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HomeMy WebLinkAboutWPO201800016 Plan - Other (not approved) 2018-03-05SITE DATA: TAX MAP PARCELS: 75-63 PARCEL AREA: 544 ACRES LIMITS OF DISTURBANCE: 276.80 ACRES ZONING: R-1 RESIDENTIAL PROPOSED USES: GOLF COURSE UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED L BIRDWOOD GOLF COURSE WPO PLAN COUNTY OF ALBEMARLE MARCH 2, 2018 PROJECT SITE 0 CHARLOTTESVILLE CITY VICINITY MAP SCALE 1" : 5000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CODY PENNETTI, P.E. TELEPHONE: 434-327-1692 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEERING APPROVAL Sheet List Table Sheet Number Sheet Title -- COVER C101 ABBREVIATIONS, NOTES & LEGEND C201 EXISTING CONDITIONS C300 OVERALL SITE PLAN C301 SITE PLAN - HOLE 1 & 2 C302 SITE PLAN - HOLE 4 & 5 C303 SITE PLAN - HOLE 6 & 7 C304 SITE PLAN - HOLE 3, 8 & 9 C305 SITE PLAN - HOLE 10 & 14 C306 SITE PLAN - HOLE 13 C307 SITE PLAN - HOLE 12 C308 SITE PLAN - HOLE 15 & 18 C309 SITE PLAN - HOLE 16 & 17 C310 SITE PLAN - PRACTICE GROUNDS C311 SITE PLAN - SHORT GAME C401 STORMWATER MANAGEMENT PRE -DEVELOPMENT C402 STORMWATER MANAGEMENT POST -DEVELOPMENT C403 STORMWATER CALCULATIONS C404 STORMWATER VRRM SPREADSHEET C500 EROSION & SEDIMENT CONTROL NARRATIVE C501 EROSION & SEDIMENT CONTROL PLAN C502 EROSION & SEDIMENT CONTROL PLAN C503 EROSION & SEDIMENT CONTROL PLAN C504 EROSION & SEDIMENT CONTROL PLAN C505 EROSION & SEDIMENT CONTROL DETAILS C506 EROSION & SEDIMENT CONTROL DETAILS C507 EROSION & SEDIMENT CONTROL DETAILS TOTAL: 27 SHEETS DATE TH OpN E cm 0 o� u N N c Q O E W � E U 3 <" 3 0 U. LU o ro a J U � W —� — Ln p N U W N �x Q 7-1 tn= vN = U > Q c 'n o O1 Z N U L (� d Go J � � z O ry U U) w z O H W ry LU F - Q i07 -Aro 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE LU O U r LL J Oo z n v U w W �wU J0 OJ m Oa 3: 0 LL H W )OB NO. 40490 SHEET NO. c000 ABBREVIATIONS A L SANITARY SEWER A AREA/ARC LAT LATERAL AASHTO AMERICAN ASSOCIATION OF STATE LL LOWER LEVEL ® HIGHWAY AND TRANSPORTATION LCG LIMITS OF CLEARING AND GRADING O OFFICIALS e TEST PIT AC ACRE nA m z ACI AMERICAN CONCRETE INSTITUTE 1. LIMITS OF DISTURBANCE ADA AMERICANS WITH DISABILITIES MECH MECHANICAL ASSOCIATION CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF MED MECHANICAL/ELEC/PLUMBING ANSI AMERICAN NATIONAL STANDARDS MH MANHOLE F INSTITUTE MI MILE ARCH ARCHITECT / ARCHITECTURAL MIN MINIMUM ASTM AMERICAN SOCIETY FOR TESTING AND MAX MAXIMUM 1M4 MATERIALS W BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, N B Q SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT SEEDED AND MULCHED. NBL NORTHBOUND LANE BOT BOTTOM NFA NET FLOOR AREA BC BACK OF CURB NO, # NUMBER BLDG BUILDING NTS NOT TO SCALE BM BENCH MARK BOV BLOW OFF VALVE DURING CONSTRUCTION OPERATIONS THE CONTRACTOR BSMT BASEMENT O SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE BW BOTTOM OF WALL SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO OC ON CENTER C STABILIZE A DRAINAGE CHANNEL. OD OUTSIDE DIAMETER 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE OH OVERHEAD C HYDROLOGIC COEFFICIENT CATV CABLE TELEVISION P CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF CB CATCH BASIN EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL CC CENTER TO CENTER P PERIMETER CF CUBIC FEET PC POINT OF CURVATURE CFS (Q) CUBIC FEET PER SECOND PCC POINT OF COMPOUND CURVE CG-# CURB AND GUTTER - VDOT STD. DETAIL PG PAGE NUMBER PGL PROPOSED GRADE LINE CIP CAST IRON PIPE PI POINT OF INTERSECTION CL CENTERLINE PL PROPERTY LINE CMP CORRUGATED METAL PIPE PMF PROBABLE MAXIMUM FLOOD CN HYDROLOGIC CURVE NUMBER PRC POINT OF REVERSE CURVE CONC CONCRETE PVI POINT OF VERTICAL INTERSECTION CO CLEAN OUT PVMT PAVEMENT CONT. CONTINUATION P&P PLAN AND PROFILE CT COURT PSI POUNDS PER SQUARE INCH CY CUBIC YARDS BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT Q FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE D DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENT Q AMOUNT OF RUNOFF (CFS) DA DRAINAGE AREA FROM THE COUNTY EROSION CONTROL INSPECTOR. DB DEED BOOK R DEQ DEPARTMENT OF ENVIRONMENTAL BLASTING NOTES 8. ALL RETAINING WALLS AND VERTICAL DROPS 30" AND HIGHER R RADIUS SHALL HAVE 42" SAFETY RAILING. QUALITY Q 9. BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS IS 1. RCP REINFORCED CONCRETE PIPE DI DROP INLET 9.1. PERMISSIBLE OPEN BURNING OF LEAVES AND TREE, GENERAL RD ROAD DIM DIMENSION PRIVATE PROPERTY IS SUBJECT TO COUNTY CODE, RESTR. RESTRAINED (VALVE) DIP DUCTILE IRON PIPE THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THE REV REVISION DN DOWN THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, 2. RR RAILRAOD DR DRIVE BAY PRESERVATION ORDINANCE PER THE JULY 7, 2003 BOARD SPECIFICATIONS. RTE, RT ROUTE DWG DRAWING PLANS OF DEVELOPMENT, WITH AN EFFECTIVE DATE OF 11. ALL TEST PITS SHALL BE PERFORMED 10 DAYS PRIOR TO R/W RIGHT OF WAY 0 DELTA BOARD WITH AN EFFECTIVE DATE OF JULY 12, 2005. E S e RATE OF SUPERELEVATION FT/FT PROOF OF VSMP PERMIT MUST BE SUBMITTED TO SAN SANITARY EA EACH PLANS AND/OR GRADING PLANS. OF AN UNUSUAL NATURE IS ENCOUNTERED, THE SBL SOUTHBOUND LANE EBL EAST BOUND LANE SOILS INFORMATION SHOWN HEREON IS PROVIDED BY WEB IMMEDIATELY NOTIFY THE PROPER AUTHORITY, THE OWNER, SD SIGHT DISTANCE ELEC ELECTRICAL BEEN PREPARED. SEW SEWER EP EDGE OF PAVEMENT SEDIMENT & EROSION CONTROL WILL BE PROVIDED IN SEPARATE BUILDING PERMIT. SF SQUARE FEET ESC EROSION AND SEDIMENT CONTROL CONTROL HANDBOOK. 14. ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HAND SHT SHEET ES END SECTION THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR SP SITE PLAN ESMT EASEMENT THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATED ON THIS PLAN, INCLUDING BUT NOT LIMITED TO PARKING SPEC SPECIFICAIOTN EW END WALL U.S. EXIST WITHIN THE SITE AREA. 2010 ASA STANDARDS FOR ACCESSIBLE DESIGN AND THE 2012 STA STATION EX EXISTING THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR TOXIC STD STANDARD ALL FILL, BASE AND SUBBASE MATERIAL SHALL BE STRM STORM F VIRGINIA DEPARTMENT OF WASTE MANAGEMENT DETERMINED BY AASHTO T-99 METHOD A WITHIN PLUS OR S/W SIDEWALK FAR FLOOR AREA RATIO Sx CROSS SLOPE FC, FOC FACE OF CURB AS PER VIRGINIA DEPARTMENT OF CONSERVATION AND FDC FIRE DEPARTMENT T 17. SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON A CONNECTION (SIAMESE) NATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL OR SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM T TANGENT FF FIRST FLOOR / FINISHED FLOOR THERE ARE NO KNOWN HISTORIC ARCHITECTURE OR 18. SOIL TESTS (CBR TEST PER VTM8) OF SUBGRADE MUST BE TB TEST BORE FFE FINISHED FLOOR ELEVATION THICKNESS PRIOR TO CONSTRUCTION. 10. TBR TO BE REMOVED FG FINAL GRADE STRUCTURES MARKING BURIAL PLACES AS DETERMINED BY 19. ALL FILL SOILS UNDER EXPANDED PAVED AREAS OF ANY TC TOP OF CURB FH, FHA FIRE HYDRANT, APPARATUS STREETS; PARKING BAYS; CURB AND GUTTER; AND TEL TELEPHONE FOC FACE OF CURB INTENDED TO INCLUDE LEADWALKS), SHALL BE COMPACTED TP TEST PIT FOY FOYER GEOTECHNICAL REPORT AND REQUIREMENTS FOR MORE TW TOP OF WALL FP FLOODPLAIN 20. PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3 TYP. TYPICAL FPS FEET PER SECOND FT FEET NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE U G UD UNDER DRAIN ALL PUBLIC AND PRIVATE SIDEWALKS). UG UNDERGROUND G GAS GFA GROSS FLOOR AREA GR GUARD RAIL " H VV VELOCITY (FPS) VDOT VIRGINIA DEPARTMENT OF HC HANDICAPPED (ADA) TRANSPORTATION HGL HYDRAULIC GRADE LINE VF VERTICAL FOOT HP HIGH POINT VRRM VIRGINIA RUNOFF REDUCTION METHOD HR HANDRAIL HT HEIGHT HVAC HEATING VENTILATION AND AIR CONDITIONING �p� YY W/M WATER MAIN I W/L WATER LINE WBL WESTBOUND LANE I INTENSITY (IN/HR) WSEL WATER SURFACE ELEVATION ID INSIDE DIAMTER IN INCH INV INVERT �/ X IP, F, S IRON PIPE, FOUND, SET X-ING CROSSING (UTILITY) J y JB JUNCTION BOX YR YEAR K Z K SIGHT DISTANCE COEFFICIENT Z SIDE SLOPE L LEGEND EXISTING POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH TRAFFIC CONTROL BOX OO UNKNOWN MANHOLE - - - - - - - - - - STORM SEWER ® STORM DRAIN MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN - - -SAN- - SANITARY SEWER Os SANITARY SEWER MANHOLE WATER LINE WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL GAS LINE GAS METER GAS VENT GAS MARKER uG UNDERGROUND TELECOM O TELEPHONE/COMMUNICATIONS MANHOLE TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT UNDERGROUND POWER O ELECTRIC MANHOLE ID ELECTRIC PULLBOX O ELECTRIC METER UTILITY POLE DECIDUOUS TREE CONIFEROUS TREE BUSH GUARDRAIL _x_ - FENCE - xxx- MAJOR CONTOUR - - - - xxx- - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT SITE INFORMATION THIS SITE PLAN PROPOSES THE REDEVELOPMENT OF BIRDWOOD GOLF COURSE. THE SITE IS CURRENTLY FUNCTIONING AS AN ACTIVE GOLF COURSE. SITE SURVEY INFORMATION 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES, UTILITY MAPS PROVIDED BY UNIVERSITY OF VIRGINIA FOUNDATION AND BIRDWOOD GOLF COURSE FACILITY MANAGEMENT. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 1.1. UTILITY OPERATORS: 1.2. ALBEMARLE COUNTY SERVICE AUTHORITY 1.3. CENTURYLINK INC. 1.4. DOMINION VIRGINIA POWER 1.5. RIVANNA WATER & SEWER AUTHORITY 1.6. UVS-COMMUNICATIONS 1.7. COMCAST 1.8. CITY OF CHARLOTTESVILLE 1.9. LUMOS NETWORKS, INC. 1.10. SIDERA NETWORKS, LLC MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001 TICKET #: B504300808, B504300925, AND B504300945 PROPOSED WATER G GAS _UG UNDERGROUND TELECOM UGP UNDERGROUND POWER 0 ` CATCH BASIN 1A1B �lE_ 15" RCP m STORM DRAIN No DRAINAGE FLOW PATH O --SS-��SS­w- SANITARY SEWER PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC FIRE HYDRANT ® SANITARY CLEAN OUT { FDC WATER METER ® WATER VALVE DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS GAS VALVE O BOLLARD e TEST PIT Q > STREET SIGN 1c+00 11+00 z STATIONED ALIGNMENT 1. LIMITS OF DISTURBANCE 2. GUARDRAIL x X FENCE CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF XXX MAJOR CONTOUR XXX MINOR CONTOUR +12 00 SPOT ELEVATION F SITE LIGHT COUNTY STEEP SLOPES OVERLAY MANAGED SLOPE O O D PRESERVED SLOPE STREAM BUFFER (WATER PROTECTION ORDINANCE) 0 0 0 0 0 0 0 0 0 0 0 0 100' DISTANCE 50' DISTANCE MITIGATION AREAS WETLANDS 2. THIS PROPERTY LIES WITHIN FLOOD ZONE "X", AREAS OUTSIDE OF THE 100 YEAR FLOOD PLAIN, AS DETERMINED BY FEMA AND SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 510006, PANEL NUMBER 0266D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 3. ONLY THE AREAS WITHIN THE "SURVEY LIMITS" SHOWN HEREON WERE SURVEYED BY KIRK HUGHES AND ASSOCIATES. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION OUTSIDE OF THESE LIMITS WAS SURVEYED BY OTHERS AND PROVIDED TO US BY THE UNIVERSITY OF VIRGINIA FOUNDATION. 4. THIS TOPOGRAPHIC SURVEYS WERE COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON STARTING IN MARCH 2011 THRU APRIL 2017; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 5. VERTICAL DATUM: NAVD 88 5.1. BENCH MARK ASC -503 5.2. REBAR W/ ALUMINUM CAP 5.3. STAMPED "ASC -503" 5.4. EL.=579.22' (NAVD 88) 5.5. BENCH MARK ASC -504 5.6. REBAR W/ ALUMINUM CAP 5.7. STAMPED "ASC -503" 5.8. EL.=573.12' (NAVD 88) 6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES UPON THE REAL PROPERTIES SHOWN HEREON. THIS SURVEYOR PERFORMED MINIMUM FIELD BOUNDARY SURVEYS OF THE PARCEL LINES, AND THE LOCATIONS WERE COMPILED WITH THE AID OF RECORDED AND UNRECORDED SURVEYS AND DESCRIPTIONS OF THE SUBJECT PROPERTY. ADJOINING PROPERTIES WERE NOT RESEARCHED. ALL ACREAGES SHOWN ON THIS PLAT ARE BASED ON THE RECORD DOCUMENTS. A FIELD BOUNDARY SURVEY SHOULD BE PERFORMED TO ACCURATELY ILLUSTRATE THE LOCATION OF BOUNDARY LINES AND APPROPRIATE ACREAGE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES 21. CONTROLLED FILLS: A. CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES, AND IN ANY AREA DESIGNATED ON THE DRAWINGS. B. CONTROLLED FILLS MUST BE COMPACTED TO 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO-T99 OR ASTM -D698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR TO FOOTING CONSTRUCTION. C. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY. BEGINNING FROM THE EXISTING GROUND SURFACE. UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. D. THE SURFACE AREA DIRECTLY BENEATH AREAS TO RECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5) FEET IS TO BE DENUDED OF ALL VEGETATION AND SCARIFIED AND COMPACTED TO A DEPTH OF SIX (6) INCHES TO THE SAME DENSITY AS THE CONTROLLED FILL TO BE PLACED THEREON. pTH of �0 A E Z S <SjONAL Z M E 0 0',o N ui � E Lu E Q ~ 3 LL LL. o Lu 0 LuL M J U 00 Lu J - Lrj a O L7 Lu N z� }'r"ll x O oa Q)� = U >Lo LnQ rn 0 Nfl U.)m 00 J CD Lu D O 0 D O 0 Lu Lu U Q z O O r Fm z O H U Lu 0 z O Lu Lu a 0 DATE 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE W ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC STANDARDS SET FORTH IN THE LATEST VERSION OF THE VIRGINIA LL RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING STORM WATER MANAGEMENT HANDBOOK, VIRGINIA DEPARTMENT ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS CHESTERFIELD COUNTY DESIGN MANUALS, AND PROJECT DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS SPECIFICATIONS. Q > OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE J z REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1. THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL (ON-SITE) AND REFERENCING DETAIL MANUALS FOR THE Q CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF � W ABOVE LISTED AGENCIES. THE CONTRACTOR SHALL NOTIFY LL, Q VDOT. o THE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF CONFLICTS 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE OR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs AND PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AGENCY DETAILS AND MANUALS. I..L CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY 2. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE 1M4 CLEARING, GRADING OR OTHER CONSTRUCTION. W BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, Q SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT SEEDED AND MULCHED. LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK 5. WHERE REASONABLY OBTAINABLE, SLOPES OF 3:1 OR BETTER AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO ARE TO BE ACHIEVED. STEEPER SLOPES WILL REQUIRE LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF GEOTECHNICAL INVESTIGATION. DURING CONSTRUCTION OPERATIONS THE CONTRACTOR 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO STABILIZE A DRAINAGE CHANNEL. PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE SERVICE. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION 3. CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF MUST COMPLY WITH OSHA STANDARDS FOR THE EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL CONSTRUCTION INDUSTRY (29 CFR PART 1926). UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY ALBEMARLE COUNTY STORMWATER IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT INDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPON MANAGEMENT NOTES DISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISS UTILITY" AT 1-800-552-7001 (TOLL FREE). 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF 4. ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE REQUIRED TO COMPLETE THE SITE WORK AND FURNISH CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A COPIES TO THE OWNER. ANY WORK DONE WITHIN THE VDOT GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO RIGHT-OF-WAY REQUIRES A VDOT PERMIT. BE PRESENT DURING CONSTRUCTION OF DAMS. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION. NOTIFY THE 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN CHIEF INSPECTOR 48 HOURS PRIOR TO START OF WORK. STORMWATER MANAGEMENT FACILITIES. 6. REFER TO ARCHITECTURAL / ELECTRICAL DRAWINGS FOR 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO ROUTING OF UNDERGROUND WIRING FOR SITE LIGHTING. BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE 7 DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENT SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED CONTROL MEASURES AT ALL TIMES DURING LAND FROM THE COUNTY EROSION CONTROL INSPECTOR. DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. BLASTING NOTES 8. ALL RETAINING WALLS AND VERTICAL DROPS 30" AND HIGHER SHALL HAVE 42" SAFETY RAILING. 9. BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS IS 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. NOT PERMITTED ON SITE. 9.1. PERMISSIBLE OPEN BURNING OF LEAVES AND TREE, GENERAL NOTES GARDEN TRIMMINGS LOCATED ON THE PREMISES OF PRIVATE PROPERTY IS SUBJECT TO COUNTY CODE, CHAPTER 5 - FIRE PROTECTION. 1. THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THE INFLUENCE AREA OF THE PROPOSED DEVELOPMENT. 10. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, 2. THIS PLAN COMPLIES FULLY WITH THE AMENDED CHESAPEAKE STATE AND FEDERAL REQUIREMENTS, STANDARDS, AND BAY PRESERVATION ORDINANCE PER THE JULY 7, 2003 BOARD SPECIFICATIONS. POLICY FOR THE TREATMENT OF APPROVED AND PENDING PLANS OF DEVELOPMENT, WITH AN EFFECTIVE DATE OF 11. ALL TEST PITS SHALL BE PERFORMED 10 DAYS PRIOR TO NOVEMBER 18, 2003 AND WITH REVISIONS ADOPTED BY THE CONSTRUCTION AND ANY DISCREPANCY IN THE RESULTS BOARD WITH AN EFFECTIVE DATE OF JULY 12, 2005. FORWARDED TO THE ENGINEER FOR A REDESIGN. SUCH REDESIGNS ARE SUBJECT TO OWNER APPROVAL. 3. PROOF OF VSMP PERMIT MUST BE SUBMITTED TO OWNER/DEVELOPER PRIOR TO APPROVAL OF CONSTRUCTION 12. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT PLANS AND/OR GRADING PLANS. OF AN UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL CEASE WORK IN THAT AREA AND 4. SOILS INFORMATION SHOWN HEREON IS PROVIDED BY WEB IMMEDIATELY NOTIFY THE PROPER AUTHORITY, THE OWNER, SOILD SURVEY INFORMATION, NO GEOTECHNICAL REPORT HAS ARCHITECT, OR ENGINEER. BEEN PREPARED. 13. ALL RETAINING WALLS 3' AND GREATER IN HEIGHT REQUIRE A 5. SEDIMENT & EROSION CONTROL WILL BE PROVIDED IN SEPARATE BUILDING PERMIT. ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 14. ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HAND RAILS. 6. THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR CONDITIONS THAT LIMIT DEVELOPMENT OF THE PROPERTY. 15. ALL ADA ACCESSIBILITY IMPROVEMENTS PROPOSED/SHOWN THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATED ON THIS PLAN, INCLUDING BUT NOT LIMITED TO PARKING WITHIN THE SITE. NO KNOWN WETLANDS OR WATERS OR THE SPACES, AISLES, ROUTES, AND SLOPES, COMPLY WITH THE U.S. EXIST WITHIN THE SITE AREA. 2010 ASA STANDARDS FOR ACCESSIBLE DESIGN AND THE 2012 USBC. 7. THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR TOXIC SUBSTANCES AS SET FORTH IN THE TITLE 40, CODE OF 16. ALL FILL, BASE AND SUBBASE MATERIAL SHALL BE FEDERAL REGULATIONS PARTS 116.4, 302.4, AND 355 OR IN COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS VIRGINIA DEPARTMENT OF WASTE MANAGEMENT DETERMINED BY AASHTO T-99 METHOD A WITHIN PLUS OR REGULATIONS. MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED RIGHT-OF-WAY. 8. AS PER VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION MAP TITLED "GENERAL LOCATION AREAS OF 17. SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON A NATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL OR SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM STATE THREATENED OR ENDANGERED SPECIES. MOISTURE CONTENT (AASHTO T-99). 9. THERE ARE NO KNOWN HISTORIC ARCHITECTURE OR 18. SOIL TESTS (CBR TEST PER VTM8) OF SUBGRADE MUST BE ARCHAEOLOGICAL SITES ON THE SUBJECT PROPERTY. SUBMITTED FOR ACTUAL DETERMINATION OF SUBBASE THICKNESS PRIOR TO CONSTRUCTION. 10. THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT, OR STRUCTURES MARKING BURIAL PLACES AS DETERMINED BY 19. ALL FILL SOILS UNDER EXPANDED PAVED AREAS OF ANY VISUAL INSPECTION. DEDICATED RIGHT-OF-WAY AND ALL PARKING LOTS; PRIVATE STREETS; PARKING BAYS; CURB AND GUTTER; AND SIDEWALKS ADJACENT TO STREETS AND PARKING LOTS (NOT INTENDED TO INCLUDE LEADWALKS), SHALL BE COMPACTED PER GEOTECHNICAL REQUIREMENTS. REFER TO GEOTECHNICAL REPORT AND REQUIREMENTS FOR MORE INFORMATION. 20. PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3 UNDERDRAINS WHEN LONGITUDINAL GRADES ARE 3% OR GREATER UNLESS SOIL TEST CONFIRM THAT THEY ARE NOT NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (APPLIES TO ALL PUBLIC AND PRIVATE SIDEWALKS). 21. CONTROLLED FILLS: A. CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES, AND IN ANY AREA DESIGNATED ON THE DRAWINGS. B. CONTROLLED FILLS MUST BE COMPACTED TO 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO-T99 OR ASTM -D698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR TO FOOTING CONSTRUCTION. C. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY. BEGINNING FROM THE EXISTING GROUND SURFACE. UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. D. THE SURFACE AREA DIRECTLY BENEATH AREAS TO RECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5) FEET IS TO BE DENUDED OF ALL VEGETATION AND SCARIFIED AND COMPACTED TO A DEPTH OF SIX (6) INCHES TO THE SAME DENSITY AS THE CONTROLLED FILL TO BE PLACED THEREON. pTH of �0 A E Z S <SjONAL Z M E 0 0',o N ui � E Lu E Q ~ 3 LL LL. o Lu 0 LuL M J U 00 Lu J - Lrj a O L7 Lu N z� }'r"ll x O oa Q)� = U >Lo LnQ rn 0 Nfl U.)m 00 J CD Lu D O 0 D O 0 Lu Lu U Q z O O r Fm z O H U Lu 0 z O Lu Lu a 0 DATE 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. 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THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. 2. GRADING SHOWN ON THESE SHEETS IS NOT INTENDED TO REPRESENT COMPREHENSIVE AND FINAL GRADES. THE FINAL GRADE CONDITIONS ARE SUBJECT TO CHANGE DURING FIELD OPERATIONS AND CONSTRUCTION/DESIGN OF THE GOLF COURSE. 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET C401. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR DRAINAGE AND IRRIGATION SYSTEMS FOR THE PROPOSED GOLF COURSE. 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 8. SOME AREAS OF THE PROJECT SITE WILL BE CONVERTED FROM GOLF COURSE TO MEADOW - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ASSESSMENT FOR MAINTENANCE. DRAINING OF THE PONDS AND DAM REPAIR IS ANTICIPATED. I NAD 83 SCALE 1"=50' 0 50' 100' TH�F O t1 z % S Y 1 Q&IONAL � M E O N Ov N M C > E W E W 7 ~ U a`ni 3 Q FL � LL o ❑w L a J U WJ—I1n H d p N Ur W N � � X ❑ a UulC j F_ Q c l-^ rn 0 N d � 00 J CD Lu (r) D 0 0 D 0 ❑ W W U Q z 0 (n 0 z 0 Q' U (n Lu z O Lu W a DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE W \r / � N 0 0-6 U a Lu .J J 007-0 V W p2: J DC az 0 W °° J J 0 Q ^ I..L uj 1--I W JOB NO. 40490 SHEET NO. 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'\ \ ♦l 1 \ I\\\, \ \`` \ \ `\\ SITE PLAN NOTES: 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT CONDITIONS. LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 2. GRADING SHOWN ON THESE SHEETS IS NOT INTENDED 8• SOME AREAS OF THE PROJECT SITE WILL BE 8 L TO REPRESENT COMPREHENSIVE AND FINAL GRADES. CONVERTED FROM GOLF COURSE TO MEADOW - WORK THE FINAL GRADE CONDITIONS ARE SUBJECT TO WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE o 0 CHANGE DURING FIELD OPERATIONS AND LAND DISTURBANCE. ° CONSTRUCTION/DESIGN OF THE GOLF COURSE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION 4 17 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY ASSESSMENT FOR MAINTENANCE. DRAINING OF THE ° 1 MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET PONDS AND DAM REPAIR IS ANTICIPATED. 5 ° C401. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR NAS 83 0 14 - 16 DRAINAGE AND IRRIGATION SYSTEMS FOR THE PROPOSED GOLF COURSE. 13 10 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART 0 PATH, CART PATH BRIDGES, AND GOLF COURSE ; INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING SCALE V=50' PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES o 50' goo' S THop fy A z1 N��2 S QSjONAL� z O a U U) W 0 z O IH W 0Y W a DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE W \r / D O 00 U LL a > M J W J O 0 O O (D W C J DC wr�r�z � O W J OQ 3: W C V) u� 1� JOB NO. 40490 SHEET NO. 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GRADING SHOWN ON THESE SHEETS IS NOT INTENDED TO REPRESENT COMPREHENSIVE AND FINAL GRADES. THE FINAL GRADE CONDITIONS ARE SUBJECT TO CHANGE DURING FIELD OPERATIONS AND CONSTRUCTION/DESIGN OF THE GOLF COURSE. 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET C401. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR DRAINAGE AND IRRIGATION SYSTEMS FOR THE PROPOSED GOLF COURSE. 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES L 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 8. SOME AREAS OF THE PROJECT SITE WILL BE CONVERTED FROM GOLF COURSE TO MEADOW - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ASSESSMENT FOR MAINTENANCE. DRAINING OF THE PONDS AND DAM REPAIR IS ANTICIPATED. I NAD 83 SCALE V=50' 0 50' 100' T OF % �OD A PEk Nb�2 4 w M E 0 O Nv N M c > E W N E W > a: U di Q LL 3 L o LU %J , U Q W J — In Q N vi U 1L N X c U j Q C Lr) O� O N In d � 00 J z O U U) W z O I--1 W nf W Q DATE 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE )OB NO. 40490 SHEET NO. C305 (W V / O 0�6 U o J z Lu J oD O O Lu = 0 Q wz O<QJ O rA�' {i L+ 0 H W )OB NO. 40490 SHEET NO. 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THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. 2. GRADING SHOWN ON THESE SHEETS IS NOT INTENDED TO REPRESENT COMPREHENSIVE AND FINAL GRADES. THE FINAL GRADE CONDITIONS ARE SUBJECT TO CHANGE DURING FIELD OPERATIONS AND CONSTRUCTION/DESIGN OF THE GOLF COURSE. 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET C401. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR DRAINAGE AND IRRIGATION SYSTEMS FOR THE PROPOSED GOLF COURSE. 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 8. SOME AREAS OF THE PROJECT SITE WILL BE CONVERTED FROM GOLF COURSE TO MEADOW - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ASSESSMENT FOR MAINTENANCE. DRAINING OF THE PONDS AND DAM REPAIR IS ANTICIPATED. I NAD 83 SCALE V=50' 0 50' 100' T op -'g �Ofli A PE� 261W. NbJ2 4 M E O O Nv N c C > C ,, E W W � a ~ U aj 3 Q � , LL. o 0 W ,w0JU� zk cq rL WJ - n DW p r,j N C7 z l- 'w V = X Q J Q a�w Qi - 0 a C,,j- UC - r- Q C m lT O N m d -;j- 00 J En O = CD O H 0 W > W_ = V Q z O_ > O Z 0 z O 1-1a- 1-1U U) W 0 z O V) 1-1> W W Q 0 107 -Ado 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE Lu V / D 0 M ,--1 U Lu LL O J O0 I-- TZ O ' J —j a p wJ COf J paw IIIIIIII- 3: U) 0 H co )OB NO. 40490 SHEET NO. 0306 N C c a B O U T a IL 01)N 0 N N M 0 0 CL L 'his ���� �� 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT IIIII —11111 I'�,'�1� glnl IIIII� �►. LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. ;.; '� ," , 'ems_ �� �i���� 8. SOME AREAS OF THE PROJECT SITE WILL BE TO REPRESENT COMPREHENSIVE AND FINAL GRADES. - = N THE FINAL GRADE CONDITIONS ARE SUBJECT TO WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE CHANGE DURING FIELD OPERATIONS AND LAND DISTURBANCE. w CONSTRUCTION/DESIGN OF THE GOLF COURSE. OW � GRADE CHANGES ARE NOT INTENDED TO MODIFY ASSESSMENT FOR MAINTENANCE. DRAINING OF THE = MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET PONDS AND DAM REPAIR IS ANTICIPATED. \\�.\`��� C401. J DC 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR NAD 83 DRAINAGE AND IRRIGATION SYSTEMS FOR THE co J PROPOSED GOLF COURSE. Q 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART I— PATH, CART PATH BRIDGES, AND GOLF COURSE I INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING SCALE V=50' PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES o 50' goo' �<►e �.�. �- fib. 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CONVERTED FROM GOLF COURSE TO MEADOW - WORK N THE FINAL GRADE CONDITIONS ARE SUBJECT TO WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE CHANGE DURING FIELD OPERATIONS AND LAND DISTURBANCE. w CONSTRUCTION/DESIGN OF THE GOLF COURSE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY ASSESSMENT FOR MAINTENANCE. DRAINING OF THE = MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET PONDS AND DAM REPAIR IS ANTICIPATED. 1 C401. J DC 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR NAD 83 DRAINAGE AND IRRIGATION SYSTEMS FOR THE co J PROPOSED GOLF COURSE. Q 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART I— PATH, CART PATH BRIDGES, AND GOLF COURSE I INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING SCALE V=50' PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES o 50' goo' S TH op �0 A. z QSjONAL� M E 0 N O N M >E E W 7 u a J U w J - In H z N � X C U j � Q - C Lf1 rn � N m 00J I.D �_ Lr) Qi D O _ 0 D O fY ❑ w Lu U Q z O L2 tY O z O Q' U W z O W IY Lu a 0 DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE W ter// I..L D 0 N U w LL> J J�0 0 z = ^ v U W 1 J DC 0a W 0 co J O Q W I— I 0 V 0� 1-4 co JOB NO. 40490 SHEET NO. C307 3 C a 0 U T IL N 01)0 N N M 0 0 CL L O + `�' 1 I 1 � - _" _ - _ - '' �' 1 , r 1 �f� I I` � , � --'' / I r i ' 1 1 r r I \ 1 1 ♦ ` `, \ ` � ` - `, \ __--r 1 \ I _---- '--__ \ , `- _�9` - - _--'' \ I I/ � L 1� T I r r I r r I � / N � C�-� �I,LI�-j` • -�` 1 I 1 1 I I ( 1 , 1 / r I r r \ I r �i �� \\ , \ -, , ,/ — , 1 I '\ \�. \� � —1 y , � 1=•L,---__---- — _-----�_--- r l `{b, 1 I -� . CA I 1 — — -- \+! 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THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. 2. GRADING SHOWN ON THESE SHEETS IS NOT INTENDED TO REPRESENT COMPREHENSIVE AND FINAL GRADES. THE FINAL GRADE CONDITIONS ARE SUBJECT TO CHANGE DURING FIELD OPERATIONS AND CONSTRUCTION/DESIGN OF THE GOLF COURSE. 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET C401. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR DRAINAGE AND IRRIGATION SYSTEMS FOR THE PROPOSED GOLF COURSE. 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 8. SOME AREAS OF THE PROJECT SITE WILL BE CONVERTED FROM GOLF COURSE TO MEADOW - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. 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'-- -,'r' — o � s 1 _ , " ' , • ' ^ - - i-1 - ' _ ' st it i ,_= _ - ` _ " � � � • ' i �' _— , - 44- I 1 1 / , /' , ,'' C ✓ , , I - , ` p�, " / , , - - - - --,., - . - , , , . �_ \, J, , 61 \ � SITE PLAN NOTES: 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. 2. GRADING SHOWN ON THESE SHEETS IS NOT INTENDED TO REPRESENT COMPREHENSIVE AND FINAL GRADES. THE FINAL GRADE CONDITIONS ARE SUBJECT TO CHANGE DURING FIELD OPERATIONS AND CONSTRUCTION/DESIGN OF THE GOLF COURSE. 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET C401. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR DRAINAGE AND IRRIGATION SYSTEMS FOR THE PROPOSED GOLF COURSE. 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 8. SOME AREAS OF THE PROJECT SITE WILL BE CONVERTED FROM GOLF COURSE TO MEADOW - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ASSESSMENT FOR MAINTENANCE. DRAINING OF THE PONDS AND DAM REPAIR IS ANTICIPATED. on SCALE V=50' 0 50' 100' � 'TH O.F I -7 A ��__-�-It, 0 A z w Al2- , QSjONAL 1 4V fn E 0 N Ov N c c > E W e W 7 li� [__ U ai 3 Q LL � �. LL ` O ❑w OJ --- .^-I a - WJ—uf w Z;t,,j cc:)) g741 z Ip. -L--, v c X i� e �!: ❑ Q ::) UC j Q cIn o rn � N a m a ,�J- 00 J � � LTJ D O = 0 D O ce = ❑ W W = U Q z O_ (n tY O • V • • 0 • • 0 0 CL 0 ci z O a_ U Ln W 0 z O H (n W W a Q DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE JOB NO. 40490 SHEET NO. C309 ,W V 1 N O 06 U �.o l� = z J Ooo ^ v U W = 0 J QC a O w coJ Z Q DaJ 3: a - W C) H 0� (n 1-4 co JOB NO. 40490 SHEET NO. 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THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 8. SOME AREAS OF THE PROJECT SITE WILL BE CONVERTED FROM GOLF COURSE TO MEADOW - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ASSESSMENT FOR MAINTENANCE. DRAINING OF THE PONDS AND DAM REPAIR IS ANTICIPATED. on SCALE V=50' 0 50' 100' M E 0 N O N M c > E Lu �, E W 7 Q LL O LL ❑w O J U 11,J—uf w �U W O N c rjX ❑ Q c c U j Q Ln 0 N m 00J CD Lu Lr) D O 0 D O ❑ Lu W U Q z O_ 'L2 tY O Lu a DATE 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. 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C� / C;1l I Cp I / I \�r• 'ice r � I � � 1 ' r ,' ' --------------- - - - --�_ ` - \ , I I 1 , \ \ , \ , / C_31 _ J r r' , "9G � �- •(�\ l�/ I r r rl r l _r / ,' , / , r' ,- _------ \I I I , r''N NN `---- /' �4_ ry/p 1 Cp \ I r' _----' r `` �1 1 \ I I I 1 1 \ \ \ \ \\\\ I / ' / , O 1 1 1 ' , / I - _.l --------- -------- U f r II C.S` I \ '�'W _ - 1 �` I �� 111 \ ` ` \` \ o _ r --4 l C� ^--- - \ ` ,� '♦ ` , ` _- / /4��- \ r --------------- // \ '\ Tk \ -, / -/- _ --.\J r I I I' I i I ` \\ \ \\\\ + yi / - / --'' 1� r / ,', /CfJ `'-E5` '�,` '\ •�\ ,'r ' r' / r' / ,'' /' / '\ ' '-- // - O \ , + I I, 1 I I ' l I I `I '.-/' -t5*� -cp �(9 _ 1 I I I I' I I I \ \ +■r t I 1 + 1 1 l /r- ' ` ------ ' Cp \ `I�X111 i \ 1 ' 11 \ 1 r' / ----------------' ..� 1 ; r'W _ _? `�� �� N -- , �\ + , 1 I I I � I \ ♦ I ` ) 1 i , I / ---' -�-- �`--, CS _�' •' r -_ r' ;- _- � - - - - � "•_ � - \` C� 1 �C3 ,' r l ' _\ ----.♦ ♦`` `'\`` I \ / . - \ \ \ 1 I I , `, I I / I 1 1 • _ l �� / ,' ,�LCS` r _ r _ \ / •� we \ \\\11j I I \ r , / 1 1 1 I , r r \ "- � / '� /' ` ___�'----- ` ` CA - / \ I 1 , I ♦ I r r _ -r -��/ \ ---- �� - . - ,. \ ` �� ' 1 II 1 I i I V,. I I . ' I � I I !�/II' I �/ � l r / � `_ -� \ \. + .r_.,..,..... --n"� -'r �C'A./ r' .'�.it tJ =--- ' 'T-_ 37��eji-'� � =_ _ - .- `\I ' / ' --�- '" --- � 1•� _ ._d, _. \` ,\\ 1 11 SITE PLAN NOTES: 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. 2. GRADING SHOWN ON THESE SHEETS IS NOT INTENDED TO REPRESENT COMPREHENSIVE AND FINAL GRADES. THE FINAL GRADE CONDITIONS ARE SUBJECT TO CHANGE DURING FIELD OPERATIONS AND CONSTRUCTION/DESIGN OF THE GOLF COURSE. 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET C401. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR DRAINAGE AND IRRIGATION SYSTEMS FOR THE PROPOSED GOLF COURSE. 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE MAY BE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. 8. SOME AREAS OF THE PROJECT SITE WILL BE CONVERTED FROM GOLF COURSE TO MEADOW - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ASSESSMENT FOR MAINTENANCE. DRAINING OF THE PONDS AND DAM REPAIR IS ANTICIPATED. on SCALE V=50' 0 50' 100' M E 0 N O N M c > E Lu �, E W 7 Q LL O LL ❑w O J U 11,J—uf w �U W O N c rjX ❑ Q c c U j Q Ln 0 N m 00J CD Lu Lr) D O 0 D O ❑ Lu W U Q z O_ 'L2 tY O Lu a DATE 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE W \r / W D is O Q U LL a > � -J O Oo= ' ^ v Lu W rr1 vl C) Q W ' OQQ O3: /J^ I..L w 0 1�-4 v) 1--I W JOB NO. 40490 SHEET NO. 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THE DRAINAGE AREAS AND LAND COVER CONDITION ARE GENERALLY CONSISTENT BETWEEN PRE -DEVELOPMENT (GOLF COURSE) AND POST-DEVELOPMETN (GOLF COURSE). THE CUMULATIVE DRAINAGE AREA AND CURVE NUMBER OF THE SITE AREA IS IDENTICAL BETWEEN PRE AND POST -DEVELOPMENT CONDITIONS. A SERIES OF ONSITE PONDS PROVIDE STORMWATER DETENTION MEASURES. OUTFALL 1: AN ONSITE NATURAL CHANNEL CONVEYS RUNOFF FROM THE SITE TO MOREY CREEK. THE DRAINAGE AREA WITHIN THIS OUTFALL IS GENERALLY UNDISTURBED - AN EXISTING GOLF COURSE (TURF) AREA WILL BE CONVERTED TO A MEADOW (BRUSH). ry L OUTFALL 2: A LARGE ONSITE POND (#2) SERVES A MAJORITY OF THE DRAINAGE AREA TO THE OUTFALL. SOME AREAS WITHIN THIS OUTFALL ARE CONVERTED FROM GOLF COURSE TO MEADOW, WHILE OTHER AREAS ARE CONVERTED FROM BRUSH TO GOLF COURSE. THE OUTFALL IS A NATURAL CHANNEL FROM THE POND (#2) TO MOREY CREEK. OUTFALL 3: A LARGE ONSITE POND (#3) SERVES A MAJORITY OF THE DRAINAGE AREA TO THE OUTFALL. THE UPSTREAM AND DOWNSTREAM NATURAL CHANNELS HAVE STREAM BUFFERS, WITH SOME AREAS BEING USED FOR MITIGATION (CONVERSION TO FOREST). AREAS TO THE SOUTH OFHTE POND ARE CONVERTED FROM BRUSH TO GOLF COURSE, WHILE OTHER AREAS ARE REDEVELOPMENT OF EXISTING GOLF COURSE. THE OUTFALL IS A NATURAL CHANNEL FROM THE POND (#3) TO MOREY CREEK. OUTFALL 4: THIS OUTFALL POINT IS A NATURAL CHANNEL, BUT DOES NOT HAVE AN UPSTREAM STORMWATER MANAGEMENT SYSTEM. WORK WITHIN THIS DRAINAGE AREA IS GENERALLY LIMITED TO REDEVELOPMENT WITH MINIMAL CHANGE IN LAND COVER CONDITIONS. OUTFALL 5: LIMITS OF ANALYSIS (CHANNEL & FLOOD PROTECTION): THE LIMIT OF ANALYSIS (IDENTIFIED ON THE MAP) IS DEPICTED AT A LOCATION WHERE ALL SITE OUTFALL POINTS HAVE ACCUMULATED WITHIN MOREY CREEK. THE METHOD OF ENERGY BALANCE IS USED IN ACCORDANCE WITH 9VAC25-870-66 B.3.(a), SUCH THAT THE LIMIT OF ANALYSIS DOES NOT NEED TO EXTEND TO A POINT OF 10OX THE CONTRIBUTING DRAINAGE AREA. AN ONSITE POND (#3) SERVES A MAJORITY OF THE DRAINAGE AREA TO THE OUTFALL, BEFORE THE RUNOFF IS DRAINAGE AREA TO LIMITS OF ANALYSIS: CONVEYED TO A NATURAL CHANNEL. OUTFALLS 6/718: THESE OUTFALL POINTS EXIST ALONG THE EASTERN SIDE OF THE PROPERTY LINE. RUNOFF FROM THE SITE IS NOT CONCENTRATED BEFORE LEAVING THE SITE, BUT IS CONVEYED TOWARDS MOREY CREEK. PRE -DEVELOPMENT LAND COVER 923.6 ACRES, CN = 63 POST -DEVELOPMENT LAND COVER 923.6 ACRES, CN = 63 ■ m m m m m■ DRAINAGE DIVIDES on SCALE 1"=300' 0 300' 600' SH op 0 A E � Nb22 N�'jONAL Z M E 0 0',o N In � E Lu E Lu > Q LL o �' oL Lu O ra W s M _j U b Lu J - Lr) a O VI l!J N z� }'NF X O oa Q)� _ N N = U > ul � Q - c I-^ rn � N �1 m a � 00 J CD Lu D O 0 D O t� Lu Lu_ 2 U Q z O O z O U Lr) Lu z O H Lu rY DATE 03/02/18 J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w O U LL J 0 z O Lu J ccl� G Lu m J Q z W I..L O J Lu W 0 I LW rL^'L li JOB NO. 40490 SHEET NO. C401 N c C N a. 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I 1 y,II VIIII , / ` I \ ✓11 / , \ -�_�\ moi' - r // , ' 111111 / oeJ°Ov �i, _ (�•?? !- _ --_ < \t \, > +,1 1 1 / , / I \ -I,/'^\ I / r ! / / / • ,�4AA'i-O.' _ ___ _ �/ �_ -_- __ � / I , \ r r , , , \ t 1 ! r !-- _ , t \ r , \ r / , --- -- ' r / l f I /r /,' / / 'tri//'/" r -_:� °' �:i�'.'�'/.''";"'i-''' � / ,' r , ' ' / / / / ✓° /�! , � JJWTS-O ANAtY-SIS _ / �-' '' -' / ' /' r / / ' r ' 1 ' '/''/'/`' ////'r /'�,i „/'/ �' �• / l- ^` ` ' \ I I � \ `\` \ \\L-' ( ' ', + /1 1 l \ ',- -_-_� ^` , • . 1/rl / Ir,. . i., ., r/ /// /'_ '! .'-/ . �-- '^" '. � ar. 1 1 , \ 1 � 1 \ ♦ , , \ , , � _ - `Y. ,``. 1/, r \- - I. < __ . �.' n ,� � � + ,'"' "''r' / /' ' ----. \, . '.' ' . � ', , ��'/' I�� _ _ � ,./! STORMWATER MANAGEMENT NARRATIVE LIMITS OF ANALYSIS (CHANNEL & FLOOD PROTECTION): THE LIMIT OF ANALYSIS (IDENTIFIED ON THE MAP) IS DEPICTED AT A LOCATION WHERE ALL SITE OUTFALL POINTS HAVE ACCUMULATED WITHIN MOREY CREEK. THE METHOD OF ENERGY BALANCE IS USED IN ACCORDANCE WITH 9VAC25-870-66 B.3.(a), SUCH THAT THE LIMIT OF ANALYSIS DOES NOT NEED TO EXTEND TO A POINT OF 10OX THE CONTRIBUTING DRAINAGE AREA. DRAINAGE AREA TO LIMITS OF ANALYSIS: PRE -DEVELOPMENT LAND COVER 923.6 ACRES, CN = 63 POST -DEVELOPMENT LAND COVER 923.6 ACRES, CN = 63 WATER QUALITY THE PHOSPHOROUS REMOVAL REQUIREMENT FOR THE SITE, AS IDENTIFIED IN THE VRRM SUMMARY PAGE ON SHEET C404, WILL BE MET THROUGH WATER REUSE. THE ONSITE POND 2 AND POND 3 WILL BE USED FOR IRRIGATION OF THE GOLF COURSE. WATER QUANTITY THE SITE IS CURRENTLY A GOLF COURSE AND IS REDEVELOPED AS A GOLF COURSE. LAND COVER CONDITIONS CHANGE SUCH THAT THERE IS SOME ADDITIONAL IMPERVIOUS AREA FROM NEW GOLF CART PATH, BUT ALSO AN INCREASE IN FORESTED AREAS FOR MITIGATION ALONG STREAM BUFFERS. ADDITIONALLY, SOME OF THE EXISTING GOLF COURSE AREAS ARE CONVERTED TO MEADOW CONDITIONS. PRE -DEVELOPMENT LAND COVER: 2.50 AC FOREST 270.05 AC MANAGED TURF 4.75 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: 3.50 AC FOREST 268.05 AC MANAGED TURF 5.25 AC IMPERVIOUS CHANNEL PROTECTION THE SITE DEVELOPMENT DISCHARGES STORMWATER RUNOFF INTO AN EXISTING NATURAL CHANNEL, MOREY CREEK. IN PRE -DEVELOPMENT CONDITIONS, THE UNCONTROLLED PEAK FLOW FROM THE ENTIRE DRAINAGE AREA IS 106 CFS - THE CN VALUE AND DRAINAGE AREA IS IDENTICAL IN PRE AND POST -DEVELOPMENT CONDITIONS, SUCH THAT THE VOLUME OF RUNOFF IS IDENTICAL. BASED ON ENERGY BALANCE: DETENTION OF RUNOFF THOUGH AN ONSITE Qpost < [(0.8 I.F) * (Qpre * RVpre)] / RVpost SOTRMWATER POND (3) COMPUTATIONS ARE PROVIDED Qpost < (0.8) * 106 CFS = 85 CFS ON SHEET C404 POND 3 WITHIN THE SITE PROVIDES DETENTION WITH A AS REQUIRED BY CONDITION 9VAC-870-66 C.1, RISER STRUCTURE AND SPILLWAY. THE ROUTED PEAK POST -DEVELOPMENT FLOWS ARE CONFINED TO THE FLOW IN POST -DEVELOPMENT CONDITION IS: STORMWATER CONVEYANCE SYSTEMS. Qpost = 74 CFS THIS VALUE IS LESS THAN THE 85 CFS PEAK FLOW ALLOWED THROUGH ENERGY BALANCE. FLOOD PROTECTION THE CONCENTRATED STORMWATER FLOW FROM THE SITE HAS BEEN ANALYZED FOR THE 10 YEAR STORM TO VERIFY THAT FLOOD PROTECTION REQUIREMENTS HAVE BEEN SATISFIED. THE SITE DOES NOT EXPERIENCE LOCALIZED FLOODING. THE PROPOSED DEVELOPMENT PROVIDES ■ m m m m m■ DRAINAGE DIVIDES on SCALE 1"=300' 0 300' 600' IT 0. v 0 A E ; �. N, 2 ,`�, S i %;;;SjONAL Z M E 0 0',o N t,l � E w E �W>� Q LL o �' p LL Lu O ry W' Ws M J U00 W J —Lrj a o ON L7 l!J NM M N X Q oa v� _ N = U > L Q c 1-^ rn � N 00 J �� D O 0 D O <Y Lu Lu_ U Q z O O z O Q' U Lu 0 z O H U) Lu DATE 03/02/18 J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w O U LL J 0 z 0 Lu J W m J Q z SW O J `W W 0 r� V 1 O 1) Lu H a 0 JOB NO. 40490 SHEET NO. C402 RAINWATER HARVESTING SUMMARY THIS INFORMATION IS DERIVED FROM THE VIRGINIA RAINWATER HARVESTING SPREADSHEET. INPUT VALUES FOR THE SPREADSHEET HAVE BEEN SELECTED TO REPRESENT THE PROPOSED CONDITION. THE ONSITE POND (3) WILL BE USED FOR RAINWATER HARVESTING TO IRRIGATE THE GOLF COURSE. HISTORIC RECORDS OF GOLF COURSE IRRIGATION DEMANDS ARE: 2017:41,000,000 GALLONS 2016: 25,000,000 GALLONS 2015:21,000,000 GALLONS THE MODEL USES THE 21,000,000 GALLON VALUE, OR 2,800,000 CUBIC FEET OF IRRIGATION WATER DEMAND. THE TOTAL GOLF COURSE TURF AREA THAT WILL BE IRRIGATED IS APPROXIMATELY 60 ACRES. AVERAGE IRRIGATION DEPTH ACROSS AN 8 MONTH IRRIGATION SEASON IS DETERMINED AS: 2.8M CF / 60 AC = 13 INCHES A YEAR 13" / 9 MONTHS / 4 WEEKS = 0.36" PER WEEK THE PUBLISHED MODEL IS DESIGNED FOR ROOFTOP RUNOFF, THE ROOF PRINT AREA VALUE IS BASED ON THE EQUIVALENT DRAINAGE AREA ROOF Rv = 0.95 TURF Rv = 0.20 THE ONSITE DRAINAGE AREA TO POND 3 IS 96 ACRES, MAINLY COMPRISED OF TURF. THIS AREA IS APPROXIMATELY EQUAL TO 20 ACRES OF ROOF, BASED ON THE CORRESPONDING Rv VALUES. A TOTAL AREA OF 77 ACRES OF TURF AND 0.5 ACRES OF IMPERVIOUS AREA CONTRIBUTE TO THE RUNOFF REDUCTION PRACTICE (AS IDENTIFIED IN THE VRRM). PER THE VA DEQ SPEC NO. 6, A RAINWATER HARVESTING SYSTEM (TRADITIONALLY AN UNDERGROUND CISTERN) REQUIRES A SECONDARY DRAWDOWN SOURCE WHEN THE WATER REUSE IS SEASONAL (SUCH AS IRRIGATION). THE STORAGE SYSTEM IS A WET POND, WHICH IS SUBJECT TO MANUAL DRAWNDOWN AS NEEDED DURING NON -IRRIGATION MONTHS. THE POND SIZE IS APPROXIMATELY 5.5 ACRES, WHICH PROVIDES ABOUT 1.8 MILLION GALLONS OF STORAGE PER FOOT OF ELEVATION. AS IDENTIFIED IN THE CISTERN SIZING REQUIREMENT, A VOLUME OF AT LEAST 520,000 GALLONS PROVIDES A 90% RUNOFF REDUCTION CREDIT (THE MAXIMUM REDUCTION CREDIT ALLOWED PER THE DEQ SPEC). LL Q 0 CDt 0 v M O ry L VIRGINIA CISTERN DESIGN SPREADSHEET In u t March 2013 REGIONAL LOCATION What region will the rainwater harvesting system be located closest to? (click drop down menu in turquoise cell on the right for directions to appear) Target Storm (inches) 1 ROOF .AREA CAPTURED How big is the roof footprint area to be captured (square feet)? ®,Ofli i RUNOFF REDUCTION VOLUME: RESULTS FOR PRECIP <=1" WITH YEAR-ROUND USE Cistern Storage Average AnnualAverage Annual Overflow Associated with Design Overflow days for Volume for storms <= 1" Runoff Reduction Volume (gallons) b storms <=1" (1000's gal/year)* Volume Credit (days/year)* 40,000 45 INDOOR DEMAND - FLUSHING TOILETS/URINALS 38% Water closet and urinal use (if only toilets are used, set urinals = 0) 29 How many people will use the building? (# people) I How much water does each urinal use? (gallons/flush) 20 (set to '0' if no urinal) 80% How much water will each toilet use? (gallons/flush)00 9 Calculated daily water closet and urinal demand (gallons/day) IL 0 NOTE: If toilet/urinal water usage has already been calculated, use this entry instead of the rows above. 6 Select the first day of the week this water will typically be used (e.g. Monday). 93% Select the last day of the week this water will typically be used (e.g. Friday).da 4 Hours per day the building is used (e.g. 8 for a 9-5 office building; 24 for a shift -work factory) s Total daily water closet and urinal demand (gallons/day) 0 336 97% INDOOR DEMAND - LAUNDRY 2 Laundry use (use either loads per day, pounds per day or calculated demand) 98% How many loads of laundry will he done each day? (# loads/day) 55 How much water does each load of laundry use in gallons? (gallons/load) Impervious 98 Calculated daily laundry demand (gallons/day) 98 NOTE: If laundry water usage has already been calculated, use this entry instead of the rows above. 17 Select the first day of the week this water will typically be used (e.g. Monday). 56.01 Select the last day of the week this water will typically be used (e.g. Friday). 61 Total daily laundry demand (gallons/day) 61 Impervious 6 IRRIGATION 5.5 Will the irrigation system have smart controls (e.g. soil moisture sensor shutoff)? If no, leave unchecked. C If smart control option is selected, a value for the irrigation area must be entered below. 3 How big is the area to irrigate? This entry is required. (square feet) 3 Enter the average weekly irrigation application rate in inches/week for each monnth throughout the year (inches/week) Brush Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 0.36 0.36 0.36 7 58 NOTE: If irrigation will not be used year-round and credit is desired for the practice, a secondary runoff reduction drawdown practice (next section) may be used during non -irrigation months to create an equivalent year-round use. Total RUNOFF REDUCTION VOLUME: RESULTS FOR PRECIP <=1" WITH YEAR-ROUND USE Cistern Storage Average AnnualAverage Annual Overflow Associated with Design Overflow days for Volume for storms <= 1" Runoff Reduction Volume (gallons) b storms <=1" (1000's gal/year)* Volume Credit (days/year)* 40,000 45 6,665 38% 160,000 29 3,745 65% 280,000 20 2,138 80% 520,000 9 975 91% 760,000 6 701 93% 1,120,000 4 466 96% 1,480,000 3 336 97% 2,080,000 2 189 98% Total Annual Volume contributed to cistern inlet by storms <=1" (1000's gal/year) = 10692 * NOTE: Calculations on this sheet exclude overflow for storms > 1" and only considers real and equivalent year-round uses. LAND COVER SUMMARY TABLE THIS TABLE PROVIDES A LIST OF OUTFALL AREAS (TOP LEFT OF EACH GROUP) AND THE CORRESPONDING PRE AND POST DEVELOPMENT LAND COVER CONDITIONS. • FOREST: HEAVILY FORESTED AREA, GENERALLY AROUND THE PERIMETER OF THE SITE. • BRUSH: LOW MAINTENANCE AREAS WITHIN THE GOLF COURSE SITE, WITH A MIX OF VEGETATION AND GRASSES • TURF: GOLF COURSE TURF AREAS, MANAGED • IMPERVIOUS: CART PATHS AND OTHER STRUCTURES WITHIN THE SITE. 1 Pre -Development Pre -Development Post -Development Area CN Area CN A Forest 9 55 9 4 55 Brush 58 4 55 58 Tu rf 4 61 58 61 Impervious 98 Turf 98 B Forest 23 55 23 98 55 Brush 6 58 6 B 58 Tu rf 61 55 61 Impervious 98 Brush 98 Total 17 42 56.01 42 61 55.7 2 Pre -Development Pre -Development Post -Development Area CN Area CN Area CN Area CN A Forest 4 55 8 55 Brush 98 58 3.5 58 Turf 8.5 61 1 61 Impervious 0.5 98 0.5 98 B Forest 56 55 56 55 Brush 35 58 17 58 Tu rf 18 61 36.5 61 Impervious 6 98 5.5 98 C Forest 3 55 3 55 Brush 64.0 58 58 Tu rf 61 Total 61 Impervious 64.11 98 64.1 98 D Forest 146 55 146 55 Brush 581 7 58 Tu rf 7 61 61 Impervious 2 98 2 98 E Forest 6 55 6 55 Brush 58 58 Tu rf 61 61 Impervious 98 98 F Forest 1 24.5 55 24.5 55 Brush 58 58 Tu rf 1 61 1 61 Impervious 1.5 98 1.5 98 G Offsite 74 65 74 65 H Offsite 139 65 139 65 Total 532 60.4 532 60.4 3 Pre -Development Pre -Development Post -Development Area CN Area CN A Forest 4.5 55 1.5 55 Brush 58 58 Turf 10.5 61 9 61 Impervious 0.5 98 0.5 98 B Forest 3 55 7.5 55 Brush 27 58 3.5 58 Turf 49 61 68 61 Impervious 6 98 6 98 C Offsite 16 65 16 65 58.0 D Offsite 103 65 103 65 Total Offsite 2151 63.9 215'1 64.0 4 Pre -Development Pre -Development Post -Development Area CN Area CN A Forest 4.5 55 2.5 55 Brush 58 58 Turf 60 61 62 61 Impervious 1.5 98 1.5 98 B Offsite 20 65 20 65 Brush 58 58 Tu rf 19.5 61 19.5 61 Impervious 2.5 98 2.5 98 Total Offsite 86 62.31 86 62.4 5 Pre -Development Pre -Development Post -Development Area CN Area CN A Forest 3.5 55 3.5 55 Brush 58 58 Tu rf 6 61 6 61 Impervious 0.5 98 0.5 98 B Forest 1 4.5 55 4.5 55 Brush 58 58 Tu rf 19.5 61 19.5 61 Impervious 2.5 98 2.5 98 C Offsite 4.5 65 4.5 65 58.0 D Offsite 6.5 65 6.5 65 E Offsite 0.5 61 0.5 61 Total 43.51 64.11 43.51 64.1 6 Pre -Development Pre -Development Post -Development Area CN Area CN A Forest 2.5 55 2.5 55 Brush 58 58 Turf 1.7 61 1.8 61 Impervious 0.3 98 0.2 98 Total 1 1 4.5 60.1 4.5 59.3 7 Pre -Development Post -Development Area CN Area CN A Forest 4 55 5 55 Brush 4 58 1 58 Turf 16.5 61 18.5 61 Impervious 0.5 98 0.5 98 Total 1 25 60.31 25 60.4 8 Pre -Development Post -Development Area CN Area CN A Forest 0.3 55 0.3 55 Brush 58 58 Tu rf 0.3 61 0.3 61 Impervious 98 98 Total 0.6 58.0 0.6 58.0 M E O O U N � N C < 0 >E W 1= � u 0) < LL C) 3 LL o W O ra 11� W s M J U a > o L7 LU N X O � W v� oa = U > � N U') � L M 00 J O W CL 0 Z 0 z O a U Ln Lu 0 z O LO W DATE 03/02/18 J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w O U LL J 0 Q z O U LU J Q LU cc J Q JOB NO Vl z O H J U Q U LU H Q O i eI SHEET NO. C403 Virginia Runoff Reduction Method Worksheet DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 BMP Design Specifications List: 2013 Draft Stds & Specs Site Summary Total Rainfall (in): 43 Total Disturbed Acreage: 276.80 Site Land Cover Summary Pre-ReDevelopment Land Cover (acres) Post-ReDevelopment Land Cover (acres) A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 2.00 0.00 0.00 2.00 1 Managed Turf (acres) 1.00 265.05 0.00 4.00 270.05 98 Impervious Cover (acres) 0.00 4.75 0.00 0.00 4.75 2 11.08 133.72 0.00 0.00 0.00 276.80 100 Post-ReDevelopment Land Cover (acres) Site Tv and Land Cover Nutrient Loads A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 3.50 0.00 0.00 3.50 1 Managed Turf (acres) 1.00 263.05 0.00 4.00 268.05 97 Impervious Cover (acres) 0.00 5.25 0.00 0.00 5.25 2 * Forest/Open Space areas must be protected in accordance with the Virginia Runoff Reduction Method 211,910 276.80 100 Site Tv and Land Cover Nutrient Loads Baseline TP Load (Ib/yr): 113.283* *Reduction below new development load limitation not required otal TP Load Reduction Required (Ib/yr) 20.74 19.86 0.88 Final Post -Development Post- Post- Adjusted Pre- 958.27 (Post-ReDevelopment ReDevelopment Development ReDevelopment 0.00 & New Im Impervious) p ) 0.48 (New Impervious) 0.48 Site Rv 0.21 0.21 0.95 0.21 Treatment Volume (ft) 213,635 211,910 1,724 212,836 TP Load (Ib/yr) 134.23 r 133.14 11.08 133.72 Baseline TP Load (Ib/yr): 113.283* *Reduction below new development load limitation not required otal TP Load Reduction Required (Ib/yr) 20.74 19.86 0.88 Summary Print Virginia Runoff Reduction Method Worksheet Pre- Final Post -Development Load (Post-ReDevelopment & New Impervious) Pre- ReDevelopment TN Load (Ib/yr) 960.23 958.27 Summary Print Virginia Runoff Reduction Method Worksheet Pre- Final Post -Development Post-ReDevelopment TP ReDevelopment TP Load per acre Load per acre TP Load per acre (Ib/acre/yr) (Ib/acre/yr) (Ib/acre/yr) 0.00 0.00 0.48 0.48 0.48 --------------------------------------------------------------------------------------------------------------------------------------------------------- Drainage Area Summary Drainage Area Compliance Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0.00 Managed Turf (acres) 68.00 0.00 0.00 0.00 0.00 68.00 Impervious Cover (acres) 0.50 0.00 0.00 0.00 0.00 0.50 Total Area (acres) 68.50 0.00 0.00 0.00 0.00 68.50 Drainage Area Compliance Summary L Virginia Runoff Reduction Method Worksheet ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Site Compliance Summary Maximum % Reduction Required Below 20� * Note: % Reduction will reduce post -development TP load to less than or equal to baseline load of 113.28 Ib/yr (0.41 Ib/ac/yr) Pre-ReDevelopment Load [Required reduction for Post-ReDev. = Post-ReDev TP load - baseline load of 113.283 Ib/yr], baseline load = site area x 0.41 Ib/ac/yr Total Runoff Volume Reduction (ft) D.A. A D.A. B D.A. C D.A. D D.A. E Total P Load Reduced (Ib/yr) 28.86 0.00 0.00 0.00 0.00 28.86 N Load Reduced (Ib/yr) 211.04 0.00 0.00 0.00 0.00 211.04 L Virginia Runoff Reduction Method Worksheet ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Site Compliance Summary Maximum % Reduction Required Below 20� * Note: % Reduction will reduce post -development TP load to less than or equal to baseline load of 113.28 Ib/yr (0.41 Ib/ac/yr) Pre-ReDevelopment Load [Required reduction for Post-ReDev. = Post-ReDev TP load - baseline load of 113.283 Ib/yr], baseline load = site area x 0.41 Ib/ac/yr Total Runoff Volume Reduction (ft) 40,874 Total TP Load Reduction Achieved (Ib/yr) 28.86 Total TN Load Reduction Achieved (Ib/yr) 211.04 Remaining Post Development TP Load 105.37 (Ib/yr) 61 Remaining TP Load Reduction (Ib/yr) 0 Required 0.00 *Reduction below new development load limitation not required ----------------------------------------------- ** TARGET TP REDUCTION EXCEEDED BY 8.12 LB/YEAR ** Virginia Runoff Reduction Method Worksheet --------------------------------------------------------------------------------------------- Runoff Volume and CN Calculations 1-yearstorm 2 -year storm 10 -year storm arget Rainfall Event (in) 0.00 0.00 0.00 Drainage Areas RV & CN Drainage Area A Drainage Area B Drainage Area C Drainage Area D Drainage Area E CN 61 0 0 0 0 RR (ft) 40,874 0 0 0 0 1 -year return period RV wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV w RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 100 0 0 0 0 2 -year return period RV wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV w RR (w5 -in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 100 0 0 0 0 10 -year return period RV wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV w RR (ws-in) 0.00 0.00 0.00 0.00 0.00 CN adjusted 100 0 0 0 0 ;TH OpN 011 APE54 Zai . Nb�nq 4 w M E 0 0 rn u N N c > E W E W a U 3 Q LL 3 0 U. 0 LU O ce J U 00 w _J- u7 >p N U tL N �x C2iY�LL- = tn= vN U > Q . C 'n rn O N L (� d 00 J CL 0 0 (A Z 0 z O U U) w z O U0 LU LU F - Q D 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE W w V / W TZ C) 0 Q U LU Q� LL > J z Ln 00 n U v W LL J 0 Q O W m J O Q LU 0 u� 1m� O W V )OB NO. 40490 SHEET NO. C404 MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -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. MS -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. MS -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. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS -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, MS -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. MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -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. MS -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. MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -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. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -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. MS -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. MS -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 MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. L PERMANENT & TEMPORARY SEEDING AND STABILIZATION: THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS; EMPLOYED TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS, TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR PERIODS LONGER THAN 14 DAYS. SUCH AREAS INCLUDE DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARY ROADBANKS, ETC. (SEE MS #1 AND MS #2 ON THIS SHEET). A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN 1 YEAR. 1. SELECTION OF PLANT MATERIAL IS BASED ON SPECIFIC SITE AND PLANTING SEASON. A SITE SPECIFIC MIX DETERMINED USING TABLES 3.3113 OF THE VESCH, SEE TABLE ON THIS SHEET. 2. ALL PERMANENT SEEDING SHALL BE PLACED PER THE VESCH 3.32, SEE TABLE ON THIS SHEET. 3. ALL TEMPORARY SEEDING, FERTILIZER, AND MULCH SHALL BE PLACED PER THE VESCH 3.31. DUST CONTROL PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARD, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE BY USING ONE OR A COMBINATION OF THE FOLLOWING METHODS IN ACCORDANCE TO SECTION 3.39 OF THE VESCH: VEGETATIVE COVER, MULCH, TILLAGE, IRRIGATION, SPRAY -ON ADHESIVES, STONE, BARRIERS, CALCIUM CHLORIDE, AND PERMANENT VEGETATION, STOCKPILE THE GRADING/EXCAVATION CONTRACTOR FOR THE SUBJECT SITE IS REQUIRED TO NOTIFY IN WRITING, THE ASSIGNED SITE INSPECTOR REGARDING ANY EXCESS MATERIAL PROPOSED TO BE HAULED OFFSITE PRIOR TO HAULING. THE NOTIFICATION MUST INDICATE THE QUANTITY OF MATERIAL TO BE MOVED OFFSITE, THE IDENTIFICATION OF THE RECEIVING SITE WHERE THE EXCESS WILL BE TAKEN, AND ALL INFORMATION NECESSARY TO SHOW THAT SUCH RECEIVING SITE HAS BEEN PROPERLY PERMITTED AND EROSION AND SEDIMENT CONTROLS INSTALLED. 38° 318" N 8 4 e 38° 1 49" N EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INVOLVES THE REDEVELOPMENT OF BIRDWOOD GOLF COURSE, FROM AN EXISTING GOLF COURSE TO A NEW GOLF COURSE. SCHEDULE: THE PROJECT IS ANTICIPATED TO BEGIN CONSTRUCTION IN 2018 AND BE COMPLETED PRIOR TO 04 OF 2019. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY: NORTH: ROUTE 250 HIGHWAY EAST: RESIDENTIAL SUBDIVISION. FURTHER EAST IS ROUTE 29 SOUTH: UNDEVELOPED LAND ASSOCIATED WITH BIRDWOOD GOLF COURSE. FURTHER SOUTH IS RAGGED MOUNTAIN WEST: RESIDENTIAL SUBDIVISION AND BOARS HEAD INN (ASSOCIATED WITH THE BIRDWOOD GOLF COURSE) EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A GOLF COURSE, WHICH WAS DEVELOPED IN THE 1980s. OFF-SITE AREAS NO OFF-SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT - HOWEVER, EARTHWORK MATERIAL MAY BE IMPORTED OR EXPORTED FROM THE SITE. CONTRACTOR WILL NEED TO PROVIDE DOCUMENTATION THAT THE BORROW/DISPOSAL SITE HAS AN APPROVED AND CURRENT ESC PLAN. ALTERNATIVELY, THE CONTRACTOR MAY ENGAGE THE ENGINEER TO HAVE ANY EARTHWORK SITES INCLUDED IN THE PROPOSED SCOPE OF PROJECT WORK. CRITICAL EROSION AREAS PONDS: THERE ARE SEVERAL LARGE BODIES OF WATER WITHIN THE SITE. THESE PONDS HAVE MANMADE DAMS AND CONTROL STRUCTURES (RISERS AND CULVERTS) WETLANDS: THE SITE CONTAINS WETLANDS THROUGHOUT, AS DEPICTED ON THE PLAN SHEETS PERENNIAL STREAMS: THE SITE CONTAINS PERENNIAL STEAMS THAT WILL REQUIRE COUNTY STREAM BUFFERS TO BE ESTABLISHED. MITIGATION AREAS ARE PROPOSED WITHIN SOME OF THE STREAM BUFFER AREAS. INTERMITTENT AND EPHEMERAL STREAMS: A SERIES OF STREAMS (NON-PERNNIAL) ARE IDENTIFIED WITHIN THE SITE PLAN SHEET. THESE STREAMS ARE TO BE PROTECTED WITH E&S CONTROLS, AS INDICATED. OUTFALL: ALL OUTFALL LOCATIONS FROM THE SITE ARE NATURAL CHANNELS (OR SHEET FLOW TO OFFSITE NATURAL CHANNELS). STEEP SLOPES: THE STEEP SLOPES (PER COUNTY CODE) WITHIN THE SITE ARE PRIMARILY MANAGED SLOPES. PRESERVED SLOPES EXIST TOWARDS THE OUTFALL OF POND 2 (NO EARTHWORK IS PROPOSED ON THE PRESERVED SLOPES). EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS STORMWATER QUALITY REQUIREMENTS ARE BEING SATISFIED THROUGH RAINWATER HARVESTING FROM THE ONSITE POND, TO BE USED FOR IRRIGATION OF THE GOLF COURSE. STORMWATER DETENTION IS PROVIDED WITH THE ONSITE POND. THE LAND COVER CONDITION IN PRE AND POST DEVELOPMENT IS GENERALLY CONSISTENT. Soil Map -Albemarle County, Virginia (Birdwood Golf Course) 715000 715300 715600 715900 716200 716500 716800 3 38° T18" N N 8 v 380 1'49"N 716500 716870 3 r� 2/14J2018 Page 1 of 4 715000 715300 715600 715900 716200 Map Scale: 1:13,400 iF printed on A portrait (8.5" x 11'� sheet. 81M rs N N 0 150 300 000 900 Nreet 0 500 loco z000 3000 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 USDn Natural Resources Web Soil Survey dl�m Conservation Service National Cooperative Soil Survey EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE WITH PAVED WASH RACK - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE AND PAVED WASH RACK SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINS. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. TEMPORARY RIGHT-OF-WAY DIVERSION - 3.11 A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL THAT CAN BE MORE EASILY TRAVERSED THAN A DIVERSION DIKE. 6. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 6.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED OR SOD TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. ESTABLISH PERIMTER CONTROLS AND CONSTRUCTION ENTRANCE. 2. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 3. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 4. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. Soil Map -Albemarle County, Virginia Map Unit Legend PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING OR SOD IMMEDIATELY FOLLOWING FINISHED GRADING. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR APPROPRIATE SEED MIX. SEQUENCE OF INSTALLATION PHASE I & II ARE PROPOSED WITHIN A SINGLE PLAN (SEE SHEETS C501-0504) THE PROPOSED WORK WILL BE COMPLETED IN STAGES WITH EFFORTS FOCUSING ON DIFFERENT AREAS OF THE SITE AT A TIME. THE DIFFERENT STAGES OF WORK ARE SEPARATED BY SUB -AREAS (SEE SHEET C505). SUB -AREAS ARE DEFINED AS WORK AREAS ASSOCIATED WITH SPECIFIC E&S CONTROLS, SUCH AS DRAINAGE AREAS TO SEDIMENT TRAPS AND BASINS. THE E&S CONTROLS ASSOCIATED WITH EACH SUB -AREAS SHALL BE INSTALLED PRIOR TO STARTING WORK WITHIN THAT SUB -AREA. THE CONTROLS THAT ARE PROPOSED ADJACENT TO BODIES OF WATER (STREAMS, PONDS, WETLANDS) SHALL BE INSTALLED AS THE FIRST MEASURE OF WORK WITHIN A SUB -AREA. IN GENERAL, THE WORK SHOULD BE PERFORMED FROM THE MOST UPSTREAM PORTION OF EACH SUB -AREA, SUCH THAT THE UPSTREAM AREAS ARE CONSTRUCTED AND STABILIZED BEFORE MOVING DOWNSTREAM. FOR INSTANCE, AREAS FURTHER AWAY FROM THE PONDS SHOULD BE CONSTRUCTED BEFORE AREAS THAT ARE ADJACENT TO PONDS, THIS SEQUENCE WILL REDUCE SEDIMENT LADEN RUNOFF FROM CROSSING NEWLY CONSTRUCTED AREAS. ONSITE PONDS THE ONSITE PONDS ARE SUBJECT TO MAINTENANCE, WHICH IS INCLUDED IN THIS SCOPE OF WORK. AS THE PONDS ARE DRAINED THEY WILL FUNCTION AS AN EROSION AND SEDIMENT CONTROL DEVICE. THE PROPOSED WORK WITHIN THE DRAINAGE AREAS OF THE PONDS WILL COMMENCE AFTER DRAINING OF THE PONDS. WORK WITHIN THE LIMITS SHOULD BE STABILIZED PRIOR TO DREDGING PONDS AND RESTORING THE WATER SURFACE ELEVATION OF THE POND. MITIGATION AREAS MITIGATION AREAS ARE PROPOSED WITHIN THE SITE, SPECIFICALLY NEAR STREAMS AND WITHIN NEW AND EXISTING STREAM BUFFER AREAS. THE STREAMS SHALL BE PROTECTED AS SHOWN IN THE E&S PLAN SHEETS AND INSTALLATION SHALL OCCUR AS THE FIRST MEASURE OF CONTROL FOR WORK WITHIN THE DRAINAGE AREA. WORK WITHIN MITIGATION AREAS SHOULD BE COMPLETED AFTER ANY UPSTREAM DEVELOPMENT HAS OCCURRED. MITIGATION WILL REQUIRE MECHANIZED EQUIPMENT TO REMOVE INVASIVE SPECIES AND CONSTRUCT VEGETATION IMPROVEMENTS - WORK WITHIN THESE AREAS IS LIMITED TO MITIGATION AND SIGNIFICANT EARTHWORK IS NOT PERMITTED. AFTER THE MITIGATION WORK HAS BEEN COMPLETED, THE MITIGATION (BUFFER AREA) SHOULD BE FLAGGED TO LIMIT FUTURE DISTURBANCE DURING CONSTRUCTION. WHEN THE MITIGATION AREAS HAVE BEEN STABILIZED THE E&S CONTROLS ADJACENT TO THE STREAMS SHOULD BE REMOVED. 1. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN (WITHIN THE SUB -AREA), STARTING WITH PERIMETER CONTROLS AND THE CONSTRUCTION ENTRANCE. 2. AFTER ALL OTHER EROSION AND SEDIMENT CONTROL PHASE MEASURES FOR A SUB -AREA ARE IN PLACE AND APPROVED BY THE E&S INSPECTOR, SITE WORK CAN BEGIN. 3. ROUGH GRADE PROJECT AREA. 4. SEED ALL DENUDED AREAS PER VESCH STANDARDS. 5. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. REFER TO MS -1 FOR TEMPORARY STABILIZATION REQUIREMENTS. Birdwood Golf Course t sim Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Soil Map -Albemarle County, Virginia 6. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 7. ONCE THE DRAINAGE AREA TO THE SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR REMOVE SEDIMENT TRAP. 7.1. THE SEDIMENT TRAP IS LOCATED WITHIN AN AREA OF PROPOSED PARKING. THE UPSTREAM AREAS WILL NEED TO BE CONSTRUCTED AND STABILIZED PRIOR TO REMOVING THE SEDIMENT TRAP. 7.2. WHEN THE DENUDED DRAINAGE AREA TO THE BOX CULVERT IS LESS THAN 1 ACRE, THE SEDIMENT TRAP CAN BE REMOVED AND THE INLET PROTECTION AT THE BOX CULVERT GRATE WILL SERVE AS THE PRIMARY CONTROL DEVICE. 7.3. AS REQUIRED, ENSURE THE INLET PROTECTION AT THE BOX CULVERT IS MAINTAINED AND OPERATIONAL PRIOR TO REMOVAL OF THE SEDIMENT TRAP. 8. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. TREE PROTECTION, SILT FENCE, CULVERT INLET PROTECTION AND INLET PROTECTION BELOW SEDIMENT TRAPS MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 9. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 10. AT ALL TIMES, PROTECT THE NATURAL WATERWAYS FROM ANY SEDIMENT LADEN RUNOFF. TTEMPORARY BYPASS PIPES (VESCH TEMPORARY SLOPE DRAIN, OR EQUIVALENT) MAY BE REQUIRED TO DIVERT STORM DRAIN WATER AROUND SITE AREAS. SAFE WORK ENVIRONMENT CONTRACTOR SHALL PROVIDE A SAFE WORK ENVIRONMENT AT ALL TIMES. THE LIMITS OF WORK ARE LOCATED WITHIN AN ACTIVE GOLF COURSE AND RESORT FACILITY. CARE SHOULD BE GIVEN TO MONITORING SAFE PERIMETER CONDITIONS AND LIMITING ACCESS INTO WORK AREAS. MAINTENANCE OF TRAFFIC, INCLUDING CONSTRUCTION TRAFFIC, SHALL BE COORDINATED WITH UVA FOUNDATION. TRANSPORTATION PROGRAMS SHALL BE ESTABLISHED TO PREVENT CONFLICTS WITH PASSENGER VEHICLES, PUBLIC TRANSPORTATION, PEDESTRIAN TRAFFIC, AND GOLF CARTS. NOTE NO GEOTECHNICAL REPORT HAS BEEN PREPARED. Birdwood Golf Course Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 4D Ashe loam, 15 to 25 percent 28.3 7.2% Parker very stony loam, 15 to 25 percent slopes slopes 5.8 1.5% 56 Belvoir loam, 2 to 7 percent Riverview-Chewacla complex slopes 3.4% Bic 14B Chester loam, 2 to 7 percent 7.7 2.0% Worsham loam, 2 to 7 percent slopes slopes 1.0% W Water Totals for Area of Interest 14C Chester loam, 7 to 15 percent 11.0 2.8% slopes 14D Chester loam, 15 to 25 percent 18.5 4.7% slopes Chester loam, 25 to 45 percent 10.2 14E 2.6% slopes 15E Chester very stony loam, 25 to 0.4 0.1% 45 percent slopes 19B Cullen loam, 2 to 7 percent 67.6 17.2% slopes 19C Cullen loam, 7 to 15 percent 37.0 9.4% slopes 19D Cullen loam, 15 to 25 percent 15.4 3.9% slopes 20B3 Cullen clay loam, 2 to 7 2.1 0.5% percent slopes, severely eroded 2003 Cullen clay loam, 7 to 15 26.0 6.6% percent slopes, severely eroded Cullen clay loam, 15 to 25 18.8 20D3 4.8% percent slopes, severely eroded 25B Dyke silt loam, 2 to 7 percent 2.9 0.7% slopes 25C Dyke silt loam, 7 to 15 percent 1.4 0.4% slopes 2603 Dyke clay loam, 7 to 15 2.6 0.6% percent slopes, severely eroded 36B Hayesville loam, 2 to 7 percent 22.4 5.7% slopes 36C Hayesville loam, 7 to 15 55.0 14.0% percent slopes 36D Hayesville loam, 15 to 25 3.6 0.9% percent slopes 3703 Hayesville clay loam, 7 to 15 1.9 0.5% percent slopes, severely eroded t sim Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Soil Map -Albemarle County, Virginia 6. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 7. ONCE THE DRAINAGE AREA TO THE SEDIMENT TRAP HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR REMOVE SEDIMENT TRAP. 7.1. THE SEDIMENT TRAP IS LOCATED WITHIN AN AREA OF PROPOSED PARKING. THE UPSTREAM AREAS WILL NEED TO BE CONSTRUCTED AND STABILIZED PRIOR TO REMOVING THE SEDIMENT TRAP. 7.2. WHEN THE DENUDED DRAINAGE AREA TO THE BOX CULVERT IS LESS THAN 1 ACRE, THE SEDIMENT TRAP CAN BE REMOVED AND THE INLET PROTECTION AT THE BOX CULVERT GRATE WILL SERVE AS THE PRIMARY CONTROL DEVICE. 7.3. AS REQUIRED, ENSURE THE INLET PROTECTION AT THE BOX CULVERT IS MAINTAINED AND OPERATIONAL PRIOR TO REMOVAL OF THE SEDIMENT TRAP. 8. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. TREE PROTECTION, SILT FENCE, CULVERT INLET PROTECTION AND INLET PROTECTION BELOW SEDIMENT TRAPS MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 9. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 10. AT ALL TIMES, PROTECT THE NATURAL WATERWAYS FROM ANY SEDIMENT LADEN RUNOFF. TTEMPORARY BYPASS PIPES (VESCH TEMPORARY SLOPE DRAIN, OR EQUIVALENT) MAY BE REQUIRED TO DIVERT STORM DRAIN WATER AROUND SITE AREAS. SAFE WORK ENVIRONMENT CONTRACTOR SHALL PROVIDE A SAFE WORK ENVIRONMENT AT ALL TIMES. THE LIMITS OF WORK ARE LOCATED WITHIN AN ACTIVE GOLF COURSE AND RESORT FACILITY. CARE SHOULD BE GIVEN TO MONITORING SAFE PERIMETER CONDITIONS AND LIMITING ACCESS INTO WORK AREAS. MAINTENANCE OF TRAFFIC, INCLUDING CONSTRUCTION TRAFFIC, SHALL BE COORDINATED WITH UVA FOUNDATION. TRANSPORTATION PROGRAMS SHALL BE ESTABLISHED TO PREVENT CONFLICTS WITH PASSENGER VEHICLES, PUBLIC TRANSPORTATION, PEDESTRIAN TRAFFIC, AND GOLF CARTS. NOTE NO GEOTECHNICAL REPORT HAS BEEN PREPARED. Birdwood Golf Course 2/14/2018 t Sup Natural Resources Page 3 of 4 Conservation Service Web Soil Survey National Cooperative Soil Survey 2/1412018 Page 4 of 4 S S 0 0 A E c. N': ;;;NXAL z M E 0 0"o N U1 N C Q o > E u3 E LU Q U_ 3 LL o C) U. LU O ro <Y W s M a J U s w J - Ln a 5: o Lin tJ Uj N z � B O X v oa v� WX N N = U > Q c i-^ rn 0 N a 4 L M 00J CD Lu 41 Z z 0 U in LU 0 z O > LU LU a 0 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE `w W U) a ry Q O z J U o Q LL > Jaz z OAU O ' ^ U v w Jz Q < w LU cc 0 _j Q O rw^ V / 0 z o 1-4 (n m O ce w JOB NO. 40490 SHEET NO. 0500 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 56B 66D Meadowville loam, 2 to 7 percent slopes 15.2 1.1 3.9% 0.3% Parker very stony loam, 15 to 25 percent slopes 76 Riverview loam 4.2 1.1% 77 Riverview-Chewacla complex 13.3 3.4% Bic Thurmont loam, 7 to 15 percent slopes 1.4 0.3% 96B Worsham loam, 2 to 7 percent slopes 3.9 1.0% W Water Totals for Area of Interest 16.2 4.1% 393.8 100.0% 2/14/2018 t Sup Natural Resources Page 3 of 4 Conservation Service Web Soil Survey National Cooperative Soil Survey 2/1412018 Page 4 of 4 S S 0 0 A E c. N': ;;;NXAL z M E 0 0"o N U1 N C Q o > E u3 E LU Q U_ 3 LL o C) U. LU O ro <Y W s M a J U s w J - Ln a 5: o Lin tJ Uj N z � B O X v oa v� WX N N = U > Q c i-^ rn 0 N a 4 L M 00J CD Lu 41 Z z 0 U in LU 0 z O > LU LU a 0 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. 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DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULIC ADJUSTMENTS THAT WILL MODIFY THE PROPOSED GRADING -THE GRADING SHOWN ON THESE SHEETS CE CONSTRUCTION ENTRANCE - TSD TEMPORARY SLOPE DRAIN 3.15 COUNTY STD. PAVE WASH RACK ANALYSIS AND DO NOT REPRESENT AREAS OF ARE PROVIDED FOR CONTEXT. DISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USED FOR THE DENUDED PERVIOUS LAND AREA BASED ON 7. THE EXISTING PONDS LOCATED ON THE SITE REQUIRE SFX X SILT FENCE 3.05 OP OUTLET PROTECTION 3.18 SOIL/COVER CONDITIONS. MAINTENANCE, AND DURING MAINTENANCE OPERATIONS 3. REFER TO EROSION AND SEDIMENT CONTROL THEY WILL DRAINED AND OPERATE AS EROSION AND SEDIMENT CONTROL DEVICES.SSF O SUPER SILT FENCE 3.05 DS DEWATERING STRUCTURE 3.26 00 Q NARRATIVE ON SHEET C500 FOR ADDITIONAL z INFORMATION, COMPUTATIONS, AND DETAILS. 4. THE E&S CONTROLS ASSOCIATED WITH AN AREA OF CWD DD DIVERSION 3.12 TP TP TREE PROTECTION 3.38 SCALE 1"=100' WORK SHALL BE INSTALLED PRIOR TO STARTING WORK WITH THE ASSOCIATED DRAINAGE AREA. 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MODIFICATIONS TO THE PROPOSED E&S CONTROLS AND EROSION CONTROL LEGEND REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR PLAN MAY BE APPROVED SUBJECT TO SITE INSPECTOR SEQUENCE OF CONSTRUCTION. AND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTAL ■ ■ ■ LIMITS OF CLEARING AND GRADING E&S CONTROLS STRATEGIES. 1. ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITED DRAINAGE DIVIDE TO CONSTRUCTION ENTRANCES. 6. THE PROPOSED WORK WILL REQUIRE FIELD VESCH VESCH 2. DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULIC ADJUSTMENTS THAT WILL MODIFY THE PROPOSED GRADING -THE GRADING SHOWN ON THESE SHEETS CE CONSTRUCTION ENTRANCECOUNTY TEMPORARY SLOPE DRAIN 3.15 STD. PAVE WASH RACK ANALYSIS AND DO NOT REPRESENT AREAS OF ARE PROVIDED FOR CONTEXT. DISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USED FOR THE DENUDED PERVIOUS LAND AREA BASED ON 7. THE EXISTING PONDS LOCATED ON THE SITE REQUIRE SF SILT FENCE 3.05 OP OUTLET PROTECTION 3.18 SOIL/COVER CONDITIONS. MAINTENANCE, AND DURING MAINTENANCE OPERATIONS 3. REFER TO EROSION AND SEDIMENT CONTROL THEY WILL DRAINED AND OPERATE AS EROSION AND SEDIMENT CONTROL DEVICES.SSF O SUPER SILT FENCE 3.05 DS DEWATERING STRUCTURE 3.26 00 Q NARRATIVE ON SHEET C500 FOR ADDITIONAL z INFORMATION, COMPUTATIONS, AND DETAILS. 4. THE E&S CONTROLS ASSOCIATED WITH AN AREA OF CWD DD DIVERSION 3.12 TP TP TREE PROTECTION 3.38 SCALE 1"=100' WORK SHALL BE INSTALLED PRIOR TO STARTING WORK WITH THE ASSOCIATED DRAINAGE AREA. SEE SHEET 0 100' 200' C505FOR INFORMATION ON SUB AREAS. ST O SEDIMENT TRAP 3.15 TC — — — — — O TURBIDITY CURTAIN 3.27 SB SEDIMENT BASIN 3.14 SS 0 o o SILT SOCK - L STH OFA 0 A z QSjONAL Z ccw h M E N Ov N � > E Lu E W 7 Q LL o LL ❑w O r`o .^-1 a JU WJ —uf w �U W O N rj z N X <, -a L¢L C U j Q C Lrl rn � N m IbJ CD Lu D O _ 0 D O ❑ Lu Lu_ U Q z O fi O Lu a DATE 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. 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I ���, 1\ 1 j 1 1 1 1 1 I S I I I� , 1 'I I i i I \, 1 `\ ` I 1 11 1' v 1, I I I I \ 1 - , \ > ..- , ` ,// .\ \„�, \ � `�` • — / , \ , /' / / r / ,' / / \ \,` `�, / ,, 1 ,1 ,,, , \\ \ \\ III, , I , , , � 1 r ' 11 '' r '', ','l \ ' +`'\ \`11 Itl ;I'1; ? , x-, `II� d _' ///,//r I II /, 11 II lY \` \ / \`\ /!'Z POND 3 69 ACRES OF TOTAL 1 1 1 _ ---- - -- _ / „�.... \' 1 , I , , — \ r ,' / , 1 1 \ - _ - __ _ `' �_. , , ' 1 I I ' 1 1\ , , . ` / - \ ��``• ' 'i , . , 1 1 1 „\ \ 1 \\+\`I, Ill,. / / ' I DISTURBANCE TO `,� 1 , ' 1 1 , ', `, ii'' ----- - . - - __, ' / ' , \ SF ��_ — — ---- , r`>` / ' 1 111 1 1 /; / POND, - I 1,IIll, \,.. ` ;`\\." - , `, \,, 11 I I 1 ' 1\ , / Jl' I \ ` -------- _ `'? 71d,,, , _,,_ /' \ SSF NOT REQUIRED� 1 \ �- ' 1 1 \ + , ` , ` r - '---------' -- - , WHILE POND IS ` \� 1 ` ` \\ \ \ ` - - -- ---- �.- `----- -------- - r�' �' Tup OPERATING AS _- --- - - --- / SEDIMENT BASIN ,\ , \ / , , , / / '',/ / 1 \` ♦,` k T, ` ` ` \ \ / / ' -\ 1111 1` �1 ` „ ,\ \ , ` , ` _ _ J 1Y�'L--__ r, // \ ,11 i\ •— _ �5 , ` ' , ' 1 , 1' 9�.g � - _ r DRAIN & I l t 1 ` \ w- - -- `--_�_- ' ,l/ ,1 , 11 I , 1, , \ ,\ 'r E SHEET C502 / I _- \ \ -, `\ \ \ `, ♦ ` , 1 , r,! r// r 1, r r , ,/r I I 1 1 \ 1 , , r 1 I l 1 l I 1 \ \ \ \ ,>\ - _ ' '/,, �'/ = _ 1 1 1 1 „ ,111„ „ ` �- - _ ; _ MATCHLINE SHEET C504 1 DD ; , �`. ` \ , _-' /, / , , /. , , -, ,, ,,. l I III ' I• 1 ( 1 DREDGE \ \ \ \ : ..� �/` /// 'l7r� EROSION & SEDIMENT CONTROL NOTES THIS SHEET DEPICTS PHASE 1 & 2 PHASE E&S CONTROL PLAN. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR SEQUENCE OF CONSTRUCTION. 1. ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITED TO CONSTRUCTION ENTRANCES. 2. DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULIC ANALYSIS AND DO NOT REPRESENT AREAS OF DISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USED FOR THE DENUDED PERVIOUS LAND AREA BASED ON SOIL/COVER CONDITIONS. 3. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE ON SHEET C500 FOR ADDITIONAL INFORMATION, COMPUTATIONS, AND DETAILS. 4. THE E&S CONTROLS ASSOCIATED WITH AN AREA OF WORK SHALL BE INSTALLED PRIOR TO STARTING WORK WITH THE ASSOCIATED DRAINAGE AREA. SEE SHEET C505FOR INFORMATION ON SUB AREAS. L 5. MODIFICATIONS TO THE PROPOSED E&S CONTROLS AND PLAN MAY BE APPROVED SUBJECT TO SITE INSPECTOR AND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTAL E&S CONTROLS STRATEGIES. 6. THE PROPOSED WORK WILL REQUIRE FIELD ADJUSTMENTS THAT WILL MODIFY THE PROPOSED GRADING - THE GRADING SHOWN ON THESE SHEETS ARE PROVIDED FOR CONTEXT. 7. THE EXISTING PONDS LOCATED ON THE SITE REQUIRE MAINTENANCE, AND DURING MAINTENANCE OPERATIONS THEY WILL DRAINED AND OPERATE AS EROSION AND SEDIMENT CONTROL DEVICES. EROSION CONTROL LEGEND VESCH CONSTRUCTION ENTRANCE COUNTY STD. PAVE WASH RACK SILT FENCE SUPER SILT FENCE DIVERSION SEDIMENT TRAP SEDIMENT BASIN 3.05 3.05 3.12 3.15 3.14 LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE z O (l U LU z O U) LU IY LU a DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE JOB NO. 40490 SHEET NO. C503 VESCH TSD TEMPORARY SLOPE DRAIN 3.15 OP OUTLET PROTECTION 3.18 DS DEWATERING STRUCTURE 3.26 00 Q z TP TP TREE PROTECTION 3.38 SCALE 1"=100' 0 100' 200' TC — — — — — TURBIDITY CURTAIN 3.27 SS 0 o o SILT SOCK - z O (l U LU z O U) LU IY LU a DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE JOB NO. 40490 SHEET NO. 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EARTHEN 1 ` 1 r / _-- -__ / /' - / �-- ' SSF NOT REQUIRED SSF BAFFLES I , ' ' / / ,' / , , / / , 1 / , ! ! ! , . / I a■d� / - / / , , / / , / /, / '// , // \` '/ - , , II '' , / ' , / I , l I/// /, /, ///_ _ - . _ �' `' I f I / , I , I ,1 1111 6 / . \ WHILE POND IS `',� / ,,. \ - ;/ _ \ -_ \` - �e-^^ , , lI I I / / l!, , 11 , �'' 11 % - - / --' r,'�/ // /I ,+II /l / l 1, / IiWD , r ,/ / -_---- _ .\`-__-- .`m■,>`m'; __ ■�ra� 1 , / //, I r , 11/111111 , e ---- - _ r I l r / / , OPERATING AS DRAIN & ', t — SF -- SF ' .� _ l l l ! I r l l , / I 1 1 , t■P 7e-ta• rl '1 I • le I \ - �,�/,', - - `� -` _ - O\`` 1 , 1 ,1 /,1 '/ / I/IIII III /' / 1 •,\ 01 \ \ _ \ ` // -\`- / SEDIMENT BASIN DREDGE SSF' -=_-- - - - _ ; /" ' " , I / • /r/ r r 1 , t r ♦ \ \,0\'r � l/ / , ,r■,.v. ., ,/ ----- _ � '. -, / /// - / _ 11,11 11 �,, F PUMP STORMWATER '_-_"�®- /,' �a /, + �� + -�^ �--_ _�'✓,�`� _ ;�,�_ �` _ - , ////r //, , /r ,,, I //, r,rl , 1 1 , - \ `��``_ `\- �\� RUNOFF INTO EXIST. OUTFALL STRCUTURE � ;Oe DURING DRAIN &DREDGE 9.1- I° �(� ° ` ° l1 `\\ I � , ` 1 \ Qee-e` • Ij'I .,_ -_�-`\IN. ::I-- OPERATIONS a. ;prA x.17 1 , 6 \ 1 `,` • , - % / it - _ i -- -:=�=_"_._,�:_'-��-'__- ,_�� ,, ,r , r , .\ = /' `'•\` / �e l 1 �1 i�►-y'--- �� •` + '+,� � �` , _ _��' �./ ', �'///,�. - / ,' ° o ' ' O ( °r 1 �\ 1 ' / ' \ ♦ \'- / , ' '/ ',' �-�'-' ''/ '- --'�-� -- '- -_ ', //'/i '� \ `\ t c / + , /' / , // jr/ � _tib/� � - � � S1 - _ � _ -_ r ,' r � J 1 / `\,.t li _ `4�` `�' }` _r; r ����}11���1 - ---_- d ''_� � '' "'''/''' '/ /r / ' '' � o' \ �°• / % '°' - ,1 ' /! \\ \ \\ 1 \I /' / , , ,/ ,! l '' I ,', / / /','/''//�- � � -�� �- _ i_-_ � _ - - _ ',/ � k 1 ___ _ ¢ I ,_ - � ��'-� - �,? \\F, \ . #��I ` _ �___ __Y�_'�fl�-.i � �''r J,'// / / / , q \ `t 1•'. �°O° / / I ii ° ,11111 ' \` 1 \ ` \ 1 / / , I'_,/// ,,////,,�,'�/'� -' _/_I �,- _ 'i , o - _/ 4• -/� _�111I \ -�--�7"�.' // , / - o,, /• 1 11/ r /II 1 1 1 `,� I SSF - _ --_' '� r „111 1 '1 \ \ �i� l � \\�I y�/' / ,/ - � / / /, /„'/'// l /r'/ ,,'„ /' / /,'/,'/'''l'/ 'r / '�/'.'/") ' , r", \lr \ a -I/ / _ 7 `\'S ``----- --\,`\�`. ` ` �I ` `1 ,� tl, l , `■ `\ V , ,� /, // / r / „/ / '/J� / I\1 / ,- � , ,- Its ` \ ♦ ` \.. _� -- +._�' r / / + 1 ,1e. - •_o°• //'- /P Iu '/ r 1 ! L.�..i� . , , , ,,/ / /, / / 1 ' / / '/ ' / / / '/, ^' , ( ,'- ` '\ '\ \ 1 1 '//� _ _ ` 1 '\'/// _ ' � `_\\\ \�:� • :: .x *' � + 1\¢`' 1 � �■ _ - } -- �'' ' ` ' \- - c\` I +11 I \, r" ate.-� . r! / , / J /, / r /' ,\ �' _ // _ _ .t \.' 1'.,.i\I ? l \ J / •°- �!' __ m I / 1 'I � \ \ - - J� / _ _ -.• " e i I \N\ el -/ _ _. 11 I \ -1 Ly-- • / ' , r ' / ' / 1 I \ ,I , /r' /r,�� _`_ I I 1 �' - _ (> - \ \ �c :rtII\1 F t �} �. + + �'''^- + -/ + r/hr 'r r /////,////// rr/r�'',''.���� 1 1 - , //%;,/r�/'�� �'/ r/ /�/ --_� - f�,• \ `�::��; \ \ \ `\rt :`--__r�� 1u- - - 1 �j r / ' / � ' / , r / , / / , / � - , � I � r // r `■■.. 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J ,,' / ' / '- 1'�r ,��-- - -./ -- -' - ��c-_ `---- L _ ,l t `"` - '' �'r4/l i t , I/ , �.\` - _ _ _ _' '- - _ e •�,' I 1 ' '/'//r_ - / '/ m■,■��'%,, /,��'%,ii' - '/ __ - - , "' �\ - /„ - "CWD ____ _ - __ '-�_``/�-- \\ �, -� , lT I I I \- \ `,/ - - o\' / / //, + -, / I� , / _ ;- r,,' ,%/ r / /'// ,' - _ ',' / /, / / �11 _ �_ � -_' '_-_ - -_ -_ -- _' _ _ � _ � _ - \` - _r�,'■�-��,y,...."��,'���1^_5,� \ / \ �-/ I I \ 1 ,ii � J- -` ;_ _ `� ' I r/ I• I I r °/ /%/'///' =r, - `: �`- -\ \ - + `+ +`\ + rF + _CWD \\, - -,�� `` -- a\� LIMITS OFVI/OR -,` \ , t '- - - - - �,-' , `- -- '- -- -, 1 - _ '/ y -_ / - --\� `- -♦ \\ -\ \ \ r 11 t - - 1 \ \ I , � =_i' r' r .r //i4/ / r // \ _' --- =r --��- + / '/ �i -- �'• � - -__-- - Ir ( -i-~-- � _ _ - � - '//�- r - \ \\ - IIII ! �_- /i' .i-” '/ 'Jl \ It,l d I ' , / ' �.. � r ///i� / o'/' ii r ,/ - /,--/ - - _- • [Y 'i 1 \ ��'- -”- ''/i'''- - ----- - - -- '----- \ r\ ,/ / - - r ■0� - -1,r I / J / -- - 1, /r: � li + - � r/ SiY \ I 1 1 I , , � // / ♦ P �' - -_ _ _ _ .�'-_ -_�` `- 11+ room it It' 144Y - 1 111 '/.' , '/ / 1 1 / '' - \-- -----Z7�-_ - - t�� -- - - --- -'- ---: - --- - �. ,\ \_- - / / / J r' - \ `, 'p` `\ \ \, \ \ \ 1 1 t 1 I , r r ✓, , •!/! N, 1, / r J T- - _ - - -_ -- ,Z`>;✓--- - _--_ - � -�= ' ---a----- - :�� '/' 'i/' 'i -_ - �\` -\` - / - - _- \ \ \\ / •� - -' - --- - - - - - / - \ \ - - , \ 111 1 'r - I `9 6 •/ \ EROSION & SEDIMENT CONTROL NOTES THIS SHEET DEPICTS PHASE 1 & 2 PHASE E&S CONTROL PLAN 5 MODIFICATIONS TO THE PROPOSED E&S CONTROLS AND EROSION CONTROL LEGEND d�� \1►!/�''�1��rr . �/ =111111 _ 7,/i,� q{ ��� � y ` "*. ■ i. � ►� w �� 1 rf , f I _ - Ir 1 J _111111= p'y G /r i- ,,,>f � r • 1• � `♦ � � /�i�i�(I . ■ . .FA r, 11111=;1111 / b.. I 111111-1111 �a�, ru�.c,� io.... a �� 7.PtaYRyY II (►NIBS ri �1�I�V■�•.0_ i 11,11 \ FE . =�arm; �� ♦ � \ .!711 n i' �� �. I ♦ e � r I!lT..Lt: 1 -I • L - r E � T I: S r ( u ..y r ` 1^v i i - I r �r r � V �1 ,.n t a A\ 1 - I I \ REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR PLAN MAY BE APPROVED SUBJECT TO SITE INSPECTOR SEQUENCE OF CONSTRUCTION. AND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTAL ■ ■ ■ LIMITS OF CLEARING AND GRADING 1. ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITED TO CONSTRUCTION ENTRANCES. 2. DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULIC ANALYSIS AND DO NOT REPRESENT AREAS OF DISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USED FOR THE DENUDED PERVIOUS LAND AREA BASED ON SOIL/COVER CONDITIONS. 3. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE ON SHEET C500 FOR ADDITIONAL INFORMATION, COMPUTATIONS, AND DETAILS. 4. THE E&S CONTROLS ASSOCIATED WITH AN AREA OF WORK SHALL BE INSTALLED PRIOR TO STARTING WORK WITH THE ASSOCIATED DRAINAGE AREA. SEE SHEET C505FOR INFORMATION ON SUB AREAS. L E&S CONTROLS STRATEGIES. 6. THE PROPOSED WORK WILL REQUIRE FIELD ADJUSTMENTS THAT WILL MODIFY THE PROPOSED GRADING - THE GRADING SHOWN ON THESE SHEETS ARE PROVIDED FOR CONTEXT. 7. THE EXISTING PONDS LOCATED ON THE SITE REQUIRE MAINTENANCE, AND DURING MAINTENANCE OPERATIONS THEY WILL DRAINED AND OPERATE AS EROSION AND SEDIMENT CONTROL DEVICES. CONSTRUCTION ENTRANCE COUNTY STD. PAVE WASH RACK SILT FENCE SUPER SILT FENCE DIVERSION SEDIMENT TRAP SEDIMENT BASIN VESCH 3.05 3.05 3.12 3.15 3.14 DRAINAGE DIVIDE M E O N O N � C > E E W 7 � aLL o u. ru O J U J;q WJ—uf clw UW rqN z N CIO X </ Ix< c = N N H U Lrl Q Lfl C Z N Q, m d � 00 J CD ui W a DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE JOB NO. 40490 SHEET NO. C504 VESCH TSD TEMPORARY SLOPE DRAIN 3.15 OP OUTLET PROTECTION 3.18 S DEWATERING STRUCTURE 3.26 00 Q z TP TP TREE PROTECTION 3.38 SCALE 1"=100' 0 100' 200' TC — — — — — TURBIDITY CURTAIN 3.27 s 0 o o SILT SOCK - M E O N O N � C > E E W 7 � aLL o u. ru O J U J;q WJ—uf clw UW rqN z N CIO X </ Ix< c = N N H U Lrl Q Lfl C Z N Q, m d � 00 J CD ui W a DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE JOB NO. 40490 SHEET NO. C504 CART PATHS INTERIOR COURSE & TEE BOXES COURSE & TEMPORARY SLOPE DRAIN OPTION TH of ALL INSTALLATION OF PROPOSED TRAILS SHALL BE INSTALLED IN ACCORDANCE WITH THE VIRGINIA ALL INSTALLATION OF PROPOSED A COURSE OR TEE BOX SHALL BE INSTALLED IN ACCORDANCE WITH ALL INSTALLATION OF PROPOSED A LONG COURSE SHALL BE INSTALLED IN ACCORDANCE WITH THE 0 A E z EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: 1. NO MORE THAN 1,000 LINEAR FEET OF PATH MAY BE INSTALLED AT ONE TIME OR CAN BE THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: 1. SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF ALL DISTURBED AREA VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: 1. SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF ALL DISTURBED AREA. 2a�l�c. N�2 CONSTRUCTED WITHIN A SINGLE FAIR WEATHER DAY (APPROXIMATELY 1,000 FT) 2. FILTREXX SILTSOXX OR VDOT APPROVED EQUIVALENT SHALL BE INSTALLED UPHILL OF ALL 2. FILTREXX SILTSOXX OR VDOT APPROVED EQUIVALENT SHALL BE INSTALLED UPHILL OF ALL �Ao ��SSjONAL��� 2. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO AREAS OF DISTURBANCE THAT EXCEEDS 100 LINEAR FEET FROM ALL SILT FENCE AREAS OF DISTURBANCE THAT EXCEEDS 100 LINEAR FEET FROM ALL SILT FENCE. BE PLACED ON THE UPHILL SIDE OF EXCAVATION, EXCEPT FOR ANY DIVERSION DITCHES. 3. WHERE COURSES ARE PROPOSED IN CLOSE PROXIMITY TO PONDS, STREAMS OR WETLANDS 3. WHERE LONG COURSES ARE PROPOSED IN CLOSE PROXIMITY TO PONDS, SUPER SILT FENCE 3. TRAIL BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION SUPER SILT FENCE SHALL BE INSTALLED AROUND THE EDGE OF THE POND DIRECTLY SHALL BE INSTALLED AROUND THE EDGE OF THE POND DIRECTLY ADJACENT TO ALL AND PROMOTE STABILIZATION. ADJACENT TO ALL PROPOSED AREAS OF DISTURBANCE. SILT SOCK SHALL BE INSTALLED PROPOSED AREAS OF DISTURBANCE. SILT SOCK SHALL BE INSTALLED UPHILL OF ALL 4. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS UPHILL OF ALL PROPOSED SUPER SILT FENCE IN AREAS THAT EXCEED 100 LINEAR FEET. PROPOSED SUPER SILT FENCE IN AREAS THAT EXCEED 100 LINEAR FEET. 5. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES 4. WHEN A COURSE IS PRONE TO LARGE VOLUMES OF UPHILL RUNOFF, CLEAN WATER DIVERSION 4. A TEMPORARY SLOPE DRAIN SHALL BE UTILIZED TO DIRECT ALL STORMWATER RUNOFF rn o DITCHES SHALL BE UTILIZED TO CONVEY STORMWATER RUNOFF UPHILL OF TARGET DENUDED UPHILL OF DISTURBED AREAS. CLEAN WATER DIVERSION DITCHES SHALL BE CONSTRUCTED N ui AREAS AROUND THE PROPOSED COURSE. TO CONVEY STORMWATER RUNOFF TO THE TEMPORARY SLOPE DRAIN. APPROPRIATE OUTLET � E PROTECTION SHALL BE INSTALLED AT THE END OF THE TEMPORARY SLOPE DRAIN TO11J � .E PREVENT SOIL EROSION DOWNHILL OF THE AREA OF DISTURBANCE. u Q LL LL o Lu o �_O z —'n W ry O � Vi ON N O r -i (7 w �x O � U w oa v� wx vN v >L z O c Ln rn O N w 00 J CD Lu COURSE Lo CART PATH TEE BOX COURSE COURSE COURSE (ADJACENT TO POND) o (ADJACENT TO POND) - WIDTH WILL VARY OSSF SF O j D CWDI CWD o FLOW OP FLOW = Q w a FLOW FLOW FLOW OP ,�� ,�� z 100' 100' o DATE � �CONCRETECART PATH��� J J \ L2 4" MIN. ,` :fit y 1 0 03/02/18 �j��j��j\�j��j�����������j\�j\/ �x CWD POND CWD SF O O O CWD CWD SF POND O DRAWN BY J. WILSON x x comT/\/ S F SS SS O DESIGNED BY �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ SSF O SIF O SSF SS SS O • � C. PENNETTI CHECKED BY • C. PENNETTI • • SCALE STREAMS & WETLANDS E&SC FEATURE LOCATED WITHIN POND SUB -AREA DEVELOPMENT • IF REVIEWED AND APPROVED BY THE SITE INSPECTOR AND ALL INSTALLATION OF PROPOSED A COURSE OR TEE BOX SHALL BE INSTALLED IN ACCORDANCE WITH 1. EXISTING POND CONDITION ENGINEER, THE DEVELOPMENT OF THE SITE MAY INCLUDE ADDITIONAL PHASES TO ACCOMMODATE CONSTRUCTION THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: 2. DEWATER POND ACCORDINGLY AND CONVERT TO E&SC FEATURE WITHIN DEFINED SUB -AREAS OF THE SITE. A SUB -AREA IS 1. SUPER SILT FENCE SHALL BE INSTALLED ON EACH SIDE OF ANY STREAM DIRECTLY ADJACENT TO 3. CONSTRUCT NEW COURSE PER PLAN DEFINED BY THE DRAINAGE AREA CONTROLLED BY A E&S AREAS OF DISTURBANCE, PRIOR TO THE START OF ANY CONSTRUCTION UPSTREAM OF THE 4. STABILIZE NEW COURSE PER PLAN AND DETAILS MEASURE (SUCH AS A SEDIMENT BASIN OR SEDIMENT TRAP) EXISTING STREAM. 5. DREDGE POND AND STOCKPILE ACCORDINGLY. E&SC MEASURES SHALL BE INSTALLED TO J 2. SUPER SILT FENCE SHALL BE INSTALLED AROUND ALL DELINEATED WETLAND AREAS PRIOR TO THE START OF ANY CONSTRUCTION UPHILL OF THE EXISTING WETLAND AREA. PREVENT SOIL LADEN RUNOFF FROM ENTERING INTO THE POND. 6. REFILL POND BACK TO ORIGINAL DEPTH SEQUENCE OF THE SITE DEVELOPMENT WITH SUB -AREAS IS INTENDED TO ALLOW FOR CONSTRUCTION OPERATIONS 3. FOR NEW MITIGATION BUFFER AREA: (DEMOLITION, CLEARING, GRADING, FINAL DEVELOPMENT) 1 1 1 3.1. INSTALL SILT FENCE ALONG TOP OF STREAM BANK INFLOW STREAM L.LI I- 3.2. CONDUCT ALL WORK WITHIN MITIGATION BUFFER LIMITS 3.3. FLAG BUFFER LIMITS ACCORDINGLY & REMOVE SILT FENCE WHEN MITIGATION AREA IS ` EX. COURSE I EX. COURSE WITHIN A SUB -AREA TO PROGRESS BEYOND PHASE 1 E&SC PRIOR TO ESTABLISHING PHASE 1 CONTROLS FOR THE ENTIRE DEVELOPMENT. W Q STABLIZED \ O Q0 THE WORK WITHIN A SUB -AREA WOULD BE REQUIRED TP'-, I..L J O I I I I CONSTRUCT w MAINTAIN THE DRAINAGE DIVIDES THAT ESTABLISH THE ` `' ° 0\ SUB -AREA, AND WOULD REQUIRE ADDITIONAL PE IMETER I� ° O O NEW CONTROLS (SILT FENCE, CONSTRUCTION ENTRNCE, Co o U COURSE EX. POND EX. POND r DIVERSION DIKES, ETC.) AS APPLICABLE - UPdESS THE \ \ \ \ \ 1 I I 1 1 \ J ADJACENT SUB -AREA HAS ALSO PROGRESSED BEYOND PHASE 1 E&SC./ f> O I n THE TREE PRESERVATION CONTROLS SHALL BE INSTAL-LED—-- ` O o FOR FOR THE SUB -AREA PRIOR TO ANY DEMOLITION, CLEARING z O O U U I— Z // I OR GRADING. V w Z DEWATER AND \ / \ CONVERT TO\ / o SUB -AREA GRAPHIC 0 0 , ' THIS GRAPHIC IS FOR NARRATIVE PURPOSES ONLY, AND IS \� : Q Q < w W CC G \ E&SC FEATURE \ INTENDED TO PROVIDE CONTEXT TO POSSIBLE SUB -AREA 0 p � � f 0 O m 0 PHASING OF THE PROPOSED DEVELOPMENT. GRAPHIC IS°»' i Q OUTFLOW STREAM o NOT TO SCALE. ( ; `� O W n STREAM STREAM (WITH MITIGATION) (WITH OUT BUFFER) WETLAND NEW COURSE 1 NEW COURSE ti I 4 STABILIZE O I w � ~� O MITIGATION SSF STREAM STREAM O NEW COURSE ♦ Q I I EX. POND EX. POND �i f7�� O `�e OO O WY W W W y y W I t ,a 00 (IJ O 00 \ O W yy�W, y 6 O REFILL SF / I I O POND O O Q �0 I WETLAND AREA FLAG O O a.o..... BUFFER � 10 0 - \ / \ _ e� a: < ' , / o LIMITS SSF SSF SSF00 �- �l // o o 100 JOB N0. 40490 SF SSF 5 00 00 ��- 00 DREDGE POND AND0 STOCKPILE � 0 0 SHEET ---- 0 0O ��� � � 0 NO. /-�c0 c � � 00 0 C .J 0Q L_ 0 U 0 0 Y m 3 T U) 0 n CL a m 0 0 c m 5) c m m CL 0 0 TH O.F � AA. � 2a,2 � CONSTRUCTION OF A SILT FENCE �o��ssjo��� PIPE OUTLET coNDITIoN5 SILT FENCE CULVERT INLET SEDIMENT DA SIN SCHEMATIC (WITH WIRE S UPPOR T) NAL A A PROTECTION ELEVA. TIONS 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE CREST OF EMERGENCY OF POSTS. ENDWALL SPILLWAYMo E DESIGN HIGH WATER 0')S 3do (25 -YR. STORM ELEV.) cN1 do MIN. 1.0' i > E - - _2- _ - - 0.5' -� PIPE OUTLET TO FLAT ZI _� MIN. 1.0' l y w l LU AREA WITH NO DEFINED TOE OF FILL CULVERT CHANNEL I �~ RISER CREST - ( I / - `> Q LL o 3 PLAN VIEW 67 C.Y./ AC. ....................... DEWATERING _ f L L-� DRY "STORAGE ............. p aDEVICE -� I I I� III I -� 1 IIII ¢ W Ut Z �� 1 �� M 67 C.Y./ AC. > o N I L I I WET STORAGE � a a - - - W c� - - M I I U 0 % 0 x In I I Q J W d SEDIMENT CLEANOUT POINT FLOW ° Z - -7 ° - - - - - - (" WET " STORAGE REDUCED N Z ° TO 34 C.Y./ ACRE) 4" U Q -'0p Ln U0 SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER TOE OF FILL p O� ° 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE -1 N w ° DESIGN ELEVATIONS WITH FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. a A SILT FENCE o 0 * DISTANCE IS 6' MINIMUM IF FLOW EMERGENCY SPILLWAYCD LU IS TOWARD EMBANKMENT A 3d0 (MIN.) L(r• FLOW d * DESIGN IGH WATER r o�C o ( MIN. 2 0 f I IIII + li o PIPE OUTLET TO WELL OPTIONAL STONE COMBINA TION MIN. 3.0 MIN- 0.5' DEFINED CHANNEL MIN. 1.0' �j�_ IIII v IIII p PLAN VIEW � �' °�� • �•.:~:� -.•_ •, � 1.0' 1.5' 67 C.Y./ AC... " DRY " STORAGE _ L a RISER CREST I FLOW I I- w IW- �- H 67 C.Y./ AC. = Q WET ' STORAGE DEWATERING -- 0 7 ,�• DEVICE =I IIII- Q FLOW z d - 2.5' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. V) DATE SEDIMENT CLEANOUT POINT > SECTION A -A T 11 _F 03/02/18 FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER FILTER FABRIC NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION DESIGN ELEVATIONS WITHOUT O DRAWN BY BASKET, OR CONCRETE. *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP EMERGENCY SPILLWAY 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED TO REPLACE SILT FENCE IN " HORSESHOE " WHEN I WIRE I J. WILSON USING PLATES 3.18-3 AND 3.18-4. HIGH VELOCITY OF FLOW IS EXPECTED (RISER PASSES 25 -YR. EVENT) 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. -� DESIGNED BY Source: Va. DSWC Plate 3.18-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: VA. DSWC PLATE. 3.14-2 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 '011 C. PENNETTI Sherwood & llyant • CHECKED BY • C. PENNETTI THE EROSION AND SEDIMENT CONTROL DETAILS SHOWN WITHIN THIS PLAN SET ARE INTENDED TO PROVIDE A i SCALE REFERENCE TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE GRAPHIC DETAILS • PROVIDED HAVE BEEN EXTRACTED FROM THE VESCH. CONTRACTOR SHOULD BE FAMILIAR WITH THE VESCH AND THE TEXT ASSOCIATED WITH THE REFERENCED DETAILS. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR ADDITIONAL INFORMATION. CONSTRUCTION OF A SILT FENCE DIVERSIONS TEMPORARY SEDIMENT TRAP U) s,rCNE - 70' MIN. (WITHOUT WIRE SUPPORT) J CONSTRUCTIONVARIABLE* 1­4ACCESS 3" SM -2A ASPHALT _07 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH COL:RSF UPSLOPE ALONG THE LINE OF W EXISTING fir-*- --..• :='``.- .." :'. `:.J`' ` . ` --- Jr _ STAKES. I 10% SETTLEMENT\.IORIGINA GRUND0.3' FREE BOARD�L AR IAo LE 6'MAX. ELEV. % � w _6" M . 21A AGCR_ ,AI = RASE Ef 67 CU. YD./ACRE J / r -PROFILE DESIGN FLOW DEPTH VARIABLE O %� _ 67 CU. YD./ACRE ( , STONE (EXCAVATED) 7a' M'N. FLOW � � I � � 4. MAX. \ v COvSTucTlcw _I _ I TYPICAL PARABOLIC DIVERSION\ FILTER CLOTH ORIGINAL _j TWASHRAC[ = >_ O 4„ Z 7 ' EXISTING 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP 0 O U 2% 2% PAVE�AENT TO STAKES AND EXTEND THE EXCAVATED SOIL. 10% SETTLEMENT O a 12' MIN.* IT INTO THE TRENCH. (� U vLU z LLJ 7 r 0.3' FREE BOARD CROSS SECTION OF OUTLET _j .c� DESIGN FLOW DEPTH Q POSITIVE DRAINAGE j/ j - cLAss I RIPRAP w *NU` EXTEND FULL WIDTH r TO SEDIMENT // 1." `;iH3:, �/ LENGTH (IN FEET) = O m ~� OF INGRESS AND EGRESS TRAPPING DEVICE J / - "' / � (IN xADRAINAGE AREA Q OPERATION III IIII ' ' _ Q _ O w DIVERSION PLAN / - j� DIKE " I- FLOW Age 1= TYPICAL TRAPEZOIDAL DIVERSION (n 06 12' VIN I. POSITIVE DRAINAGE 2 TO SEDIMENT TRAPPING DEVICE SHEET FLOW INSTALLATION 10% SETTLEMENT �--� �_7 (PERSPECTIVE VIEW) / _ 0.3' FREE BOARD FILTER CLOTH , FLOW anx DESIGN FLOW DEPTH A A SECTION A -A B \\ / COARSE AGGREGATE EXCAVATED / FILTER CLOTH A 111illilllll111 Watertap of 1 111ch 11im-A be Unstaffed with a lllllllllll1111 1 inch ballcock � AREA _ - / w :sllllt )ff Valve Silpph,711g a Wash hc)"Se "Kith a dia111ete1- of 1. � inches fol- adequate c(.nistallt preSstll•e. NNash � ate1. 1lnlst be carl'Ied away froii1 the e11t1'a11ce t0 all approved settling a1•en to 1•emove sedfinel1t. All sedne11t shall be pre>v�ellted fion1 I �I TYPICAL VEE -SHAPED DIVERSION � **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 entelllla stoIYll {h'allls, ditches t.)r watercourses. POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION OUTLET (PERSPECTIVE VIE W PAVED WASH RACK (FRONT ELEVATION) NIC SCr''._E SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05-2 Source: Va. DSWC Plate 3.12-1 SOURCE: VA. DSWC PLATE. 3.13-2 - Sherwood and Wyant )OB NO. 40490 SHEET NO. C506 TURBIDITY CUR TA LAT TYPICAL LAYOUTS: STREAMS, PONDS & LAKES (PROTECTED & NON -TIDAL) STREAM FLOW ANCHOR PT. 1 STAKE OR ANCHOR, EVERY 100' (TYPICAL) SHOREi-INE / LIMITSTYP* FILL AREA CONSTR.. . SHORELINE ANCHOR PT. TURBIDITY CURTAIN THIS DISTANCE IS VARIABLE TIDAL WATERS AND/OR HEAVY WIND & WAVE ACTION i FLOOD �— EBB PROPOSED TOE �J OF SLOPE EXISTING �e ---�� CAUSEWAY --ei �F ANCHOR & ANCHOR BUOY SHORELINE �� BARRIER MOVEMENT SHORELINE ANCHOR PT. DUE TO TIDAL CHANGE ANCHOR PT. * ® FILL AREA THIS DISTANCE IS VARIABLE TEMPORARY SLOPE �R�iIY CORRUGATED METAL EXTENSION COLLAR WATERPROOF SEAL f ] Tliii \� \ii.Yiw� EARTHEN DIKE (COMPACTED) - SECTION VIEW PROVIDE INLET PROTECTION NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS EARTHEN DIKE (COMPACTED) SOURCE: ADAPTED FROM FLORIDA PLATE. 3.27-3 SOURCE: VA. DSWC DEPARTMENT OF TRANSPORTATION ROAD AND DESIGN SPECIFICATIONS D+6" f D+6" D � T 1T T SECTION A — A THE EROSION AND SEDIMENT CONTROL DETAILS SHOWN WITHIN THIS PLAN SET ARE INTENDED TO PROVIDE A REFERENCE TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE GRAPHIC DETAILS PROVIDED HAVE BEEN EXTRACTED FROM THE VESCH. CONTRACTOR SHOULD BE FAMILIAR WITH THE VESCH AND THE TEXT ASSOCIATED WITH THE REFERENCED DETAILS. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR ADDITIONAL INFORMATION. L PLATE 3.15-1 SILT SOCK DETAIL (OR APPROVED ALTERNATE) 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. — FILTREXX® SOXXT. (12" TYPICAL) BLOWN/PLACED FILTER MEDIAT°^ WORK AREAA EAT BE PROTECTED 12 MIN_TI__ SECTION NTS 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. AREA TO BE PROTECTED FILTREXX® SOXXTM (12" TYPICAL) NOTES: 1. ALL MATERIAL TO MEET FILTREXX® PLAN NTS SPECIFICATIONS. 2. FILTER MEDIATm FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. FILTREXX® SEDIMENT CONTROL NTS TH OpN OII� A PE� 2a� . Nb�n12 47 tS �SIONAL 5 cn E o p Nv N � c > E E W a U 3 Q LL 3 Q w O ce J U w U Lu N �x � C2 w LL - in Q 7-1 tn= vN = U > Q c 'n o O1 � N m a � 00 J O w -.D -- (A Z 0 Lu Q D 1.799 03/02/18 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE J 1.1J � (n W 0 J O O U I— LL>z Jz0 OAU o CD w z J Q W W J Q Q Ow 3: (n C) 06 � z m O U) O ry w )OB NO. 40490 SHEET NO. C507