE12 N.T.S RISER CONCRETE BASE8 CREST OF EMERGENCY SPILLWAY N.T.S VDOT STORMWATER MANAGEMENT DETAIL (SWM) DETAIL 30213 N.T.S BARREL SPACING DETAIL WITH OUTLET PROTECTION7 N.T.S EMERGENCY SPILLWAY CROSS SECTION11 N.T.S BLANKET DRAIN3 N.T.S CONCRETE CRADLE PIPE BACKFILL4 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY©ESC DETAILSC2-202 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY©ESC SPREADSHEETSC2-203 SB-C03 SB-C04 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODFPFPFPFPFPFPFPFPFPFPFPFP FPFP 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 36 LF OF 18" RCP US INVERT: 788.50 DS INVERT: 787.50 3 - 44 LF OF 18" RCP US INVERT: 784.50 DS INVERT: 782.50 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 NORTH VARIABLE WIDTH PROPERTY LINE SETBACK LODLODLOD LODLODLODLODLODLODLODLODMATCHLINE, SHEET C3-003MATCHLINE, SHEET C3-001 VARIABLE WIDTH PROPERTY LINE SETBACK 12.0' GRAVEL ROAD (TYP) 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 R 4 0 . 0 ' 2.0' ROAD SHOULDER (TYP) 50'100'100'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 NORTH VARIABLE WIDTH PROPERTY LINE SETBACK EXISTING WELL TO BE CAPPED AND REMAIN LODLOD LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODL ODL O D LO D LODLODLODLODLODLODLODLODLODLODLO D LODLODLODLODLODL ODL ODL ODFPFPFPFPFPF P 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-B04 P-B05 P-B06 P-B07 P-B08 SCCB6 SCCB7 MATCHLINE, SHEET C3-002 12.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER (TYP)70.0' (TYP) 200.0'PROPERTYSETBACK R 40.0'(TY P )R 4 0.0'( T Y P ) NORTHING: 7077706.10 EASTING: 11545004.27 NORTHING: 7077379.98 EASTING: 11544713.00 NORTHING: 7076360.28 EASTING: 11544649.33 NORTHING: 7076720.70 EASTING: 11544408.17 36 LF OF 12" HDPE US INVERT: 822.00 DS INVERT: 821.50 42 LF OF 12" HDPE US INVERT: 803.50 DS INVERT: 800.50 27 LF OF 12" CLASS V RCP US INVERT: 804.50 DS INVERT: 803.50 4 - 28 LF OF 12" CLASS V RCP US INVERT: 805.00 DS INVERT: 804.00 73 LF OF 12" RCP US INVERT: 806.40 DS INVERT: 805.70 37 LF OF 12" CLASS V RCP US INVERT: 813.00 DS INVERT: 812.50 200'100'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY © NORTH C3-003SITE GRADING ANDDRAINAGE PLAN 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 NORTH VARIABLE WIDTH PROPERTY LINE SETBACK EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLOD LODLODLODL O D LOD LO D LODL O D LOD LOD LOD LOD LODLODLO D L O D L O D LODLODLODLODLODLODL O D LODLODLODLODFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPMATCHLINE, SHEET C3-003 ALL 2:1 SLOPES TO BE SODDED AND STAKED VARIABLE WIDTH PROPERTY LINE SETBACK ALL 2:1 SLOPES TO BE SODDED AND STAKED P-B09 P-B10 < < < < < < SCCB9 <SCCC1 MATCHLINE, SHEET C3-005 12.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER 70.0' ( T Y P ) 200.0' PROPE R T Y S E T B A C K R 4 0 . 0 ' ( T Y P ) NORTHING: 7076360.28 EASTING: 11544649.33 NORTHING: 7076034.70 EASTING: 11544357.03 NORTHING: 7075531.03 EASTING: 11544289.86 2 - 82 LF OF 30" CLASS V RCP US INVERT: 809.00 DS INVERT: 800.00 2 - 107 LF OF 18" CLASS V RCP US INVERT: 792.50 DS INVERT: 787.00 2 - 50 LF OF 24" RCP US INVERT: 819.20 DS INVERT: 818.80 100' 200'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 NORTH SITE GRADING ANDDRAINAGE PLAN VARIABLE WIDTH PROPERTY LINE SETBACK 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 EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS LODLODLODLODL O D LODLODLODLODLODLODLODLOD LOD LODLODL O D LODLODL O D LODLO D LO D LO D LO D L O D L O D LODLODLODLODLODLODLODLOD LOD LODFPFPFPFPMATCHLINE, 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 R40.0' ( T Y P) 12.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER (TYP) NORTHING: 7072263.36 EASTING: 11545925.72 EXISTING VDOT ENTRANCE PERMITTED WITH SWITCHYARD SITE PLAN 4 - 46 LF OF 18" RCP US INVERT: 823.50 DS INVERT: 823.00 200'100'60'60'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 NORTH SITE GRADING ANDDRAINAGE PLAN VARIABLE WIDTH PROPERTY LINE SETBACK EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS LODLODLOD LODLODLODLODLODL O D LODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD MATCHLINE, SHEET C3-007 VARIABLE WIDTH PROPERTY LINE SETBACK P-C03 P-D03 P-D04 SCCC4-A SCCC3 SCCC3-A SCCD3 SCCD4-B CWD MATCHLINE, SHEET C3-005 MATCHLINE, SHEET C3-008 2.0'ROAD SHOULDER (TYP)70.0' (TYP) 12.0'GRAVEL ROAD (TYP) NORTHING: 7072866.61 EASTING: 11548857.23 NORTHING: 7072064.72 EASTING: 11548143.83 4 - 44 LF OF 12" HDPE US INVERT: 766.50 DS INVERT: 765.50 4 - 47 LF OF 18" RCP US INVERT: 764.50 DS INVERT: 764.00 2 - 46 LF OF 18" RCP US INVERT: 800.00 DS INVERT: 799.50 45 LF OF 18" RCP US INVERT: 769.00 DS INVERT: 768.00 PROPOSED VDOT ENTRANCE 2 - 85 LF OF 18" CLASS V RCP US INVERT: 775.00 DS INVERT: 774.00 3 - 67 LF OF 18" CLASS V RCP US INVERT: 775.00 DS INVERT: 774.00 48 LF OF 18" RCP US INVERT: 780.00 DS INVERT: 779.00 182 LF OF 30" RCP US INVERT: 766.00 DS INVERT: 764.00 TEMPORARY LAYDOWN TO BE DEMOLISHED AND RESTORED R 4 0 . 0' ( T Y P ) 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 75'60'75'200'50'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 PLAN NORTH VARIABLE WIDTH PROPERTY LINE SETBACK LODLOD LODLODLODLODLODLO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LODLODLODLODLODLODMATCHLINE, SHEET C3-006 VARIABLE WIDTH PROPERTY LINE SETBACK P-D02 MATCHLINE, SHEET C3-008 12.0'GRAVELROAD(TYP) 2.0'ROADSHOULDER(TYP) 50'X100' PERMANENT LAYDOWN AREA NORTHING: 7072315.08 EASTING: 11550017.44 2 - 96 LF OF 18" CLASS V RCP US INVERT: 749.00 DS INVERT: 748.00 96 LF OF 15" CLASS V RCP US INVERT: 749.00 DS INVERT: 748.00 P 00 00 TEMPORARY LAYDOWN TO BE DEMOLISHED AND RESTORED 1 0 0'60'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY © NORTH C3-007SITE GRADING ANDDRAINAGE PLAN 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 NORTH VARIABLE WIDTH PROPERTY LINE SETBACK LODLODLODLODLODLODLODLODLODLODLO D LO D LODL O D LODLODLODL O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODMATCHLINE, SHEET C3-007 MATCHLINE, SHEET C3-006 MATCHLINE, SHEET C3-009 VARIABLE WIDTH PROPERTY LINE SETBACK P-D05 P-D01 P-E01 P-E02 SCCD1 SCCD4-A SCCD5 12.0' GRAVEL ROAD (TYP) 2.0' ROAD SHOULDER (TYP)70.0' (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 55 LF OF 18" RCP US INVERT: 818.00 DS INVERT: 817.00 LOW WATER CROSSING (SEE DETAIL SHEET C0-002) 100' 50'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 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 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 5LODL O D L O D L O D L O D L O D LODLOD LOD LODLODLODLO D LODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODVARIABLE 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 56 LF OF 24" RCP US INVERT: 764.00 DS INVERT: 762.50 PROPOSED VDOT ENTRANCE 70.0' (TYP)LOW WATER CROSSING (SEE DETAIL SHEET C0-002)50'1 0 0 '60'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LODLODLODLODL O D LOD LODL O D LO D LO D LODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLOD LODLODLODLOD < <<<<< <<<<<<<<<<<<<<<<<<<< <<< <<< <<<<<<<<<<<<<<<C4-001 C4-003 C4-002 C4-004 C4-005 C4-006 C4-009 C4-007 C4-008 C4-001 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD VARIABLE WIDTH PROPERTY LINE SETBACK < <<<<< <<<<MATCHLINE, SHEET C4-003 MATCHLINE, SHEET C4-002 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLOD LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<< <<< <<<<MATCHLINE, SHEET C4-003 MATCHLINE, SHEET C4-001 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 MAP 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 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 FPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP FPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP 29 17E 14D 17E 14C 32B LODLOD LODLODLODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLOD L O D LO D LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LOD LOD VARIABLE WIDTH PROPERTY LINE SETBACK < <<<<< < <<<<< < <<<< <<< <<<<< <<<<<<<<<< < < < < < < <<< < <<<MATCHLINE, SHEET C4-002MATCHLINE, SHEET C4-001 MATCHLINE, SHEET C4-004 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLOD LODLODLODL O D LOD LO D LODL O D LOD LOD LOD LOD LODLODLO D L O D L O D LODLODLODLODLODLODL O D LODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK < < < << << << < <<<<<<<<<<<<<<<< < < < < < < < < < < <<<< < < <<<<<<<<<< <<<<<<<<<< < < < <<< <<<<<<<<<<<<<< < < < < <<<<<<<<< << < < < <<<<<<<<MATCHLINE, SHEET C4-003 MATCHLINE, SHEET C4-005 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 EXISTING WELL TO BE CAPPED AND REMAIN EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERSFPFPFPFPFPFPFPFP LODLODLODLODL O D LODLODLODLODLODLODLODLOD LOD LODLODL O D LODLODL O D LODLOD LOD LO D L O D L O D L O D LODLODLODLODLODLODLODLOD LOD LODVARIABLE WIDTH PROPERTY LINE SETBACK < <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-006 MATCHLINE, SHEET C4-004 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 MAP 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 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 ' 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 ' 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 W 7C 6C 32B 6C 31B 32C6C 32B LODLODLOD LODLODLODLODLODLOD LODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD VARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-005MATCHLINE, SHEET C4-007MATCHLINE, SHEET C4-008 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODLODLODLODLODLODLODLO D LO D LODLO D LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<< < < << < < <<<<<<<<<<<<<<<<<<<<<<<<<<< < < <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-007MATCHLINE, SHEET C4-006 MATCHLINE, SHEET C4-009 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 7CLODL O D L O D L O D L O D L O D LODLOD LOD LODLODLODLO D LODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<<<<<<<<< < < < < < < < < <<<<<<<<<<< MATCHLINE, SHEET C4-008 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLO D LODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODVARIABLE WIDTH PROPERTY LINE SETBACK <<<<<<<<<<<<<<<<<<<<<<<<MATCHLINE, SHEET C4-006MATCHLINE, SHEET C4-008FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODL O DLODLODLODLODLODLODLODLODLODLODLODLODL O D LODLODLODLODL O D LOD LODL O D LOD LOD LODLODLODLODLODLO D LOD LODLODLODLODLODLODLODLO DL ODLODLODLODL OD <<<<<<<<<<<<<<<<<< < <<< <<<<<<<<<<< <<FPFPF P FPFPFPFPFPFPFPFPFP FPFP FPFPF P FPF P FPF P FP FPFPFPFPFP F P FPFPFPFPF P FPFPF P FPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPF PFPFP C4-101 C4-103 C4-102 C4-104 C4-105 C4-106 C4-109 C4-107 C4-108 C4-101 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© NORTH C4-100OVERALLPOST-DEVELOPMENT DAMAPNORTH LODLODLODFP FPFPFPFP5C 16C 14C 40B MATCHLINE, THIS SHEET LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODFPFPFPFPFPFPFPFPFPFPFPFP FPFP FPFP FP FPFPFP FPFP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPVARIABLE WIDTH PROPERTY LINE SETBACK 17E 16C 16D 32C 17E 14C 16D 16C 17E 5C 14C MATCHLINE, SHEET C4-103 MATCHLINE, SHEET C4-102SSFSSFSUPER SILT FENCE TO BE USED FOR ADDITIONAL WETLAND PROTECTION FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLOD LODLODLODLODLODLODLODLOD<<<<<<<<< < <<<<VARIABLE WIDTH PROPERTY LINE SETBACK 14C 32B 14C 14D MATCHLINE, SHEET C4-101 MATCHLINE, SHEET C4-103FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLOD LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODL ODL O D LO D LODLODLODLODLODLODLODLODLODLODLO D LODLODLODLODLODL OD L OD L OD <<< << < < < <<< < <<<<<<<<<<<FPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPF P FPFPFPFPFPFPFPFPFPFPFPFPFPF P FP EXISTING WELL TO BE CAPPED AND REMAIN VARIABLE WIDTH PROPERTY LINE SETBACK MATCHLINE, SHEET C4-101 MATCHLINE, SHEET C4-104 MATCHLINE, SHEET C4-102 P-B04 P-B05 P-B06 P-B07 P-B08<<<<<<<<<<<<<<< SCCB6 SCCB7 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLOD LODLODLODL O D LOD LO D LODL O D LOD LOD LOD LOD LODLODLO D L O D L O D LODLODLODLODLODLODL O D LODLODLODLOD< < < << << <<<<<<<<<<<<<<<<< < < < <<<<< <<<<<<<< <<<<<<<<< < <<FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPEXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS VARIABLE WIDTH PROPERTY LINE SETBACK 32C 14D 14D 6C 7C 7C 7C 14C MATCHLINE, SHEET C4-103 MATCHLINE, SHEET C4-105 P-B09 P-B10 < <<<<< SCCB9 <SCCC1 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODL O D LODLODLODLODLODLODLODLOD LOD LODLODL O D LODLODL O D LODLOD LOD LO D LO D LO D L O D LODLODLODLODLODLODLODLOD LOD LOD< <<<<<<<<<<<<<<<<<<<<<<FPFPFPFPEXISTING WELL TO BE CAPPED AND REMAIN EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS VARIABLE WIDTH PROPERTY LINE SETBACK 4 - 46 LF OF 18" RCP US INVERT: 823.50 DS INVERT: 823.00 MATCHLINE, SHEET C4-104 MATCHLINE, SHEET C4-106 P-C01 <<<<<<<<<<<<<<SCCC4-B SCCC4-A SC<SCCC-2A P-C02 P-C04<<<<<<<<<<<<<<<<SCCC-2B FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICKCOUNTY© 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 LODLODLODLODLODLOD LODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< < < <<<< <<<<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 ' 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 ' EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS VARIABLE WIDTH PROPERTY LINE SETBACK MV MV W 7C 6C 32B 6C 31B 32C6C 32B 4 - 44 LF OF 12" HDPE US INVERT: 766.50 DS INVERT: 765.50 4 - 47 LF OF 18" RCP US INVERT: 764.50 DS INVERT: 764.00 2 - 46 LF OF 18" RCP US INVERT: 800.00 DS INVERT: 799.50 45 LF OF 18" RCP US INVERT: 769.00 DS INVERT: 768.002 - 85 LF OF 18" CLASS V RCP US INVERT: 775.00 DS INVERT: 774.00 3 - 67 LF OF 18" CLASS V RCP US INVERT: 775.00 DS INVERT: 774.00 48 LF OF 18" RCP US INVERT: 780.00 DS INVERT: 779.00 182 LF OF 30" RCP US INVERT: 766.00 DS INVERT: 764.00 MATCHLINE, SHEET C4-107MATCHLINE, SHEET C4-105MATCHLINE, SHEET C4-108 P-C03 P-D03 P-D04<<<<<<<<<< < < <<<<<<<<< SCCC4-A SCCC3 SCCC3-A SCCD3 SCCD4-B <<<<<<< <<< CWD <<<<<<FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLODLODLODLODLODLODLODLODLODLO D LO D LODLO D LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLOD<<< <<<<<<< << <<<<<<<<<<<<<<<<<<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK 31B 6C 32C 7C 31B 6C W6C 55 LF OF 18" RCP US INVERT: 818.00 DS INVERT: 817.00 LOW WATER CROSSING (SEE DETAIL SHEET C0-002)MATCHLINE, SHEET C4-107MATCHLINE, SHEET C4-109 MATCHLINE, SHEET C4-106 P-D05 P-D01 P-E01 P-E02<<<<<<<<<<<<<<<<<<<<<<<<<<SCCD1 SCCD4-A SCCD5 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODL O D L O D L O D L O D L O D LODLOD LOD LODLODLODLO D LODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD<<<<<<<<<<<<<<<<<<<<<<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK 6C 6C 32B 32B 32C 31B 7C 56 LF OF 24" RCP US INVERT: 764.00 DS INVERT: 762.50 LOW WATER CROSSING (SEE DETAIL SHEET C0-002) MATCHLINE, SHEET C4-108 P-E04 P-E05 <<<<<<<<<<<<<<<<<<<<SCCE5 SCCE3 P-E03 <<<<<<<<<<<<<<<SCCE4 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LODLO D LODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLOD<<<<<<<<<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 32C 6C 7C 6C 40B 6C 2 - 96 LF OF 18" CLASS V RCP US INVERT: 749.00 DS INVERT: 748.00 96 LF OF 15" CLASS V RCP US INVERT: 749.00 DS INVERT: 748.00 182 LF OF 30" RCP US INVERT: 766.00 DS INVERT: 764.00 MATCHLINE, SHEET C4-106MATCHLINE, SHEET C4-108P-D02 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY©STORMWATER DETAILSC4-200 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS N.T.S TRASH RACK FOR RECTANGULAR DRAINAGE STRUCTURE5 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 STANDARD BASIN PROFILE1 NOTES: 1. CONSTRUCTION AND COMPACTION SHALL BE PER THESE PLANS AND THE GEOTECHINICAL REPORT. COMPACTION TO BE FIELD VERIFIED BY A QUALIFIED GEOTECHNICAL ENGINEER. 2. BASINS ARE GRADED AT A 2:1 SLOPE FROM BOTTOM OF BASIN TO TOP OF BASIN ELEVATION AND 3:1 SLOPE FROM TOP OF BASIN ELEVATION TO EXISTING GRADE. N.T.S PERMANENT RISER DETAIL4 N.T.S PERMANENT RISER CONVERSION3 5:1 SIDE SLOPES GABION WALL DETAIL WITH WEIR (6.5') N.T.S.7 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.8 STANDARD DETAIL FOR BOX CULVERT WINGWALL N.T.S.9 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LODLODLOD LODLODLODLODLODLODLOD L O D LO D LOD LODLODLODLODL O D LODL O D L O D LODLO D LODLO D LODLODLODLODLOD LO D LODLOD LOD 17E 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 229FPLODLODLODLODLODLODLO D LODLODLODLO D LOD LODLODLODL O D L O D LODLO D LOD LODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LODLOD LODLODLODLODLODLODLODLODLOD14C 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© C4-203STORMWATER QUALITY < <<<<< < < <<<< < < < < < < < < < <LODLODLOD LOD LOD LOD LODLODLODLODLODLOD12.0' 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 " R C P @ 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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" RCP @ 8.53% FLOWPATH (TYP.) FOREBAY 1 OUTLET PROTECTION SEE SHEET C2-203 NORMAL POOL: 800' REQUIRED Tv: 24,603 CF FLEXAMAT (TYP.) <<<<<<<<<<<<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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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' NORMAL POOL: 748' REQUIRED Tv: 64,332 CF 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 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<LODLODLODLODLODLODLODLODLODLODL O D LOD LOD LOD5.8'(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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© NORTH C4-206WET POND PLAN &PROFILE - D03NORMAL POOL: 768' REQUIRED Tv: 45,472 CF POND 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 ###### 4'x19' CAST-IN-PLACE RISER FLOWPATH (TYP.) FLOWPATH (TYP.) FOREBAY 2 FOREBAY 1 C4-200 <<<<<<<<<<<LOD 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" RCP @ 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© NORTH C4-207WET POND PLAN &PROFILE - E03NORMAL POOL: 757' REQUIRED Tv: 17,445 CF 1-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" RCP @ 1,09% FLOWPATH FOREBAY 1 OUTLET PROTECTION SEE SHEET C2-203 PROPOSED GABION WALL WEIR, SEE DETAIL ON SHEET ######C4-200 LODLODLODLODISDL = 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 LODLODLODLODLODLODLODLOD 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LOD LODLODLODLODLODLODLODLODLODLODLO D LOD LOD14.5' 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 LODLODLODLODLODLODLOD LODLOD LODLODSPEED LIMIT: 35 MPH R40.0' R40.0'R5 0 . 0 ' CONNECTION TO VAUCLUSE ROAD EXISTING GRADE PROPOSED GRADE PROPOSED 30" RCP FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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. 3.92 %6.83%7.63% 4.35% 0.19% LOD LODLODLODLODLODLODLO D LOD VAUCLUSE RD. ROUTE 638 SPEED LIMIT: 35 MPH SSD EYE LOCATION SSD EYE LOCATION APPROXIMATE 20' RIGHT OF WAY R40.0'R5 0 . 0 'FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 LOD LODISDL = 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 LODLODLODLODLOD LOD LODR50.0 ' R50.0' CONNECTION TO KLINES MILL ROAD PROPOSED GRADE EXISTING GRADE FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 8.5 8 % 5.47 %0.26%0.55% R40' LODLODLODLODLODLO D LO D LO D LO D LO D LODTM #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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 EXISTING OHETO BEREMOVED/RELOCATEDBY OTHERS EXISTING OHETO BEREMOVED/RELOCATEDBY OTHERS 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 TreeLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LODLODLODLODL O D LOD LODL O D LO D LO D LODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLOD LODLODLODLOD 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 L1-001 L1-003 L1-002 L1-004 L1-005 L1-006 L1-009 L1-007 L1-008 L1-001 FOXGLOVE SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© NORTH L1-002LANDSCAPE PLANNORTH EXISTING WELL TO BE CAPPED AND REMAIN<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< < <<<<<<<<<<<<<<< < < < 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© NORTH L1-004 NORTH LANDSCAPE PLAN EX. 15" CMPINV. IN = 816.36' INV. OUT = 816.17' EXISTING WELL TO BE CAPPED AND REMAIN EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK COUNTY© NORTH L1-005 NORTH LANDSCAPE PLAN 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 IN V . I N = 7 7 2 . 7 1 ' IN V . O U T = 7 7 1 . 6 2 ' 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 ' EXISTING OHE TO BE REMOVED/RELOCATED BY OTHERS <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< < < <<< <<< <<< < <<<<<<<<<<<<<<<<<<<<<<<<<<<<< <<<<<<<<<<<<<<<<<<<<<<< < < < <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<VARIABLE WIDTH PROPERTY LINE SETBACK VARIABLE WIDTH PROPERTY LINE SETBACK MV MV MV 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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 SOLARPREPARED FORURBAN GRIDVIRGINIAFREDERICK 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