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Home My WebLink AboutWM0100519_Monitoring Well Construction Application_20220830209021102100GATEGATEGATEGATELPLPW W W W W W W W W W W W W E E E E EEEMGATEGATEGATEGATEX X X X X X X X XXXXXW W W W W W W W W W W W W G R A V E L G R A V E L INTERSTATE 26 CASE, ALVIN JOSEPH9643-56-4993-00000GREEN, GAIL9643-56-3931-00000PZ-1PZ-2PZ-3PZ-4PZ-5PZ-6MW-1MW-1AMW-2AMW-5INC-1MW-6MW-7MW-8PZ-2SPZ-3DPZ-73H:1V (MAX)N 636000E 945000E 945500E 944500N 636500C9C9B9B9AREA 1 EAST FILL211021202130214021502110210821122114211621182092209420922100201341114121212511EXISTINGFENCE LINEPROPERTYBOUNDARY(NOTE 6)REVIEW BOUNDARY (NOTE 7)TOPOGRAPHIC SURVEYLIMIT (NOTES 2 AND 3)NORTH SLOPEPERMANENT CAP TIE-IN40-mil LLDPE GEOMEMBRANEANCHOR TRENCHTOPOGRAPHIC SURVEY LIMIT(NOTES 2 AND 3)NORTH SLOPETOP DECK BERMPERMANENT CAPSYSTEM ON SIDESLOPE (TYP)ANCHOR TRENCH ATSTEEP SLOPESPROPOSED RIP RAPBUTTRESSPROPOSED ACCESSDRIVESTORMWATERDIVERSION SWALELINERTERMINATION ATPIEZOMETER(TYPICAL) (TYP)EAST STORMWATERPOND26142414ROCK DRAIN23141913SECURITY FENCE WITHMOW STRIP (GREATERTHAN 4-FT COVER)1813SECURITY FENCE WITHMOW STRIP (LESSTHAN 4-FT COVER)A9A9EMERGENCYSPILLWAY210EAST STORMWATERPOND HDPE RISEREMERGENCYSPILLWAY310310WESTSTORMWATER POND2.5H:1 V 3H:1V3H:1V3H:1VCOMPLIANCE BOUNDARY(NOTE 7)CULVERT21022104 2106 EAST POND PRINCIPALSPILLWAY CULVERTROCK DRAIN23142915WEST POND PRINCIPALSPILLWAY CULVERT2915111216121012ANCHOR TRENCH ATPERIMETER FILL LOCATION( #275 LINEAR FEET)ANCHOR TRENCH ATPERIMETER SWALE(#898 LINEAR FEET)PERMANENT CAPSYSTEM TOE DRAIN(#988 LINEAR FEET)SUBGRADE DRAINAGECORRIDOR (TYP)1512DOWN DRAIN PIPESECTION (TYP)8113H:1V3H:1V3H:1V 3H:1V3H:1V3H:1V 3H:1V3015RD 4 OUTLETSTABILIZATIONSTRUCTUREEASTCHANNEL 1EAST CHANNEL 23015RD-1 / RD-3 OUTLETSTABILIZATION STRUCTUREWEST CHANNEL 3WEST CHANNEL 23H:1V2013WEST CELL LINERTERMINATION3716BARBED WIRE DITCHTREATMENT FORCROSSING AT DITCH2714271427142714RELOCATED MONITORINGWELL MW-2B21002110 2120 2130 2140 214021422144214621482140215021422144214621482120213021402130 2140 2150 21002100210021062098EDGE OF CAPMARKER (TYP)(NOTE 12)F1EDC23BA1234567854678FEDCBAPROJECT:SITE:TITLE:APPROVED BY:REVIEWED BY: DRAWING NO.:OFDRAWN BY:DESIGN BY:CHECKED BY: FILE:PROJECT NO.:DATE:SIGNATUREDATEDECEMBER 2020GC7177DATEREVAPPDESCRIPTION DRN1300 SOUTH MINT STREET, SUITE 300CHARLOTTE, NC 28203 USAPHONE: 704.227.0840NC LICENSE NO.: C-3500MFABRIZIO - 11-Dec-20 - 11:47 AMK:\_PROJECTS\D\DUKE ENERGY\ASHEVILLE AIRPORT\CONCEPTUAL CAP DESIGN (GC6463.08)\DWG\GC6463.08P060OF NC, PCCSJMAFCSJVMDCSJGC6463.08P060PERMIT DRAWINGSAREA 1 PROPOSED CAP DESIGN16FOR REVIEW PURPOSES ONLYPERMIT DRAWINGS - NOT FOR CONSTRUCTIONASHEVILLE REGIONAL AIRPORTFLETCHER, NORTH CAROLINA12/14/20201CSJREVISED TO ADD 3-FT MINIMUM COVER ON TOP AND SIDE SLOPES MJFFINAL GRADING PLAN I6050'100'SCALE IN FEETNMATCH LINE DRAWING 7NOTES:1. COORDINATES PROVIDED IN NORTH CAROLINA STATE PLANE INTERMS OF NORTH AMERICAN DATUM OF 1983 (NAD83) ANDELEVATIONS IN TERMS OF FT NORTH AMERICAN VERTICAL DATUMOF 1988 (NAVD88).2. TOPOGRAPHIC CONTOURS PROVIDED BY MCKIM AND CREEDBASED ON SURVEYS DATED 4 OCTOBER 2017 AND 1 NOVEMBER2017.3. SURVEY INFORMATION OUTSIDE THE LIMITS OF THE MCKIM ANDCREED SURVEYS PROVIDED BY AERIAL PHOTOGRAPHY FLOWN 11DECEMBER 2009 AND GROUND CONTROL SURVEYS PREPARED BYSANBORN, LLC (UNKNOWN DATE).4. PROPERTY BOUNDARY DELINEATED FROM SANBORN, LLC ANDSHALL BE CONFIRMED BY THE CONTRACTOR.5. LIMITS OF CCR SCALED FROM HISTORICAL DOCUMENTS, SHOULDBE CONSIDERED APPROXIMATE, AND SHOULD BE FIELD VERIFIED.CONTRACTOR SHALL NOT INSTALL ANCHOR TRENCH WITHOUTCOMPLETION OF CCR DELINEATION.6. PROPERTY LINES OBTAINED FROM BUNCOMBE COUNTYGEOGRAPHIC INFORMATION SYSTEM (GIS) ON 25 JULY 2018.7. REVIEW AND COMPLIANCE BOUNDARIES PROVIDED BY SYNTERRACORPORATION ON 16 JULY 2018.8. STREAM LOCATIONS DOWNLOADED FROM CITY OF ASHEVILLE GISHYDROGRAPHY DATA SET ON 4 SEPTEMBER 2018.9. CONTRACTOR SHALL REMOVE AND REPLACE EXISTINGSECURITY/WILDLIFE FENCE AND MOW STRIP DURINGINSTALLATION OF THE PERMANENT CAP SYSTEM.10. FENCE LINE FROM DRAWINGS OBTAINED 17 SEPTEMBER 2018FROM AVCON, INC. OF CHARLOTTE, NC.11. WETLANDS OBTAINED FROM THE U.S. FISH AND WILDLIFE SERVICENATIONAL WETLANDS INVENTORY GEOGRAPHIC INFORMATIONSYSTEM (GIS) DOWNLOADED ON 11/8/2020. REVISED WETLANDDELINEATION IS ONGOING AT THE TIME OF THIS DRAWING ANDWILL BE UPDATED PRIOR TO CONSTRUCTION IF NEEDED. IMPACTSTO WETLANDS, IF ANY, WILL BE PERMITTED BY THE PROPERTYOWNER AS REQUIRED BY APPLICABLE STATE AND FEDERALREGULATIONS.12. THE EDGE OF CAP MARKERS SHALL BE PLACED ON 100-FT(MAXIMUM) INTERVALS, AND WHERE INDICATED, TO DELINEATETHE CAP BOUNDARY. THE MARKERS SHALL BE 4"X4"PRESSURE-TREATED TIMBER POST (OR APPROVED EQUIVALENT)SHALL EXTEND 2 FT (MIN) ABOVE GROUND AND BE PAINTEDYELLOW.AREA 1 WEST FILL750.9PROPERTY (APPROXIMATE) (NOTES 4 AND 6)REVIEW BOUNDARY (NOTE 7)COMPLIANCE BOUNDARY (NOTE 7)TOPOGRAPHIC SURVEY LIMIT (NOTES 2 AND 3)LIMIT OF CCR (APPROXIMATE) (NOTE 5)STREAMS (NOTE 8)WETLANDS (NOTE 11)FENCE LINE (NOTES 9 AND 10)WATERTREE LINEBRUSH LINEEXISTING ELEVATION CONTOUREXISTING SPOT ELEVATIONPOWER POLERUNWAY LIGHTLIGHT POLESIGNPOSTGPS CONTROL POINTDROP INLET / CATCH BASINDRAINAGE STRUCTUREDRAINAGE OUTLET HEADWALLEXISTING WATER LINEHYDRANTPIEZOMETERMONITORING WELLINCLINOMETERPROPOSED FINISH GRADE CONTOURPROPOSED GRADING BREAKLINEPROPOSED DRAINAGE FLOW ARROWPROPOSED RIP RAP BUTTRESSPROPOSED 40-mil LLDPE ANCHOR TRENCHPROPOSED SPOT ELEVATIONPROPOSED STORMWATER DRAIN PIPEPROPOSED WILDLIFE FENCEPROPOSED ROCK DRAINPROPOSED EDGE OF CAP MARKER (NOTE 12)2145LEGENDPZ-2MW-32145YHDW2145.6DOWN DRAIN PIPESECTION (TYP)811DOWN DRAIN PIPE INLETAT TOP DECK DRAINAGETERRACE (TYP)7112814TOP DECK ACCESS ROADCULVERT CROSSING(TYP)20-FT WIDEPERMANENT DOUBLESWING GATE36162514TOP DECK ACCESSROAD (TYP)VEGETATION (TYP)40-mil LLDPEGEOMEMBRANEPROTECTIVE SOIL LAYERCCREXISTING SOIL CAPVEGETATIVE SOILLAYEREXISTINGGROUND(APPROXIMATE)GRADING KEYNOT TO SCALEGRADES SHOWN THIS SHEET6"3' (MIN)6" (MIN.)11 December2020SIGGGGGGGGGGGGNATURE MW-1-A1 2089.58 MW-6-A1 2095.53 MW-7-A1 2118.31 MW-8-A1 2134.16 MW-9-A1 2141.89 MW-1A-A1 2093.08 MW-2A-A1 2102.66 MW-4A-A1 2134.25 MW-5-A1 2115.41 2110 2100 2090214021302120 1. GROUNDWATER ELEVATIONS ARE BASED ON WATER LEVELS COLLECTEDAPRIL 4, 5, AND 6, 2022. 2. LOCATION OF WELL MW-1-A1 TAKEN FROM GEOSYNTEC DRAWING ("INSTRUMENTATION ANDMONITORING WELL LOCATIONS", MAY 2020). OTHER WELL LOCATIONS, COAL COMBUSTIONPRODUCTS LIMITS, REVIEW BOUNDARY AND COMPLIANCE BOUNDARY TAKEN FROM S&MEDRAWING ( "GROUNDWATER FLOW MAP STRUCTURAL FILL", DECEMBER 12, 2010). 3. ALL BOUNDARIES ARE APPROXIMATE. 4. AERIAL PHOTOGRAPH OBTAINED FROM NC ONE MAP GEOSPATIAL PORTAL AThttp://data.nconemap.com/geoportal/catalog/raster/download.page ON OCTOBER 7, 2020. AERIALCOLLECTED ON JANUARY 1, 2019. 5. DRAWING HAS BEEN SET WITH A PROJECTION OF NORTH CAROLINA STATE PLANE COORDINATESYSTEM FIPS 3200 (NAD83). FIGURE 5GROUNDWATER CONTOUR MAPSTRUCTURAL FILL - AREA 1QUARTERLY WATER QUALITY MONITORING REPORTAPRIL 2022 SAMPLING EVENTGREATER ASHEVILLE REGIONAL AIRPORT AUTHORITYFLETCHER, NORTH CAROLINA DRAWN BY: C. WYATT CHECKED BY: R. BADUMREVISED BY: C. WYATT DATE: 06/25/2022 (IN FEET) DATE: 06/25/2022APPROVED BY: K. FERRIPROJECT MANAGER: K. FERRI DATE: 06/25/2022 DATE: 06/09/2022 www.synterracorp.com 125 0 125 250GRAPHIC SCALE NOTES: CONCRETE HEADWALL CULVERT EXISTING WETLANDS ACCESS ROAD INTERSTATE 2 6 INTERSTATE 26 MW-1A-A1 MW-4A-A1 MW-1-A1 LEGEND REVIEW BOUNDARY MONITORING WELL BACKGROUND MONITORING WELL MONITORING WELL - WATER LEVEL ONLY COAL COMBUSTION PRODUCT LIMITS REVIEW BOUNDARY COMPLIANCE BOUNDARY PROPERTY BOUNDARY GROUNDWATER FLOW DIRECTION INFERRED GROUNDWATER LEVEL CONTOUR AREA I 60" RCP