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WPO201800016 Plan - Revision 2018-05-15
SITE DATA: TAX MAP PARCELS: 75-63 PARCEL AREA: 544 ACRES LIMITS OF DISTURBANCE: 161 ACRES ZONING: R-1 RESIDENTIAL PROPOSED USES: GOLF COURSE UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED BIRDWOOD GOLF COURSE WPO PLAN COUNTY OF ALBEMARLE MARCH 2, 2018 PROJECT SITE 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 DATE Sheet Number Sheet Title C000 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 TRANSITION C403 STORMWATER MANAGEMENT POST -DEVELOPMENT C404 STORMWATER CALCULATIONS C405 BMP DRAINAGE AREA MAP C406 BMP NOTES AND SPECIFICATIONS C407 STORMWATER VRRM SPREADSHEET C408 STREAM BUFFER MITIGATION PLAN 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: 31 SHEETS FTH opI �. �OD N U 11c. No. 048 60 1Qo �SSIONAL ��� M E O O M U rN N � Q O > E w v E uw U Q LL o oLL L^ w0 ror, Qa J U co w N pp N U' lL N� � O LLx = U > Ln Q . c Ln o B N N d M � co J � F CL O z 0 00,13 ►13 z O a_ U w z O w W 0 U cz w a O w W cz DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w oC O U 04 J Oow z ^ v U w \ J 0 D<U Ow m J <1 W JOB NO. 40490 SHEET NO. C000 L_ 0 w 0 z ABBREVIATIONS A L A AREA/ARC LAT LATERAL AASHTO AMERICAN ASSOCIATION OF STATE LL LOWER LEVEL HIGHWAY AND TRANSPORTATION LCG LIMITS OF CLEARING AND GRADING OFFICIALS AC ACRE `/� M ACI AMERICAN CONCRETE INSTITUTE ADA AMERICANS WITH DISABILITIES MECH MECHANICAL ASSOCIATION IVIED MECHANICAL/ELEC/PLUMBING ANSI AMERICAN NATIONAL STANDARDS MH MANHOLE INSTITUTE MI MILE ARCH ARCHITECT / ARCHITECTURAL MIN MINIMUM ASTM AMERICAN SOCIETY FOR TESTING AND MAX MAXIMUM MATERIALS N B 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 BSMT BASEMENT O BW BOTTOM OF WALL OC ON CENTER C OD OUTSIDE DIAMETER OH OVERHEAD C HYDROLOGIC COEFFICIENT CATV CABLE TELEVISION P CB CATCH BASIN 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 Q D Q AMOUNT OF RUNOFF (CFS) DA DRAINAGE AREA DB DEED BOOK R DEQ DEPARTMENT OF ENVIRONMENTAL R RADIUS QUALITY RCP REINFORCED CONCRETE PIPE DI DROP INLET RD ROAD DIM DIMENSION RESTR. RESTRAINED (VALVE) DIP DUCTILE IRON PIPE REV REVISION DN DOWN RR RAILRAOD DR DRIVE RTE, RT ROUTE DWG DRAWING RAN RIGHT OF WAY A DELTA E S e RATE OF SUPERELEVATION FT/FT SAN SANITARY EA EACH SBL SOUTHBOUND LANE EBL EAST BOUND LANE SD SIGHT DISTANCE ELEC ELECTRICAL SEW SEWER EP EDGE OF PAVEMENT SF SQUARE FEET ESC EROSION AND SEDIMENT CONTROL SHT SHEET ES END SECTION SP SITE PLAN ESMT EASEMENT SPEC SPECIFICAIOTN EW END WALL STA STATION EX EXISTING STD STANDARD STRM STORM F SNV SIDEWALK FAR FLOOR AREA RATIO Sx CROSS SLOPE FC, FOC FACE OF CURB FDC FIRE DEPARTMENT T CONNECTION (SIAMESE) T TANGENT FF FIRST FLOOR / FINISHED FLOOR TB TEST BORE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED FG FINAL GRADE TC TOP OF CURB FH, FHA FIRE HYDRANT, APPARATUS TEL TELEPHONE FOC FACE OF CURB TP TEST PIT FOY FOYER TW TOP OF WALL FP FLOODPLAIN TYP. TYPICAL FPS FEET PER SECOND FT FEET U G UD UNDER DRAIN 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 �/�� 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 LEGEND EXISTING POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE ---------- STORM SEWER 0 STORM DRAIN MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN - - -SAN- - SANITARY SEWER Os SANITARY SEWER MANHOLE ---w-- WATER LINE © WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL GAS LINE GAS METER a GAS VENT GAS MARKER uG% UNDERGROUND TELECOM O TELEPHONE/COMMUNICATIONS MANHOLE ❑T TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT - - -UGP- - UNDERGROUND POWER EO ELECTRIC MANHOLE Fil ELECTRIC PULLBOX OO ELECTRIC METER �f UTILITY POLE d' 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 vv WATER G GAS uGT UNDERGROUND TELECOM uGP UNDERGROUND POWER ❑® ` CATCH BASIN ODAW 1B 15" RCP do, STORM DRAIN ON - DRAINAGE FLOW PATH O ��►�SS� SANITARY SEWER FIRE HYDRANT @O SANITARY CLEAN OUT { FDC WATER METER ® WATER VALVE GAS VALVE O BOLLARD TEST PIT STREET SIGN 10+00 11+00 STATIONED ALIGNMENT NO DISTURBANCE LIMITS OF DISTURBANCE WORK AREA X X FENCE MAJOR CONTOUR XXX MINOR CONTOUR XXX +12 0O SPOT ELEVATION L SITE LIGHT COUNTY STEEP SLOPES OVERLAY MANAGED SLOPE PRESERVED SLOPE V V 0 STREAM BUFFER (WATER PROTECTION ORDINANCE) 000000000000 • 100'DISTANCE 000000000000000000000000. 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 2O11 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 WI ALUMINUM CAP 5.3. STAMPED "ASC-503" 5.4. EL.=579.22' (NAVD 88) 5.5. BENCH MARK ASC-504 5.6. REBAR WI 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 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 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. OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 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 CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF ABOVE LISTED AGENCIES. THE CONTRACTOR SHALL NOTIFY VDOT. 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. CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY 2. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE CLEARING, GRADING OR OTHER CONSTRUCTION. BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, 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, 1. THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THE CHAPTER 5 - FIRE PROTECTION. 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 AI I PI IRI Ir, Ar\in PPIWATF QIf1F\/\/AI VCZ\ CRITICAL AREAS THE PROJECT LIMITS ARE SUBJECT TO CRITICAL AREAS 1. STREAM BUFFERS EXIST AS DEPICTED ON THE SHEETS, AND NEW STREAM BUFFERS ARE ESTABLISHED BASED ON FIELD DETERMINATION OF PERENNIAL STREAMS. 2. PROPOSED DEVELOPMENT WITHIN EXISTING AND NEWLY ESTABLISHED STREAM BUFFERS ARE LIMITED TO REDEVELOPMENT OF GOLF COURSE. NEW DEVELOPMENT OF GOLF COURSE IS PROPOSED WITHIN THE LANDWARD FIRST 50 FEET OF NEWLY ESTABLISHED STREAM BUFFERS. 3. STREAM BUFFER MITIGATION IS PROPOSED WITHIN THE SITE, AND WILL BE USED FOR STORMWATER QUALITY CREDIT (FOREST CONDITIONS). 4. MITIGATION WORK INCLUDES REMOVAL OF INVASIVE AND NON-NATIVE SPECIES. THE WORK WITHIN MITIGATION AREAS I LIMITED TO MITIGATION WORK, AND SHALL NOT BE USED FOR STAGING, STORAGE, STOCKPILE, OR OTHER CONSTRUCTION ACTIVITIES. 5. WETLANDS EXIST ONSITE. WETLAND IMPACTS MUST BE PERMITTED. 6. THE LARGE PONDS LOCATED ONSITE ARE UNDER DCR DAM SAFETY REGULATIONS (#00344 AND #00346). MODIFICATIONS TO THE POND INFRASTRUCTURE REQUIRES A SEPARATE PERMIT. Z I. UUN I KULLCU r-ILL,: 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. FOD TH op � U ~' Lic. No. 048 60 o��SSIONAL ���� M E 0 M a [N N � > E w v Lu U Q LL o 0 LL L w O m W M Qa J U co w J - Ln N C. N U' lL N� x QO Q w �N = U � a� �Ln O N u')� N M 0- co J � F m O a_ U w 0 z O w w OU w a OO w Lu Q � o � 0 DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE uj 0 V J Lu V w 0 J U°�6/� ILL Q >1 Vl Lu J z 0�0 uz w Q< -i Vl Oco wz Q O 0 I --I 3: Q C) I --I LL w HMS W Q JOB NO. 40490 SHEET NO. C101 Z)0 -0[If o o CL 0o 2 2i 0 0� T �o c � MN d 0 U Of 03 Z N 0� 2 Q x � 0 0 ow w0� o 0_ w o� 0_ cm >0 �m LN U Q)o 4% U w2 �N m_ �0 00 0 E L)_ U M 0 7 0 m� U o � h o m U �2 0 V 0 m U a 0 E L_ 4#' e � Sa n 9 t I / 0 ag // �a a ♦ a . G, Q a`♦4r„ " / PROPERTY LINE �;• as a ♦ . 0 . as ♦ �'4?"'„ • `� * n x n O ` �� a LIMITS OF WORK /�` A ♦ �-� w/ ` ` °° 4f , a V °`„ "�t a _ `♦ PROPERTY LINE (R/W) so 9 /Agson \ ♦ s .� n r/ / ♦♦ s ♦ ♦ ♦ \ / b 1 ° ° ,� I i i \ \ \ J �\ /� ,�/C: i ti .l� �; g i �° �� \ \ \�i,• 0 •�� `♦ ( h® n ® � , ) \ / / /� ® � y / / / °° ' it 1,�°p #�" �i 1 \ I \ �\�\ �` �� 9lo\ � / / � g `° — — ` �.. 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Does _ 4p' _�•, � — ems'' ,., , ° \ •— /ae a as salsas a I `�` —°� ° � �— �."° ''/ 1 e as a•' i - -_ e o e o e e ° e - i e �. •r• �� a °'���° -- o e • ,e- �-. 31 e •bfs/J, oe .,, e. oy� ,,,.d. i•,° e%,i.•�� ����°y-•� ' -' - '1\ ' a e e e y/�i °� ° / �.i�j1 r �i �i/o �a� ► � ye- - - s- e ° P•��°' o ao e o e .................. ° Doe .......e.•••° e° e O o o o o e°° 0 e o°o EXISTING CONDITIONS NOTES: 1. THIS SHEET IS PROVIDED TO DEPICT EXISTING CONDITIONS. 2. THE LIMITS OF SURVEY WORK FOR THIS PROJECT INCLUDE ALL EXISTING INFORMATION SHOWN ON THIS SHEET. SURVEY INFORMATION DEPICTED BEYOND THE LIMITS SHOWN (AS SHOWN ON SHEETS C401-C403) IS DERIVED FROM COUNTY GIS DATA. 3. THE SITE CURRENTLY EXISTS AS AN ACTIVE GOLF COURSE, WITH SUPPORT FACILITIES. THE PROPOSED USE IS THE REDEVELOPMENT OF THE GOLF COURSE. 4. NO DEMOLITION CAN BEGIN UNTIL E&S CONTROLS HAVE BEEN INSTALLED. Nr.. SCALE 1 "=300' 0 300' 600' TH O.F JOD N U ~' 11c. No. 048 60 �SSIONAL ��� M E O O M U !N N � Q O > E E Luv W Q LL 0 LL L I\ Lu ro r Y l!J !v, Qa J U c0 Z wj—Lr; o O N WC,I d z� m rY �x �Or� Q w Q J oa �W o ,„ x 1 N z v Q O t= L o °' rl M LL Z W I Lu C) cz � 0 O W _ ti C7 D w O cz 00 0 � Lu L W QLu Q z � O DATE vl 0 03102118 DRAWN BY 1. WILSON } • DESIGNED BY • C. PENNETTI • CHECKED BY • C. PENNETTI • • SCALE • w Ln D U) O z UH� LL �--� J z O�z 00 �wUJ w pmz J OQ H� u�u Fee- 1� 0 W I —I W JOB NO. 40490 SHEET NO. C201 3 C � t1 L Z)O -0 z (pO 2 2i 0 C T � � O � O C N M N 1 O U O= Z h O� 2Q X o� �0 Q� O '3 Q� - M L) X O N O 4) U �2 2N m_ �0 �o E� =_ U O 7� U � O h O m U 2 V O m U a O Q L_ C O S� 7 L 0 d L0 V N C 0 6 ♦ •mod ♦t ♦ ••• a VIA. t I / a r• ♦ a !♦t• • a9a94g ••♦ j �s ♦ � a U 4 �ro �, ww va ♦ ♦ � ,� a t • D /� p t _ t i , ♦ ♦�� s ;QtY`r,' t // \ PROPERTY LINE — or ' �„ a a • x a O \) ♦ ; t�; LIMITS OF WORK ��° .-� � � —\ � � a ®� � � �, s 1 ` , v♦ �; �;•�.' i� //�� � � '� k _ o ♦ (fll '�. � I '>G"' �" .I° � PROPERTY LINE (RNA AI oil * a a / / es \ \ — 'q \,6\ • '�` ,' • a O \ / 9 ° .. § o e - •'e ° ° °� xes \ \ \ -='""r 'ys �• _ / ✓ �f I I / / � A • , /'-- � p �� —�� $ � * � �� Q � � \\�•{"� 2 Q �� o�' � •� • ♦ � �-_ l / \� — �� � mow\ i '�`, '_ �. ` \ l `„ �..1 g �/' /w w' , `� l '� ♦ �� /{y)'\(\/\ ♦ � ♦a / / •,� '� ° e '�� � � • / /l -� � 1\I r� J'"� �-•�l+✓/� ^I � � �1 I' I I 1 / '�, \ 1 � �--� � � _{�\ ,i. - \ yj s ,�,;• \ ` as �a ! 1 � ,. e ! �' _ 141 9 "• © // / Ili i = Q �� '• .e, e r° e< ml J i ✓ j , o o , I b \ ero �••f'r j� "� 7 �.: j'11 e i or ft mow'' ® � ) � .m � ` � �� j � . � �I O � j � j ` „v''""" � _ _ i '�•• � �.._. _ / •ft � � I \� \ •'i•, �S i�: � r/ / � r /) ���j � � ' • � �\tF,IQ�pSFI $BBB a TM / � i'�• :: � " KILTS 41 4. ,� t" as `—/ i • ♦ �,i' i' �,i' r / / `C/ , �` �.�.A"�• ... ) \ \ .� : / °l 1 \ \ tell# OF ~Ila\ q�$� IN rA I// / a ♦' ` r i s' 1 ! — —ate` _ _ ,,� , , '� \ LIMITS OF WORK _ lool ® /� �*•�+ . ��� �1 I# ,/y,©: >� `� °*°,,A°•, oo•P , , PROPERTY LINE * Ip I ** j" / ,�•• o N�td Ay o o ,.� ° o I w I w ♦ o000000s o o e o 0 0 0 0 0 0 0 oo V0000 v mV 5•p1 ® 0N0A 0 A AA ° O \J s ♦. p o 0 0 ° 11.e e ® '6 e V % , \� ° °S• ° ..................... o O..�e st 10 Do o - e^° ove � e o o e e •• e ° as I e ese a p• p•••.°° .. . . � ° .. �• °' ]� oo*o o. so p♦♦ a000.. ° ° °p oe m .•°,..°.. � oo e%,oese° y° °��.°• oopeoe° e/\ D e° •.,slp°�� °o °• o o e o ° e • �7ee p °° e e° .'o —� °°e e o e............ °...•= ooe ooe °° o°oeeoeo°pO ....... o0 0 000 ooe°pO e 0 o° OVERALL PLAN NOTES: 1. THIS SHEET IS PROVIDED TO DEPICT AN OVERALL PLAN SHEET FOR THE PROPOSED WORK. 2. REFER TO SITE PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHEETS FOR ADDITIONAL INFORMATION. ME SCALE 1 "=300' 0 300' 660' F0D TH opL N � U ~' Lic. No. 048 60 0 3- 11 �SSIONAL �1 OM E Mrlj O N !_ LII >_ Q U. 4� oLL o^ wO IB—A ll� W L Q< J U cMo Z O Vi ON N d U W � � M � z F~- X U �O� w � O =vQ- k6 O c: u, U) � W co J CD LU ui � Q O _ U) LD D W O ct� o 00 > LU o W Q Q O O2! O cn DATE 0 03102118 DRAWN BY 1. WILSON • DESIGNED BY • C. PENNETTI • CHECKED BY • C. PENNETTI • • SCALE CL • • ui V O z U J LL / li J Lu O� O ' ^ U v Q 0 2 J O W m Q O wwJ O 0 IM—I W JOB NO. 40490 SHEET NO. C300 C -Dd N � O -0 Of O c N Z a> p -2 o C M E O O C a)Mco0- U O o c Z oco �x �a) 0 0 0 Q� a� co Y co O o U O N O O U w 2 N in (6 O O O U O _O N !_ O O U @ O 7m �-0 �-o .0 -o O c o w - N-02 U mU) w_ C O N U -aO a coa) _E L llii�l=111�E1� � �f���`►�Jl�l►�r��. � �� � �. �.� — r Gi 6 it III 111 111 11 I I II III 111 III III Ili. 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Ts1 •CFI Q_ ---� --- --- _ -' / / ,'' '' \ --/ / , / / ' - — — — — — — — — — — — — — — — — — / / , , 1 1 ` ' ;V ' 11111111�11�11�11/II�II�II�II�II�II�II�IIIII ---- - - 1 1 - m ---�v',r\�__' _ - - c'------ _ - - / r , , / ^ --- - ----- / ,'--' / '------------------------- ----- - - - l i 1 I ; I I / 1 11 — — �' - _ _ - / , / , -- / / �, / ' - _------- -------- ---- / / / ' / IIICJi 11 \\ CTS -EI)- — — — — C.)t — �I -___-__ i—'-_ - ' ,/ / ,'_-' / / , , , /.. / ------------------- -_------______ ' X il' III ` \� ----- -------- m-------------------- ` — ' -- �y `-- ' --' - \ , �/ ,' ' ,' -' — — — — — — _"--- ---'- �110 I loll /N. to' '' - ' / '''' / /' -'' 1' I ' 1\ � � `QI 1 1 � �' ' 1 I 1 I ' `\ __ �_. / I ' ' I`\I /I 'yl m __ -_------�-''- -�-_- / / `` !I -'' '/ � / t•.:1' / '' ' ' '' SITE PLAN NOTES: 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. CONDITIONS. REFER TO E&S SHEETS C500 - C507 FOR 8• SOME AREAS OF THE PROJECT SITE WILL BE E&S CONTROLS. CONVERTED FROM GOLF COURSE TO BRUSH - WORK 8 2. MODERATE GRADING IS ANTICIPATED WITH THE WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE 6top REDEVELOPMENT OF THE GOLF COURSE. LAND DISTURBANCE. o ° • p r 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET ASSESSMENT FOR MAINTENANCE. DRAINING OF THE 4 11 C401. PONDS AND DAM REPAIR IS ANTICIPATED.6 17 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR 10. REFER TO SHEET C402 FOR SCOPE OF WORK 5 ° DRAINAGE AND IRRIGATION SYSTEMS FOR THE ASSOCIATED WITH LAND COVER CHANGES AND DIFFERENTIATION BETWEEN DEMOLISHED, REPAIRED NAD 83 16 PROPOSED GOLF COURSE. o 0 14 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART AND PROPOSED CART PATH. PATH, CART PATH BRIDGES, AND GOLF COURSE 13 10 INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE SCALE 1"=50' BUILDING. 0 50' 100, TH O.F �OD N U L ce. No. 048 �SSIONAL ��� M E O p � V N � N � >E W E Q L6 �' 3 a-+ W a _1 U o0 J — Ilj M W r'jO N Z -E 'A Cx oau- c � U j H Q Lq c 'n 01 O N >� ro d � 00 J �D H DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE ui V / � N O 0-6 U L.L > Lu z J O 0 OZ 0 DLu I Da J <z 0 W co _j J < DaLou 1 V / I..L_ I --I W JOB NO. 40490 SHEET NO. 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CONVERTED FROM GOLF COURSE TO BRUSH - WORK 8 o 2. MODERATE GRADING IS ANTICIPATED WITH THE WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE 6top REDEVELOPMENT OF THE GOLF COURSE. LAND DISTURBANCE. o ° • p r 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET ASSESSMENT FOR MAINTENANCE. DRAINING OF THE 4 C401. PONDS AND DAM REPAIR IS ANTICIPATED. o17 ° 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR 10. REFER TO SHEET C402 FOR SCOPE OF WORK 5 ° DRAINAGE AND IRRIGATION SYSTEMS FOR THE ASSOCIATED WITH LAND COVER CHANGES AND l_ PROPOSED GOLF COURSE. DIFFERENTIATION BETWEEN DEMOLISHED, REPAIRED NAD 83 0 0 ° 14 16 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART AND PROPOSED CART PATH. PATH, CART PATH BRIDGES, AND GOLF COURSE 13 10� INFRASTRUCTURE. G / 6. SUPPORT FACILITIES FOR THE GOLF COURSE ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE SCALE 1"=50' BUILDING. 0 50' 100, M E O 0 O V N N � E W � a L6 �' 3 a-+ LL O a _ U co M W 00 N �X O L.L oa = C U j a c Ln 01 OIn N >ll ro a � 00 J CD U-1 �D H DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE rui V / U) O 0-6 U � > W J O 1 O V W C) J °� Q z 0 W 0° J i Dam W V) I..L_ I --I W JOB NO. 40490 SHEET NO. 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REFER TO SHEET C402 FOR SCOPE OF WORK _ 5 ° DRAINAGE AND IRRIGATION SYSTEMS FOR THE ASSOCIATED WITH LAND COVER CHANGES AND PROPOSED GOLF COURSE. DIFFERENTIATION BETWEEN DEMOLISHED, REPAIRED NAD 83 ° ° 14 5 REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART AND PROPOSED CART PATH. PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE BUILDING. SCALE 1 "=50' 0 50' 100, TH O.F I t� 10E N U Lic. No. 048 60 �SSIONAL ��� M E O 0 � V N In N O E W Q F 3 a_+ U. O uj a U 00 M W p N 7 X O C rj U j Q c L^ 01 O N >U ro a� 00 J CD H DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE (uj V / T V , D 0-6 O oo U %% L M J z Lu J 000 V W T i 0 J Q w DcuQ J z 0 a ^J 3 I..L C I --I W JOB NO. 40490 SHEET NO. 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THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. REFER TO E&S SHEETS C500 - C507 FOR E&S CONTROLS. 2. MODERATE GRADING IS ANTICIPATED WITH THE REDEVELOPMENT 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 ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE BUILDING. 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 BRUSH - 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. 10. REFER TO SHEET C402 FOR SCOPE OF WORK ASSOCIATED WITH LAND COVER CHANGES AND DIFFERENTIATION BETWEEN DEMOLISHED, REPAIRED AND PROPOSED CART PATH. NAD 83 SCALE 1 "=50' 0 50' 100' /F40D� OF P�)i I f N U I� Lie. No. 048 60 ill ��o� ai8 _ d 5 - / /'� �SSIONAL �G1 m E O M OU r\1 - N c > E w v E I U Q `" - 0 LL O I\ w O to . -I rY l!J M 0- J U .0 , J — In a > o N U lL r\I '� Z H B rll_l �x Qcl� O � oa = r cn2 �Dr\I = U > - � Q In c � O N u') 4 N m d ,j- tb J CD Lu tY O = D O rY = 0 w > w_ _ U Q z O U) > IY O z O a_ U w 0 z O w W z OC cz Q_ OW ti W Co " O Q "I 0 O DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE uj U) O 0-6 U o > �--1 J } �-- W J oozo (D Wcl� T + 0 Q OmQ w J z 0 a _j 3: m W 0�_ 0L U) 1--I co JOB NO. 40490 SHEET NO. 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" / / / / / / ___ 41n�:,_ "__< I �'_' '�' -"-1 �"---' _0 - � - > 0 . . / ,'_� I-,'-, '_11_1 / / , / / , ° : ..e / --z:z;- _� _� �_"_' _' I-, " x 1 1-1 '_� '_� _' '_� I-,'-, �� I--,,-, 1-1 '_1 1-1 '__1-1 '_� I-,,--, �11-1 1___1'_1 �_' �' '__�' 1_11_� / , : /I " // 060 ......... / , / // ///' I /�' ' / // a°°° ' ' '�"I --- --� '- --, '- -, �- -'� '- -, '- -� o. . e '�' "I,-,/ / . /'1 -1 �' / '-1'--�"� �' '_� '_� / I / I I / oeo e, I �' '_� 1-1 ' I I / / ,' /',' / °OooO 0 I , I / / l ,' o I I / , I / 00 e / , I /, / ,�, °00 e I , I / , / , rrA • e o e � ; � ' I , rn °Ooe e � 'O ��J� : / I I ' , , °o e.ee... eee e '//� / / ` eo0o°po e.e.eeeeee.e o �< J�� I 0 / / \ °e0 0 / , / , / ( e 0 0 e / / / °o 0 0 0 e o0e° 0 0 0a o OOe000e OOOOOoo oo oo oo oe0000 o000000°00000°°°0 SITE PLAN NOTES: 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. REFER TO E&S SHEETS C500 - C507 FOR E&S CONTROLS. 2. MODERATE GRADING IS ANTICIPATED WITH THE REDEVELOPMENT 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 ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE BUILDING. 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 BRUSH - 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. 10. 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THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. REFER TO E&S SHEETS C500 - C507 FOR E&S CONTROLS. 2. MODERATE GRADING IS ANTICIPATED WITH THE REDEVELOPMENT 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 ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE BUILDING. 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 BRUSH - WORK WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE LAND DISTURBANCE. 9. 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I ' , -' - _ _ - - ,-, / -- - - - ', 'WI / \ 1 \, I \ , \ \ ' - - - -- _ _ 11 _ -�/ / --'- - _ __' / ,I�' - / _ '\\'`\�.� --' I _ / / ,, , , \- ' - /,I // I �� / \ ` �`'- 5%=-\ �C+�/ II/ `, ♦\ ` •\`� `• __ \\ Q3 'o- - V - - - - jT -1 Iv %-------- Imo` \\ \ ' \ ` ` _ _ \ \ _ _ _ _ _ I -� I 1 , \ , _ _ - ��ii / 1 ,I' -%-✓/ - I /,' _ _ ,' / / I -i \\ - - - _ ` ',,,, - - - I I I l ' --_- --_' / / ', \ j1 Q I \ II ` ` ` �` ` - \ `. I , SITE PLAN NOTES: 7. THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. CONDITIONS. REFER TO E&S SHEETS C500 - C507 FOR 8• SOME AREAS OF THE PROJECT SITE WILL BE 8 E&S CONTROLS. CONVERTED FROM GOLF COURSE TO BRUSH - WORK 2. MODERATE GRADING IS ANTICIPATED WITH THE WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE 6 ° REDEVELOPMENT OF THE GOLF COURSE. LAND DISTURBANCE. o • 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ° MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET ASSESSMENT FOR MAINTENANCE. DRAINING OF THE 4 � C401. PONDS AND DAM REPAIR IS ANTICIPATED. 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR 10. REFER TO SHEET C402 FOR SCOPE OF WORK 5 ° DRAINAGE AND IRRIGATION SYSTEMS FOR THE ASSOCIATED WITH LAND COVER CHANGES AND PROPOSED GOLF COURSE. DIFFERENTIATION BETWEEN DEMOLISHED, REPAIRED o 0 5 REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART u AND PROPOSED CART PATH. - 4 PATH, CART PATH BRIDGES, AND GOLF COURSE INFRASTRUCTURE. 6. SUPPORT FACILITIES FOR THE GOLF COURSE ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE BUILDING. halm SCALE 1 "=50' 0 50' 100, M E O 0 Ol U (N to N 0 E w °' E — 4' Q �: t 3 aJ w o w O ^ 1100;�a _j U 00 Lu J - U) M W p N Z H -E 0 X w OQ �- \ n = N N = U � UD I— Q c L^ 01 O N In IU M a 00 J CD Lu �D H V) 7) O = (D D O = 0 w w_ = U Q z O V) lY O O a_ U V) w 0 Z O V) W f)� Z z U W ti W 00 " O Lu a " 0 ~ DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE ruj V J 0 0 0-6 U t..o 1__1 = z J O=o O W T + 0 J � Q I O w °° J z Q 0 a 3: `J ' I - W 0�_ 0. � (f) IMq W JOB NO. 40490 SHEET NO. 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THIS SHEET DEPICTS THE PROPOSED GOLF COURSE CONDITIONS. REFER TO E&S SHEETS C500 - C507 FOR E&S CONTROLS. 2. MODERATE GRADING IS ANTICIPATED WITH THE REDEVELOPMENT 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 ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE BUILDING. 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 BRUSH - 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. 10. REFER TO SHEET C402 FOR SCOPE OF WORK ASSOCIATED WITH LAND COVER CHANGES AND DIFFERENTIATION BETWEEN DEMOLISHED, REPAIRED AND PROPOSED CART PATH. l� SCALE 1 "=50' 0 50' 100, FODI TH op �N U Lie. No. 048 60 �SSIONAL ��� M E O 0 � V N N � > E w wo m^ a -1 U O J — lj M W 00 N z� -� ft" 0 =X oa �� U j a ? N LA � M a� 00 J � F- z O a U V) w 0 z O V) w � Z U W a O W 00 Lur'j a o� DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE W^ (n V � z D OO/ LL U (D LLB Jz�U OO �uU w QJ 0 ci� w OJ � Oa 3: < C) a- I..L_ W I —I U) JOB NO. 40490 SHEET NO. 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THE SCOPE OF WORK WITHIN THE PROPOSED PROJECT 1. THIS SHEET DEPICTS THE PROPOSED GOLF COURSE LIMITS INCLUDES CLEARING OF EXISTING VEGETATION. CONDITIONS. REFER TO E&S SHEETS C500 - C507 FOR 8• SOME AREAS OF THE PROJECT SITE WILL BE E&S CONTROLS. CONVERTED FROM GOLF COURSE TO BRUSH - WORK 8 2. MODERATE GRADING IS ANTICIPATED WITH THE WITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRE 6 REDEVELOPMENT OF THE GOLF COURSE. LAND DISTURBANCE. o 0 3. GRADE CHANGES ARE NOT INTENDED TO MODIFY 9. THE EXISTING ONSITE PONDS REQUIRE A CONDITION ' MAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEET ASSESSMENT FOR MAINTENANCE. DRAINING OF THE 4 PONDS AND DAM REPAIR IS ANTICIPATED. 17 C401. °° 4. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR 10. REFER TO SHEET C402 FOR SCOPE OF WORK 5 ° DRAINAGE AND IRRIGATION SYSTEMS FOR THE ASSOCIATED WITH LAND COVER CHANGES AND 16 PROPOSED GOLF COURSE. DIFFERENTIATION BETWEEN DEMOLISHED, REPAIRED o ° ° 14 5. REFER TO ARCHITECTURE PLANS FOR DETAILS ON CART AND PROPOSED CART PATH. 3 PATH, CART PATH BRIDGES, AND GOLF COURSE \,\P�� 13 10 INFRASTRUCTURE. o 6. SUPPORT FACILITIES FOR THE GOLF COURSE ARE PROPOSED WITHIN THE LIMITS OF WORK, INCLUDING PUMP STATIONS FOR IRRIGATION AND RESTROOM FACILITIES AND AN EXTENTION OF A MAINTENANCE SCALE 1"=50' BUILDING. 0 50' 100, U F TH OF N 8 60Li �. �SSIONAL ��� M !_ O o � V N N � > E w °' E _4� rL:� w O a _1 U 00 J — rl ,1j W rq N z� °'� ul �x O LL c U j �Q cLn 0 N LA >ll M a,q- 00 J O W �D H z O a U ul w 0 z O w( � Z W ti W 00 ti Lur'j a DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNEM CHECKED BY C. PENNEM SCALE ui W D O Q U LD LL Jz0 Oo= ' ^ v U W /1 Vl O�z Q ' O Lu ED QQ O J ^ I. - 3: Lu C). U) 1--I co JOB NO. 40490 SHEET NO. 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' ( I - I / / / r , , I I / \�i�, , ��r `-11 '' I /, / / '�%- I\ / /„//, I \ \ , \ \ \ ♦ v /' `♦/� , I ` ) \ ,, I, r 1 , \ I 1 I / I / I/'/ ' / a' �� i - \\ �_ .' - / //// / � I / ✓ _i' I I , 1 / / , ,,, , , /,,/,, , , ,'/ I \ \ I \ \ \ ♦ , ` \ \` _ '-` ,, I .r \ \ __ I \ \ I /'/, t. __ I i l ` ,/ /III I r , / ✓ �i I -- \ , , �� / ,%ice __ , -/ / . ! 11 //i II/,1 1 ///„//// , I ,; / /, //�,-, ,'- , \ \ \� \ \ , \ . y, , ) /'/ / \ .I ' ` \ C / , _ , ., `�\ I / , / , // , , I t `\ \ ' `%: ' / _�-, �;/, I . ► " _ - \ Y\ \ I I 1 I , . - \ \ \ \\� .\ - \ _ _ _ _ - /. , / -� - \ .I _ _ / i 's I l J. , / / - _ / i �1 _ - t _ _ , \ .i J J _ DRAINAGE AND OUTFALL NARRATIVE THE SITE HAS 8 MAJOR OUTFALL POINTS ALONG THE EASTERN PROPERTY LINE, WHICH DRAIN TO MOREY CREEK. THE DRAINAGE AREAS AND LAND COVER CONDITION ARE GENERALLY CONSISTENT BETWEEN PRE -DEVELOPMENT (GOLF COURSE) AND POST-DEVELOPMETN (GOLF COURSE). THE CUMULATIVE DRAINAGE AREA IS CONSTANT AND THE CURVE NUMBER OF THE SITE AREA HAS DECREASED FROM PRE AND POST -DEVELOPMENT CONDITIONS. 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). 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. .01�j Ill yGTIM5 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). 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: AN ONSITE POND (#3) SERVES A MAJORITY OF THE DRAINAGE AREA TO THE OUTFALL, BEFORE THE RUNOFF IS CONVEYED TO A NATURAL CHANNEL. OUTFALLS 6/7/8: 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. ■ ■ DRAINAGE DIVIDES SCALE 1 "=300' TH O.F �� I OD N U ~I Lic. NO. 04 660 i ��o�oi8_b5- /i'�' �SSIONAL �G1 m E 0 M8 r\1 - N c > E w v E � U � � Q `" � � C)LL ol\ wO ram � l!J � r') Qa J U co L J — In a> or`I (� vi N � z B M X Q O � � tY o Q 5 � 1n= cN = U � � r- Q In C tT o N � 4 Ill (M d , Ib J � H O = U D O = 0 w 7 w U Q z O > O • • • • Z r- z O a_ U U) w 0 z O U) Lu W z OO W Q_ 0 W ti W cz 00 O Q "I 0" O DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w oC O U LL J 0 0 O O 0 oC �0 > I- z O W J W J Q z W ^� a- O J W W 0 W 0^ a- z Lu (W V z w Q O H JOB NO. 40490 SHEET NO. C401 OUTFALL 2: A LARGE ONSITE POND (#2) SERVES A MAJORITY OF THE L- 0 300' 600' `-��\- , 1 \\, \ , ,\ `� `\ - - '/ \ `` \ \ -�-, - 1 ` \ \ - 'I \ ` _,. \ 1 J , / .,. 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'/ / I ,// �/, //,I,/,/,/"//,, \l.l.'.'�j,�/,//,_, ,. .''. . -/ , - , ^� I. \,�� �.',\ 1 \`\ .I`.� /t\ \ \\\\\`\`.`. `. , , . - ,``. 11,' ,'M l' \ .♦'. ,( , 1 ` --_ ,/ n^`----, ,,< .� II \ �.;,/!/.':. /,'I . / ----. `. .',- I I `�I : / -/'ram J / - - 1 ,r. , LAND COVER CONVERSION NOTES THIS SHEET DEPICTS THE LAND COVER CONVERSIONS FROM PRE -DEVELOPMENT TO POST -DEVELOPMENT CONDITIONS. IN GENERAL, THE RUNOFF CURVE NUMBERS ASSOCIATED WITH EACH DRAINAGE AREA HAVE BEEN REDUCED IN THE POST DEVELOPMENT CONDITION BY ESTABLISHING NEW AREAS OF BRUSH (NATIVE PLANTED GRASSES, NOT REGULARLY MOWED), REMOVAL OF TURF, AND REMOVAL OF IMPERVIOUS AREAS - THESE CHANGES OFFSET THE DEVELOPMENT IMPACT (PRIMARILY NEW TURF GOLF COURSE AREAS). AREAS WHERE THE LAND COVER REMAINS CONSISTENT WITHIN THE LIMITS OF WORK (REDEVELOPMENT OF EXISTING GOLF COURSE) ARE NOT CONSIDERED IN THIS ANALAYSIS, AS THERE IS NO CHANGE IN THE CURVE NUMBER. LAND COVER CONVERSION LEGEND SIMILARLY, AREAS WITHIN THE PROPERTY BUT OUTSIDE DRAINAGE DIVIDES THE LIMITS OF WORK ARE NOT INCLUDED IN THIS PROPOSED CLEARING ANALYSIS. REFER TO SHEET C404 FOR MORE INFORMATION ABOUT LANDCOVER CONVERSIONS. _ _ _ II = PROPOSED BRUSH THE PROPOSED DEVELOPMENT DOES NOT INCREASE THE PROPOSED MITIGATION AREA SITE RUNOFF CONDITIONS (VOLUME OR RATE) - THE CURVE NUMBER IN EACH DRAINAGE AREA (1-8) EVALUATED PROPOSED CART PATH AT THE SITE'S PROPERTY LINE HAS BEEN DECREASED. NO o 0 0 0 0 0 o MAINTENANCE (CART PATH) FLOOD OR CHANNEL PROTECTION OR ANALYSIS IS CONSIDERED BECAUSE OF THE EFFECTIVE DECREASE IN REMOVED CART PATH VOLUME AND RATE OF RUNOFF. SCALE 1 "=300' TH O.F p 1 OD N U ~ Lie. No. 048 60 /� ��o� ai8 _ a 5 - 1 /'� �SSIONAL YG1 m E CD M Ov r`J > E w v E ,T� I U < `" � � aL 0 LL o w o rI` ,Y l!J _, M < J U co ,uJ-Ln ,- > O N U lL rV 4 z r- -5 � - Qo � tY 0 Q � � �2 ,r, = U " � r- Q Ln C lT O fV U) 4 N m a � tb J w M O = U D O = 0 w w_ = U Q z O V) > O • • • • Z r- z O a_ U w 0 z O U) > w " O Q •-1 0 � O DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w oC O U LL J 0 0 O O 0 oC �0 z O 1-� I- Vl z </ 0. I- I- ;z W z � w O u v ci/ < L.L \� az W < m \� J z Q w a 0 JOB NO. 40490 SHEET NO. 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REFER TO SHEET C404 FOR LAND COVER COPMUTATIONS TH 0 I OD N I� U Lic. No. 048 60 ��o�ai8_05- //'�• �SSIONAL ��� f+M E O p M V N ,A N c E I1J gi E W � Q F: t 3 wLL - O I6 ,^-I a_j Urb J - In ry W p N z� -V �X O LL 0 4 �'T c U j � Q c �^ 01 O N a M a� 00 J � H U0 O = U D O = 0 W 7 w_ = U Q z O V) > O Z z O a_ U U) w 0 z O U) W � Z z U W O ti W DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w oC O U LL J 0 O O 0 oC �0 > r z Z) O W J F� z W m J Q z W ^� a- O J W W 0 I V) O a- 1 z 5W iW 1V z 5< w H Q O H L- ■ ■ DRAINAGE DIVIDES SCALE 1 "=300' 0 300' 600' JOB NO. 40490 SHEET NO. C403 LAND COVER SUMMARY TABLE 0 0 0 T a 0 LP N 0 0 0 a THIS TABLE PROVIDES A LIST OF OUTFALL AREAS (TOP LEFT OF EACH GROUP) AND THE CORRESPONDING PRE AND POST DEVELOPMENT LAND COVER CONDITIONS. ONLY THE AREAS THAT HAVE A CHANGE IN LAND COVER ARE SHOWN IN THIS ANALYSIS - ALL OTHER AREAS WITHIN THE SITE HAVE A CONSISTENT LAND COVER IN PRE AND POST DEVELOPMENT CONDITIONS. SOME AREAS, SUCH AS THE SOUTHERN END OF THE PROPERTY, ARE OUTSIDE THE LIMITS OF WORK BUT WILL HAVE A LAND COVER CONVERSION AS GOLF COURSE (TURF) IS CONVERTED TO UN -MOWED NATIVE GRASSES (BRUSH). CURVE NUMBERS FOR LAND COVERS ARE BASED ON TABLE 2.2C OF THE NRCS TR-55 MANUAL • FOREST: HEAVILY FORESTED AREA, GENERALLY AROUND THE PERIMETER OF THE SITE. •• CN=55 • BRUSH: LOW MAINTENANCE AREAS WITHIN THE GOLF COURSE SITE, WITH A MIX OF VEGETATION AND GRASSES •• CN=48 • TURF: GOLF COURSE TURF AREAS, MANAGED •• CN=61 • IMPERVIOUS: CART PATHS AND OTHER STRUCTURES WITHIN THE SITE. �y►E081 ,. Pre -Development Post -Development Forest Brush Area CN Area CN 0.0 55.0 0.0 55.0 0.0 48.0 3.2 48.0 Turf 3.2 61.0 0.0 61.0 Impervious 0.01 98.0 0.0 98.0 Total 3.21 61.0 3.2 48.0 2 Pre -Development Post -Development Area CN Area CN Forest Brush Turf Impervious Total 19.5 55.0 3.3 55.0 48.0 61.0 98.0 56.2 0.0 48.0 17.0 21.6 61.0 20.1 0.41 98.0 1.1 41.51 58.5 41.5 3 Pre -Development Post -Development Area CN Area CN Forest Brush Turf Impervious Total 17.4 55.0 2.6 55.0 0.0 48.0 9.1 48.0 61.0 98.0 58.3 12.2 61.0 17.4 1.0 98.0 1.4 30.5 58.7 30.5 4 Pre -Development Post -Development Area CN Area CN Forest 2.4 55.0 0.0 55.0 48.0 61.0 98.0 Brush 0.0 48.0 7.4 Turf 7.3 61.0 3.4 Impervious 1.4 98.0 0.2 Total 11.1 64.3 11.1 53.0 5 Forest Brush Pre -Development Area AN 0.0 0.0 55.0 48.01 Post -Development Area CN 0.0 3.1 55.0 48.0 Turf 3.7 61.0 0.3 61.0 Impervious 0.41 98.0 0.5 98.0 Total 4.01 64.2 4.0 55.7 6 Forest Pre -Development Area CN 0.0 55.0 Post -Development Area CN 0.0 55.0 Total Brush 0.0 48.0 0.6 48.0 Turf 0.6 61.0 0.0 61.0 Impervious 0.0 98.0 0.0 98.0 1 0.61 61.0 0.6 48.9 Pre -Development Post -Development 7 Area CN Area CN Forest 1.6 55.0 0.0 55.0 Brush 0.0 48.0 5.7 48.0 Turf 6.2 61.0 1.9 61.0 Impervious 0.01 98.01 0.2 98.0 Total 7.81 59.81 7.81 52.5 8 Pre -Development Post -Development Area CN Area CN Forest 0.0 55.0 0.0 55.0 48.0 61.0 98.0 Brush 0.0 48.0 0.0 Turf 0.0 61.0 0.0 Impervious 0.0 98.0 0.0 Total 0.0 98.0 0.0 61.0 REFER TO SHEET C402 FOR MAP OF LAND CONVERSIONS FD TH op N U Lic. No. 048 60 �SSIONAL ��� M E o a M U rN N � Q O >E w v E � LU aLLo� o LL L w O ro W M Qa J U co w J - Ln N , N U Uj N O �x oa =� = U Q)N U > Ln Q c Ln rn 0 N N � i M 00 J O w I.D F CL O z 0 00,13 ►13 z O a_ ry U w 0 z O w W O U cz w a 0 w W cz DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE w oC O U LL J 0 (3 Q z 0 U w J Q w co J Q V) z 0 I --I Q D U Q U w Q O FM JOB NO. 40490 SHEET NO. 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II /I / ///( 1 \ O I ( /� / / ```\ a '' J - \ \ \ . \ I \• � \� _ � / / ( ! / / / % // /�/// / / 1 \ �`_ _ � \ \ � � 1 1 I I I 1 \ � \ \ \ �' ' S / / � ' / / I / �` - •// ` \ \\ �� `��� / l _ •y 1 ! - - J I _ - / I \, `\�: �1 J / II IIII\ 11(I//\\(� _ = � \\ \ � / / I T \ \ ?'}� ) ' ( / /i �// /-. � � � �`�` ` � � r / -- s•\ \ _ _ - � l \ - / / III 11 \ � _- \ l l I \ 1 i ( / � �� \•, �` �� • / � . r � / '/IN \ 1 \ 1 \ —llZllllltilYTllFYlllllllill'i it �— lllllkll / ( \ \ / \.,� �� \ _ — lllllililil i l 6\— _ — — % ✓ — / l \ / \ �% / i �' / / \ \ \ \ \ \\ \ \ \ I / ♦`�/`���?'�'� \•/ �'''�` ``h 1 \ 1 I / \ \ lilTTll-l-ll-tilt-NllTTll1-lTll lllll ,.. / \ /i � ✓ \ ) 1 \ � � � \ I«'1 +«,.ate \/ I �� �� �+:+"'.«;++:�;+« �����.\ y-.�• ♦„o '�,���� /\-• I I ref /:: k«.� r«k �" / / % r ` - GRAVEL DIAPHRAGM PLACED AT EDGE OF LIMITS 1 \ - - ' / /IIII � � � � _ \ \ \ ` ` - _ -� J ! I � � �': ;R�"R / « \ \ \ • �`° \ \ OF WORK WHEN ADJACENT TO DEVELOPED _ I ) ( ` AREAS, SEE DETAIL THIS SHEET (TYP) . i°/ � 1 ) J 1 � III% //I// \ J I 1 I I 1 I � ;P a _ _ �\ \� = \ \ � • ° m /( I GRAVEL DIAPHRAGM DETAIL BMP NARRATIVE THE BMP SYSTEMS PROPOSED FOR THE DEVELOPMENT CONSERVED OPEN SPACE AND VEGETATED FILTER STRIPS INCLUDE CONSERVED OPEN SPACE AND VEGETATED FILTER ARE COUNTED AS 'FOREST' POST DEVELOPMENT CONDITION. BMP DRAINAGE AREA GRAVEL CONSERVED OPEN SPACE/ STRIPS. APPLICABLE DRAINAGE AREAS TO THESE BMPS ARE (SHEET FLOW) DIAPHRAGM VEGETATED FILTER STRIP DEPICTED ON THIS PLAN SHEET, BASED ON PHYSICAL A COUNTY STORMWATER MANAGEMENT EASEMENT IS CHARACTERISTICS (SLOPE AND LENGTH) DESCRIBED IN THE PROPOSED FOR THE VEGETATED FILTER STRIP AND 2' WIDTH FIRST 10' AT 2% MAX DEQ SPECIFICATIONS. CONSERVED OPEN SPACE AREAS. A GRAVEL DIAPHRAGM IS PROPOSED ALONG THE REFER TO SHEET C407 FOR VRRM SPREADSHEET AND SHEET PERIMETER OF THE CONSERVED OPEN SPACE OR CALCULATIONS AND SHEET C406 FOR NOTES AND SPECS, AS FLOW VEGETATED FILTER STRIP, UNLESS THE CONTRIBUTING WELL AS MAINTENANCE REQUIREMENTS. 0 0 0 DRAINAGE AREA IS SOLELY TURF (PER DEQ SPEC NO. 2). \� CONSERVED OPEN SPACE AREAS THAT EXCEED THE V�OSTO STD. MAXIMUM SLOPE IDENTIFIED IN THE DEQ SPEC (6%) ARE NOT 1' WIDTH IDENTIFIED WITH CONTRIBUTING DRAINAGE AREA. FILTER FABRIC 1.1 SIDE VEGETATED FILTER STRIPS ARE ONLY IDENTIFIED WHEN THE PER DEQ SPEC SLOPES SLOPE IS WITHIN THE LIMITS PRESCRIBED BY DEQ (8%, PRORATED ACROSS THE WIDTH). BMP MAP LEGEND ■ ■ GRAVEL DIAPHRAGM DRAINAGE AREA TO BMP PROPOSED BRUSH / EXISTING VEGETATION -VEGETATED FILTER STRIP PROPOSED MITIGATION AREA -CONSERVED OPEN SPACE (EASEMENT) Nr- SCALE 1 "=300' NOR 0 360' 600' TH �F �r �I OD Lic. No. 048 60 �IONAL M E 0 M o N �i N IZ: > E Lu °J E W Q LL 0 LL w O r6 cl� Lu M QJ U 00 d W J — lf) r-i d > CD owi N U` LY N �x O Q J Q C2 GC LL- _ N = U Ln Q c Ln O N M a � CO J CD Lu z O a U In W 0 z O In W � Z Lu O U W CL OW ti Lu W Lu 0 ~ DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE u i r V / O U LL J O C) OQQ O 3: 0 Q > D O W J Lu Q W ce Lu v < H� 0 a- z m I —I W JOB NO. 40490 SHEET NO. C405 0 c 0 0 cu cn cu 0 0 cn Q T C m 0 0 c m m a `o 0 3 c -o d 0 Z)O -0 [)� oCL O z 00 0 c � > m O � O c 0 M N d U O= Z N O� x x o� �0 a o� a� V7 (r3 7 N X O N 0 N U �2 �N �o V7 U O O E� :3_ U 0 m U � 0 h o M U �2 m N 0 O U a0 L BMP NOTES VA DEQ STORMWATER DESIGN SPECIFICATION NO. 2 SHEET FLOW TO FILTER OR OPEN SPACE Table 2.2. Filter Strip Design Criteria Design Issue Conserved Open Space Vegetated Filter Strip Soil and Vegetative Amended soils and dense turf Cover Undisturbed soils and native cover or landscaped with (Sections 6.1 and vegetation herbaceous cover, shrubs, and 6.2) trees 1 % to 4% Slope — Minimum 35 0.5% to 3% Slope — Minimum 35 ft ft. width Overall Slope and width 4% to 6% Slope — Minimum 50 ft. Width (perpendicular 3% to 6% Slope — Minimum 50 ft width to the flow) width 6% to 8% Slope — Minimum 65 ft. (Section 5) The first 10 ft. of filter must be 2% or width less in all cases 2 The first 10 ft. of filter must be 2% or less in all cases Sheet Flow Maximum flow length of 150 ft. from adjacent pervious areas; Section 5 Maximum flow length of 75 ft. from adjacent impervious areas Length of ELS Lip = 13 lin. ft. per each 1 cfs of inflow if area has 90% Concentrated Flow Cover 3 Length of ELS 6 Lip = 13 lin.ft. per (Section 6.3) Length = 40 lin. ft. per 1 cfs for each 1 cfs of inflow (13 lin.ft. min; 4 forested or re -forested Areas 130 Ini.ft. max.) (ELS 6 length = 13 lin.ft. min; 130 lin.ft. max. Construction Stage Located outside the limits of Prevent soil compaction by heavy (Section 8) disturbance and protected by ESC equipment controls Treat small areas of IC (e.g., Typical Applications Adjacent to stream or wetland buffer 5,000 sf) and/or turf -intensive land (Section 5) or forest conservation area uses (sports fields, golf courses) close to source Compost Amendments No Yes (B, C, and D soils) 5 Section 6.1 Boundary Spreader 6 GD at top of filter GD at top of filter 6 (Section 6.3) PB at toe of filter A minimum of 1 % is recommended to ensure positive drainage. 2 For Conservation Areas with a varying slope, a pro -rated length may be computed only if the first 10 ft. is 2% or less. 3 Vegetative Cover is described in Section 6.2. 4 Where the Conserved Open Space is a mixture of native grasses, herbaceous cover and forest (or re -forested area), the length of the ELS 6 Lip can be established by computing a weighted average of the lengths required for each vegetation type. Refer to Section 6.3 for design criteria 5 The plan approving authority may waive the requirement for compost amended soils for filter strips on B soils under certain conditions (see Section 6.1). 6 ELS = Engineered Level Spreader; GD = Gravel Diaphragm; PB = Permeable Berm. Version 1.9, March 1, 2011 6.4. Filter Design Material Specifications Page 3 of 20 Table 2.3 describes materials specifications for the primary treatment within filter strips. Table 2.3. Vegetated Filter Strip Materials Specifications Material Specification Quantity Pea Gravel (#8 or ASTM equivalent) or Diaphragm should be 2 feet wide, 1 Gravel where steep (6% +) use clean bank -run foot deep, and at least 3 inches Diaphragm VDOT #57 or ASTM equivalent (1-inch below the edge of pavement. maximum). Permeable 40% excavated soil, 40% sand, and 20% pea gravel to serve as the media for the Berm berm. Needled, non -woven, polypropylene geotextile meeting the following specifications: Grab Tensile Strength (ASTM D4632): > 120 lbs. Geotextile Mullen Burst Strength (ASTM D3786): > 225 lbs./sq. in. Flow Rate (ASTM D4491): > 125 gpm/sq. ft. Apparent Opening Size (ASTM D4751): US #70 or #80 sieve Engineered Level Spreader lip should be concrete, metal, timber, or other rigid material; Level Reinforced channel on upstream of lip: VDOT EC-2 (or EC-3 if velocities require Spreader permanent reinforcing). See Hathaway and Hunt 2006 or Henrico County Program Manual. Erosion Control Where flow velocities dictate, use woven biodegradable erosion control fabric or Fabric or mats that are durable enough to last at least 2 growing seasons. (e.g., VDOT Matting Erosion Control matting EC-2). If existing topsoil is inadequate to support dense turf growth, imported top soil (loamy sand or sandy loam texture), with less than 5% clay content, corrected pH Topsoil at 6 to 7, a soluble salt content not exceeding 500 ppm, and an organic matter content of at least 2% shall be used. Topsoil shall be uniformly distributed and lightly compacted to a minimum depth of 6 to 8 inches Compost shall be derived from plant material and provided by a member of the Compost U.S. Composting Seal of Testing Assurance (STA) program, as outlined in Stormwater Design Specification No. 4. Version 1.9, March 1, 2011 Page 15 of 20 SECTION 8: CONSTRUCTION 8.1. Construction Sequence for Conserved Open Space Areas The Conserved Open Space must be fully protected during the construction stage of development and kept outside the limits of disturbance on the Erosion and Sediment (E&S) Control Plan. • No clearing, grading or heavy equipment access is allowed except temporary disturbances associated with incidental utility construction, restoration operations or management of nuisance vegetation. • The perimeter of the Conserved Open Space shall be protected by super silt fence, chain link fence, orange safety fence, or other measures to prevent sediment discharge. • The limits of disturbance should be clearly shown on all construction drawings and identified and protected in the field by acceptable signage, silt fence, snow fence or other protective barrier. Version 1.9, March 1, 2011 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 2 Page 16 of 20 SHEET FLOW TO FILTER OR OPEN SPACE SECTION 9. MAINTENANCE 9.1. Maintenance Agreements Section 4 VAC 50-60-124 of the regulations specifies the circumstances under which a maintenance agreement must be executed between the owner and the local program. This section sets forth inspection requirements, compliance procedures if maintenance is neglected, notification of the local program upon transfer of ownership, and right -of -entry for local program personnel. All Vegetated Filter Strips must be covered by a drainage easement to allow inspection and maintenance. If the filter area is a natural Conserved Open Space, it must be protected by a perpetual easement or deed restriction that assigns the responsible party to ensure that no future development, disturbance or clearing may occur within the area, except as stipulated in the vegetation maintenance plan. If the Vegetated Filter Strip is located on a residential private lot, the existence and purpose of the Filter Strip shall be noted on the deed of record. Homeowners will need to be provided a simple document that explains the purpose of the Filter Strip and routine maintenance needs. A deed restriction or other mechanism enforceable by the qualifying local program must be in place to help ensure that Filter Strips are maintained and Conserved Open Space Areas are not converted or disturbed. The mechanism should, if possible, grant authority for local agencies to access the property for inspection or corrective action. 9.2. Maintenance Inspections Annual inspections are used to trigger maintenance operations such as sediment removal, spot re - vegetation and level spreader repair. Ideally, inspections should be conducted in the non -growing season when it easier to see the flow path. Example maintenance inspection checklists for Sheet Flow to a Filter Strip or Conserved Open Space areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook or at the Center for Watershed Protection's website at: htti)://www.cwi).org/Resource Library/Controlling Runoff and Discharges/sm.htm (scroll to Tool6: Plan Review, BMP Construction, and Maintenance Checklists) Inspectors should check to ensure that: • Flows through the Filter Strip do not short-circuit the overflow control section; • Debris and sediment does not build up at the top of the Filter Strip; • Foot or vehicular traffic does not compromise the gravel diaphragm; • Scour and erosion do not occur within the Filter Strip; • Sediments are cleaned out of Level Spreader forebays and flow splitters; and Vegetative density exceeds a 90% cover in the boundary zone or grass filter. Version 1.9, March 1, 2011 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 2 9.3. Ongoing Maintenance Page 18 of 20 SHEET FLOW TO FILTER OR OPEN SPACE Once established, Vegetated Filter Strips have minimal maintenance needs outside of the spring clean up, regular mowing, repair of check dams and other measures to maintain the hydraulic efficiency of the strip and a dense, healthy grass cover. Vegetated Filter Strips that consist of grass/turf cover should be mowed at least twice a year to prevent woody growth. THE INFORMATION ON THIS SHEET IS DERIVED FROM THE VIRGINIA DEQ SPECIFICATION (NO. 2) FOR CONSERVED OPEN SPACE AND VEGETATED FILTER STRIPS. CONTRACTOR SHOULD BE FAMILIAR WITH ALL INFORMATION ASSOCIATED WITH THE SPECIFICATION. CONSERVED OPEN SPACE 1. PERIMETER OF CONSERVED OPEN SPACE SHOULD BE PROTECTED BY ACCEPTABLE SIGNAGE, SUPER SILT FENCE, SNOW FENCE, CHAIN LINK FENCE, ORANGE SAFETY FENCE OR OTHER COMPARABLE METHODS 2. NOTE THAT NO CLEARING, GRADING OR HEAVY EQUIPMENT ACCESS IS ALLOWED EXCEPT FOR TEMPORARY DISTURBANCES ASSOCIATED WITH INCIDENTAL UTILITY CONSTRUCTION, RESTORATION OPERATIONS OR MANAGEMENT OF NUISANCE VEGETATION 3. NOTE THAT (1) CONSTRUCTION OF THE GRAVEL DIAPHRAGM SHALL NOT COMMENCE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND PERIMETER E&S CONTROLS HAVE BEEN REMOVED AND CLEANED OUT; AND (2) STORMWATER SHOULD NO - BE DIVERTED INTO THE FILTER AREA UNTIL THE GRAVEL DIAPHRAGM AND/OR LEVEL SPREADER ARE INSTALLED AND STABILIZED. 4. NOTE THAT ANY LIGHT GRADING NECESSARY AT THE FILTER AREA BOUNDARY MUST BE DONE WITH TRACKED VEHICLES TO PREVENT COMPACTION VEGETATED FILTER STRIPS 1. NOTE THAT ONLY VEHICULAR TRAFFIC NECESSARY FOF THE FILTER STRIP CONSTRUCTION SHOULD BE ALLOWED WITHIN 10 FEET OF THE FILTER STRIP BOUNDARY 2. NOTE THAT IF EXISTING TOPSOIL IS STRIPPED DURING GRADING, IT SHALL BE STOCKPILED AND STABILIZED FOR LATER USE 3. NOTE THAT CONSTRUCTION RUNOFF SHALL BE DIRECTED AWAY FROM THE PROPOSED FILTER STRIP AREA, USING PERIMETER SILT FENCE OR, PREFERABLY A DIVERSION DIKE. 4. NOTE THAT CONSTRUCTION OF THE GRAVEL DIAPHRAGM SHALL NOT COMMENCE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND PERIMETER E&S CONTROLS HAVE BEEN REMOVED AND CLEANED OUT; AND (2) STORMWATER SHOULD NO - BE DIVERTED INTO THE FILTER AREA UNTIL THE GRAVEL DIAPHRAGM AND/OR LEVEL SPREADER ARE INSTALLED AND STABILIZED AND UNTIL THE TURF COVER IS DENSE AND WELL -ESTABLISHED. 5. NOTE THAT AMENDED SOILS SHOULD BE HAND -RAKED TO THE MOST LEVEL SLOPE WITHOUT USING HEAVY EQUIPMENT, BUT THAT ANY LIGHT GRADING NECESSARY TO ACHIEVE DESIRED ELEVATIONS AND SLOPES MUST BE DONE WITH TRACKED VEHICLES TO PREVENT COMPACTION. 6. NOTE THAT COMPOST AMENDMENTS AND/OR TOPSOIL SHALL BE INCORPORATED EVENLY ACROSS THE FILTER STRIP AREA, STABILIZED WITH SEED, AND, IF SLOPES EXCEED 3%, PROTECTED BY BIODEGRADABLE E&S CONTROL MATTING OR BLANKETS (EC-2). TH O G1 ZONAL 0M E M o N N 9__ ¢ o > E w E LU Q �- o L LL L w O 0� l!J L M ¢a J U co w J — �n U U J N X O C 12W LL C) U-) _ N = U >ko ¢� C � O N L� Q M a� GO J CD LU U) O (D D O 0 w w U z O U) O Z 0 P O a U Ln w Z O w w O U w a W L o o DATE 03102118 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE LU (n Un z 1..1� O I --I O Q U U I-, LL LL' Q U J LU O =) O w v) J Q p�z OwQ m J O Q /r )^V w O � z HMS W �CC G L JOB NO SHEET NO. C406 Virginia Runoff Reduction Method Worksheet Virginia Runoff Reduction Method Worksheet TH OFN N c c N 0- _0 O U a CV O V 0 C 0 a O 0- 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: 161.00 Site Land Cover Summary Pre-ReDevelopment Land Cover (acres) A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 42.00 0.00 0.00 42.00 26 Managed Turf (acres) 0.00 117.40 0.00 0.00 117.40 73 Impervious Cover (acres) 0.00 1.60 0.00 0.00 1.60 1 161.00 100 Post-ReDevelopment Land Cover (acres) A soils B Soils C Soils D Soils Totals % of Total Forest/Open (acres) 0.00 16.60 0.00 0.00 16.60 10 Managed Turf (acres) 0.00 141.20 0.00 0.00 141.20 88 Impervious Cover (acres) 0.00 3.20 0.00 0.00 3.20 2 * Forest/Open Space areas must be protected in accordance with the Virginia Runoff Reduction Method 161.00 100 Site Tv and Land Cover Nutrient Loads Final Post -Development Post Post- Adjusted Pre- (Post-ReDevelopment ReDevelopment Development ReDevelopment & New Im Impervious) p ) (New Impervious) Site Rv 0.20 0.19 0.95 0.16 Treatment Volume (ft3) 115,354 109,837 5,518 95,150 TP Load (lb/yr) 72.48 69.01 3.47 159.78 Baseline TP Load (lb/yr): 65.354* *Reduction below new development load limitation notrequired Total TP Load Reduction Required (lb/yr) 6.47 3.66 2.81 Final Post -Development Load (Post-ReDevelopment & New Impervious) Pre- ReDevelopment TN Load (lb/yr) 518.49 428.46 Summary Print Virginia Runoff Reduction Method Worksheet * Pre- ReDevelopment Final Post -Development Post-ReDevelopment TP TP Load per acre TP Load per acre Load per acre (lb/acre/yr) (Ib/acre/yr) (Ib/acre/yr) 0.38 0.45 0.43 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Drainage Area 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) 24.40 0.00 0.00 0.00 0.00 24.40 Impervious Cover (acres) 0.30 0.00 0.00 0.00 0.00 0.30 Total Area (acres) 24.70 0.00 0.00 0.00 0.00 24.70 Drainage Area Compliance Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced (lb/yr) 7.16 0.00 0.00 0.00 0.00 7.16 TN Load Reduced (lb/yr) 51.21 0.00 0.00 0.00 0.00 51.21 Summary Print ------------------------------------------------------------------------------------------------------------------------------------------------------------ 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 65.35 Ib/yr (0.41 Ib/oc/yr) Pre-ReDevelopment Load [Required reduction for Post-ReDev. = Post-RPDev TP load - baseline load of 65.354lb/yr], baseline load = site area x 0.41 Ib/ac/yr Total Runoff Volume Reduction (ft) 11,407 Total TP Load Reduction Achieved (lb/yr) 7.16 Total TN Load Reduction Achieved (lb/yr) 51.21 Remaining Post Development TP Load 65.32 (lb/yr) Remaining TP Load Reduction (lb/yr) 0.00 Required `Keductlon below new development load limitation not required ----------------------------------------------- Drainage Area A Summary Land Cover Summary k* TARGET TP REDUCTION EXCEEDED BY 0.69 LB/YEAR ** Virginia Runoff Reduction Method Worksheet A Soils B Soils C Soils D Soils Total % of Total Forest/Open (acres) 0.00 0.00 0.00 0.00 0.00 0 Managed Turf (acres) 0.00 24.40 0.00 0.00 24.40 99 Impervious Cover (acres) 0.00 0.30 0.00 QAmary Pi nt 0.30 1 24.70 BMP Selections Managed Turf Impervious BMP Treatment TP Load from Untreated TP Load TP Removed TP Remaining Downstream Treatment Practice Credit Area Cover Credit 3 Volume (ft) Upstream to Practice (Ibs) (Ib/yr) (Ib/yr) to be Employed (acres) Area (acres) practices (Ibs) 9.a. Sheetflaw to Conservation Area, A/B Soils (Spec #2) 15.42 0.59 13,229.54 0.00 8.30 6.23 2.08 9.c. Sheetflow, to Vegetated Filter Strip, A Soils or Compost Amended B/C/D Soils 12 0.29 9,712.07 0.00 6.10 3.05 3.05 (Spec #2 & #4) Total Impervious Cover Treated (acres) 0.30 Total Turf Area Treated (acres) 24.40 Total TP Load Reduction Achieved in D.A. (lb/yr) 7.16 Total TN Load Reduction Achieved in D.A. (lb/yr) 51.21 Summary Print Virginia Runoff Reduction Method Worksheet ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Runoff Volume and CN Calculations 1-yearstorm 2-yearstorm 10-yearstorm Target 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) 11,407 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 (ws-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 --d 0 Jk No. 048560 oi8,a�- ll Z lSIONAL � M O 0 N V rV � C Q O > E W N !_ ~ LU U Q LL O ^ LL IJ L W ro ,1 C� LU = r) a J U co W J - LP) H Cl- > C:) f V (D LU rV V) X LL (n _ N =U � LLn Q . C Lr) O O-, a N N s M CL � CO J O W tD � O 2 U O Of 2 H 0 W > W_ U Q Z O Ln O Ln z 0 Z O a_ ci U (n W Z O (n i--i W Ci Z W C) U W CIL W W ti Q) W N Q ~ 0 � i.7_11ra 03102118 I01.L\YA010 I 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE LU w U) LU 0 Q U LU Q LL > r�n J V/ 070 0U LLJ _J J Q LU O m J O 0 O W Vl Summary Print JOB NO SHEET NO. C407 % 0 ( ?;'Cl � L1(!. a r tea. IT�. , ���. �' �, - ■ • - ■ ■ man L i LAW •'��/') �• � _ �: ; � � ' ,� it '. ► � ,i� � ,�����?�. I^, ' ��� � I ,r 'A"Moko �- ,.. � �� ice-- � ���►,._/.,�.., � 1r .� G 1 � � ��� �� � ,� \\ / :,;�® ° i`�l ,�!r►; dA ��...,_� _ ;..ice «- • \Cil �L* 81, MEN kwiw OWN gg 1 MNT4, , r mb WE - • • MW 1 •A) TREES 1 1 lose jap-11 THROUGHOUT THE SITE IS PROPOSED UNDER THIS SCOPE OF WORK. B) SMALL TREES AND SHRUBS C) FERN, GRASS, HERBACEOUS SERRULATA ADIANTUM PEDATUM i 2. THE WORK WITHIN MITIGATION AREAS IS LIMITED TO REMOVAL OF NON-NATIVE OR INVASIVE SPECIES AND OTHER VEGETATIVE MAINTENANCE. NEW PLANTINGS SHALL BE IN COMPLIANCE WITH THE PIEDMONT VIRGINIA NATIVE PLAN DATABASE. DEVELOPMENT TYPE AREA LEGEND BETULA NIGRA CRATAEGUS FLAVA LUDWIGIA ALTERNIFOLIA BUFFER MITIGATION 10.1 AC CARYA OVATA LLEX DECIDUA PANCUM VIRGATUM A LARGE TREE 30' O.C. MAX 48 STEMS/AC EX. GOLF TO BE REDEVELOPED 4.2 AC LLLLLL FAGUS GRANDIFOLIA LLEX GLABRA RUDBECKIA TRILOBA B SMALL TREE 15' O.C. MAX 193 STEMS/AC NEW GOLF AREA 0.8 AC LLEX OPACA LINDERA BENZION C SHRUBS 10' O.C. MAX 435 STEMS/AC JUGLANS NIGRA RUBUS ODORATUS GRASS 20 LBS / AC INFORMATION LISTED ABOVE IS FOR DEVELOPMENT LIQUIDAMBAR STYACIFLUA WITHIN 100 FEET (BUFFER) OF PERENNIAL STREAM (AND MAGNOLIA ACUMINATA CONTIGUOUS NON -TIDAL WETLAND), OR MITIGATION MAGNOLIA TRIP WITHIN 100 FEET OF NATURAL CHANNEL. on V SCALE 1 "=300' 0 300' 600' TH O.F OD N U ~' fie No. 048 60 �SSIONAL�� M E O [N N O > E w v E Lu Q LL o o LL L � w O ra W M .0 z w — In O z a Q°`n w Q� o L„x �N z v Q O Ln V) O w I Lu 0 cz � O O W C7 D W O cz o w p w z � O yl DATE 03102118 O } DRAWN BY 1. WILSON • DESIGNED BY • C. PENNETTI • CHECKED BY • C. PENNETTI • • SCALE • • w z V / L.L � � z O O U > Q LL J o z O I --I v w G J Q Q Lu I..L w OmLL Q LL O D C Lu Ili W JOB NO. 40490 SHEET NO. C408 L_ 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. 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 3.31B 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. 3 Soil Map -Albemarle County, Virginia (Birdwood Golf Course) 38° 3' 18" N a g 8 a 38- 1' 49" N 715000 715300 715600 715900 716200 Map Scale: 1:13,400 if punted on A porhait (8.5" x 11") sheet. N Meters no 1 W aoo soo soo Feet N o aoo laoo zcao 3000 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UrM Zone 17N WGS84 ,D\ Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 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, WITH APPROXIMATELY 161 ACRES OF DISTURBANCE THAT IS PRIMARILY COMPRISED OF NEW TURF (GOLF COURSE) DEVELOPMENT AND REDEVELOPMENT. SCHEDULE: THE PROJECT IS ANTICIPATED TO BEGIN CONSTRUCTION IN 2018 AND BE COMPLETED PRIOR TO Q4 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 CONSERVED OPEN SPACES AND SHEETFLOW TO VEGETEATED FILTER STRIPS. THE LAND COVER CONDITION IN PRE AND POST DEVELOPMENT IS GENERALLY CONSISTENT (OR LESS THAN) EXISTING CONDITIONS. NO CHANNEL OR FLOOD PROTECTION IS PROPOSED. 38° 3' 18" N a 8 a a 8 a 38° 1' 49" N 716500 716800 2/14/2018 Page 1 of 4 Soil Map -Albemarle County, Virginia 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. Map Unit Legend 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% slopes 513 Belvoir loam, 2 to 7 percent 5.8 1.5% slopes 14B Chester loam, 2 to 7 percent 7.7 2.0% slopes 14C Chester loam, 7 to 15 percent 11.0 2.8% slopes 14D Chester loam, 15 to 25 percent 18.5 4.7% slopes 14E Chester loam, 25 to 45 percent 10.2 2.6% slopes 0.4 0.1 % 15E Chester very stony loam, 25 to 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 20133 Cullen clay loam, 2 to 7 2.1 0.5% percent slopes, severely eroded 20C3 Cullen clay loam, 7 to 15 26.0 6.6% percent slopes, severely eroded 18.8 4.8% 20D3 Cullen clay loam, 15 to 25 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 26C3 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 Hayesville loam, 15 to 25 36D 3.6 0.9% percent slopes 37C3 Hayesville clay loam, 7 to 15 1.9 0.5% percent slopes, severely eroded USD,\ Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 2/14/2018 Page 3 of 4 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, WHICH WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND COORDINATED WITH THE INSPECTOR AND ENGINEER. 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. THIS STRADEGY IS INTENDED TO DELINEATE SMALLER AREAS OF WORK THAT CAN BEGIN PRIOR TO CONSTRUCTING ALL E&S CONTROLS FOR THE PROJECT. 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. WORK WITHIN THE DRAINAGE LIMITS SHOULD BE STABILIZED PRIOR TO DRAINING AND DREDGING PONDS (SCOPE OF WORK IS INDEPENDENT OF PROPOSED DEVELOPMENT, BUT IS IMMINENT). 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 OR SOD 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. 6. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR COUNTY GENERAL CONSTRUCTION NOTES FOR E&S CONTROL PLANS 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. AI(1TC NO GEOTECHNICAL REPORT HAS BEEN PREPARED. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION SEDIMENT CONTROL REGULATIONS. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE BUILDING OR OTHER PORTION OF THE PROPERTY. FIRST STEP IN CLEARING. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 ON THE SITE AT ALL TIMES. MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER COUNTY EROSION CONTROL INSPECTOR. FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT DETERMINED BY THE PLAN APPROVING AUTHORITY. 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 80LBS1100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION STABILIZATION IS ACHIEVED. CONTROL INSPECTOR. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. DEVICE. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING IMMEDIATELY. SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. Soil Map -Albemarle County, Virginia Birdwood Golf Course 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 4.2 3.9% 0.3% 1.1 % Parker very stony loam, 15 to 25 percent slopes 76 Riverview loam 77 Riverview-Chewacla complex 13.3 3.4% 81 C Thurmont loam, 7 to 15 percent slopes 1.4 0.3% 96B Worsham loam, 2 to 7 percent 3.9 slopes 1.0% W Water 16.2 Totals for Area of Interest 393.8 4.1 % 100.0% TH O.F �f FOEI40DO U N / Le. No. 048 60 Q 26t8 -015 11 �� o�4SSIONAL�� M E 0 0 M U rV rV > E w v E uw U 0 � Q `! w o o w L w O ra C� Uj L M Qa J U co w J - �n (A C',(V U 1L rV �x O Q J Q cl�W a;w L 2 W N = U � Ln Q - CLn rn O N U� N M a 00 J � � IL O Ll z 0 ►7 DATE 03/02/18 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. 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I II I _ ryjh / 1 } / 9 ,, ri I ,� I ,'t r, ' r r? 1 1 1 1 1 `, 'fY�IY f � ' 1 I �', EES1` i _ - ` ---- - ``,7/•C'y _ r ' �� 1' r ' / ./ ,' 1 /r V7 F1 ,1 VN/ T ,1 \` 1 _r - i , • , (.r TI yP I,� 1\ , � � , , c ; , , ," 1 ( , 411YIlTa� l_IFIWOR�I� / WPO, P�N, Ck A,PPROV / � ..a , ` -• `• 1 ,'� / e,r /^•� ,'- , ��� , , ,- - �r ,,, l 11 , , I 1 , r ,1 1 //, 1 1 1 � � , n ■ ', ', , ES / ,/ r 1 , _ �Q�? S - --' - - , -"°----'\ REBM ALIQANbN GN . / SSF , 1 , I : `j REBAR / kILMO MATCHLINE SHEET C502 _�,►� 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 REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR PLAN MAY BE APPROVED SUBJECT TO SITE INSPECTOR NO DISTURBANCE LIMITS OF DISTURBANCE SEQUENCE OF CONSTRUCTION. AND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTAL WORK AREA 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. CE CONSTRUCTION ENTRANCE - TSD TEMPORARY SLOPE DRAIN 3.15 ANALYSIS AND DO NOT REPRESENT AREAS OF COUNTY STD. PAVE WASH RACK DISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USED FOR THE DENUDED PERVIOUS LAND AREA BASED ON 7. WORK WITHIN MITIGATION AREAS IS LIMITED TO MITIGATION SCOPE SFX X SILT FENCE 3.05 OP OUTLET PROTECTION 3.18 SOIL/COVER CONDITIONS. 3. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE ON SHEET C500 FOR ADDITIONAL MITIGATION AREA SSF O SUPER SILT FENCE 3.05 DS DEWATERING STRUCTURE 3.26 r> 00 Q 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 ST O SEDIMENT TRAP 3.15 TC - - - - - O TURBIDITY CURTAIN 3.27 0 100, 200' C505FOR INFORMATION ON SUB AREAS. SB SEDIMENT BASIN 3.14 SS 0 0 0 SILT SOCK - FD TH opeN U lie. No. 048 60 �SSIONAL ��� rO E O p � V N N � E ui Lu Q u- 3 u. O W O a -1 U 00 J M W rq N O �x 04 =. U j Q C Lr) 01 0 N a)LAM a ,q- 00 J CD Lu �D H DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE z W Q V / J O O ULL z > O U J r O � 0z V W Lu J 2: QQ H� w C)0 °° J (W 0 Q V/ 3: C6 p z LL O HMS '~^ W v , 0 0� Lu JOB NO. 40490 SHEET NO. C501 0 a .N U C O m 0 3 c -c3a �0 •a o� �Z m0 02 c T H `0 0 a c � CcN 0- U 0 c� ZN o� 2 a ow �� Iz w 2 Q. ,o _ca U O N O 2 5 cc = .N. U O O N Ea U1= @ a m �a �0 a •U O c w o w. @ U -0i cc co to = O U so co m L '1 11" \1 1, \\ / If I I 1 1 I ja �EI"`F ```::\. / ® _ / // / , !. r I /f /r /_, •'f ` r r/ XAJ_,,\,/I- l I I \ \ / I / �+ l/ r A / l I / / 'i `1' \`� ` % - _- '' _ r/ h 1 / . / , ' ' / 'J �r � / h� --' . \ - _ / ' \\ \\- ,' . I � . / // /, / / . / /� / /l�jQ"f� / 9 ,, , / / / ' ' ' TT �` / / / / . ° \ , � \ _ - I � - ` EES` /' r , / l / / •/ , / , , , / / , / r I \ \ \ I I I I \ , I \s`� I , // / ,r °° \ \ .. r `\ / . - — — I / r ' / //. I , ,{.,, ��•t / 1 I - ` 1 I 1 III I I \ 1 1 \ \ I I if 1 \ \ ♦ 1, 1 I I I I I I / n 1 1 1 \ �` / `:✓ i r, r I I 1 \ \\ _ � \-i - - / `/.' 7.•/I // / / , // I 1 1 \ / r / i \\ / 1 1 1\ 1 1••e� \ /' N. rr I , � \ , / / 1 ' I, / / , / �'1 nICx�4� �ROX/ l /1 Ill / / \ I — - ✓�i� - , ;i I - f _ / / / / l l / ; /l /i/ / / / ' <C,Y /, I , I / \ \ `. ` \ ` E rr, �; / ' \\\�`� _ _- ' _ •' / / / ,1 ' 1'// ' 111 ' ('' ` \ _ ^\ \ \ - / / /v / / i/ / / / // I i SF _ ``•-". / - / IpAINW, CAP / r / ,'' , / `\ i / // / r SSF l / / / i \ ` 1 \\\ \ `\ , ` ` / /L' \ \�`` \\ \,` \ \\\\^\ �' /' y 'EfS — `��'�---- � `�__vJ _ `` -- _ - r r / ' / l --" / I'I I,' / �`r �✓____ \ , - _a! .J `, � `. � SfANPED ABC SOT ` ^ \ � ` ti ,' ' `' \ \ \` \\` `� \\ \•�\ ```,-� _ -_ ' , , / I I r / \ \ --- _ \ `\\ \; ``� ��L ST3J2' i VD 81,Ns)s i / _ 1 I r , I , , / / / , SF / / r / / , I I t , , /, ■ \ \ \ \ \\ _ _ _ _ , , ♦ O I /. - .\". \ ` ��\ � - -!' / / Oil ' / I I / / // ' , l IN. --- --'r' _- _ - "-.� r r E , l 1 /rr / , I I �� \.`�\`\. - ;_ _ --- `_ - 1' - �I \ - � o — �.� _ ,/ / ♦\\1pr6L,ir , / r�i, \\ `` ___ n/r `\� r `�� `; `;; \,\ \; - - \\ \' - - - . ; 1 - O -` CWD _ / r' I ` , �♦ i\! 5l' ' r' '' ` \ ``'' `\\\ ``\\ _---------� / ' `\ \ i --- ; SF ^_` \\\ \ \� .. ` ' ,I, _,�__- - / . `\ \\ l � ♦ ♦� � / '' Q \` \ - \\`._\\`+J' I -\\ _ _ _'_- �/ r/l�I/l 1 , III 1 11 l; 111 1 I _ ,`` \`__-�� ``\ \- ` -' , + �/. \\\ C • P • �.0 ) I -''. , \ _ 'i , / = 1 / , '` ``; \11 _ter ♦ ♦ fw..baf \ -- i // \\ \ / /' ' / , ' '/ ' l l \-_� I / �(�.` _, :/— ___ _ ' r' \ __ ' / ; ,11 : , I / �\-_,�•_• r l/iii/1 \•,` ___`-�a _/ ;,' `\; \ ._ • ,. / , ,. _ °�,�^ `_ /, /,, � ; ;, i ; 1 „ �,r,l A ;, ,,,,,_ \I \ �'A \` \`\\"\\ _ \O ♦ \ \ _, -1��SE;TREES , \ , - _ _ -_, - .:— ., / ,, 1\ _ i;,,// „ \ �` 1 ,1'/ \ CWD _ \\ ' _ I I , WFS \ .cq, \ \` \ , I c / / / , ' //' r' � 11'' /''- ') /'/ _`%,, , ' \ / , I �" `` �_^ `:; `: \ \\•,`� ''` " II�..Ih�1�17'O��V VJIJ ,��, ,/' - _ ,. ; , 1 / / r 1 , ,T; ;', I ( / , I 1 / ST: 2.5 AC 4,550 CF DRY (1' DI 4,550 CF WET (1D •`' ///l r \ / ' / I < \ , \ ` `\ \ - 1 , , \ !, ♦,// //,r / // rr//i' -/A / \ _\, \ \" \` --_^ __ I11 -- _ � r / // / r r / III , ` /,,,, / / \ `\ , , `\ _ I 1 \ Off'• i'r /'/ ' / " �r \ \ \ \ \ \ I \ -- - 'i / \ _ ' r / , , I I >- \ __- _ I _ _ _ �r^� -, '/ ' . / % ' ` 518 BOT ELEV I/ - I I 1 r NI \: 3' FROM BOTTOM ,/, ' 1 \,\, TO WEIR 15' WEIR WIDTH / _ \,, `•` � �,` \ ,` ,' /iii%/ " " ---^,_ _ _ `` ` lr/i , \ `\ , J y ` `.DENSE � \• \ l / / l / / r / I I Ii�pp ^ 1 -TEP ;�j'-D+�--'- 1 1 \ NO` ? � •.,,, \ \ �` ,``` � �; �; . ``\ `--� I / t , f�9�(TA4EES` , I � / , _ ,_,/' �,' � Y'' - — 5\ /,`\ _ ^- // /��, /-,I �I SF \\` \ �.`\ \\ / /f// \ \ \ - , 1 ,I , , \ ' 1 i\� I /'• ` \ \ ^1\ '- . ' \`.--- / , I ST6 EE THE 1 r ,,;;///• =�` `` J� 'll�l ' ' / CE \\ `,\` '` \ '` `` ' ' ' ' r \ `'� ' ST2 ' ,\ , \ Ir \ , , I \ 1 , 1 `_ _ _- IN,' r I ® .\\ \ _ / _ ;/, ; r ,p t 4,550 CF DRY (1' DEPTH) I \. \\ ,•a, /:ji : `,' / ; 1 , ` \ \ \ ,rrr ' I /-\ / \ ' I / /Jl\ / 4,550 CF WET 1' DEPTH ,I\ - / _ _ / /, \\� , \\ . ' r ' �✓ ' 519 BOT ELEV Uvvv\A 1" � \' � '\� / I `'�:\\ Ilu I, / I , , \ ` �\, � \ ' / /\ I , \ r ' - � ) \ ` � \,� _�'- �.�' . /' ' ' I � �I r ' I \ / , 3' FROM BOTTOM tvvvv\A� � ,\\ \ \` Q� �� 11 I l � , \ ♦ � \ � I � I I TO WEIR Azvvvvy, I' \\ 1 ``� — — � `III` S \ , ? / � � � \ y�i I (/// d \ \ \ ;; {{\�� \ \ \ , \ 1 ,, � ♦\ / , �r \ ` ` !a,... / . _ / , I I I I ` I 1 1 I , I I 1 I �- -- ,` \� .� \ 1 / ��♦ �` 'r / I � \ \ �( t I I ,,' 15 WEIR WIDTH I\ - - 1 I II —II I I I '• // I ' ``\' ''' r' ///' — 41 `,\\` \` , , \ , , \ \ \ c `\ \ \ \ I / ST3 / ♦\\ \ \� `\ `` � / - \\ ` SSF AlF 1 I `�\.' , ' '� 'iri , ,\\ `• i il' Ir/ \ r,\\,\`\`� \\` � \ I / I 1 1 , \ ' ' ' .SSF ,II I A , A „ V A A , 1 i, \. \ ST7 /.1, `\` ' �,. �l _ / , �, tom'/`•`•`, �;,`, r= �% _,'', ;�.� �, / �\. - \ ,\ `�� �, _ -ST3 �, - _ i =_: - -. \, ,''s;/ ink CF DR1' DEPTH`: :� :'� \\ \ , I N`S6 TREES / /-`,1-�; ,� s � / '' `. \. \ .~� •ss,�. �y � � � , _ - �1 \ ,, / r, \\.\\ \ 500 ET (1Ip lz )T ELEV OTTOM ST: 1.5 AC \ r \ / I / 1 - t \ 2,750 CF DRY 1' DEPTH 21750 CF WET (1' DEPTH) / 1 111 I ' , r ` t} \ - \�`-' 'y =;\ 1 r �` ©,' , , . / _ - _ - `t /� ,.-5- r- 1 ,_\ 1 O' I \ `�\ `r �• ,` \` i'l�% ^y.v _ I 1 '/ _�� _'� /. 513 BOT ELEV T FROM BOTTOM TO WEIR 1 i ' ` \ \ \ 1 11+ \ \ ° \ F` = ` , , `\ ' \ \ \ \ / lu'I y!\171�s Id• I l ri 1 \ \ \ , 1 'i' ( / / . / . / •, 9' WEIR WIDTH ` .\ \ \ ��\\ \ ,\ I I \ \ _ ,I,,/// /"\i/ ` ` `� .` -.`,\ —`-i'=/♦�i�+7�78(V��(�,`I`f�`WA1` `\ li/'llr /' `\' ` \` _ \ O;' ,\\� I I ,, , 11/ D /`` ` �/ / �/ / / ' 1//��'/,(Q,�'.:'i'/ . NMUM. ``. s; \\\ \' I+ � `,: \\��;'k I / II\\ �; 1, r 55 OEFDRY 1"DEP ,j I /?G _ `, , `1 \^\ %,; ,\♦ I l I � ,1X y _`�—r "'/ -',' ,'%,';; I;/';/;', ,- \ \ �\ � _ ` \ \\ \ 1 , � I I 1 `�.,?'\"•.' ) - / 'I r � Y _ \ • `1_ -� /-- / ' � � I I I ` \` , \ � \ \ `, ' \ \ r 1 r / - / ' -/ ' /' ,1 / r r / `�\\\ I \I \\\;\ ;\ \ , 1\` +� \ ` `1 `11 \ ;\ `\ `\, _ _ �•�'��� ' / — —Ic. \\`..-- _//' , . / ` \` ' ` \` 1 ' '` \ -`\ \ 1 '/` / / /', 1 _ I l ,/'1 / / , ' I t I'//' '''� SF \\\` \` 1` \. ___r"•''''/ - \ / \ \ \ \ O 1 /, \ \ / ,/// / I � 1 \ I /, -' �'/// 111 \ ,' -r` \ \ ' 'i•8 WEhF�WapTH / ,, ', __ - / _ \ %o` / / / q ,/ '/,/ ////, I ,'/ 1 /: .,','= '' ,'' I ,� V �\ \ �' e \ �\ \ 1 1 \`\ / \ , \ ` 1, _ , IL 1 \ I \ \ \ I 'pj - � „ ' , / ❑ I / 1 I 1 /' , ,/ N ♦ 1 � } \ � / ST9 °/ I Ily /i \,\ 11' 1t1' ' I1 , \ \ / \,t\ / I \ \ ;.:._�' \ .� \ \ \ ` c) E e ES \ \ I \ II v� , a l. , t�•t?rE\ \ , \ I I�I I'1'II II o� . + 1 \\ \\\\ � � , ''�- _ - � _ / \ \, \ \ \ � \ 1 /'.'' t I // l' ' ` `,\ ` ' ' //jr/ ,�/ . ./'i- / 1\ \\\ I \\ , \ \ _ °./ ' �'. - '/ _----- _ _ � J \\ FNS�TRES _rl \\\ \ \ „\\ � \ \\ ' \`,\,1 r II//-�`, \ I \ I /// / / / r', / � ; //'',i- ri/ •\ SE \ \ /NSE \ \\ `\ \\` I \\ =-�'— SSF , •�. \ � \ \,` \ _ \ I I I ` . , \ I / /` I_� �\\.. , \` / , � / ,// . I 1 \ \ \ .\ \ \,���d \\` o` _ \ 1 \ \ `` I I ' I \ \ E , / \ !E / / / \ I \\ ` .\\ \ 1 I. � • "III 1A11 \ . t/ _ \\1 l I '/i�' Ir/' /' 0 /' ' / / /�/- -/ 1 , 1 rr /,r, ♦ // /.'' ' ' ' I If ` � `�\\\�\, ;\ `d ° 11 ' ', , / I ( uz / / . '/ / ' /-� /'III ` , \\\\•\\\\ � \ \�� � r , �` / \\I i I \ 1 , /// \ \ , , -�. , 1 D ES t ,�/, I � �; ul / It NSE SF ,/ ,.-, / '/; J , , � I ; I �C •`\\ �, i JJF ` `\ \ \ \\ 1) 1 t , I I' ` \ _ 1 I .: i. . /// / �, . /,/// \`\"- a I,' / � -__ - � /''/ / \\ 1\i .'1 , , � �r/ I 1 11 //// ,r " / / I I / / , , LJ / I ,/ /, / \• , \ I \ \ ,11\\ \/ \ \ \ . g� \ // /' I \ . o ..' __' /// I / / ' ' , / , 1 I 11, II . .///'/Il, 1 ",- / , II „/, / + \ 11,1\1,% , � \ ` , �-i` \1 \ ' , //:' ..� _- r. \�! 1 I /'' /yJ ° -'^ t"`� //I / / / / / / /•/ ' //r- / I 111 , rr / I / �11 �'i i i \ \ \ IIIAI 1 �\ \, ` - \ 1 1 DE\ET %%'. --- 1■ / , , , _ ,''// , , /, //// // , //. r / rrr--/ ,III 'IIIII //i "i',' \ _ ' 'L=� / �/ /n, 1 I ,11\ 1 / � ` /.: - ` \ •- j --^- _ \I. I -/�` / II / / „ , , r/ ,I 1,111 r \ -' %' /��• SS � 1 � 1\\`\\ � I, ��� �.. ,_ \ I ' i� pp .♦ I l \ I 1 1 , / / 111/rl � 1 / 'r / .,rc"-, .,' ♦l 11//llry „/, ' ,.:��.,4, ,/r 1 ` \\ �\ ` ) \ \ ; r \ 1 I _ .: \ -- `7 `7 19 I "— — / r1 / / ' ♦ p1 , 3Q / / 6 1 \ \ \ 1 \� `\ r I i i ' ire / / / / ♦ � i I I t ♦ , \' // // +1 1 `.�.,�`� \�\:. \ \ \\ _ _ F`�� \r/t/n- ,\\\ r SF- -- ■ `Greg ' `' , � '/ r' / ' :%%.. !11 �r I11� i/r /i/�i .', r .+ _ '',�, / o (/1 /� / l 1' ' I ,�il ' - ' MATCHLINE SHEET C503 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 REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR PLAN MAY BE APPROVED SUBJECT TO SITE INSPECTOR NO DISTURBANCE LIMITS OF DISTURBANCE SEQUENCE OF CONSTRUCTION. AND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTAL WORK AREA 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 ADJUSTMENTS THAT WILL MODIFY THE PROPOSED 2. DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULIC GRADING. CE CONSTRUCTION ENTRANCE COUNTY STD. PAVE WASH RACK - TSD TEMPORARY SLOPE DRAIN 3.15 ANALYSIS AND DO NOT REPRESENT AREAS OF DISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USED 7. WORK WITHIN MITIGATION AREAS IS LIMITED TO FOR THE DENUDED PERVIOUS LAND AREA BASED ON MITIGATION SCOPE SFX X SILT FENCE 3.05 OP OUTLET PROTECTION 3.18 SOIL/COVER CONDITIONS. c� MITIGATION AREA 00 3. REFER TO EROSION AND SEDIMENT CONTROL SSF SUPER SILT FENCE 3.05 DS DEWATERING STRUCTURE 3.26 Q NARRATIVE ON SHEET C500 FOR ADDITIONAL O 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. nST SEDIMENT TRAP 3.15 (TC — — — — — TURBIDITY CURTAIN 3.27 SB SEDIMENT BASIN 3.14 s 0 0 0 SILT SOCK - TH 01, I �OD N U Lic. No. 048 60 � �SSIONAL ��� rO E O 0 � V N � N � > E w °� E a L6 3 oLL�^ w a _1 U o0 J _Ili M p L W N Ax L_ 8 Q a 'ITc U j Ln a rn O N >U ro a � ou J CD U-1 � H z O a U V) w z V) w � Z U W O ti W 00 Lu rNj o a DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE z W Q V J J O O UQz /0 LL U J r o � 1 0z V W W J 2: QQ H� W C) O W J ( 0 Q V/ 3: cz p z LL O HMS '~^ W v , 0 0� Lu JOB NO. 40490 SHEET NO. C502 0 c 7 a .N U O m 0 3 c N d 70 a� 2 U �Z �0 02 T H cc 0 a c � Cc N 0- 0 0� (7 zN o� 2 a 0 In� In. w 2 '§ Q. ro _ca U O N O 2 5 cc c .N. U O O N Ea Uc @ a m as r0 a •U O 1_ (0.2 co . cc U -0i cc co to = O 0 so rOi, Uai L- \ ,\, ,` , 1, .` , \ \ 1 1 \`\ \\\\\` o y SSF , `\\, \\,\ Nursery Green - \ ^,�G �,�-- pc ,,T \ \ \ , , / \ zf ^\` \SE uJ401 ,/��Ic�C 4,INESHEETC502 ��TVI , � � , \ / rr 1 \ � //1 1 r i I /,_/. , \ , i, �REA�P) j' \ I , r 1 + \ , \, t , 1 ,1 \ , , 1 NS� 1'R r / /� \r \ \ \\\1\ \ 1 �" G \11 I \ ` \ 1 1 \ -_/ J",x, `` \ `D ES� r \ ,\\\ \ \\,. - _ - tit / // / `• I \ \ 11\\r \ 11, 1/, , I \, \ -# \ ` �-' , , II /� /, / �f' + 1 1 ,1 \ �•- � _ , I _ //' /` t=_` / //l / / / r / I lI // 1 - -13 SF , \� \ ' \' '' `\ \ 1 \ ` � _ 't- ' �' / r i� \ \ 1 111 1 l i -\ -� \ 1 T '/''- --- ♦ ■ . 1 r __ �- _ // 1 � , ri/ I 1 I I /// /, 1 \ // I J , , tt1,'11 1 tO1 \ \ \ ` ` _ — -, '/ _ . / / r—`\ \ I \ . 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L� , i ♦ .��♦ ,_ `\ - � � \ `, 1 I / / __` /'�,/ r r ,/',r ,/ // , Ili//j1 ��Es;\ - � j� � \ /// ' � / ♦O ■ `\ / / rill/I / 11 1'\\\`.1� I\ \ 'P\ \ \ , 1 ` \ e /' , ` I e , `4 J , / / .///// 1 \ ' , i ,� \� ! , 1 I , /' !\ �_✓- / :' // / / 11p/ �` \ \ 1 ��` �+ - o o • i/, + y` h / ,// / r 11 //� \ /\ : ♦11� i n�uE I11 1, - ____/ \ , ,`\,c6_L-'-3A_ ♦\ \\`, \ `\\ \ 1°I 1 ` _ ° - _ 1 ' �% �' \ // _ �o \ .:1 SF \` / ,. , .� , „ /i . i ,, / / /, , - — - , , �, I . _ `_ _ SEA S \ \\ \ 11 I ` _ .� '.\ _ `: `` , �` / /: , / ,- i �• - ,, / / /', ' / ii /' / 1/l '1'/ rl 1 \ `� ` : ` \ \ \ \ \ , _ - - II■LEI I // _ , / /,' / / __ �, / / ,-��' / -- ---- � ,, ,\,` ,� `\\\ `\\`,\\\,\, \ \ t° ' 1 �'s \_ - _ _ Ew - - vs-= _- 1i + ' (r\ i'\'r: 1 �r� , \ ,• -_- i - ' +�\�,�cc _\ ,/ I -I �F,NS�7R / `/ �` / J r • — 1 / l' , / �\ Lfcc " l ,'-' ' "� / .--.\ 1741, __\`: \ \,\\ ll , - ,� SSF \\ \\ \\\ , \ ` \ ` \ \` ,` 1 l j tl \\' ,1 ,t\\,`1 \\ \\\ 11 , - -•� r _ _ � _ _ _� �,c`, `[� \ \ \ \, , /"i ' / r/ ' -_ `�4J\ ` 1 1„ I I 1 / I / , / "//, .r_,/ /////,/,�/�//, //� /,, � �- �/ \,Ill/, / 1 1 11\ ee DEt NSEITREkS, \ \ 1I ,' j ,y,'1`V\ \ ,` \ -- -_` - /- fit, P 1 \ \`\ !/ / — r i''I' ' \\\�- I / ' / i 1 ' , 1' \ / TMP 76-OA-15 _ _ -_-_ ---- \ `/ ' / Il \ , _ _ _ _ _ / 1 1 1 1 ` T 1 � �- t � -_ - - - - �• I11 P ,1 \ , •�\ , I' I I ' 1 \ , I ,, , , , I t ' ` \ \ , , \ \ \ -, ` \ \ \ 1 ! \\\\�T T-1 ��``` \\ , I I \ \\ \ d ` YY L' \ / I I I _ / / 1 1 1 T\ LF CO R$ \ \ , ` 1\ . 4f1. /:� \ , I I r' \ \ 1 I I / 111 / , ' \ , \ \ \ ` �. AGNEs� \ ` ` ` ` °a \ \, o \ \ ♦ \ \ , \ , a r ., \ � / / Q,/i�j7f�+'T \ ` \ `"L ----_- ��`-- -- - - -- ` , \ ,, II ,\\\ \ \ � • �. ♦.' \ „` ' I '� ` ` , I I I I " \ �, \ , , I, / 1 r ST11 �` ` '`` `cs` \ Ilk I \q\� IN�� '_ `I• ---_ -- --- — - _ - \ ` \\ ` �` \\\ \ t• ` `'Vw \ ♦i \ , \ �, \ \ '� 1 _ :T:.'I I I'1' \ ` \ \ ' , / I -� \ m `- `�. e -- _ = — \,`, _ _ r \ it , _i `-1sST: 3 AC THE 1^ / / I I \ \ 1 r1 , ` \ \ \ \ 1 \ , I \ , \ , \ \ ` ' tDEN� IKEE� 1 I / \ �` \ � \ 1 \ ` \ \ 1 , t \ \ � 1 t \ , ; `\`, \\ ,� / \ t � I I I I 5,500 CF DRY (1' DEPTH) ', \ __ I/, 1 1 5,500 CF WET 1' DEPTH t 527 BOT ELEV ', 1`, r 1 \ \ \ 1 1 I 1 I ' / I / / / 1 r ,/ `, \ 1\\ \ `,\ I I \ I f ` 1 I I I .v 1 \ \ I r I , 1 I I 1 1 \ I 1 1 ' 1 1 / \ �`\ - l 3' FROM BOTTOM //,1 / i lil 1 I / I I ` '// //, r l/ I III '''/ 'I' i \ . ` , ♦rL/ / \ 1 \ \ 11 r `\ \ DQsE / , , I r= 2�1 , \ . ' 1' 1 I , - , I , I I , 1 \ I I TO WEIR l % `\ , 1 l ` \ \ \,`1 _',` , , \ ■ \ / , I ' I I' I /' 1' , /! ' ' \ , , \ \ \ ,III \ \ -- \ 1 I 1 I 1 1 ■ 11 I 18' WEIR WIDTH It NN \ \ \ 1 \ 1 \ I \ 1 j \, \ / - I 1 , _ \ \ \,\ 1 , \ \ 1 \ \\ \ 1 , ,1 , I, / ,,, ' \\\ \\\\\,\ \ 11 1 I `I .�� \ \ \ \` —1 ■ , /' `0l 1 I \ \ , 11 _ .` ,\ �, \ / I I / 6 e e `, , / I 1 i l \ I I 1 ` r \ \. \\ ,1 _1 \I � / , \\ ` / \ ,. ' i / \ e \ o• , \\ , \\\ vi /'/ , \ , \ \t ' It bENSE IREEJ\ \, \ \ ` D NSE TREE \ \ a // ,�... \ a \ \\ I ' �\� \ \" \ \`. \\ , , / \ TMP 76-OA-17 TR S- \�-`, / DENSE $ `, ♦ " - �_ ♦i \ \ \` \ _ / UNNEIj61iY`OF 1 I I I , (�,/ , / / 1I , I II 1 1 1 / / /xl `'ftENSE1RF�ES` \ \ , , ` 1 l \ \\ \ / \ 11 a ` , � — , I I I I 1 1 1 l .\ 1 , r 1I. rl / '1,J• 1 ' \ , t \ \ \ ` - �`�`� , `` \ \\ ' ,', \ / / \`�`,Y• ram'' . �\, \\ ` , \ \ `, , - � �,, .�, `t `` `` `` , .,\^ / / / '/ / Y (,, - ` I \ \ \ ` u \\, , \ O\ \\ \ ♦ / / D.Pd 45 I � , ' i ' / / r III 1 \ \\ i , , / �•T1np , 7 1 , \ \ ` 1 I 1 1 \ 1' TMP 76-OA-18 t ` �`, / 1 1 / ` r i i /i / ''. SETRE \ \ / ' /I I/I�lw] it 11 \ilt \ `1 li`\\ � r 1 ,111 I 1 t\ , ` / ' / / I I I I 1 1 / , ', � I ii 1 , � ,r / / / I 1 , \ 1 , \ \ 1 I I 1 rII r 1 1 , / / \ / / 1 / / 1 / r r ' ` ` 1 1 1 / / / , , , , \ ' / / 1 r I 1 1 1 l , 1 1 \ \ ` `1 — \\ , , _, , � r QpQ I 1 I ♦ I SSF r / �h/ , 1 t \I / r , \ 1 I \ � ' ( , 1 ( \ \ \ \ \ \ � , ` \ , \ \ \ \ \ I r , I / / , , / 1 / , ' J f r / E TREES r ' ♦ 1 ( ' , � /'/ 'ii' / i /' \ ,SE TRIE / r I r � ,t \ ^\- =', / I r l I 1 r I , I � / I 1 I ' / / / / /' 1 l , I l 4 � � ) t ,' � ` \ - t , \ \ 1 ' I \ \\ dEIJSE TR ESA',\`- 1 \ � ♦ y �`' ` ` S I I I , ' , - ,\ _ \ - \ \ ` Ile , ST: 2.3 AC DENS€ FREE$ / I I \ 1 \ r� ' , / 1 I \ 1 l I I '/ / // i / \ I \ . ; `\ ` ` \ ` `\ I 111 1 / \ ` \ \ 1 ` �I — `--'/l, S, \r ,' , 11 l , ,11 \1 l,l ' / ' 1 1'�'y�T \,, \` `, IrII II( ` - ` \ I \ \ I \ ' / / <.Sb/ , / , I I I 111. 1' 1 1 1 I 1 , , \ \ ` , , I' \ - I 1 , , ` l , -� �_ ✓,�- , \ ` , I \ \ \ 1 ` r I ` I` I, I ' 1 I / I , ,\ 1, /r - ` , ``1 1 I I / / I I i I I 4,200 CF DRY (1' DEPTH) --- r \ I �TREEs ``, _ _ - 5W / 1' ' , , , =1-, -' , 1 1 OF I 1 \ 1 I 1 Elr 'IIIIIII - l 1„ / DENS E 4,200 CF WET (1' DEPTH) /��. L ` _ / , / { ,, , 1 • ! _ / , 1 I I \ „ I I IIII I , l , , 1, \ , \ , Nil\ :; I \ \ 1 \ \ _ _ / I. < , I •� r I 535 BOT ELEV JA— I 3'FROMBOTTOMTOWEIR - I \I I I I 1I 14,WEIRWIDTH r I '1. 1 . \ \\�,1 I / 1 I I I ,A� \ ,__ ' / r \ N R _ \i (\ \ \ \ ,tl 1 , „ ,... \ r i"/1 \ I / / /`,E DENSE TREES \ \ \ \ \ , I / N E'TREE _ DNS6 TR / / / / / I 1 d tl \\ 1 , , \` \` \\ \ \ // 1 ` „ I \ \ /, • ql \t i ` / / /,'r // ' 69 ACRES OF ' ' DOSEIIR 1 r `\ � 1 I I/'\ \ \ 11JF I 'CWD DISTURBANCE ' \ \ =' I-\ , , ' '1 t\ 1\`\ `1 11\t\ 1\\ It;l \ \\ \I \I\l \ \ \`',', � � � I SF 'J \ \\ \ i \ t \ . \``,`, .`� 1 I / , / /, r,^, REA OF POND \ I /' ' -20 \\\ \ I 1 „( , ` '/ / ' \ `` , \ 1 I \ \ \ IIII\l \1l 11. •' ` • " I / , / / 11 // � `` / \ -� _ _ \ 1 ` - ^` r l "/ ' ` \ / / � ' ` \\ \\ \ `� 1 1 1 ` \ `: � \ \ \ \ \1'1 ,-II ❑ DD / %. , /r r l 1 r 1, / / " DENSE --TREE \ \ S. , 1 I \ \ 1 1 1 1 Il I I 1`I I I`• �; , , \ 'D�`9E iR�ES � II I I � \ 11 . 0' / \ \ \` - _-__ - - I _ `. `\ � , \ \ DENSE TREES \ ,• :\ 1 1 1 - ' ,' / \ _ �6Ns6`T�€E� TMP 'fiCuE� \ '\ '� '' D \\ /.�,�, \ \, II„ \\ /1 _ \ SF \,• - —�/----,\`\\�`7�'-',/ , I \\\\, \ r/ / ,11\rtl 1\ / // 11'I`rI' r Il,r\1, _ _ - — _ �— '' '/./,/ NN -TREES \ \ • /' "'* , , ` f �` -cam 1 \ \ \ ? +■ / I \ \ \ ` \ I I I \ /) \ -�----'-`--- - •`\ `\\ , / ,��Ca51 -- - -_ j- _ Du O- • //, . / / CWD IN ` , SF -', ' , \ \ \ / � \ � I \ , --t \ I kt,NSE ITR4 \ 1 < I —'r r , , < l \ \ \ \ , / ____'��./. ,, / /, _�' // ` I 1 1 1 , / , , r , I I I \ \ \ \ - -_ - _ / , _`. / DD - ' ,\` ` ,\, , , I I I� �, , , , , , , , , r l I,,,I,I, �111 1 ` \ _ — _ — f,;, _ - % — _ _ ` — ; ' �' MATCHLINE SHEET C504 `�\ 1 ` \ ` '. /.' ./ 'r I I III 1 I , \ \ :' � /I/ \ ' E '/j' YREES; • ` - , _ ` \ \ \ 1 ` \ ' . S Nam / EROSION & SEDIMENT CONTROL NOTES THIS SHEET DEPICTS PHASE 1 & 2 PHASE E&S CONTROL PLAN. REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOF 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. 5. MODIFICATIONS TO THE PROPOSED E&S CONTROLS AND EROSION CONTROL LEGEND 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. 7. WORK WITHIN MITIGATION AREAS IS LIMITED TO MITIGATION SCOPE MITIGATION AREA NO DISTURBANCE LIMITS OF DISTURBANCE WORK AREA DRAINAGE DIVIDE CE VESCH CONSTRUCTION ENTRANCE - COUNTY STD. PAVE WASH RACK VESCH TSD TEMPORARY SLOPE DRAIN 3.15 SFX X SILT FENCE 3.05 OP OUTLET PROTECTION 3.18 SSF SUPER SILT FENCE 3.05 DS DEWATERING STRUCTURE 3.26 c� 00 Q Z CWD DD DIVERSION 3.12 TP TP TREE PROTECTION 3.38 SCALE 1"=100' ST SEDIMENT TRAP 3.15 TC — — — — — TURBIDITY CURTAIN 3.27 0 100, 200' SB SEDIMENT BASIN 3.14 SS 0 0 0 SILT SOCK - rO E O p � V N N � E w E a. Qm3 +� O LL n w O ro � U O l�7 W r j ce IX �X O w 04 =Ln c U j H Q c '-^ rn OLA N >U ro a � 00 J � H z O a U V) w z 0 V) w � Z U W Q ti W 00 ti Lu O a o DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. 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I r , WITHIN DRAINAGE I \ \\ \` ``\ \\ \� PU ` \ ` \ , , I I \ _ _- \ \ ^�\ - 1 " r \\ `\�\�' - -_-_- ' \ `` \ I I / SE` I \ -- - -� \ \IN \ \ \ ( T] \ \ \ \ \ I \ ` : - / i�'' I \ \ \ / 1 1 \ \ \ , \ � / jR \ , , I \ \ \ \ I 1 I 1 1 1 ' \ \ \ RENSE fire ' 1J � \\\.\\\\`\\\�"\` \♦ \\,\\\.,\ D.B.2712PG.325 \ \ \`�\`\,\\\I _ sE-rREEs-;_. _ ` _`\ ,, , ,��� \,,.\. x� _ I„\ \, , \\ +■ / , I11 \\ \, 1 AREA OF POND I 1 '\ ` \ \— - - ----- \\\ \\\ \ \\ ♦ \\ \ \\\ D.B. 1055, PG. 271 \ ` ,II -1 `-' ' \` \ i. 1 , ,1`�� 'I1,` �15� ^ 3-a,�_,- \` `,\ \ \ \ \ \ ♦ \ \ \ \\\\ \ \ D.6.750 PG. \ ```\ / r.-' _ •�Q`\y\ \ ��i� / \`� \ ` 1 I ' I \/ `I I I \ I 'I 1 �J \ `\ \ ` \ `\ ` \ / '''/ D.B. 453 PG. 65 (PLAT) \\ \\ \ \ , ♦ \ \\\♦\:` DGOLF COURSE" I„ _ \ I i-� / _ \ \ \�11\ / _/ / >.\+ / / / // -,� �- �♦ \ \ 1 ` / \ /' / I I \ , ,t I ,1 , 1 \ \ \ \ , ` \ _ -- - - - - -- '{�\'J • -'/ TMP `` \```\`\ \` \ ``\\`\ Ot ACRES ll \`\ \\ `\\ \ \ \ \ t` \` \� ` ' r CWD `\ _ / '/ i i /' _ T \ \I \\ i I \ Iv' \ \ \ \ ` \ �: \ ` ` \ ,'� '`\ `\ \ -\\ 1 �/' / ,'-�,''' ''/iiii' :i,'/ r / -' -\`. \ \TRE\ \\ \` I \\/ I r 11 \ I I t�\\\\ \ \ �\ , �\ \\ \ \ \`I`N`\\`\`\ \ `� \\\\\\11 \ _, \�\\ \:.,,. _ �`%.� '\`\``\ SF `.�`� \ \\ \ \ `,\`, I IN IN \ \ 1 \ \♦ ♦\ \ 1 \ \` -_, I♦\`\ \ i 1` \\\ \\„\` \\\\\\\\\\1`` `\ �`.`N `\ `\``\\"\ 1�\\ DD r \ , \ \\\ \I,� / / / / / / I, Ill, 1 „( , , \ \ \ \ \ \` _ 1 \ \ - / / \ \ , I , � �♦ \ I \ / / . � 11 II III 1 \ SE ES ; \ \ \ \ \\ \\\\ \,�\ _,_ \ _ \o \ ,r, 1 , , ` Ylt _ \ 1�`__ _ / . \ \ \ 1 \ \ / / ' / r / % ���� ' / % / _ 1 I 1 1 1 \ \ \ \ f \ , / ' I 1II I I ' I \ \ "Y T�$ � v \ � �\ ,1 SE TR /; ,, / 1, 1 1 \ \ \ \ \ \ \\\\\\\ \\ /U _� `^I\� ' /V ' I\\\ t `\ a / \ \ \ Tz "; 1 \ \ \`,, \ \\\ \\\\ \�� // `',' 1 ,,L��/// '', /J I I t / D R€- r y /// Ib - 1 ` \w ' `\ 1 `♦ `\ 1 ` _ �r ' / �}7♦/�i I /'�/1/ L/ I'�i�� �` N�, , `\ \ `\ I I ,'\ , /!'�f� Y , r r (, � � I ��\�E ' ' 1 \ \ \ ` \ I `\ \ , \\\\\\\\ \\\\ _ 1l,' � \�` \ \ \ \ ♦I -/' / r�-/ Ij,.�G�1/ ,, /r-L�`[��� \ 1 1 1 \ \ , I - 1 1 11 \\\\\ \ \\ \1 \\,\\ \ \ _ _ �, / \ �\--\ ,TMP 76-O.A-23 - •� , H 1 G•11 1 \ J ^ 1 1• / / 1 11,\ , \\\ 1 I TMP 75-63 ,. \`, _ x ST13 , -�,--\ — / I I I N, I r , 1 \1 I I vmN, \\ Il \\ - - {�1' �a✓ ------"41k* 1 , , i , ; l \ \ I , 11,1 \\\ \��` //i , / . \ - _ \` \ 'j1 p,�j '' \ ` ,. \ \ \ \ \ , n ` , \` �\\t ST: 1.5 AIpgATION F7rf 1 \\ 1 \\ / n OF VIRGIN 4 / / / / r / / r \ \ \ 1� G IN �`:.` l! \ ��� _ - , 1`\\\\ \ 1 \� V//,' -', /'/,\ `_'" ,\`; 11/\\ ' r\ I \ / ` ' / y� rjf\'l,/IV1,C�lf r , , 1 Y \ \ \ \ /l \ , \ /, �, � I , I -' \\ IIII � 2,750 CF 1 DEPTH I , \ 1 1 \ \ _ . 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I 1 63 / , ,r' , / / , , / , , I 1, 'A \ ` 'NIA `\ ` _ , I , ` 11 1 l / / / / / \ , , , /' / / / / , /Ill , \` / , ,, ,/ , '\ i i PROPOSED TO FILL - 1\' \ ` — — — _ \ \ ` : ` -- - , ; ', 1 \ \ DEf1�E , \, 1 , 1 i o /' ' le, I I'i TC / � , ( ` , I I ' 1 , r U , / / / / / / / / r / / / / ' / , / I I , 1 1 577 \ `\ . �./ ', \' , I I ` \ ` \ ` � 1 I 1 / / / / l/// ,/ / I / „IIhI I, ' I \ \� t \'\ `[�4 • ;r� / / \\I / / ' ,, ' / / ' ' ', , �,- IN POND (PLAT) \ ` \ _ _ \ 1 11 / �`� ' A TION _ -- ,_!, / , / 1 t 1' > fi I „ I \\ I t11 1 I ' ,' \ / '/ ' / / ' ' / ' - / ' - ' / / IIII / 85 \ - --- I ( - F - -; I , , 710 \, I , I b , ✓/ , \* �t� , / ' l 1 / I J6i` \\ \ \ ♦� � / , I , 1 1 1 1 111 ,�, \ t t III ' 1 1 '•, '\I `7 II / / ' / / ' / _ ' / '' '/' '.' / / / "/ I I ' I I I 1 1 , , , D.B. 2933, PG. 80, I ` � `. /l , / / / /- // / ll l l,l 1 ///,/ / r PU �c+ I .• �`Q I 1 & 64 I \, , \ r' l ' • D.B. 2712, PG. 32P IN '1\\\ - l T:3AC , _ .\� -- _''., \ e\ I1 II 1 \ D.B. 1055, PG , ,-'_-_`. \ \ ` \� ---- '__ �J%J' ' , I \ ' //r / D�. 7B33,IPG 9AA kk\ 1 � E EES .I 1 /\ 'I. EI TR \ \\ \ \ \ \\ \ 1 ,�--_.•.• --- - -- 11, // \4@Y,,I 1 St REDS♦\ , - ' / , , l l I 1/ , / /• D.B.7so,Pc.37 500 CF DRY (1' DEPTH) \ \ _ �' , \ \ 1 11 i \ I 11 \ \ \ y OP ( » SSF �-�.;`�� '-_ - \\ \� ..._ - - r ' 1 , I I I l , l/ /' .rC JI,»PIl.13P.�' I II,"I ' , / I' `.� � ''/ � ,' -- '/'/ / ': // I �� 1,l1 1 ,,/ „/////, / ,/ / // ,600CFWET (1'DEPTH) �`�`� - ` I , I I I \ I , , O � , / ,' / / ,' --- '-/�- / / , , / , I 1 , / r , 1 I I , / 1 / / / D.B. 453. PG. 85 -� \IIII I, - r / ' / / / / /' / . / / / , / / l , I I // I l//l/// / /''/' / / '� °BIRDWOOD GOLF CO �`� � � '' � \`````_�-`- � --- � __- _ _ 1 / 1 P• I I III �/i - /��__ \ �\ - _I. `\ \ l r / lI 11 I Yy I _ _ / / 'd 1 PG./a7Y I 544.Ot ACRES _ ' - ` _ _ _ _ _ _ _ _ ' ' I I I / 509 BOT ELEV _ � T&EE � --{- -_ ' / ' 1 Id���� � �`` \� I I / � .J3., 453/ 85 (PUjI � 11 I I I ' TMP 76-e®C- C 7-7-7 _ _ \ _ `— \ 1 ll' // I/i I I I l I1\ , \ � , ,' r' /, ',/' /DEN$E'TIZQ$•'/ , ' / r / 1 / / ii, ri, / /, i /'r ' "1/'„'% _ 1 /, /,, ,l//, / RD5�44.6#�G � � li,i ' \ • � ' \\\_ , �\- �:�` ` � � `\ ` 3' FROM BOTT _± r r / l , /, cifS I _ �` r r / i1' /�, / /i' / I r / / _ - --___ \_ _ `-`- / ' 1,i1 r i/ I i/ ii , iii I I` `• \\ _ ` / TO WEIR _I ` / DEN /TR , / 1 `. / 10 / / A `\ � 18 WEIR WIDTH ?9 �_�' 'FI\XQf�K� \ \F�`�/ r r // 1 � \\ , / SE THE , r / / / / / / / 1 I IIII / / / / , •% , - _ � _ � / / � � 1 I / 1 I I \ / I � / ' ' , ti II'' , , r/I/, /, l , , i - - l l TT r \`� ,/II`\� /-i`-� /'� / / / '/'G�' '� / - ------ - _''-' � _ r // /, r ' 11 /' ' +-'+' � � +_ � _ `�ZRE / / r, 11 , I 1 - / -r / 1' I III / \1, ` :•rl.` ./,/--- ___ , , � _ ,-/. 2� ��� ',' ,, I / TSD � SSF _ --- � II ,,,, , ,/ /' ,r '' , , /r, \ I. �• e`, 2•T-C b`'s�rf� ' /, + � `=1.1R�,yV9��•��CTO� " � - ' /;' 7a'/ / '� : ' % I ' / , I I 1 , o I I \ ` ° ' � ' `' O`� IN ♦ ` _- =►P �� 1 _ /,. , , , / ��`... eta . _ , , , \`\ ` ` `\ /' �'.�/ ^''T••w ='��-i��''�--1' �/ -' -''�'.1' ___-_ _� _ _"- �S�TK�/ ,'//%/ill / _ ' /, r - ' �� �� �tL + � _ _\ �\\\� ♦��� '/' ��/' r'--�- r/,' / , °o , I / r � p a/ \ \ I I I , ' � I \ \\ \I t � _ / � r ,' ,' ,/� // // /� ,/� �-'-�'�- -� � :-',,--:�, - Vi/ -- -`-' , I IIIr��; /r � , 1\\\ + / , _ -�-Jy- ';"•j,i r, , ! ' ' /'' \ °j �\ `, l7 gib•°t ,' l•,a1, , Yf�> - OP No. • \°° �I III I I , -/-- , l-1� /•T-' / , I 1 1 / // / / " �:: ' _ - _- - _ TSD /,/ , r, / / / .'/ r' / / ' /r'/' /':' /. �_ ` / \ / '' ii / t I -- DSNS)`TREE ,-,/ / \ :Jim _ - _ -! r //� / r- -/ _ ', I / / •,I � ''p� 1 �1 - y /' (.. Ilul I ' `' �-/ /. �; \\ : \ \ \ \ \ /. 1 \ r • / , III •/• -'� ' - _ r - _ -�/, � r�/i,' r' __ \ �, , �/ / -- � �--- - -.i _ -4- _------ _ ----- - - _ � ;/ \ \ 11 11■ ./' ' I , I tl , I� , - �- _ --_ .//' I I , / I , ��� �- /i//r _ ' : /i' - '/,DENSER ESi '' . :: - _- \;-"� ,/i// � • /- - - I/' i - - � -__-_- ------ -- --r - �_ - - ■11■11■ �� \/ �. �'., �, , 'I- + I+I + / _ =� / - --- � "4 / / • / I / l,/ \ ' / /,�,,� e/,- i -''//.. -' /, - - 'i � - >"% /'/, �/ % i' „' -- - , / i'� -�_ � � � � i - -CWD __�-__ - -_\ -i -_ - _ 11 -�`� - \ I I ♦ 4 _ _ _ _� e \ /e/ / / , / //'/ .d - �' ' � � ''' '' '/ -' --' / / i iii'%,' /r /' / �// ,� '/ '/' /'/ /'r r � � _� --' -'---- - � y -- -'' - � � \� �� -_ ___ \\` � - �� \`�_ _-_-_ ' + �\ + / \` / + ,+! , ♦ �d -_� \� , , / ^ I rl r,•/ girl-/ ,/,� -,/ -_�' Tf3� -/ - - r/ _ / / CWD �\� _------ -r/,' =•�� I lI , � `\ LIMITS OF WOR - \ , —\ _ _ "\ \ \� \ .� _ rn - r r// -.• - "' - / r ' `\ - -'/ ---- -_-- _ CWD - \ ` \ �\ + \+, + /_ _ I ` \ I , / /,' / ,/` /,� � __ i%,/r/� ��/��$i gym• __ -- __ ` _ _� -_ // _ \\ / ,' ` 111'i�'� f I IN n ri'i- / '/ii y$�•_ — — ��^ /iii/ FJ- - - - - -"- (' \ \�7-_ I/ -�-/ - / _ __�\\ / ,`• / •/ --�/'---='_i/1!-_' �- '/ - '- - _ --- - - - -- "7 - / - _ - I , \ \ `\ /i �-%' //' /i - _ °!` - _ ./ -� �ENStr ++cCW- --�` .-�r / r /' - -----'2.\. `-----�� // � \ � � . � \ N '/ _ - _ ..\°TB�= -'' \ _ '_ 11 t / /, \ �:' / I t I t I e I I l r / / • / // // ,i/•/� _ - — — - -_- - - � �� / /%- �/ �� - -_ �7 ''h-(` �`� ` , ♦ ` � \ -. / -- - ` \ 1 ♦ /r \ \\,\ \ _ \ \ l , _ r \ t ' 11,\1 \ r / / / / ° , ' / ' l�rr// /�,/, / , // I / -'------/ - _ , 1, / /r II , / - 1 � - _ - - -- - - -- I -i��i - � - �\ - \� / /' \ `\ \ \ ♦ ♦\, \ \ I I/ Ilt 11,1 /' ��',y'G��'' \ I D °, l / 'f."' I //rr? / / / / - - - - - --_--- --- - -- ---- - ` , - , , /-' - _ \ I 1 8 I I \ ♦ \ r / ,lei\' / \� i / ' / / i t I I � \, 1, / t \ tl I 1 It \ 11 II 11.,\\ \ _/r///. /. . _ ��' ,\ /, //.', /I/ /,J !, t.: t //. .' •. DLL//4$�////'/.'', fi 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 REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR PLAN MAY BE APPROVED SUBJECT TO SITE INSPECTOR NO DISTURBANCE LIMITS OF DISTURBANCE SEQUENCE OF CONSTRUCTION. AND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTAL WORK AREA 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 ADJUSTMENTS THAT WILL MODIFY THE PROPOSED 2. DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULIC GRADING. CE CONSTRUCTION ENTRANCE _ TSD ANALYSIS AND DO NOT REPRESENT AREAS OF COUNTY STD. PAVE WASH RACK DISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USED 7. WORK WITHIN MITIGATION AREAS IS LIMITED TO FOR THE DENUDED PERVIOUS LAND AREA BASED ON MITIGATION SCOPE s SILT FENCE 3.05 OP SOIL/COVER CONDITIONS. MITIGATION AREA 3. REFER TO EROSION AND SEDIMENT CONTROL SSFXX SUPER SILT FENCE 3.05 DS NARRATIVE ON SHEET C500 FOR ADDITIONAL INFORMATION, COMPUTATIONS, AND DETAILS. 4. THE E&S CONTROLS ASSOCIATED WITH AN AREA OF CWD DD DIVERSION 3.12 TP WORK SHALL BE INSTALLED PRIOR TO STARTING WORK WITH THE ASSOCIATED DRAINAGE AREA SEE SHEET VESCH TEMPORARY SLOPE DRAIN 3.15 OUTLET PROTECTION 3.18 m 00 DEWATERING STRUCTURE 3.26 Q Z TP TREE PROTECTION ST SEDIMENT TRAP 3.15 TC - - - - - TURBIDITY CURTAIN C505FOR INFORMATION ON SUB AREAS. SB SEDIMENT BASIN 3.14 s 0 0 0 SILT SOCK 3.38 SCALE 1"=100' 0 100' 200' 3.27 TH O.F TT vv� IOE N U Lic. No. 048 60 Qo?ai8 �SSIONAL�\ M E O p � V N In N c w a/ E U. o^ w O Io � 1 62 J _Ili rp N •I �X O Lvul LL In _ � N =U �LLn H Q C Ln 01 O N >U ro a � rb J � F_ DATE 03102118 DRAWN BY 1. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE z W Q V J J 0 I� 0 U z > 0 LL U o z uz V W W C) W 0 � Q J W Q 0 3: C6 p z LL O W v , 0 0� Lu JOB NO. 40490 SHEET NO. C504 0 c a .N 7 U O d O c c3 EL 0O a O C7 m� z a, O O T @ O -0 c ry Cc N d U O� zN o� �Q 0- �� aw 2 Q. ry rn ro _ca U O axi o 00 0 N 0 0 O 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 OD N EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: U Le. No. � 1. NO MORE THAN 1,000 LINEAR FEET OF PATH MAY BE INSTALLED AT ONE TIME OR CAN BE 1. SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF ALL DISTURBED AREA 1. SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF ALL DISTURBED AREA. 048 60 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 02s18 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. SIONAL�� 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 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 TO Lu a; . PREVENT SOIL EROSION DOWNHILL OF THE AREA OF DISTURBANCE. � Q u- LL o w O ro c� W M TEE BOX COURSE Q J o z o (ADJACENT TO POND) CD rj (j W a < X O� Q � U I Q J oa Q" `n U o a'Ln w p Z O 0 FLOW FLOW 100' IN 1 ui ol O U CART PATH POND CWD OLij COURSE COURSE (ADJACENT TO POND) w 0 cvi o SF COURSE SS O o j SF D � Lij � - WIDTH WILL VARY , SSF O � co o 7 WIDTH TYPICAL \ CWD / CWD O p SSF FLOW 0P FLOW ] Q p OP IP IP O o z O DATE ,. /\ j \� :; ,� , ,.. •.; .' i•;.: :.: "• 4•.r''.•.; /\� \� 4" MIN. ".''�\00C000OM0fP0C:A0RCTE�,ET //'��0` /\Oi/// THOO Vl • ;.\:f; � •: % �i �FLOW — o }CWD 03102118 00P.A.. �:O;:;r O\�\ 0O;O/ CWD SF POND,\ DRAWN BY '�\�>�i 0-T � '�\0O: '�\0• ' I J. WILSON0�'0OOO O.'A/O. S+0UCBAGR OD0E \0O, \Oi RAD\ DESIGNED BY \\ \/ \ \\\\\000\\\\\\\\ SF CWD O 00\O\O\O\O\/\�\�\�\O\O\O\�\�\�\� A\O�O/X�/\��00�0�����0 �� �� �� O��O�\/ SF \ O SSF C. PENNETTI BOA\ O,�O��O,O SS SS SS O � CHECKED BY • C. PENNETTI • • SCALE • STREAMS & WETLANDS E&SC PHASING ADJACENT TO POND AREAS SUB -AREA DEVELOPMENT • 1. EXISTING POND CONDITION THE PROPOSED DEVELOPMENT IS NOT INTENDED TO BE ALL INSTALLATION OF PROPOSED A COURSE OR TEE BOX SHALL BE INSTALLED IN ACCORDANCE WITH 2. CONSTRUCTION ADJACENT TO POND / CONSTRUCT NEW COURSE PER PLAN CLEARED, DENUDED, AND GRADED IN A SINGLE PHASE. AS REVIEWED AND APPROVED BY THE SITE INSPECTOR AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE FOLLOWING STANDARDS: 3. STABILIZE NEW COURSE PER PLAN AND DETAILS 4. DRAIN AND DREDGE POND AND STOCKPILE ACCORDINGLY. E&SC MEASURES SHALL BE ENGINEER, THE DEVELOPMENT OF THE SITE WILL INCLUDE 1. SUPER SILT FENCE SHALL BE INSTALLED ON EACH SIDE OF ANY STREAM DIRECTLY ADJACENT TO INSTALLED TO PREVENT SOIL LADEN RUNOFF FROM ENTERING INTO THE POND. ADDITIONAL PHASES TO ACCOMMODATE CONSTRUCTION AREAS OF DISTURBANCE, PRIOR TO THE START OF ANY CONSTRUCTION UPSTREAM OF THE 5. REFILL POND BACK TO ORIGINAL DEPTH WITHIN SUB -AREAS OF THE SITE. A SUB -AREA IS DEFINED BY r ^ EXISTING STREAM. THE DRAINAGE AREA CONTROLLED BY A E&S MEASURE 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. (SUCH AS A SEDIMENT BASIN OR SEDIMENT TRAP) AND WILL GENERALLY CONSIST OF ONE OR MORE GOLF HOLE AREAS. _j Q 3. FOR NEW MITIGATION BUFFER AREA: INFLOW STREAM uj 3.1. INSTALL SILT FENCE ALONG TOP OF STREAM BANK 3.2. CONDUCT ALL WORK WITHIN MITIGATION BUFFER LIMITS SEQUENCE OF THE SITE DEVELOPMENT WITH SUB -AREAS IS CONSTRUCTION OPERATIONS U--I INTENDED TO ALLOW FOR 3.3. FLAG BUFFER LIMITS ACCORDINGLY &REMOVE SILT FENCE WHEN MITIGATION AREA IS I EX. COURSE EX. COURSE (DEMOLITION, CLEARING, GRADING, FINAL DEVELOPMENT) ✓ � � Q STABLIZED WITHIN A SUB -AREA TO PROGRESS BEYOND PHASE 1 E&SC Oo PRIOR TO ESTABLISHING PHASE 1 CONTROLS FOR THE o O CONSTRUCT ENTIRE DEVELOPMENT. / o C O O NEW \ \ \ \ COURSE THE WORK WITHIN A SUB -AREA WOULD BE REQUIRED TO EX. POND EX. POND \ MAINTAIN THE DRAINAGE DIVIDES THAT ESTABLISH THE Q > 2! \ \ 1 O SUB -AREA, AND MAY REQUIRE ADDITIONAL PERIMETER CONTROLS (SILT FENCE, CONSTRUCTION ENTRANCE, 46 Z O / DIVERSION DIKES, ETC.) AS APPLICABLE (SEE THIS SHEET U FOR REFERENCE OF ADDITIONAL CONTROL OPTIONS) - UNLESS THE ADJACENT SUB -AREA HAS ALSO PROGRESSED BEYOND PHASE 1 E&SC. O O U J z \ \ THE CONTROLS ADJACENT TO STREAMS, MITIGATION° •e ' o ® AREAS, PONDS, AND STREAM BUFFERS SHALL BE INSTALLED ® 'IN - Q < w w C G ^ �r FOR THE SUB -AREA PRIOR TO ANY DEMOLITION, CLEARING p°��' O m J.—II oo���o OR GRADING. a 0.o� � Q 0 OUTFLOW STREAM _ ., SUB -AREA GRAPHIC O W STREAM STREAM THIS GRAPHIC IS PROVIDED FOR CONTEXT. h e o (WITH MITIGATION) (WITHOUT BUFFER) WETLAND NEW COURSE NEW COURSE O � � 0 o z MITIGATION SSF 3 STABILIZE NEW STREAM STREAM COURSE � \�� 0 W r~^ V 1 ((W W W W EX. POND EX. POND 6 ° OO ,�/ W W W I 1 /j�� O00 � O O O iJj �. � • O e. O ° �� 0 W I�y�y�W O 0 p(� W W REFILL SF POND Oo-Qo a e WETLAND AREA FLAG BUFFER LIMITS SSF O o ° - \ SSF SSF O O • 00 SF SSF 4 00 ° 00 JOB N0. d 40490 DREDGE c0 0 00 SHEET NO. POND AND \ \ STOCKPILE \ 00 ,, 000 1 1 0 C505 o p o 0O 0 N O w co 0 a Z5 a co C 0 ° ° o co co a L_ TH O.F �OD N U Lie. No. 048 60 CONSTRUCTION OF A SILT FENCE ��02 PIPE OUTLET CONDITIONS SILT FENCE CULVERT INLET SEDIMENT BASIN IS' CHEMA TI C (WITH WIRE S UPPOR T) �SSIONAL A A PR 0 TE C TION ELE VA. TION►S' 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 SPILLWAY Mo EE DESIGN HIGH WATER U ado (25-YR. STORM ELEV.) N d MIN. 1.0' > E - - - - - - - 0.5' �_ ai E LU PIPE OUTLET TO FLAT - /- I � MIN. 1.0' W > AREA WITH NO DEFINED TOE OF FILL CULVERT CHANNEL I 1~ RISER CREST C II / l / Q LL PLAN VIEW 67 C.Y./ AC. , .. DEWATERING 4 ( I I p LL o DRY STORAGE '.�' DEVICE -� l(I �� II -� `11 II C�tj W r ll _ _ - _O 67 C.Y./ AC. a o N L a STORAGE ===6 - V1 rja III zA %X U 0 w - - - - - - SEDIMENT CLEANOUT POINT -I1�1 Z - 7 (" WET "STORAGE REDUCED FLOW III _ III - p = TO 34 C.Y./ ACRE) 4" U � �D p Q to - SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER TOE OF FILL C: Ln rn '-' ° 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE U w A SILT FENCE ° ° ° ° DESIGN ELEVATIONS WITH FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. a � W * DISTANCE IS 6' MINIMUM IF FLOW EMERGENCY SPILLWAYCD LU IS TOWARD EMBANKMENT A 3do (MIN.) O U FLOW DESIGN HIGH WATER , o do * (25-YR. STORM ELEV.) MIN. 2.0' 1 "' O OPTIONAL ►S'TONE C011'VIBINA TION MIN.3.0'r' _ � PIP OUTLET W � E 0 TLE TO WELL I� J MIN. 0.5 I I W DEFINED CHANNEL MIN. 1.0'•. II O / �/ i' 6::;;y0-1 PLAN VIEW 67 C.Y./ AC. T .........'.'.'.'.'T.'.. ...:.'.'. " DRY STORAGE 1- L ................. FLOW j aRISER CREST I I w w - �- ~ ti Q 67 C.Y./ AC. = Q _ _ 0 % WET STORAGE DEVICE IIIIIII II Q \ �' 11II FLOW ^ z O d - 2.5' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. O SECTION A -A SEDIMENT CLEANOUT POINT > DATE FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER FILTER FABRIC 03102118 NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION DESIGN ELEVATIONS WITHOUT O BASKET, OR CONCRETE. . } DRAWN BY 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP EMERGENCY SPILLWAY _ TO REPLACE SILT FENCE IN "HORSESHOE "WHEN 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 • C. PENNETTI Sherwood & Wyant • CHECKED BY • C. PENNETTI THE EROSION AND SEDIMENT CONTROL DETAILS SHOWN WITHIN THIS PLAN SET ARE INTENDED TO PROVIDE A • 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 L/) STONE 70' AKIN. (WITHOUT WIRE S UPPOR T) J CONSTRUCTION H ACCESS 3" SM-2A ASPHALT -0? 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH _ vARIABLE Q COURSE EXISTING UPSLOPE ALONG THE LINE OF w _ STAKES. 10% SETTLEMENT 11' PAVEMENT � ORIGINAL AR IAB LL "�* -.. :: ,•:;=- -_I t. 6'MAX. 0.3' FREE BOARD GROUND ELEV. U) W ♦ ♦ � ' I-'` ---J � � •� 1 1 1 1 1.0' Q `:I N. 2 1 A .AGGRcGAI _ L3ASE T 67 CU. YD./ACRE * J DESIGN FLAW DEPTH VARIABLE N PROFILE �---- ' ��� IIII - - 0 Q oC 67 CU. YD./ACRE 4' MAX. r 1 70' M'N. / _ v STONE �- �- (EXCAVATED) FLOW a CONSTRUCTION TYPICAL PARABOLIC DIVERSIONFILTER CLOTH ORIGINAL GROUND ACCESS WASHRACE z ELEV. Q 4 z U 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT *SEE PLATE 3.13-1 COARSE AGGREGATE** CLASS z RIPRAP Q EXISTING O r 2% PAVEMEN-1 TO STAKES AND EXTEND THE EXCAVATED SOIL. 10% SETTLEMENT U L ¢ IT INTO THE TRENCH. /� ® p 12 �` MIN.* 0.3' FREE BOARD 1 1 1 1 C R O E C T O V �ll O OUTLET J f DCII ESIGN MW DEPTH (A Q C *h`US- EXTEND FULL WIDTH POSITVI DRAINAGE j F,.s j - CLASS E RIPRAP m III G OF INGRESS AND EGRESS TO SEDIMENT ^:'.?a: yy - - mi OF v LENGTH (IN FEET) = Q J TRAPPING D` VIC F � � (INXAC DRAINAGE AREA Q Q OPERATION - IIII ' _ �� IIII _LU PLAN r - /�,% �,.�t..;.. _ � TYPICAL TRAPEZOIDAL DIVERSION DIVERSION r ^ FLOW 66 12' +riv. ` POSIT`VE DRAINA-'J III _III _ II I Q 2 TO SEDIMENT SHEET FLOW INSTALLATION 10% SETTLEMENT-,,, I FAA 'PING DEVICE (PERSPECTIVE VIEW) - _-'--'.-.,•.: r+?r- -f.-r..--�.+---i- ..'�•'+.T•o-' ram_ .Y 0.3' FREE BOARD 1 1 I I I) 1 / m H� EILTE;� CLOTH ♦ " FLOW DESIGN FLAW DEPTH I �/ / �- �- �_ �= 1..1..1 ' 0 A 3 � A � l ' �j � � � � �J J SECTION A -A B �\ - AGGREGATE**/ O �j \\illWillwilillWilli WilliwillillWilliwillilluililillCOARSE EXCAVATED FILTER CLOTH �� w 1111111111111I1 «'atei' tap of 1 lllcll lllllst be 111 t;llleil 4V1t11 A 111111i11111111 1 ll1C11 �}811CtiC1� � \\ AREA -__�� whutoff"; ah-e supplying a wash llo"e with a +Ilmlleter of I ; 111che fI- adequate I \ colISt311t pr0ssuWas h sh wat01 IIIUSt be C,1111ed away fi-oill the entrallce to aII � TYPICAL VEE-SHAPED DIVERSION approved settWl, ai'ea to 1e111ove ,-4e(lllllellt: All seilllilellt 4iall be 1-}levelited frolil "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 elltelnl-� 4to17I1 drains, clltche;� or 44atercour4e . POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION OUTLET (P E R S P E C T 1 V E V l E) PAVED WASH RACK (FRONT ELEVATION) NO SCA f 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 JOB NO. 40490 SHEET NO. C506 TURBIDITY C SIR TAIN TYPICAL LAYOUTS: STREAMS, PONDS & LAKES (PROTECTED & NON -TIDAL) STREAM FLOW ANCHOR PTILINE STAKE OR ANCHOR, EVERY 100' (TYPICAL) SHO FILL AREA LIMIIYP,*CONSHORELINE DITY ANCHOR PT. CURTAIN * THIS DISTANCE IS VARIABLE TIDAL WATERS AND/OR HEAVY WIND & WAVE ACTION FLOOD EBB PROPOSED TOE J OF SLOPE P GO EXISTING �yF �— CAUSEWAY ANCHOR & ANCHOR BUOY SHORELINE �� BARRIER MOVEMENT SHORELINE ANCHOR PT. DUE TO TIDAL CHANGE ANCHOR PT. * THIS DISTANCE IS VARIABLE ® FILL AREA TEYPORARY SLOPE DRAIAV EARTHEN DIKE PROVIDE INLET CORRUGATED METAL (COMPACTED) PROTECTION EXTENSION COLLAR A �( WATERPROOF SEAL 24:1 1 A IMF I D D+s" PROVIDE OUTLET — q PROTECTION _— STANDARD FLARED END SECTION Wi III SECTION VIEW NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS EARTHEN DIKE (COMPACTED) 3:1 D+6" SECTION A - A SOURCE: ADAPTED FROM FLORIDA PLATE. 3.27-3 SOURCE: VA. DSWC PLATE 3.15-1 DEPARTMENT OF TRANSPORTATION ROAD AND DESIGN SPECIFICATIONS 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. SILT SOCK DETAIL (OR APPROVED ALTERNATE) BLOWN/PLACED FILTER MEDIATM WORK AREA 12" MIN WATER FLOW 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. — FILTREXX® SOXXTM (12" TYPICAL) BE PROTECTED SECTION NTS 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. AREA TO BE PROTECTED FILTREXX® SOXXT"' (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 O.F JOD N U fie. NO. 048 60 �SSIONAL ��1 M E 0 o M U N N f__ > E w E Lu QH w 0 w o w O f - lc� l!J L M Q J U co w J —� d (A p N U lL N O�X rn w o _ N N = U > Lr, a c:Ln rn O N U� 0 M 0- co J CD Lu DATE 03102118 DRAWN BY J. WILSON DESIGNED BY C. PENNETTI CHECKED BY C. PENNETTI SCALE U) J W Q (n w J o O U LL>z J O O�U o C� w z J �w Q W O co J Q O<lw od � z 00 O O w JOB NO. 40490 SHEET NO. C507 L