NCG020935_Fields Road Mine Plans_20180808

C1 COVER SHEETC2MINE SITE LAYOUT PLANC3DRAINAGE AREA MAPC4MINE MAPC5RECLAMATION PLANC6EROSION CONTROL NOTESC7-9EROSION CONTROL DETAILSC10-11CALCULATIONSAUGUST 2018SHEET INDEXLOCATION MAPSCALE: NTSSITE DEVELOPER/OWNERproject no. 2018-2File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018 FIELDS ROADABJ INVESTMENTS LLC.P.O. BOX 361FAYETTEVILLE, NC 28302MANAGER: BRIAN RAYNORPHONE: [phone]RAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail]
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-3008PLANS BY: CUMBERLAND COUNTY, NORTH CAROLINAPXS JOB # 050118 SITEAGENCY REVIEW ONLYNOT FOR CONSTRUCTIONWILMINGTON HIGHWAYFIELDS ROADFIELDS ROAD MINEJOHN DEERE ROADIN
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EINTIAL PIT20.0 AC50' MIN UNDISTURBED BUFFER (TYP)50' VEGETATIVE BERM (TYP)H=6.25 FTW=50 FTSIDE SLOPES= 4:1PROPERTY/PERMIT BOUNDARY (TYP)PER 4DSITE SOLUTIONS SURVEYMAY 29,2018103.9 AC +/-100' MIN UNDISTURBED BUFFER (TYP)FUTURE30' WIDE SITE ACCESS (TYP)GRANTSBORO ROAD (TYP)NEW LOCATION30' WIDE TYPICAL SECTION60' WIDE ACCESS EASEMENT50' MIN UNDISTURBED BUFFER (TYP)200' MIN CREEKTO EXCAVATION SEPERATION (TYP)PER ZONING ORDINANCE SECTION 919-EEXISTING EXCAVATION AREA (TYP)ISOLATED WETLANDS (W1)PER WETLAND SOLUTIONS, LLC.WETLAND & STREAM DETERMINATIONCLARK, DAVID BENJAMIN & WIFEPIN: 0444-65-0815CLARK, DAVID B & WIFE PATRICIA WPIN: 0444-56-8348WILLIS, JAMES SCOTT & WIFE ADRIANA MPIN: 0444-56-5730STARLING, SUSAN BARBOURPIN: 0444-56-4894MCFAYDEN, DANIEL GREGORYPIN: 0444-56-4938 WHEATLEY, ALFREDPIN: 0444-57-3190WATTS, PHILLIP & WIFE LINDAPIN: 0444-57-3502WRIGHT, ED & HEIRSPIN: 0444-69-2677TAYLOR, ROBERT LEWISPIN: 0444-60-7435SIMMONS, CAROL CPIN: 0445-60-1894HORNE, ALTON JRPIN: 0445-60-7891SIMMONS, DAVID SPIN: 0445-70-0889SIMMONS, CAROL CPIN: 0445-70-2989SIMMONS, DAVID SHELTONPIN: 0445-70-4937 HORNE, CATHY RPIN: 0445-71-7018 PIRINGER, BERTHALIFE ESTATEPIN: 0445-81-0130TAYLOR, ROBERT LEWISPIN: 0445-81-2210HORNE, EVELYN C HEIRSPIN: 0445-81-2460HORNE, CARL KPIN: 0445-81-0232TAYLOR, KYLE& WIFE KIRAPIN: 0445-81-0433HORNE, WILLIAM K& WIFEPIN: 0445-71-7305HORNE, ALTON JR& WIFE CHRISTY LYNNPIN: 0445-71-2291SIMMONS, CAROL CPIN: 0445-71-2207SIMMONS, CAROL CPIN: 0445-61-9282TAYLOR, ROBERT LOUIS& WIFE SONJA MPIN: 0445-70-2197FIELDS, KAREN EPIN: 0445-61-7607HORNE, MARGARET CPIN: 0445-81-6862SANCHEZ, LUIS A& WIFE MIRIAMPIN: 0445-80-8907P T E INCPIN: 0445-91-1411P T E INCPIN: 0445-91-3014P T E INCPIN: 0455-10-1722PNC BANK N APIN: 0455-00-3328VANN,
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CULLISON, HAROLD ADRIAN& WIFE MARILYN BROWNPIN: 0445-90-4190P T E INCPIN: 0444-99-3918DEVAULT, BILL E& WIFE BETTY JPIN: 0444-99-5598DEVAULT, BILL E& WIFE BETTY JPIN: 0444-99-7771DEVAULT, BILL E& WIFE BETTY JPIN: 0444-99-8974ALP
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FOWLER, DELLA EPIN: 0454-09-5603FOWLER, DELLA EPIN: 0454-09-5603FOWLER, DELLA EVANSPIN: 0454-06-6792CAVINESS, WILLIAM ROBERT & WIFEPIN: 0444-75-1269ROBINSON, JUDY BUTLERPIN: 0444-64-4644FUTURESCALE HOUSE/OFFICE (TYP)SCALESSEE INSET "A"BLUE LINE STREAMPER USGS MAPPROPOSED 50' STREAM BUFFER (TYP)50' FROM STREAM BANK50' MIN UNDISTURBED BUFFER (TYP)AFFECTED AREA (TYP)29.2 AC +/-STREETSCAPE (TYP)SHADE TREE 50 FT SPACINGLOCATION FOR PLANNING PURPOSES ONLYSEE LANDSCAPE TABLEWRIGHT, ED HEIRSPIN: 0444-68-7831CARLSON, AXEL ROBERTPIN: 0444-79-6478CATLETT, JOSEPH NEWTON JRPIN: 0444-67-5703PIT EXPANSION AREA21.8 ACPIT EXPANSION AREA22.0 AC30' WIDE SITE ACCESS (TYP)W/GATEFUTUREPLANT SITE2.0 ACPERENNIAL STREAM (TYP)PER WETLAND SOLUTIONS, LLC.WETLAND & STREAM DETERMINATIONFUTURE50' VEGETATIVE BERM (TYP)H=6.25 FTW=50 FTSIDE SLOPES= 4:1FUTURE50' VEGETATIVE BERM (TYP)H=6.25 FTW=50 FTSIDE SLOPES= 4:1EXISTING GRANTSBORO ROAD (TYP)TO BE RELOCATEDUN-OCCUPIED HOUSE190 FT FROM PITOCCUPIED HOUSE180 FT FROM PITOCCUPIED HOUSE353 FT FROMULTIMATE PITOCCUPIED HOUSE493 FT FROMULTIMATE PITOCCUPIED HOUSE341 FT FROMULTIMATE PITCELL PHONE TOWER402 FT FROMULTIMATE PITSCALESSCALE HOUSE/OFFICE6.0'20.0'24.0'9.0'H.C. SIGN10R=45.0' (TYP)30.0' WIDE ACCESS ROAD (TYP)GRAVELTURN DOWN SIDEWALK (TYP)HANDICAP RAMP (TYP)FIELDS ROADR=45.0' (TYP)GRANTSBORO ROAD (NEW LOCATION)115.0'ASPHALT/CONCRETE PAVEMENT (TYP)HEAVY DUTY10.0' MINFile: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
MINE SITE LAYOUT PLANC21"=300'Drawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONLEGENDCONDITIONAL USEPERMIT BOUNDARYPHASE LINE10-YR PITBUFFERPLANT SITEAFFECTED AREACREEKBERMG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail]3000300600900Scale: 1" = 300'INSET "A"TYPICAL SITE ENTRANCE & SCALE HOUSE/OFFICE W/PARKING SCALE: 1"=100'GENERAL NOTES:1.EXISTING TOPO IS STATE LIDAR FROM CUMBERLAND COUNTY GIS DATA.2.STREAM AND WETLAND LOCATIONS BASED ON USGS MAPPING AND FIELD VISIT PER WETLAND CONSULTANT. STREAM ANDWETLAND DETERMINATIONS PROVIDED BY WETLAND SOLUTIONS, LLC. PER WETLAND CONSULTANT'S DETERMINATION ALLPOSSIBLE WETLAND DISTURBANCES WILL BE ADDRESSED IN THE FUTURE EXPANSION AREA. A FUTURE MINE PERMITAMENDMENT WILL ADDRESS THE FUTURE EXPANSION AREA DISTURBANCES TO BE PERMITTED THROUGH NCDWQ AND ARMYCORP. OF ENGINEERS.3.ALL EXCAVATIONS ARE SHOWN TO BE MINIMUM 200 FT FROM ALL STREAMS PER SECTION 919 QUARRY OF THE CUMBERLANDCOUNTY ZONING ORDINANCE.4.SITE TO BE RECLAMATED TO MEET CUMBERLAND COUNTY SECTION 919 QUARRY AND THE NCDEQ MINE PERMIT RECLAMATIONBOND REQUIREMENTS. SEE PHASE RECLAMATION PLANS.5.AS PART OF THE NCDEQ MINE PERMIT THE OWNER IS REQUIRED TO BOND THE RECLAMATION OF THE TOTAL PROJECT BASED ONTHE STATE MINING PROGRAM REQUIRED AMOUNTS.6.THE TEMPORARY ERECTION AND OPERATION OF PLANTS AND EQUIPMENT SHALL COMPLY WITH THE DISTRICT DIMENSIONALREQUIREMENTS OF THE M(P) ZONING DISTRICT.7.DUST SUPPRESSION ON ACCESS ROADS AND PLANT SITE SHALL ME THE STANDARDS SET FORTH IN THE NCDEQ MINE PERMITAND SECTION 919 QUARRY OF THE CUMBERLAND COUNTY ZONING ORDINANCE.8.A PROPOSED 50 FT BUFFER (100FT ALONG FIELDS ROAD) MINIMUM UNDISTURBED BUFFER WITH AN ADDITIONAL 50 FT WIDE x 6.25FT HIGH VEGETATED BERM FOR A TOTAL OF 100 FT MIN BUFFER BETWEEN THE EXCAVATION AND PLANT SITE AREAS AND ANYADJOINING PROPERTY BOUNDARY.9.EXISTING TREES ALONG FIELDS ROAD AND I-95 TO BE USED IN LIEU OF NEW PLANTING IF THEY MEET SHADE TREEDESCRIPTION/REQUIREMENTS.10.ALL SCREENING AND STOCKPILES TO BE WITHIN THE INITIAL PIT. SCALE HOUSE AND SCALES WILL NOT BE UTILIZED UNTILFUTURE EXPANSION. AN AMENDMENT TO THE MINE PERMIT IS TO BE SUBMITTED TO INCLUDE ANY FUTURE AREAS IN THEAFFECTED AREA. PROPOSED MINING AREASINITIAL PIT 20.0 ACTAILINGS/SEDIMENT PONDS 1.8 AC(WITH IN INITIAL PIT)STOCKPILES 1.0 AC(INCLD IN INITIAL PIT)OTHER MISC. AREA 8.0 AC(BERMS, TEMP. DIVERSIONS, ETC.)AFFECTED AREA 29.2 ACFUTURE PLANT SITE 2.0 ACFUTURE EXPANSION AREA 43.8 ACVEGETATIVE AREA 28.9 ACNATURAL AREATOTAL ACTIVE PERMIT AREA 103.9 ACREQUIRED PLANTINGSSPECIESCOMMON NAMETOTALLARGE TREERED MAPLE/PIN OAK42NCDOT NOTES:1.THE PROPOSED GRANTSBORO ROAD EASEMENT HAS BEEN DEDICATED PER EXISTING PARCELS RECOMBINATION PLAT.2.THE EXISTING GRANTSBORO ROAD IS TO BE FULLY REMOVED INCLUDING CULVERT IN NCDOT DITCH SECTION. SITE SHALL NOTBE ACCESSIBLE FROM THIS POINT ONCE THE NEW LOCATION IS INSTALLED.3.GRANSTBORO ROAD TO BE PAVED OR CONCRETE PAVEMENT FROM NDCOT EDGE OF PAVEMENT TO A MIN OF 10 FT PAST PLANTSITE ENTRANCE.4.APPROPRIATE 30X70 SITE TRIANGLES PER NCDOT REQUIREMENTS SHALL BE MAINTAIN AT GRANTSBORO ROAD AND FIELDSROAD INTERSECTION.
889092929088948684828490868882788684868892DA # 1 SB8.8 +/-DA # 1 SB16.4 +/-909080File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
DRAINAGE AREA MAPC31"=200'Drawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail]2000200400600Scale: 1" = 200'
889092929088948684828490868882788684868892FIELDS ROADI
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SF SFSFSFTOPSOIL STOCKPILETD #2TD #1TD #3TD #4TEMPORARY SK #1TEMPORARY SB #2AFFECTED AREA (TYP)29.2 AC +/-SILT FENCE (TYP)SILT FENCE OUTLET (TYP)PD #6PD #5TD #4 & 5HIGH POINTPIT EXPANSION AREA21.8 ACCONSTRUCTION ENTRANCE30'x100'S
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SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPIT EXPANSION AREA22.0 ACFUTUREPLANT SITE2.0 ACCULVERT #160LF 18" RCP @ 2.8%909080POINT SOURCE DISCHARGE #2/$71ƒ
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N: 449371.8807'E: 2047844.6377'MAX FLOW=5.4 CFS30FT WIDE SITE ACCESS (TYP)W/GATEFile: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
MINE MAPC41"=200'Drawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail] SEQUENCE MINING ACTIVITYPHASE 11.PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES CONTACT NCDEQ LAND QUALITY SECTION [phone].2.INSTALL CONSTRUCTION ENTRANCE ON FIELD ROAD.3.INSTALL SILT FENCE ALONG RELOCATED GRANTSBORO ROAD PER PLAN WITH SILT FENCE OUTLETS.4.INSTALL SILT FENCE BELOW ALL DISTURBED AREAS WITH SILT FENCE OUTLETS PER PLAN.5.INSTALL SKIMMER BASINS. STABILIZE AND SEED ALL SLOPES IMMEDIATELY. ONLY CLEAR AS NECESSARY TO INSTALL BASINS. MAINTAINSILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL GOOD GROUND COVER IS ESTABLISHED.6.INSTALL TEMPORARY DIVERSIONS. STABILIZE AND SEED ALL SLOPES IMMEDIATELY. ONLY CLEAR AS NECESSARY TO INSTALLDIVERSIONS. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL TEMPORARY/PERMANENT LINING, AND GOODGROUND COVER ON FILL SLOPES IS ESTABLISHED.7.INSTALL SILT FENCE PER PLAN BELOW ALL PERMANENT/TEMPORARY DIVERSIONS AND BASIN/TRAPS W/ SILT FENCE OUTLETS IN LOWAREAS PER PLAN.8.INSTALL PLANT SITE W/ BERMS AND BEGIN REMOVAL OF OVERBURDEN FROM PIT.9.INSTALL PERMANENT BERMS AROUND PIT.10.ONCE BERMS ARE COMPLETE AROUND PLANT SITE AND STAGED EXCAVATION AREA AND ARE STABILIZED AND SEEDED. MAINTAIN SILTFENCE UNTIL THIS ACHIEVED. REMOVE TEMPORARY DIVERSIONS AND TEMPORARY SKIMMER BASINS ONCE POSITIVE DRAINAGE ISACHIEVED TO THE PIT. MAINTAIN ALL DOWNSTREAM DIVERSIONS AND SILT FENCE UNTIL GOOD GROUND COVER IS ESTABLISHED.11.DEWATER ALL SKIMMER BASINS AND SEDIMENT TRAPS WITH SILT BAG PER DETAIL.12.ONCE GOOD GROUND COVER IS ESTABLISHED AND NO RUTTING OF SLOPES IS OCCURRING REMOVE ALL EROSION CONTROL MEASURESWHILE MAINTAINING SILT FENCE ON DOWNSTREAM SIDE.13.ALL RUNOFF FROM EXCAVATION (DENUDED AREAS) ARE TO REMAIN INSIDE THE PIT.14.A SUMP WILL BE DUG IN THE PIT TO POND WATER THAT HAS NOT EVAPORATED OR INFILTRATED.15.MAINTAIN SILT FENCE AFTER MAJOR RAIN EVENTS.16.STABILIZE AND SEED ALL DENUDED AREAS IN WHICH WORK WILL NOT RECOMMENCE WITHIN 7 WORKING DAYS OR 14 CALENDAR DAYS.17.CALL NCDEQ LAND QUALITY SECTION FOR INSPECTION [phone].PHASE 21.BEGIN MINING ACTIVITIES.2.AS EXCAVATION AREA IS EXPANDED POSITIVE DRAINAGE TO BE MAINTAINED TO EXCAVATION PIT.3.TEMPORARY SEED STOCKPILE AREAS THAT WILL BE DENUDED FOR 30 DAYS OR MORE SHALL BE STABILIZED AND SEEDED.4.MAINTAIN ALL EROSION CONTROL DEVICES WEEKLY AND AFTER MAJOR STORM EVENTS.5.CALL NCDEQ LAND QUALITY SECTION FOR INSPECTION [phone].TEMPORARY DIVERSION DITCHROCK CHECK DAMSSILT FENCESEDIMENT BASINEROSION CONTROL LEGENDTOP OF BERMBAFFLESWIEROUTLET PROTECTIONJ-HOOK W/ SILT FENCE OUTLETSILT FENCE OUTLETLEGENDPERMIT BOUNDARYEXISTING CONTOURPROPOSED BUFFERAFFECTED AREACREEKBERMPONDSFSF2000200400600Scale: 1" = 200'PROPOSED DIVERSION TABLECHANNEL IDCHANNEL SLOPESIDE SLOPESCHANNEL DEPTHTEMPORARY LININGPERMANENT LINING LINING DEPTHTD#15.0 %3:12.0 FT CLASS B RIP RAP CLASS B RIP RAP1.5 FTTD#21.0 %3:12.1 FT STRAW W/ NETTING BERMUDAGRASS -TD#31.0 %3:12.5 FT STRAW W/ NETTING BERMUDAGRASS -TD#42.8 %3:12.3 FT CLASS A RIP RAP CLASS A RIP RAP1.0 FTTD#51.5 %3:12.0 FT STRAW W/ NETTING BERMUDAGRASS -TD#61.5 %3:12.5 FT STRAW W/ NETTING BERMUDAGRASS -INSTALL CHECK DAMS IN CHANNELS WITH STRAW W/ NETTINGSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SILTFENCE (TYP)TOPSOIL STOCKPILE (TYP)TOPSOIL STOCKPILE (TYP)EXISTING GROUND (TYP)2:1 MAX SIDE SLOPES (TYP)2 FT SAFETY BERM (TYP)NOTES:STABLIZE AND SEED ALL SLOPES PER NCDEQ STANDARDSFOR TIME FRAMES FOR DENUDED SLOPESINSTALL SILT FENCE PER SILT FENCE DETAILSTOCKPILE AREA (TYP)NTSNOTES:1.EXISTING TOPO IS STATE LIDAR FROM CUMBERLAND COUNTY GIS DATA.2.STREAM AND WETLAND LOCATIONS BASED ON USGS MAPPING AND FIELD VISIT PER WETLAND CONSULTANT.STREAM AND WETLAND DETERMINATIONS PROVIDED BY WETLAND SOLUTIONS, LLC. PER WETLANDCONSULTANT'S DETERMINATION ALL POSSIBLE WETLAND DISTURBANCES WILL BE ADDRESSED IN THE FUTUREEXPANSION AREA. A FUTURE MINE PERMIT AMENDMENT WILL ADDRESS THE FUTURE EXPANSION AREADISTURBANCES TO BE PERMITTED THROUGH NCDWQ AND ARMY CORP. OF ENGINEERS.3.PROPOSED PERMANENT BERM SHALL BE CONSTRUCTED TO ENCOMPASS EXCAVATION AREA.PROPOSED BASIN TABLEBASIN ID TOP BOTTOM POOL TOP BOTTOM VOLUME VOLUMEWEIR WEIR WIER RISER BARREL RISER SKIMMERSKIMMER BAFFLES DIM DIM DEPTH EL. EL. REQUIRED PROPOSED LENGTH DEPTH LINING SIZE SIZE BASE ORFICE SIZESK#1 68x136 50x100 3 287.0 284.0 15840 SF 21372 SF 15.0 2.0 CLASS A NA NA NA 4" 1.8" 3SB#2 93x186 63x126 5 281.0 286.0 29520 SF 63090 SF 22.0 2.0 CLASS A 30" 24" 6.5x6.5X1.0 6" 3.1" 3SB - SEDIMENT BASINSK - SKIMMER BASINSTABILIZE AND SEED ALL SLOPES IMMEDIATELYEMERGENCY SPILLWAY TO BE CONSTRUCTED IN CUT ONLYDISTURBED AREASTAILINGS/SEDIMENT PONDS1.1 AC(INCLD IN INITIAL PIT)STOCKPILES1.0 AC(INCLD IN INITIAL PIT)PROCESSING AREA/HAUL ROADS1.2 ACMINE EXCAVATION20.0 ACOTHER MISC EXCAVATION8.0 AC(BERMS, DIVERSIONS, ETC.)TOTAL AFFECTED AREA29.2 ACINTERNAL DRAINAGE: 24.7 ACPOSITIVE DRAINAGE: 4.5 AC
889092929088948684828490868882788684868892FIELDS ROADI
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EINTIAL PIT20.0 AC3:1 MAX SLOPE10' BELOW WATER LINEELEV. APPRX.= 68' - 78'ASSUMED WATER LINEELEV=78'LAKE12.4 AC +/-WATER ELEV.=78'50' VEGETATIVE BERM (TYP)STABILIZED AND SEEDEDDURING MINING ACTIVIESPIT EXPANSION AREA21.8 ACBARBED WIRE FENCEW/ PIT WARNING SIGNS (TYP)PIT EXPANSION AREA22.0 ACFUTUREPLANT SITE2.0 AC9090803:1 MAX SLOPEABOVE WATER LINETO BE VEGETATEDSEE NOTESGATE FOR PIT ACCESS (TYP)File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
RECLAMATION PLAN
PHASE 1C51"=200'Drawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail]2000200400600Scale: 1" = 200'NOTES:1.EXISTING TOPO IS STATE LIDAR FROM CUMBERLAND COUNTY GIS DATA.2.STREAM LOCATIONS BASED ON USGS BLUE LINE LOCATIONS. STREAM DETERMINATION AND ARMY CORP. OFENGINEERS PERMITTING TO BE PERFORMED AS PART OF NCDEQ MINE PERMIT REQUIREMENTS.3.SITE TO BE RECLAMATED TO MEET CUMBERLAND COUNTY SECTION 919 QUARRY AND THE NCDEQ MINE PERMITRECLAMATION BOND REQUIREMENTS.4.AS PART OF THE NCDEQ MINE PERMIT THE OWNER IS REQUIRED TO BOND THE RECLAMATION OF THE TOTALPROJECT BASED ON THE STATE MINING PROGRAM REQUIRED AMOUNTS.413141BERMNOTES:3:1 MAX SLOPE ABOVE WATER LINE3:1 MAX SLOPE BELOW WATER LINE AT MIN 20'HORT. AND 10' VERTICAL DISTANCEALL DENUDED AREAS ABOVE WATER LINE TOBE VEGETATED PER SECTION 919 QUARRY OFZONING ORDINANCE.PIT SIDE WALL RECLAMATION (TYP)NTSWATER LEVEL (APPROX.)TOPSOIL/OVERBURDENDEPOSITLEGENDPERMIT BOUNDARYEXISTING CONTOURPROPOSED BUFFERAFFECTED AREACREEKBERMPOND PROPOSED MINING AREASINITIAL PIT 20.0 ACTAILINGS/SEDIMENT PONDS 1.8 AC(WITH IN INITIAL PIT)STOCKPILES 1.0 AC(INCLD IN INITIAL PIT)OTHER MISC. AREA 8.0 AC(BERMS, TEMP. DIVERSIONS, ETC.)AFFECTED AREA 29.2 ACFUTURE PLANT SITE 2.0 ACFUTURE EXPANSION AREA 43.8 ACVEGETATIVE AREA 28.9 ACNATURAL AREATOTAL ACTIVE PERMIT AREA 103.9 AC
File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
EROSION CONTROL NOTESC6NTSDrawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail] SEEDINGPROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN THE FOLLOWING SCHEDULE:PERMANENT DITCHES --> IMMEDIATELY (ROCK LINED)SLOPES 4:1 OR STEEPER --> 7 DAYSALL OTHER AREAS --> 14 DAYSIF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES.SEEDBED PREPARATION:LIME: APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE SOIL PH IS NOT KNOWN, APPLY AT A RATE OF 1 TO 1 12 TONS PERACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS PER ACRE OF FINE-TEXTURED SOILS. APPLY LIME UNIFORMLY AND INCORPORATE INTOTHE TOP 4-6 INCHES OF SOIL. SOILS WITH PH HIGHER THAN 6 DO NOT NEED LIME.FERTILIZER: FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. WHERE SOIL TESTS ARE NOT AVAILABLE, APPLY A 10-10-10 GRADEFERTILIZER AT 700-1,000 LB/ACRE. INCORPORATE FERTILIZER INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOTMIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.SURFACE ROUGHENING: IF AREAS TO BE SEEDED BECOME HARDENED, SEALED, OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BYDISKING, RAKING, HARROWING OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOURBEFORE SEEDING.PLANT SELECTION:SELECT THE APPROPRIATE SPECIES BASED ON THE PLANTING SEASON.SEEDING:APPLY SEED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES.BROADCAST SEEDING AND HYDROSEEDING IS ACCEPTABLE ON STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HANDBROADCASTING IS NOT RECOMMENDED.SMALL GRAINS SHOULD BE PLANTED NO MORE THAN ONE INCH DEEP AND GRASSES AND LEGUMES ON MORE THAN 12 INCH. BROADCASTSEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. HYDROSEEDEDMIXTURES SHOULD NOT INCLUDE A WOOD FIBER MULCH.MULCHING:MULCHING IS REQUIRED FOR ALL TEMPORARY SEEDING AT A MIN RATE OF 2 TONS/ACRE WITH ASPHALT TACK.MAINTENANCE:CONTRACTOR TO MONITOR GRASS ESTABLISHMENT. PROMPTLY RESEEED AREAS WHERE A HEALTHY, DENSE GROWTH DOES NOTESTABLISH. CONTRACTOR MAY NEED TO PROVIDE NETTING OR TEMPORARY LINERS TO AREAS WHERE GRASS CANNOT BE ESTABLISHEDDUE TO EROSION.PERMANENT SEEDINGSEE SEEDING SCHEDULE FOR SEED TYPE AND RATE.PROVIDE PERMANENT SEEDING TO ALL DENUDED AREAS THAT WILL NOT BE COVERED BY PAVING, BUILDINGS, OR OTHER LANDSCAPING. AREASRECEIVING PERMANENT VEGETATION MUST BE STABILIZED WITHIN THE FOLLOWING TIMEFRAMES AFTER FINAL GRADE IS REACHED, UNLESSTEMPORARY STABILIZATION IS APPLIED.PERMANENT DITCHES --> IMMEDIATELY (ROCK LINED)SLOPES 4:1 OR STEEPER --> 7 DAYSALL OTHER AREAS --> 14 DAYSCOMPLETE GRADING BEFORE PREPARING SEEDBEDS. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8INCHES.SEEDBED REQUIREMENTS:THE SOIL SHOULD MEET THE FOLLOWING MINIMUM CRITERIA FOR VEGETATION ESTABLISHMENT:xENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY (AVAILABLE WATERCAPACITY OF AT LEAST 0.05 INCHES OF WATER TO 1 INCH OF SOILxSUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.xSUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH OF ROCK OR IMPERMEABLE LAYERS SUCH ASHARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.xA FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0-6.5.xNO LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, AND TRASH. CLODS AND STONES MAY BE LEFT ON SLOPESSTEEPER THAN 3:1 IF THEY ARE TO BE HYDROSEEDED.IF THE ABOVE CRITERIA CANNOT BE MET, SPECIAL SOIL CONDITIONERS OR TOPSOIL MAY BE APPLIED.SEEDBED PREPARATION:LIME: APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE SOIL PH IS NOT KNOWN, FOLLOW RATES ON THE SEEDING SPECTABLE.FERTILIZER: FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. WHERE SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES ON THESEEDING SPEC TABLE.SURFACE ROUGHENING: IF AREAS TO BE SEEDED BECOME HARDENED, SEALED, OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BYDISKING, RAKING, HARROWING OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOURBEFORE SEEDING.PLANT SELECTION:SELECT THE APPROPRIATE SPECIES BASED ON THE PLANTING SEASON, SOIL TYPE, SLOPES, AND LAND USES. SEE SEEDING SPEC TABLESIN PLANS FOR RECOMMENDED PERMANENT SEEDING MIXTURE.SEEDING:USE CERTIFIED SEED (INSPECTED BY THE NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION).APPLY SEED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. USE SEEDINGRATES GIVEN IN TABLES.WHEN USING A DRILL OR CULTIPACKER SEEDER, SMALL GRAINS SHOULD BE PLANTED NO MORE THAN ONE INCH DEEP AND GRASSES ANDLEGUMES ON MORE THAN 12 INCH.WHEN BROADCAST SEEDING, SUBDIVIDE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACHSECTION. APPLY ONE-HALF THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA AND APPLY THE REMAINING SEED IN THE SAMEMANNER BUT AT RIGHT ANGLES TO THE FIRST PASS. COVER SEED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRM WITH AROLLER OR CULTIPACKER.MULCH AREAS IMMEDIATELY AFTER SEEDING IN ACCORDANCE WITH RATES GIVEN IN TABLES. ANCHOR MULCH WITH NETTING OR LIQUIDASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL / 1000 SQ FT).HYDROSEEDING:SURFACE ROUGHENING IS REQUIRED. FINE SEEDBED PREPARATION IS NOT NECESSARY.RATE OF WOOD FIBER APPLICATION SHOULD BE AT LEAST 4,000-6,000 LB/ACRE.APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO HYDROSEEDER SLURRY.APPLY LIME IN DRY FORM.APPLICATIONSTEP 1 -1/3 MULCH RATE, ALL SEEDING AND ALL INOCULANT SPREAD IN ONE DIRECTIONSTEP 2 - 2/3 MULCH RATE APPLIED IN OPPOSING DIRECTIONMAINTENANCE:IF STAND IS INADEQUATE, RE-EVALUATE PLANT CHOICE AND QUANTITIES OF LIME AND FERTILIZER. REESTABLISH THE STAND AFTERSEEDBED PREPARATION OR OVER-SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOTAPPROPRIATE FOR PERMANENT SEEDING.MAINTENANCE PLANTHE OPERATOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL DEVICES THROUGHOUT THE PROJECT DURATION.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCINGRAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES ASDESIGNED.SKIMMER BASINS:1.BASINS ARE TO BE CLEANED OF SEDIMENT WHEN ITS STORAGE CAPACITY IS REDUCED BY 50%. PLACE SEDIMENT REMOVED FROM THEBASIN IN A STOCKPILE AREA AS SHOWN ON THE PLAN OR AN AREA THAT HAS ADEQUATE EROSION CONTROL MEASURES.2.CHECK BERM STRUCTURE, SPILLWAYS, AND SKIMMER PIPE EVERY WEEK FOR EROSION AND PIPING.3.MAINTAIN BAFFLES AS DIRECTED BELOW.4.ANY RIP RAP DISPLACED FROM SPILLWAY MUST BE REPLACED IMMEDIATELY.5.AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE BASIN (PHASE 2 OF CONSTRUCTION SEQUENCE) AND ALL UNSTABLESEDIMENT. GRADE ACCORDING TO GRADING PLAN OR BLEND IN WITH ADJACENT GRADES - ADDITIONAL COMPACTION EFFORTS MAY BEREQUIRED IF STRUCTURE IS PROPOSED FOR THAT AREA. STABILIZE AREA.BAFFLES:1.MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC COLLAPSE, DECOMPOSE, TEAR, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.2.REMOVE BUILDUP SEDIMENT WHEN IT REACHES ONE-HALF FULL. TAKE CARE NOT TO DISTURB BAFFLES DURING CLEANOUT.SILT FENCE:1.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE FENCESHALL BE REPAIRED AS REQUIRED TO MAINTAIN A SUFFICIENT BARRIER.2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, DECOMPOSE, TEAR, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.3.AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT. GRADE AREATO GRADING PLAN OR BLEND WITH ADJACENT GRADES. STABILIZE AREA.TEMPORARY DIVERSIONS:1.IMMEDIATELY REMOVE EXCESS SEDIMENT FROM FLOW AREA AND REPAIR DIVERSION RIDGE.2.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.3.AFTER ALL AREAS HAVE BEEN STABILIZED REMOVE THE RIDGE AND THE CHANNEL AND GRADE ACCORDING TO GRADING PLAN ORBLEND WITH ADJACENT GRADES. STABILIZE AREA.RIP RAP LINED DITCHES/CHANNELS/OUTLETS:1.PAY CLOSE ATTENTION TO INLET AND OUTLET SECTIONS WHERE CONCENTRATED FLOW ENTERS.2.INSPECT FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY.3.MAINTAIN VEGETATION ADJACENT TO THE ROCK LINING IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSIONAND SCOUR.GRASS LINED DITCHES/CHANNELS/SWALES:1.DURING GRASS ESTABLISHMENT PERIOD, INSPECT AFTER EVERY RAINFALL.2.AFTER GRASS HAS ESTABLISHED, INSPECT PERIODICALLY AND AFTER HEAVY RAINFALL. IMMEDIATELY MAKE REPAIRS.3.PAY CLOSE ATTENTION TO INLET AND OUTLET SECTIONS WHERE CONCENTRATED FLOW ENTERS.4.GRASS SHOULD BE MAINTAINED IN A HEALTHY VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION.TEMPORARY SEEDING SCHEDULEWINTER & EARLY SPRINGTEMPORARY SEEDING SCHEDULESUMMERTEMPORARY SEEDING SCHEDULEFALLPERMANENT SEEDING SCHEDULE
File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
EROSION CONTROL DETAILSC7NTSDrawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail] VIEWEND VIEWTOP VIEW"C" ENCLOSUREWATER ENTRY UNITARM ASSEMBLYSCHEDULE 40 PVC PIPEPVC VENT PIPEORIFICE PLATEPVC TEESCHEDULE 40 PVC PIPEFLEXIBLE HOSEUNDERSIDE1/2" HOLES IN PVC PIPEPVC ELBOWPVC TEEPVC END CAPPVC END CAPNTS SKIMMER DEWATERING DEVICE(SEE PLAN FOR DIA.)(SEE PLAN FOR DIA.)(SEE PLAN FOR DIA.)NTS TEMPORARY SKIMMER BASIN BAFFLESTOP OF BAFFLE SHOULD BE 6"HIGHER THAN THE BOTTOM OFTHE SPILLWAYDIMENSIONED ANDBAFFLE INSTALLATION OF WIRE HOG WIRE ATTACHED TO POSTS WITH LENGTHS4' MAX.BETWEENPOSTSNOTED ON PLANSPERSPECTIVE VIEWBOTTOM OF BAFFLE IN6" X 6" TRENCH ANDFILLED WITH SOIL ANDCOMPACTED5'EARTH BERMNOTES:SEDIMENT PIT1.NO SILT FENCE ALLOWED. POROUS COIR FIBER BAFFLE REQUIRED.2.DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND3.WOOD POSTS ARE NOT ACCEPTABLE4.BAFFLES SPACED A MAXIMUM OF 8' IN FRONTTWO-THIRDS OF SEDIMENT TRAP (CLOSEST TO RIP-RAP WEIR).W/ STONE LININGATTACH COIR FIBER BAFFLETO HOG WIRE USING WIRENTS TYPICAL EXCAVATED EARTH SPILLWAY 14CROSS SECTION AT CONTROL SECTIONMIN. 2%APPROACHCHANNEL20'LEVEL ORGREATERSPILLWAY INVERT ELEVWATERSURFACECONTROL SECTIONS100'EXIT SECTORDAM.WITH THE CENTERLINE OF THESECTION HAS TO COINCIDEALIGNMENT OF THE CONTROL NEITHER THE LOCATION NORNOTE:PLANCHANNELAPPROACHEMBANKMENTBERMLCFLOW CONTROL SECTIONLEVEL PORTIONLCCLLCPROFILE ALONG CENTERLINERIP RAP LINED25'EMBANKMENTBERMFREEBOARD (1' MIN)EXTEND LINER 1' BELOW BOTTOM ELEV.SEE PLANS FOR LINER LENGTHNTS SKIMMER/SEDIMENT BASINCONSTRUCTION AND MAINTAINCE PROCEDURESANTI-SEEP COLLAROUTLET PROTECTIONSEE PLAN & DETAILTRASH RACKRISER = 30" CMPBARREL = 24" CMP @ 1.0% MINSOLID EARTHEN DAMWEIR EL= 286.5TOP EL= 288.5BOTTOM EL= 281.0PRINCIPAL SPILLWAY EL=286.03:1 MAXSLOPESNTS SEDIMENT BASIN #2 W/RISER STRUCTUREPOND EL= 286.06.5' x 6.5' x 1.0' THICKCONCRETE BASEINV OUT= 280.0ANTI-SEEP COLLARCOMPACTED CLAY SOIL AROUNDBARREL AND COLLAR95% COMPACTION3:1 MAX SLOPE (TYP)3:1 MAX SLOPE (TYP)KEY TRENCH(3' BELOW EX. GROUND, 5'WIDE AT BOTTOM)1:
1 6" SKIMMER (TYP)25,),&(‘ NTS SKIMMER BASINNTS SEDIMENT BASIN
File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
EROSION CONTROL DETAILSC8NTSDrawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail] TEMPORARY LINING FORTEMPORARY/PERMANENT DIVERSION DITCHWDoPLAN3DotBOTTOM WIDTH (BW)FILTER LAYER-FILTER FABRIC OR6" #5 WASHED STONED6" #5 WASHED STONEFILTER LAYER-FILTER FABRIC ORSECTIONDoPLANLSECTIONTYPE B - PIPE OUTLET TO DEFINED DITCH/CHANNELTYPE A - PIPE OUTLET TO FLAT AREAWITH NO DEFINED CHANNELLtNTS ROCK OUTLET PROTECTIONMAXIMUM24" MIN.12DSLOPESCOMPACTED SOILS1ZZ1NATURAL GROUNDNTS TEMPORARY/PERMANENT DIVERSION DITCHMAXIMUM24" MIN.12DSLOPESCOMPACTED SOILS1ZNATURAL GROUNDNTS PERMANENT DIVERSION BERMNTS RIP RAP LINED TEMPORARY/PERMANENTDIVERSION DITCHMAXIMUM24" MIN.12DSLOPESCOMPACTED SOILS1ZZ1NATURAL GROUNDNTS GRASS LINED TEMPORARY/PERMANENTDIVERSION DITCHDGRASS LINEDSEE PLANFILTER FABRIC ORFILTER FABRIC OR4" to 12"4" to 12"6"18"(SHAPED BY MOTOR GRADER)18"6"W(SHAPED BY BULLDOZER)d2/3 WWdFILTER FABRIC ORTYPICAL RIP RAP CHANNELdWGRAVEL BEDDINGGRAVEL BEDDINGGRAVEL BEDDINGPARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAINV-SHAPED WATERWAY WITH STONE CENTER DRAINTRAPEZOIDAL
File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
EROSION CONTROL DETAILSC9NTSDrawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail] = THE DISTANCE SUCH THAT POINTSA AND B ARE OF EQUAL ELEVATIONFILTER FABRICCLASS "B" RIP RAP9"MINAAMIN24" MAXAT CENTER2:1 SLOPESECTION A-AFILTER FABRIC1.5'12" NCDOT #5 or#57 WASHEDSTONE1.5'CHECK DAMNTS 4 STRAND BARBED WIRE FENCEWARNINGSIGNELEVATION VIEWTYPICAL CORNER/BEND6' x 4" MIN TREATED POSTCORNER BRACE6' x 4" MIN TREATED POST6' x 4" MIN TREATED POST15.5 GA BARBED/ 12.5 GA HIGH TENSILE WIRE TWIST2' x 1" x 1" WOOD STICK1.5' MIN DEPTHBELOW GROUND4.5' MIN HEIGHTABOVE GROUNDEXISTING GROUND (TYP)15.5 GA BARBED WIRENOTCH POST 1" MIN FOR CORNER BRACENAIL BRACE TO POSTUSE 30 PENNY NAIL MIN (4)INSTALLATION: POST TO BE DRIVEN OR BORED AND TAMPEDSTAPLE WIRE TWIST1" MIN FENCE STAPLESTAPLE WIRE TWIST1" MIN FENCE STAPLE10' MAX SPACING5'-10" MAX SPACING5'-10" MAX SPACINGCORNER BRACINGCORNER BRACINGTYPICAL FENCE SPACING15.5 GA BARBED WIRECORNER BRACE6' x 4" MIN TREATED POSTSTAPLE WIRE1" MIN FENCE STAPLENOTE: USE ONE SECTION OF CORNER BRACINGAT GATES AND FENCE ENDSCORNER POSTCORNER POST1' MAX WIRE SPACINGWIRE CLIPS6' METAL "T" POST4.5' MIN HEIGHTABOVE GROUND1.5' MIN DEPTHBELOW GROUND6' METAL "T" POSTNTS SEDIMENT FILTER BAG(BAG SIZE BASED ON MANUFACTURER'S RECOMMENDATIONS) LAY ON 6-12" THICK BED OF 2"-3" DIA. STONEDISCHARGE LINEFROM PUMPNTS SEDIMENT FILTER BAGSTONE BED TO BE RELATIVELY FLATNTS SILT FENCENTS SILT FENCE OUTLETSILT FENCE GEOTEXTILE FABRICWOVEN WIRE FABRICSTEEL POST32" MIN. WIDTH-END OF SILT FENCE NEEDS TO BE TURNED UPHILL.LINE WIRESMIN. 10 GA. DOES NOT EXCEED 1/4 ACRE AND NEVER IN-USE SILT FENCE ONLY WHEN DRAINAGE AREA AREAS OF CONCENTRATED FLOWNOTE:3'-0"
18" - 24"FRONT VIEWWIRE FROM TOPINSTALLED TO SECONDSILT FENCE FABRIC8' MAX. FOR ANCHOR WHEN SILTBACKFILL TRENCH FENCE IS PROTECTING CATCH BASIN.UPSLOPE No. 57 WASHED STONE. FENCE FAILURES, USE* FOR REPAIR OF SILTGRADEWIRESINTERMEDIATEMIN. 12-1/2 GA.SECTION VIEW2'-0"
8"OVER SILT FENCE4"A) MINIMUM WIDTH OF CONSTRUCTION ENTRANCE PAD SHALL BE 20 FT.B) STONE SHALL BE 2-3" WASHED STONE, 12" THICK.C) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOW-ING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIREPERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR AND/ORCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.NOTES:EXISTINGGRADEPUBLIC RIGHT OF WAYMIN. STONE DEPTHSEE PLANSEE NOTE B.FILTERFABRICD) INSTALL PADS WHERE SHOWN ON PLANS OR OTHERWISE DIRECTED BY ENGINEER.NTS CONSTRUCTION ENTRANCE PADEXISTING GROUND SLOPEEXISTING GROUND SLOPEEXISTING GROUND SLOPE2.0% MIN SLOPE4.0% MAX SLOPE3:1 MAX SLOPENTS TEMPORARY INTERNAL SITE ROAD#57 STONEINSTALLATION1. REMOVE ALLTREES, BRUSH4141BERMNOTE1.SEE PLAN SHEET C-2 FOR WIDTHHEIGHT DETERMINED BY SIDE SLOPES.2.WIDTH INDICATED ON PLAN IS BOTTOM WIDTH.3.SEED PER TEMPORARY/PERMANENTSEEDING SCHEDULE ON SHEET C-7.4.NATURAL VOLUNTEER VEGETATIONSHALL REMAIN.5.BERM ENDS SHALL BE 4:1 SLOPES LIKESIDE SLOPES.VEGETATIVE BERM (TYP)NTSEXISTING GROUNDEXISTING GROUNDNTS GRANTSBORO ROAD/SITE ACCESSROAD TYPICAL SECTIONC DITCHLTIE TO EXISTING GRADE15.0'4.0'VARIES BASED ON DITCH DEPTHC DITCHLTIE TO EXISTING GRADE15.0'4.0'VARIES BASED ON DITCH DEPTHSIDE VIEWFRONT VIEWHARDWARE CLOTHWIRE FENCESTEEL FENCE POSTGRADENOTE:BURY WIRE FENCE, HARDWARE CLOTH, ANDSILT FENCE FABRIC 6 INCHES INTO THETRENCHGRADE18"SILT FENCEFABRICWIRE FENCESTEEL FENCE POST SETMAXIMUM 2 FEET APARTFILTER OF 1 INCH DIAMETER #57 WASHED STONEPLAN VIEWFILTER OF 1 INCH DIAMETER # 57WASHED STONESTEEL FENCE POSTSILT FENCE FABRICON WIRE FENCEHARDWARE CLOTHON WIRE FENCEHARDWARE CLOTHNOTE:SILT FENCE FABRIC TO OVERLAPHARDWARE CLOTH BY 12 INCHESFLOW DIRECTIONFLOWFLOWFLOWOVERLAP12INCHESOVERLAP12INCHES6"NOTE:USE SILT FENCE OUTLETS ONLY WHENDRAINAGE AREA DOES NOT EXCEED 1/4 ACREAND THERE IS A LOW AREA. USE AS A REPAIROF SILT FENCE FAILURES.
File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
CALCULATIONSC10NTSDrawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail]
File: C:\Users\DDS2\Desktop\Drafting and Design\2018\2018-2 Fields Road Pit\Fields Road Pit-Permit2.dwg Print Date: 8/8/2018
CALCULATIONSC11NTSDrawn by:Designed by:Reviewed by:Date:Scale:Sheet:Project Number:ofREVISIONS AGENCY REVIEW ONLYNOT FOR CONSTRUCTIONG
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CAL&GEOPHYSICALEXPLORATIONCONTRACTORPATTERSON EXPLORATIONSERVICESP.O. BOX 3008SANFORD, NC 27331-300811FIELDS ROAD MINE
DRAFTING AND DESIGNSERVICES, INC.AUG 2018DDS JOB #: 2018-2PXS JOB #:050118FIELDS ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
DRAFTING AND DESIGNSERVICES, INC.PATTERSON EXPLORATIONSERVICESRAFTING AND DESIGNSERVICES, INC.346 WOOLARD ROADSanford, North Carolina 27330(919) 499-8759 [e-mail]