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Home My WebLink About20536 Stalite 2021 Mine Permit Modification full set 10-25-211 f 1 \ ■ 7� \ VICKI T CKER POOLE/ \ \ r \ \ \ EVERETTE P MALL JR \ \ ET A / I 775 \ MEL SSATERRY HAMMILL v / SANDRA L. CA ER PATRICIA R. ELT N I ERNEST L. YELTON / I / GOLD HILL BAPTIST �j I CHURCH /; APPROXIMATE I / / LOCATION OF PRIVATE I/1 RAIL RIGHT OF AY TRANSF RED TO I HISTORIC GOLD HILL / & MINES FOUNDATION INC / / /\ / A 1 • —JOSEPH GENIE -»�,_ BASIN 20— S MATERIAL STORAGE FRAME RICK, INC. co AREA B \ o — S _ e 0 o ERNEST L. YELTON Q I \ MATERIAL STORAGE AREA A ERNEST L. YELTON KENNET — — — — ._, I ANDREW ALL LANE BOST )LD HILL UNITED LCRYSTAL BOST THODIST CHURCH LL RANDY LANE BOST CRYSTAL RENEA BOST COMPILED BY: tuckMAPPMAPPINGSOLUTIO.S, INC. www.tuckmapping.com FRAME BRICK, INC. 125 --- -- -- \ \ --�-- -- - -A — ----- — — ---- -- — -- — �`— —��\ OIL d POINT MATERIALS COMPANY.... . ,_ .. i I APPRO IMATE LOCATION_ TIMOTH i ROBERT L. STADLER ESTATE ' J N PAUL FERRANTE III TODD I I O RK E. McKEN Y RGARET M. STADLER �� ERIN ELIZABETH FERRANTE \ �! OF R WAN COUNTY/ ABBY H HATLEY BEST JILL . McKENN �i /� \ 72S I CABARR S COUNTY LINE TONY J BOGER 1� i i CAROLINA STALITE COMPANY 725 Z I 0 YOUNG TLIF S, 'S -CAN \ O o ILAN S INC. \ VULCAN LAN INC. DATE OF PHOTOGRAPHY: 3/20/20 HORIZONTAL CONTROL POINT VERTICAL CONTROL POINT INDEX CONTOUR INTERMEDIATE CONTOUR SPOT ELEVATION WATER PAVED ROAD DIRT ROAD BUILDING LOCATED OBJECT FENCE TREES PIPE POLE TOWER 2 H d 3500 + 751.6 PORTIONS OF THIS MAP HAVE BEEN COMPILED OUTSIDE THE LIMITS OF CONTROL AND THEREFORE DO NOT MEET THE NATIONAL MAP ACCURACY STANDARDS HORIZONTAL DATUM: NORTH CAROLINA, NAD83, USFT VERTICAL DATUM: NAVD88, GEOID 1996 CONTOURS IN TREED AREAS ARE APPROXIMATE COMBINED FACTOR: Grid to Ground = 0.9998459 Ground to Grid = 1.0001541 EROSION CONTROL LEGEND INSTALLED PREVIOUSLY PROPOSED OR APPROVED (NOT RELOCATED CONSTRUCTED) MEASURE SEDIMENT BASIN 9] ROCK DAM O RISER SEDIMENT BASIN TEMPORARY DIVERSION DITCH CULVERT XX" CMP RD RD RSB RSB SILT FENCE X X X X_ DIVERSION CHANNEL SLOPE DRAIN WATTLES AT INLETS PLUNGE POOL NOTE: OTHER SYMBOLS MAY BE USED TO DELINEATE EROSION CONTROL MEASURES. REFER TO SITE NOTES. MINE LEGEND PROPERTY/PERMIT LINE PERMIT LINE PROPERTY LINE ADJACENT PROPERTY LINES 25' UNEXCAVATED BUFFER & LIMIT OF MINING RESERVES WELL 49 CATEGORY AFFECTED ACREAGE SEDIMENT/SETTLING PONDS 27.0 ACRES OVERBURDEN STORAGE 18.4 ACRES STOCKPILES 28.5 ACRES PROCESSING/HAUL ROADS 44.9 ACRES PIT 0 ACRES OTHER 10.6 ACRES TOTAL 129.4 ACRES PROPERTY PERMITTED t 371 ACRES PROPERTY OWNED t 395 ACRES MINE MAP NOTES: 1. THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE AFFECTED AREAS AND THE PROPOSED METHOD OF RECLAMATION FOR THE SITE AS PART OF THE MINE PERMIT MODIFICATION APPLICATION. THE APPLICATION INCLUDES CONSTRUCTION OF PROPOSED MATERIAL STORAGE AREAS AND EROSION CONTROL MEASURES FOR THE PROPOSED GRADING. 2. ADJACENT PROPERTY OWNERS ARE NOW OR FORMERLY AND BASED ON COUNTY TAX MAPPING. 3. THE LOCATION OF THE PROPERTY LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE COORDINATES OF THE PROPERTY CORNERS HAVE NOT BEEN CONFIRMED. ALL BUFFER LOCATIONS ARE TO BE BASED ON THE FIELD LOCATION OF THE PROPERTY LINES. 4. ADJACENT PROPERTY LINES ARE BASED ON CABARRUS COUNTY AND ROWAN COUNTY TAX MAPPING. THESE LOCATIONS HAVE NOT BEEN CONFIRMED. 5. A PORTION OF THE PERMIT BOUNDARY IS BASED ON CABARRUS COUNTY AND ROWAN COUNTY TAX MAPPING. 6. VULCAN CONSTRUCTION MATERIALS, LP LEASES A PORTION OF THE PROPERTY OWNED BY CAROLINA STALITE COMPANY. THIS AREA IS PERMITTED UNDER A SEPARATE MINE PERMIT ISSUED TO VULCAN CONSTRUCTION MATERIALS. alley, Williams, Carmen, & king, inc. CONSULTING ENGINEERS FIRM LICENSE No. F-0203 120 SOUTH MAIN STREET P.O. BOX 1248 KANNAPOLIS, NC 28082 704/938-1515 DATE.• ✓OB No.: DRAWN BY. CHECKED BY. DRAWING No.: 5-19-21 20536 RCCI Permit Modification GWW 20536 Stolite 2021 Mine REVISION No. DESCRIPTION DATE INITIAL 1 Corrected linetype & text 5-25-21 GWW 2 Added access info & stream label 10-25-21 GWW PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC. ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS. SEAL = 16883 = GIN o �� %11,FSL E Y j11�1 10-25-21 DocuSigned by: �. o ocki. 3AODOO5E6BA648B... STALITE MINE CAROLINA STALITE COMPANY LIMITED PARTNERSHIP 2021 MINE MAP SHEET 1 OF 4 SCALE 1" = 200' CONTOUR INTERVAL 5' 1 r 1 7- J EVERETTE P MALL JR I / \ \ ET A / \ \ \ \ \ DREW WILMMILL -775 \ \,,MELISSA TERRY HAMMILL / AN RA L. C E PATRICIA R. ELTON // / \ `♦♦ �ERNEST L. ELTON / // / GOLD HILL BAPTIST 1 CHURCH /1 APPROXIMATE / LOCATION RIGHTFOFPRIVATE WAY / TRANSFERED TO I / HISTORIC GOLD HILL & MINES FOUNDATION INC / /\ SEP� H 0 E NIE L W / BASIN 20- 1 ASI & REMOVED AND THE s c _ t• MATERIAL STORAGE �O S IZE PLANT AREA, STORAGE ' FRAME RICK, INC. �So oil '`aAREA BsToEs REA YARDS, AND STOCKPILE�� 1 �/ I AREAS THAT ARE NOT RN T L. YELTON 1 i ACC 7CkA AD TO �� _ `s v� MATERIAL STORAGE AREA Ao TO BE USED FOR KI o- ��ll /l _ III' '1 �� / ERN T L. YEL 1 1 W N AL I 1 BUT ER I KENNETH ANDREW BALL I I I L LANE BOST )LD HILL UNITED LCRYSTAL BOST THODIST CHURCH RANDY LANE BOST CRYSTAL RENEA BOST COMPILED BY: tuckSOLUTIONS-,"IN'17C.. MAPPING www.tuckmapping.com ABBY H HATLEY TONY J BOGER DATE OF PHOTOGRAPHY: 3/20/20 i \ HORIZONTAL CONTROL POINT VERTICAL CONTROL POINT INDEX CONTOUR INTERMEDIATE CONTOUR SPOT ELEVATION WATER PAVED ROAD DIRT ROAD BUILDING z H d — 3500 + 751.6 LOCATED OBJECT — FENCE TREES PIPE >------< POLE AV TOWER PORTIONS OF THIS MAP HAVE BEEN COMPILED OUTSIDE THE LIMITS OF CONTROL AND THEREFORE DO NOT MEET THE NATIONAL MAP ACCURACY STANDARDS HORIZONTAL DATUM: NORTH CAROLINA, NAD83, USFT VERTICAL DATUM: NAVD88, GEOID 1996 CONTOURS IN TREED AREAS ARE APPROXIMATE COMBINED FACTOR: Grid to Ground = 0.9998459 Ground to Grid = 1. 000 1541 1011111*1to] \WoId00W110) = 00toD10111 INSTALLED PREVIOUSLY PROPOSED OR APPROVED (NOT RELOCATED CONSTRUCTED) MEASURE SEDIMENT BASIN G� ROCK DAM O RISER SEDIMENT BASIN TEMPORARY DIVERSION DITCH CULVERT XX" CMP RD RD RSB RSB SILT FENCE X X X x— DIVERSION CHANNEL SLOPE DRAIN WATTLES AT INLETS PLUNGE POOL NOTE: OTHER SYMBOLS MAY BE USED TO DELINEATE EROSION CONTROL MEASURES. REFER TO SITE NOTES. MINE LEGEND PROPERTY/PERMIT LINE PERMIT LINE PROPERTY LINE ADJACENT PROPERTY LINES — — — — — — — — — — — 25' UNEXCAVATED BUFFER & ------------------- LIMIT OF MINING RESERVES WELL Q CAR❑LINA STALITE COMPANY R❑WAN/CABARRUS C❑UNTIES REVEGETATI❑N PLAN SPRING - FALL - WINTER SEED MIXES 0N!211EM:T_1 I1311111111111111ur-112@1z 1111►13 Rye Grain 15 - 20 lbs. per acre Tall Fescue 40 - 80 lbs. per acre Switchgrass 8 lbs. per acre Va 70 Shrub Lespedeza 20 lbs. per acre Sericea Lespedeza 15 - 20 lbs. per acre Or Red Clover 8 - 14 lbs, per acre Hulled Common Bermuda Grass 4 lbs, per acre Or Weeping Love Grass 2 - 4 lbs. per acre FALL RATE (MID) AUGUST - ❑CT❑BER Rye Grain 40 lbs, per acre Tall Fescue 80 lbs. per acre Sericea Lespedeza (Unscarified) 40 lbs. per acre Orchard Grass 30 lbs. per acre White Clover 5 lbs. per acre ►!A�l��naail�n>r�1.m>rl :3>ra»>r:�:ilnr Rye Grain 40 lbs. per acre Unhulled Bermuda Grass 10 lbs. per acre Unscarified Sericea Lespedeza 30 lbs. per acre Tall Fescue 80 lbs. per acre FERTILIZER ALL SEASONS 10 - 20 - 20 1500 lbs. per acre Lime 4000 lbs. per acre Mulch 70 bales per acre Mulch to be anchored by one of the following methods: 1. Crimping with mulch anchoring tool; or 2. Tack with asphalt emulsion - 400 gal. per acre MAI LRIALJ I,VMrANT CAROLINA STALITE COMPANY VULCAN LANP3, INC. FRAME BRICK, INC. 125 _IL APPRO IMATE LOCATION_ �i OF R WAN COUNTY/ ICABARR S COUNTY LINE alley, williams, Carmen, & king, inc. CONSULTING ENGINEERS FIRM UCENSE No. F-0203 120 SOUTH MAIN STREET P.O. BOX 1248 KANNAPOLIS, NC 28082 704/938-1515 DATE.No.: DRAWN BY. CHECKED BY.- IDRAW INGNo.: 5-19-21 20536 RCC GWW 2Stalite 2021 Mine Permit Modification REVISION No. DESCRIPTION DATE INITIAL 1 Corrected linetype 5-25-21 GWW 2 Added access info & stream label 10-25-21 IGWW PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC. ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS. \\\\0\T\11111li/////// �N CAR SEAL = 16883 - ' ,/VG I NE LEF'��\ 10-25-21 DocuSigned by: \\\\ �J. o 3AOD005E6BA648B... STALITE MINE CAROLINA STALITE COMPANY LIMITED PARTNERSHIP 2021 RECLAMATION MAP SHEET 2 OF 4 SCALE 1" = 200' CONTOUR INTERVAL 5' _ �731.9 �-- _ - / 780 780 TEMPORARY SILT \ � FENCE (TYP) �/ \ �� Opp 770 770 /--/ BFg>' TT -724.8 I �,\ __ 725 I �� \ 760 760 760 TEMP. SAFETY BERM �30 PROP SED MATERIAL STORAGE TEMP. SAFETYBERM \ �] 8 1 750 \ ` \ ` :�\ 750 750 • A --73 0.7 �, Phase 12 `� Phase �13 �, Phase14 \ ^ 1 Phase 9 `\ P ase 1 \ Phase 1 `� Phase 15 Phas 6 i Phase 5 Phase 4 / 2 O.5 740 � 740 740 \ � 4 1 / \`� \ `, \ \\ / ,�� ., ;Phase , MATERIAL STORAGE CROSS-SECTION A -A 10 11 12 13 14 15 6 2 � ^ � SKB 20-1 _ \ _ BO OM ELEV: 720.5 \ \ 29•7 YI20-1 48" DIA. MANHOLE w/ PEN HROAT T POFDAM:724.0 2 'SEDIMENT STORAGE 730 / / _-y-- - �� j 730 730 & FLAT SLAB TOP (8" PENI G) \ THROAT INV: 739.0 EXISTING GROUND INV: 725.0 ^ � 18.5 / - \ / P 20-1 i 76 LF 24" @ 1.32% / TEMPORARY DIVERSION \ IINV IN: NV OU7.724.0 0720 CLASS 1 RIPRAP DITCH DID 20 4 720 720 \ 1 OUTLET PROTECTION \ - •7 \ P 20NOTE: 100 L P 1.00%� MAINTIAN A �24 INIMUM 50 UNDISTURBED BUFFE _ TEMPORARY DIVERSION DITCH TO BE NV N: 721.S EXTENDED AS FILL PROGRESSES TO THE WEST INV OUT: 720.5 TO ANY STIR AM. LOCATE AND MARK THE STREAM AN BUFFER LIMITS PRIOR TO THE ST RT 720 5 OF ANY CL AIRING ACTIVITIES 724 � 2 17 - - - - - - - - - _ _ _ - TD - TD I - J 710 710 710 \ _ - - - - - - ,. , TEMPORARY DIVERSION I SKB 20-2 \ DITCH TD 20-2 BOTTOM ELEV: 720.5 TOP OF DAM: 724.0 7 2.0' SEDIMENT STORAGE MATERIAL STORAGE AREA BE 7ACCESSED USING THE EXISTIN ROA b AND A NEW GRAVEL ROAD TO B �2 p I I I 700 700 700 • 25 LIMITS OF DISTURBANCE CONSTRUCTED. THE R WIL I I I ELEVATED TO HEIGHT F TH BERM TO CROSS INT THE - 724.1 2 S AREA. 690 690 690 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0+00 / HORIZ. SCALE: 1" =100' NOTE: THE MATERIAL STORAGE AREAS SHALL BE CONSTRUCTED CROSS-SECTION A -A VERT. SCALE : 1" - 10' WITH A 50/50 BLEND OF EARTHEN OVERBURDEN SOILS AND MATERIAL STORAGE PHASE 1-3 MATERIAL STORAGE AREA A STALITE'S CALCIUM BASED PRODUCTION PROCESS BYPRODUCTS. SCALE: 1 " = 100' EARTHEN OVERBURDEN SOILS SHALL BE OBTAINED FROM SITES WITH EXISTING MINE PERMITS OR APPROVED EROSION CONTROL PLANS. O � / ' � _ CLASS 1 RIPRAP OUTLET PROTECTION / -731.9 50 LF " RCP @2.00% I INV : 732.0 OUT: 731.0 OLD \ _ B£gTTY -' i� I I 40' TEMPORARY GRAVEL ACCESS 0� F \ ORp _ / - / _ I ROAD WITH STONE I� ROgp \ _ ` �/�/� - ' - - \ TEMPORARY DIVERSION I \ CONSTRUCTION ENTRANCE. DITCH TD 20-5 I CONTACT NCDOT AND OBTAIN A �24Q v _ I V - _ - - \ • - _ _ _ TEMPORARY DRIVEWAY PERMIT _ 725 \� _ _ PRIOR TO INSTALLATION \ \ ,4 \�� TEMPORARY SILT \ 0 Eq \` FENCE (TYP) �30 SKB 20-4 T T i P BOTTOM ELEV: 730.0 \ (\� ° TOP OF DAM: 733.5 i 2. 'SEDIMENT STORAGE -724.8--- �55 o ° ' 725 14 s 4730.7 \ p \ 4720.5 \ _1 �„ \ \ o 735 MATERIAL STORAGE CROSS-SECTION 5 A -A 4 ^ 1 I •, D I TEMPORARY DIVERSION DITCH TD 20-6 � j \\ 8 - - - - - - � ASS \\ �o 10 11 12 6 29.3 M SKB 20-1 13 14 15 ^ � TEMPORARY \ DIVERSI DITCH ( ) \ J 29.7 YI 20-1 48" DIA. MANHOLE w/ PEN HROAT � BO OM ELEV: 720.5 T P OF DAM: 724.0 2 'SEDIMENT STORAGE I i 20.5 \ o \ \ �Q & FLAT SLAB TOP (8" PENI G) I TEMPORARY DI ERSI \ THROAT INV: 739.0 INV: 725.0 ^ Q ^ � 1 8 TEM DIVERSION DI CH DITCH TD 20- \ 0 10 11 1 2 •5 YI 20-2 P 20-1 I \ 76 LF 24" @ 1.32% -I 4 MANH LE w/ OPEN THRO vl \ " \ INV IN: 7 .0 INV OU 724.0 CLASS 1 RIPRAP 0 & FLAT SLA OPENING) \ 1 6.7 S . OUTLET PROTECTION I LIMITS OF DIST RBANCE \ � INV:724.0 � \\ 100 LF 24" RCP 1.00% o P 20-2 �4S 76 LF 24" RC @ 1.324 MAINTIAN A j 24 INIMUM 50' UNDISTURBED BUFFE - j NOTE: TEMPORARY DIVERSION DITCH TO BE INV IN: 721.5 INV OUT: 720.5 - _ \ I INV IN: 724.0 INV OUT: 723.0 TO ANY STIR AM. LOCATE AND MARK THE \ � � � EXTENDED AS FILL PROGRESSES TO THE EAST - TD � TD TEMPORARY DIVERSION � - AN \ BUFFER LIMITS PRIOR TO THE ST RT , �720.5 TD TD TD - - - - - - - - - - - - - - - - - - - - e I DITCH TD 20-7 u 0.5 -% 1 6.7 \ OFREAM ANY CL AIRING ACTIVITIES 724 \ - - - - - - - - -✓ • ' TEMPORARY DIVERSION I / �7 TD SKB 20-2 DITCH TD 20-2 ! `� BOTTOM ELEV: 720.5 I I ♦ j ?4 TOP OF DAM: 724.0 TEMPORARY DIVE 2.0' SEDIMENT STORAGE DITCH TD 20-3 ON MATERIAL STORAGE AREA A BE 7 p �7 ACCESSED USING THE EXISTI ROA 2 8./AND 0 I I I I _ MAINTIAN A INIMUM 50' UNDISTURBED BUFFE � 740.5 If CLA 1 RIPRAP - i i OUTL PROTECTION \ I 72S LIMITS OF DISTURBANCE �/ A NEW GRAVEL ROAD T B CONSTRUCTED. THE R W L ELEVATED TO HEIGHT F TH BERM TO CROSS INT THE I I I \ \ TO ANY STREAM. LOCATE AND MARK THE I 1�3� STREAM AND BUFFER LIMITS PRIOR TO THE ST RT OF ANY CLEARING ACTIVITIES \ ♦ � 1 � \\ 720.5 TD -�- \ _724 4724.1 � AREA. \ SKB 20-3 / BOTTOP DAM: 744 05 � SKB 20-2 \ BOTTOM ELEV: 720.5 TOP OF DAM: 724.0 TEN 2.0' SEDIMENT STORAGE D Ti / 2. SEDIMENTSTORAGE 7 2S PHASE 7-9 MATERIAL STORAGE AREA A MATERIAL STORAGE AREA B SCALE: 1 " = 100' SCALE: 1 " = 100' P - ' / - �20' 40' BERM STABILIZED WITH VEGETATION i I I -III -III -III -I I I ' \ 47 31. 9 ' ' -� 11=1 11-1 I I -I 11-1 11=1 11- z , . I I=1 11-1 I I -I 11-1 I I -I 11-1 11-IIIMIS-1 1 \ \_ - 1=1 I I -III -III -III -III -III -I - 20 , _-III-III-I I I -III -I I I -III -III -III -III -III -III-_ EX. GROUND III=1 alley, Williams, Carmen, &king, inc. �=III=III-III=III-III=III-III=III-111 - EX. GROUND --. ❑UND CONSULTING ENGINEERS \ \ , l F� 100 - FIRM LICENSE No. F-0203 ` S. R. ` - / 120 SOUTH MAIN STREET P.O. BOX 1248 \ / KANNAPOLIS, NC 28082 704/938-1515 OLD \ _ ` / �� \ NOTE: THE MATERIAL STORAGE AREAS SHALL BE CONSTRUCTED WITH A 50/50 BLEND OF EARTHEN OVERBURDEN SOILS B \ - / AND STALITE'S CALCIUM BASED PRODUCTION PROCESS BYPRODUCTS. EARTHEN OVERBURDEN SOILS SHALL BE OBTAINED DATE. ✓OB No.: DRAWN BY. CHECKED BY. DRAWING No.: 5-19-21 20536 RC GWW 20536 St Re 2021 Mine F 0 �/ FROM SITES WITH EXISTING MINE PERMITS OR APPROVED EROSION CONTROL PLANS. Permit Modification I� ROq p REVISION No. DESCRIPTION DATE INITIAL -724.8 (R - _ I �� /W V - CROSS-SECTION B-B TYPICAL BERM CONSTRUCTION DETAIL 1 Added access info & stream label 10-25-21 GWW N.T.S. 725 14 \\ 2 TE H ALL RM \ PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY ` \ CONSTRUCTION SEQUENCE DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF MATERIAL STORAGE AREA A THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC. ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE \ 8 1. REMOVE TIMBER FROM ALL PHASES OF MATERIAL STORAGE AREA A. THE STUMPS WILL BE LEFT IN PLACE. 2. BEGIN CLEARING THE AREA WHERE SKIMMER SEDIMENT BASIN SKB 20-1, PIPE P 20-3 AND TEMPORARY DIVERSION DITCH TD 20-2 WILL BE INSTALLED. APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE \ - t ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS - - - 3. INSTALL SKIMMER SEDIMENT BASIN SKB 20-1, TEMPORARY SILT FENCE DOWNSTREAM OF SKB 20-1, PIPE P 20-3 AND TEMPORARY DIVERSION DITCH TD 20-2. SEED AND STABILIZE THESE AREAS AS SOON AS THEY ARE COMPLETED. AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS. - ASS - - - �7304. 7 BEGIN PLACING MATERIAL IN THE PHASE 1 STORAGE AREA. ENSURE THAT ALL DISTURBED AREAS DRAIN TOWARDS THE WEST AND INTO SKB 20-1 VIA TEMPORARY DIVERSION DITCH TD 20-2. MAINTAIN A SAFETY BERM ALONG THE TOP OF SLOPES AT ALL TIMES. \ \ • 5. ONCE THE MATERIAL STORAGE PLACEMENT BEGINS IN THE SOUTHERN END OF PHASE 1, INSTALL PIPE P 20-1 AND MANHOLE YI 20-1. INSTALL THE MANHOLES IN SECTIONS AND USE THE OPEN MANHOLES FOR INLET DRAINS. INSTALL A STORAGE AREA AROUND THE INLET \ u �o AND INSTALL A TEMPORARY TRASH RACK. ONCE THE AREAS SURROUNDING THE MANHOLE HAS BEEN FILLED, INSTALL ANOTHER SECTION OF THE MANHOLE RISER. ♦ ^ 6. MONITOR ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL. REMOVE ACCUMULATED SEDIMENT, AND REPAIR ANY DAMAGE TO THE SEDIMENT BASINS, DIVERSION DITCHES AND SILT FENCE. 4 720.5 \ 750 r 7. BRING PHASE 1 STORAGE AREA TO GRADE AND IMMEDIATELY SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER. TEMPORARY \tea `\ 5 4 ^ 8. INSTALL TEMPORARY SILT FENCE ON THE NORTH SIDE OF PHASE 2 AND PHASE 3 STORAGE AREAS. DI ERS \ - MATERIAL STORAGE CROSS-SECTION A- 9. CONTINUE TO PLACE MATERIAL IN THE PHASE 2 STORAGE AREA, PROGRESSING FROM PHASE 2 TO PHASE 3. 10. ENSURE THAT ALL DISTURBED AREAS DRAIN TOWARDS THE SOUTH AND INTO SKB 20 1 VIA TEMPORARY DIVERSION DITCH TD 20 2MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES. AS EACH PHASE IS BROUGHT TO GRADE, SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH ATE . MPORARY GROUND COVER. D CH TD 20-4 \ - \ 10 11 \ 12 15 Q 6 29.3 SKB 20-1 YI 20 2 13 14 / 11. BEGIN PLACING MATERIAL IN PHASE 4 WITH FILL PLACEMENT PROGRESSING FROM PHASE 4 TO PHASE 6. ENSURE THAT ALL DISTURBED AREAS DRAIN TOWARDS THE WEST AND INTO SKB 20-1 VIA TEMPORARY DIVERSION DITCH TD 20-2. EXTEND TEMPORARY DIVERSION LAIR///i�� \ \ 4 MANH LE w/ OPEN THROAT \ \ &FLAT SLA "OPENING) \ \ 29.7 YI 20-1 ^" 48" DIA. MANHOLE w/ PEN HROAT BO OM ELEV: 720.5 T P OF DAM: 724.0 2 SEDIMENT STORAGE DITCH TD 20-2 AS FILL PROGRESSES TO THE WEST. MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES. AS EACH PHASE IS BROUGHT TO GRADE, SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER. 12. BEGIN CLEARING THE AREA WHERE SKIMMER SEDIMENT BASIN SKB 20-2 AND THE PHASE 7-15 TEMPORARY DIVERSION DITCHES WILL BE INSTALLED.° \`�� °A ' � Q ,°° FESS/O <° O ti -y , \ \ & FLAT SLAB TOP PENI G) \ INV: 724.0 ,Sp (8" p d THROAT INV: 739.0 ^ 13. INSTALL SKIMMER SEDIMENT BASIN SKB 20 2, TEMPORARY SILT FENCE FOR THE SKB 20 2 EMBANKMENT AND TEMPORARY DIVERSION DITCHES TD 20 3, TD 20 4 & TD 20 A. SEED AND STABILIZE THESE AREAS AS SOON AS THEY ARE COMPLETED. MONITOR ALL EROSION - - _- SEAL - P 20 2 INV: 725.0 CONTROL MEASURES AFTER EACH RAINFALL. REMOVE ACCUMULATED SEDIMENT, AND REPAIR ANY DAMAGE TO THE SEDIMENT BASINS, DIVERSION DITCHES AND SILT FENCE. - 16883 - 74S o 76 LF 24" RC @ 1.32/0 ^ Q 1 5 14. INSTALL TEMPORARY SILT FENCE ON THE NORTH SIDE OF PHASE 7 AND 8 STORAGE AREAS. - TEMP. SAFETY BERM P 20 1 INV IN: 724.0 v • 15. BEGIN PLACING MATERIAL IN THE PHASE 7 BERM STORAGE AREA AND WORK TOWARDS PHASE 9. ENSURE THAT ALL PHASE 7 AND PHASE 8 DISTURBED AREAS DRAIN TOWARD THE SOUTH AND THAT THE PHASE 9 DISTURBED AREA DRAINS INTO SKB 20 1 VIA THE �,°° N �, GINS°� 4 0 INV OUT: 723.0 _ o TEMPORARY DIVERSION DITCHES TD 20-3 & TD 20-A. MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES. 16. AS EACH PHASE IS BROUGHT TO GRADE, SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER. �� i FSLEY°°� / \ 10-25-21 1 6. 7 \ 755 750 _ _ _ _ - - CLASS 1 RIPRAP OUTLET PROTECTION 17. PLACE MATERIAL IN THE PHASE 10 STORAGE AREA, PROGRESSING FROM PHASE 10 TO PHASE 15. ENSURE THAT ALL DISTURBED AREAS DRAIN INTO SKB 20-2 VIA TEMPORARY DIVERSION DITCH TD 20-3. EXTEND TEMPORARY DIVERSION DITCH TD 20-3 AS FILL PROGRESSES TO THE EAST. MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES. DocuSigned by: /,III I I I I1 �\\\\ ocz „• 0� wvv ��TD 730 P 20 3 ^ 18. ONCE THE MATERIAL STORAGE PLACEMENT BEGINS IN THE SOUTHERN END OF PHASE 10, INSTALL PIPE P 20-2 AND MANHOLE YI 20-2. INSTALL THE MANHOLES IN SECTIONS AND USE THE OPEN MANHOLES FOR INLET DRAINS. INSTALL A STORAGE AREA AROUND THE d sa0000sEseasaae... \\ �� 100 LF 24" RCP 1.00% < INLET AND INSTALL A TEMPORARY TRASH RACK. ONCE THE AREAS SURROUNDING THE MANHOLE HAS BEEN FILLED, INSTALL ANOTHER SECTION OF THE MANHOLE RISER. 19. AS EACH PHASE IS BROUGHT TO GRADE, SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER. 2q INV IN: 721.5 I CLA 1 RIPRAP INV OUT: 720.5 20. ONCE MATERIAL STORAGE AREA A HAS BEEN FILLED TO THE PHASE LIMITS, STABILIZE THE REMAINING FILL SLOPES AND FILL AREA PER THE RECLAMATION PLAN AND SEEDING SPECIFICATIONS. MAINTIAN A INIMUM 50' UNDISTURBED BUFFE - i ♦ OUTL PROTECTION \ - 21. AFTER FINAL STABILIZATION OF MATERIAL STORAGE AREA A IS COMPLETED, REMOVE THE TRASH RACKS, AND INSTALL THE YARD INLETS FOR YI 20-1 AND YI 20-2. REMOVE SKIMMER SEDIMENT BASIN SKB 20-1, SKIMMER SEDIMENT BASIN SKB 20-2, TEMPORARY DIVERSION TO ANY STIR STREAM AN AM. LOCATE AND MARK THE j I BUFFER LIMITS PRIOR TO THE ST RT \ ♦ �720 5 \ TD TD TD , TD TO - - _ _ _ _ - _ _ _ - - e - I I DITCHES TD 20-2, TD 20-3, TD 20-4 & TD 20-A AND TEMPORARY SILT FENCE. STABILIZE ALL AREAS THAT ARE DISTURBED DUE TO REMOVAL OF EROSION CONTROL MEASURES. OF ANY CL AIRING ACTIVITIES \ _724 - - - - - - - - - - - - - - - TEMPORARY DIVERSION CONSTRUCTION SEQUENCE SKB 20-2 \ - CB1T>S�I TD 20-2 I MATERIAL STORAGE AREA B BOTTOM ELEV: 720.5 TOPE DAM: 724.0 TEMPORARY DIVERSION MATERIAL STORAGE AREA A TO BE 14 1. REMOVE TIMBER FROM ALL OF MATERIAL STORAGE AREA B. THE STUMPS WILL BE LEFT IN PLACE. 2.0' SEDIMENT STORAGE 72 S DITCH TD 20-3 Q �JACCESSED USING THE EXISTIN ROA �2 8 . / AND A NEW GRAVEL ROAD TO B I � I I 2. BEGIN CLEARING THE AREA WHERE SKIMMER SEDIMENT BASIN SKB 20-3, SKIMMER SEDIMENT BASIN SKB 20-4, THE TEMPORARY GRAVEL ACCESS ROAD, PIPE P 20-4 AND TEMPORARY DIVERSION DITCHES TD 20-5, TD 20-6, TD 20-7 & TD 20-8 WILL BE INSTALLED. 3. INSTALL SKIMMER SEDIMENT BASIN SKB 20-3, SEDIMENT BASIN SKB 20-4, TEMPORARY SILT FENCE FOR SKB 20-3 & SKB 20-4 EMBANKMENTS, THE TEMPORARY GRAVEL ACCESS ROAD, PIPE P 20-4 AND TEMPORARY DIVERSION DITCHES TD 20-5, TD 20-6, TD 20-7 & TD 20-8. STALITE MINE LIMITS OF DISTURBANCE 2 CONSTRUCTED. THE RO WIL4 I ELEVATED TO HEIGHT F THE BA I BERM TO CROSS INT THE WORK SEED AND STABILIZE THESE AREAS AS SOON AS THEY ARE COMPLETED. MONITOR ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL. REMOVE ACCUMULATED SEDIMENT, AND REPAIR ANY DAMAGE TO THE SEDIMENT BASINS, DIVERSION DITCHES AND SILT FENCE. 4. BEGIN PLACING MATERIAL IN THE STORAGE AREA. ENSURE THAT ALL DISTURBED AREAS SOUTH OF THE HIGH POINT DRAIN TOWARDS THE SOUTH AND INTO SKB 20-3 VIA TEMPORARY DIVERSION DITCHES TD 20-7 & TD 20-8. ENSURE THAT ALL DISTURBED AREAS NORTH OF THE HIGH POINT DRAIN TOWARDS THE NORTH AND INTO SKB 20-4 VIA TEMPORARY DIVERSION DITCHES TD 20-5 & TD 20-6. CAR O LINA STALITE COMPANY LIMITED PARTNERSHIP - 724.1 S AREA. 5. ONCE MATERIAL STORAGE AREA B HAS BEEN FILLED, STABILIZE THE FILL SLOPES AND TOP PER THE RECLAMATION PLAN AND SEEDING SPECIFICATIONS. 6. AFTER FINAL STABILIZATION OF MATERIAL STORAGE AREA B IS COMPLETED, SKIMMER SEDIMENT BASIN SKB 20-3, SKIMMER SEDIMENT BASIN SKB 20-4, TEMPORARY DIVERSION DITCHES TD 20-5, TD 20-6, TD 20-7 & TD 20-8, TEMPORARY SILT FENCE, AND THE TEMPORARY 2021 MATERIAL STORAGE AREAS / CONSTRUCTION ENTRANCE MAY BE REMOVED. STABILIZE ALL AREAS THAT ARE DISTURBED DUE TO REMOVAL OF EROSION CONTROL MEASURES. SHEET 3 OF 4 PHASE 1-15 MATERIAL STORAGE AREA A SCALE: 1 " = 100' 2' PVC SEDIMENT CLEANOUT REFERENCE STAKE, MARK SEDIMENT CLEANOUT DEPTH ON STAKE, MAXIMUM LEVEL OF P❑R❑US BAFFLES SEDIMENT C❑LLLECTED. (SEE DETAIL) CLEAN BASIN WHEN THIS LEVEL IS II FAIRCL❑TH REACHED. -1II- SKIMMER -I I I -I ❑R EQUAL-II1=1II- ,-III-III-� ------------------------11=111111111111111111111 I -III -III -III -I I I- W ARM M� I I I-III-III-III-III-� I I -I I I -I I I-III=III-III W Q -1 11-1 11=1 I M I 1-1 11-1 11-11 ELEV, 'C' EMERGENCY SPILLWAY ELEV, "B" r/ * FREEBOARD - 1' MIN, =III=III=III=III=1 I I- EMBANKMENT STABILIZED -I I I -I I I -I I I -I I I -I I I -I I I- _ WITH VEGETATION -III-III-III-III-III-I I I -I 11- . /_ �=1 I I=III=III=:I M I M I M I I 1 11111111111111111111111111111111111111111111111' 2:1 SLOPE MAX, -1 11=1 I I 1=1 I I=1 I I=1 11=1 11=1 I I 11 III III III III III III III III III I I III III-. I -III- I 'III 1 I I- i I-1 1 1-1 1 1-1 1 1-1 1 1 � -III-III-I I I -III -III -III -III- I: FLEX 111 SL❑PE 1-III-III-III=1 11-1 11-1 I I-11- HOSE =III=III=III=III=III=III=III...III: SKIMMER BARREL ELEV, 'A' OUTLET STABILIZATION SELECT FILL PLACED 6'W x 9'L STRAW MATTING IN LAYERS AND CONPACTED CONSTRUCTION SPECIFICATIONS: 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER. SKIMMER HORIZONTAL MOVEMENT IS TO BE LIMITED BY METAL STAKES OR 2x4's. INSTALL SKIMMER PER MANUFACTURER'S RECOMMENDATIONS. 4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. 6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. 7. EARTHEN SPILLWAYS -INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999. J. W. FAIRCLOTH & SON.). 8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. 9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY, AND SEED AND STABILIZE THE EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION). 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES. INSTALL A MINIMUM THREE ROWS OF POROUS BAFFLES ACROSS WIDTH OF BASIN. BAFFLE MATERIAL TO BE COIR EROSION BLANKET, COIR MESH OR SIMILAR. 11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION). 12. SAFETY - SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND LOCAL REQUIREMENTS. MAINTENANCE: 1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. 2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. 3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. 4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. 5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. 6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. STORAGE AREA CLEANOUT DEPTH SEDIMENT STORAGE SURFACE AREA SPILLWAY LENGTH ELEV "A" ELEV "B" ELEV "C" BASIN # W1 I L1 I D1 I W2 I L2 I D2 I W3 I L3 D3 (FT3) A2 (FT) SKB 20-1 IRREGULAR - SEE BELOW 1.2 11,800 7,921 24.0 720.5 722.5 724.0 SKB 20-2 IRREGULAR - SEE BELOW 1.2 12,931 7,441 22.0 720.5 722.5 724.0 SKB 20-3 12.0 90.0 2.0 20.0 98.0 3.5 26.0 104.0 1.2 3040.0 1960.0 6.0 740.5 742.5 744.0 SKB 20-4 12.0 90.0 2.0 20.0 98.0 3.5 26.0 104.0 1.2 1 3040.0 1 1960.0 1 6.0 1 730.0 1 732.0 1 733.5 L1 = BASIN LENGTH AT THE BOTTOM OF THE BASIN W1 = BASIN WIDTH AT THE BOTTOM OF THE BASIN L2 = BASIN LENGTH AT THE TOP OF THE SEDIMENT STORAGE W2 = BASIN WIDTH AT THE TOP OF THE SEDIMENT STORAGE L3 = BASIN LENGTH AT THE TOP OF THE EMBANKMENT W3 = BASIN WIDTH AT THE TOP OF THE EMBANKMENT D1 = THE DEPTH OF SEDIMENT STORAGE D2 = THE OVERALL DEPTH OF THE SEDIMENT BASIN D3 = THE CLEANOUT DEPTH OF SEDIMENT A2 = SURFACE AREA AT THE TOP OF THE SEDIMENT STORAGE E SURFACE INC. STORAG SKB 20-1 PLASTIC SLOPE DRAIN PIPE (12 IN.) - "A" Sch 40 coupling connection DESIGN NOTES: 1. SEDIMENT STORAGE = 1800 CUBIC FEET PER DISTURBED ACRE 2. REQUIRED SURFACE AREA = 325*Q10 3. CLEANOUT DEPTH = 60% OF THE DESIGN STORAGE 4. ALL RUNOFF HAS BEEN CALCULATED USING THE RATIONAL METHOD 5. SKIMMER DESIGN BASED ON FAIRCLOTH SKIMMER DESIGN STANDARDS 6. DESIGN STORM IS 10-YEAR TO PASS THROUGH SPILLWAY 7. THE SPILLWAY LENGTH IS BASED ON THE STANDARD IN THE EROSION CONTROL MANUAL 8. SEDIMENT VOLUME CALCULATIONS BASED ON AVERAGE END AREA METHOD SKB 20-2 ELEVATION SURFACE AREA SF INC. VOLUME FT3 STORAGE VOLUME FT3 NOTES 720.5 5,526 0 0 BASIN FLOOR 721.0 5,981 2,877 2,877 722.0 6,938 6,460 9,336 CLEANOUT721.7 722.5 7,441 1 3,595 12,931 SEDIMENT STORAGE 723.0 1 7,958 1 3,850 16,781 724.0 1 9,041 1 8,500 25,280 TOP OF DAM MEW y01111u100=55Y ►11 Faircloth Skimmer Cut Sheet J.W. Faircloth & Son, Inc. www.fairclothskimmer.com "C" pvc float - "G" vent "H" inlet aluminum straps suspending inlet L "D" head on center of inlet and orifice "E" inlet extension Skimmer shown in floating position "B" hose, ss clamps "B1" threaded male nipple on outlet end BASIN # „A„ „B„ „B1„ I,C„ „D„ „E„ „F„ „G„ „H„ SKB 20-1 4" 1.5" 2" 2.5" 2" 2" 27" ill 2.0" SKB 20-2 4" 1.5" 2" 2.5" 2" 2" 27" ill 2.0" SKB 20-3 4" 1.5" 1.5" 2" 1.5" N/A 16" 1" 1.01, SKB 20-4 4" 1.5" 1.5" 1 2" 1 1.5" N/A 16" 1" 1.01, EAIRCLETH SKIMMER SKIMMER BASIN WITH BAFFLES DETAIL STEEL POSTS (QUANTITY VAR.) m A MIN. 4 :MAX.) TEMPORARY OR � PERMANENT DITCH 2' (M I N.) I- SOIL STABILIZATION GEOTEXTILE Gyt'yl I' (MIN.: W �I PRIMARY SPILLWAY - SKIMMER (SIZE VAR.) STONE PADS WOOD STAKE, METAL POST OR STAPLE L = 3W EARTH DIKE 6 IN, (MIN,) 3/4L COIR FIBER MAT 1/ 2L SOIL STABILIZATION 114E t' GEOTEXTILE - - - ` 'F MIN. 18 IN. 1'tMINJ OVERLAP _ (MIN.) \\ � * Y - 1.5-1 (MIN.) S 2 4 IN. (MIN.) 3' 1'(MIN.) MAX. 6. 2 r k-4'-II ��ti - - UNCLASSIFIED EARTH �2/ \ / ff - - - - MATERIAL VARIABLE NATURAL GROUND COIR FIBER BAFFLE I 1 2' 1 RIGID (SEE ROADWAY STD, DWG, N0, 1640.01) COUPLING UNCLASSIFIED EARTH MATERIAL STEEL POSTS PLACE SEALANT AROUND BARREL PIPE WITH MINIMUM WIDTH OF 6 IN, SOIL STABILIZATION GEOTEXTILE 9' (MIN.) ,,I - - -I- 6' (MIN.) COIR FIBER MAT 2" x 2" (nominal) WOODEN STAKE 1 II 1-2 12-24/, r #10 STEEL REINFORCEMENT BAR 4 II 411 DIAMETER BEND 24'r 1" (nominal) STAPLE ill 12" CLASS B STONE PAD (4 x 4 x F MIN.) CO I R FIBER MAT NOTES AN C H 0 R 0 P T IONS 1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 2. LIMIT EARTH DIKE HEIGHT TO 5 FT. 3. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT. 4. DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING O/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN. 5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED. 6. SOIL STABILIZATION GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN.). NaT To SCALE MAX, LEXEL OF C❑NSTRUCTI❑N SPECIFICATI❑NS 6" OF #57 CARRY RIPRAP UP SEDIMENT 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT ❑F ALL VEGETATI❑N COLLECTED -CLEAN WASHED STONE 1' MIN, SIDES OF SPILLWAY AND ROOT MAT, REM❑VE ALL SURFACE S❑IL C❑NTAINING HIGH AM❑LINTS ❑F BASIN WHEN THIS 2' ❑RGANIC MATTER AND ST❑CKPILE ❑R DISP❑SE ❑F IT PR❑PERLY, HAUL ALL LEVEL IS REACHED TOP OF BERM ❑BJECTI❑NABLE MATERIAL T❑ THE DESIGNATED DISP❑SAL AREA, 2. ENSURE THAT FILL MATERIAL F❑R THE EMBANKMENT IS FREE ❑F R❑❑TS W❑❑DY TOP ELEVATI❑N OF 0 0 0 0 MI FREEBOARD VEGETATI❑N, ❑RGANIC MATTER, AND OTHER ❑BJECTI❑NABLE MATERIAL. PLACE THE IIIII=1_. MINIMUM STORM WATER � FILL IN LIFTS N❑T T❑ EXCEED 9 INCHES AND MACHINE C❑MPACT IT, ❑VER FILL _ THE EMBANKMENT 6 INCHES T❑ ALL❑W F❑R SETTLEMENT, IIIII= Iii, CLASS B EROSION 3. C❑NSTRUCT THE ❑UTLET SECTI❑N IN THE EMBANKMENT, PR❑TECT THE C❑NNECTI❑N IIIII=IIIII- 1.5' MAX, M CONTROL STONE BETWEEN THE RIPRAP AND THE S❑ I L FR❑M PIPING BY USING FILTER FABRIC ❑R A IIIII-_IIII _SEDIMENT 9' d50 KEYWAY CUT❑FF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE S❑IL. MAX, SIZE 14' =IIII _ _ PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND S❑IL. EXTEND THE FABRIC III I I=IIII I= II III = I I I I I IIIII I=IIIII ACR❑SS THE SPILLWAY F❑UNDAT I ❑N AND SIDES T❑ THE T❑P ❑F THE DAM; ❑R EXCAVATE A KEYWAY TRENCH AL❑NG THE CENTERLINE ❑F THE SPILLWAY F❑UNDATI❑N MINIMUM FLOOR - EXTENDING UP THE SIDES T❑ THE HEIGHT ❑F THE DAM, THE TRENCH SH❑ULD BE SURFACE AREA AT LEAST 2 FT DEEP AND 2 FT WIDE WITH 1:1 SIDE SLOPES. 20' X 140' ,. 17' MINIMUM 4, CLEAR THE P❑ND AREA BEL❑W THE ELEVATI❑N ❑F THE CREST ❑F THE SPILLWAY T❑ 18' MINIMUM FILTER FABRIC FACILITATE SEDIMENT CLEANOUT. KEY IN B❑TT❑M LAYER 5. ALL CUT AND FILL SL❑PES SHOULD BE 2:1 ❑R FLATTER. ❑F RIPRAP 6. ENSURE THAT THE ST❑NE (DRAINAGE) SECTI❑N ❑F THE EMBANKMENT HAS A MINIMUM DESIGN _ B❑TT❑M WIDTH ❑F 3 FT AND MAXIMUM SIDE SLOPES ❑F 1:1 THAT EXTEND T❑ THE T❑pTLED 21 10, OVERFILL 6' B❑TT❑M ❑F THE SPILLWAY SECTION. FOR SETTLEMENT 1,5' 7, C❑NSTRUCT THE MINIMUM FINISHED ST❑NE SPILLWAY B❑TT❑M WIDTH, AS SH❑WN ❑N THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING T❑ THE TOP ❑F THE OVER FILLED __i - IIII - EMBANKMENT, KEEP THE THICKNESS ❑F THE SIDES ❑F THE SPILLWAY ❑UTLET STRUCTURE AT A MINIMUM ❑F 21 INCHES. THE WEIR MUST BE LEVEL AND = I I 111 I- IIIII=IIIII- C❑NSTRUCTED T❑ GRADE T❑ ASSURE DESIGN CAPACITY, II -I 11 I- I J�II- II- - - _III _IIIII_ 8. MATERIAL USED IN THE ST❑NE SECTI❑N SH❑ULD BE AWELL-GRADED MIXTURE ❑F IIIII- II- ST❑NE WITH A D50 SIZE ❑F 9 INCHES (CLASS B ER❑SI❑N C❑NTR❑L ST❑NE) AND A IIIII- I/� EMERGENCY MAXIMUM ST❑NE SIZE ❑F 14 INCHES. THE ST❑NE MAY BE MACHINE PLACED AND 5/FILL _ 2:1 SIDE BY-PASS THE SMALLER ST❑NES W❑RKED INT❑ THE V❑IDS ❑F THE LARGER ST❑NES. THE IIIII = SLOPE MAX. 6" BELOW ST❑NE SH❑ULD BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT, FILTER �� SETTLED TOP FABRIC = 111 SIDE OF DAM 9. ENSURE THAT THE ST❑NE SPILLWAY ❑UTLET SECTI❑N EXTENDS D❑WNSTREAM PAST SL❑PE MAX, THE T❑E ❑F THE EMBANKMENT UNTIL STABLE C❑NDITI❑NS ARE REACHED AND ❑UTLET - 1 I1I NATURAL GROUND VEL❑CITY IS ACCEPTABLE F❑R THE RECEIVING STREAM, KEEP THE EDGES ❑F THE 3' ST❑NE ❑UTLET SECTI❑N FLUSH WITH THE SURR❑UNDING GR❑UND AND SHAPE THE MIN. CENTER T❑ C❑NFINE THE ❑UTFL❑W STREAM, STORAGE AREA CLEAN❑UT DEPTH SEDIMENT STORAGE SURFACE AREA SB 13-011 W1 I L1 I D1 I W2 I L2 I D2 F W3 I L3 D3 (FT3) A2 34.0 1 68.0 1 3.0 1 46.0 180.0 1 4.5 1 52.0 1 86.0 1 1.8 8,988.0 1 3,680.0 10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS S❑ THAT FL❑W WILL N❑T DAMAGE THE EMBANKMENT, 11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS AB❑VE THE SEDIMENT P❑❑L AND D❑WNSTREAM FR❑M THE TRAP IMMEDIATELY AFTER C❑NSTRUCTI❑N, MAINTENANCE INSPECT TEMP❑RARY SEDIMENT TRAPS AFTER EACH PERI❑D ❑F SIGNIFICANT RAINFALL. L1 = BASIN LENGTH AT THE BOTTOM OF THE BASIN REM❑VE SEDIMENT AND REST❑RE THE TRAP T❑ ITS ❑RIGINAL DIMENSI❑NS WHEN THE W1 = BASIN WIDTH AT THE BOTTOM OF THE BASIN SEDIMENT HAS ACCUMULATED T❑ ❑NE -HALF THE DESIGN DEPTH ❑F THE TRAP, PLACE THE L2 = BASIN LENGTH AT THE TOP OF THE SEDIMENT STORAGE SEDIMENT THAT IS REM❑VED IN THE DESIGNATED DISP❑SAL AREA AND REPLACE THE W2 = BASIN WIDTH AT THE TOP OF THE SEDIMENT STORAGE C❑NTAMINATED PART ❑F THE GRAVEL FACING. L3 = BASIN LENGTH AT THE TOP OF THE EMBANKMENT W3 = BASIN WIDTH AT THE TOP OF THE EMBANKMENT CHECK THE STRUCTURE F❑R DAMAGE FR❑M ER❑SI❑N ❑R PIPING. PERI❑DICALLY CHECK D1 = THE DEPTH OF SEDIMENT STORAGE THE DEPTH ❑F THE SPILLWAY T❑ ENSURE IT IS A MINIMUM OF 1.5 FT BEL❑W THE L❑W D2 =THE OVERALL DEPTH OF THE SEDIMENT BASIN P❑INT ❑F THE EMBANKMENT, IMMEDIATELY FILL ANY SETTLEMENT ❑F THE EMBANKMENT D3 =THE CLEANOUT DEPTH OF SEDIMENT T❑ SLIGHTLY AB❑VE DESIGN GRADE. ANY RIPRAP DISPLACED FR❑M THE SPILLWAY MUST A2 = SURFACE AREA AT THE TOP OF THE SEDIMENT STORAGE BE REPLACED IMMEDIATELY, TEMPORARY SEDIMENT BASIN THEERSTRUCTUREIANDTALL❑UNSTABLERSEDIMENT,BESM❑❑THMTHENAREAST❑BBLENDDWITHEM❑HE NTS ADJ❑INING AREAS AND STABILIZE PR❑PERLY, 4' MAX. BETWEEN POSTS 9-GAUGE MINIMUM HIGH TENSION WIRE STRAND ATTACHED TO STEEL POSTS TO PREVENT SAGGING /.-5' STEEL POST COIR EROSION BLANKET, - COIR MESH (OR SIMILAR) DRAPED OVER WIRE STRAND BAFFLE INSTALLATION - STEP 1 NOTES: 1. DRIVE 5' MINIMUM STEEL POSTS AT LEAST 24" INTO SOLID GROUND. 2. ATTACH THE FABRIC TO THE SUPPORTING WARE WITH ZIP TIES, WIRE OR STAPLES. 3. ATTACH THE FABRIC TO THE BOTTOM AND SIDES USING STAPLES. 4. SPACE THE BAFFLES ACCORDING TO THE APPROVED PLAN. 5. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED COIR MESH ATTACHED TO ROPE OR WIRE WITH TIES PERSPECTIVE VIEW TOP OF BAFFLES SHOULD BE 6" HIGHER THAN THE SPILLWAY INVERT AND 2" LOWER THAN THE TOP OF THE BERM COIR MESH STAPLED -'-- T SIDES BAFFLE INSTALLATION - STEP 2 POROUS BAFFLES 24" MIN, 2 //\\//\\//\\/ 1 -III-: /\//\tiv//ice//i/ -III-III-111- 11- 2 -I I 1=111=111=111=1 I I: "-1 I I _ -1 I I, ; I I I IIII 1- 2 1 ;W 1 -III-I 11=1 11-III, ; ,III, III;.ITr -111- �2 2 I-1 I -IIII- ;III II, II IIII. =1 I I=ill =1 I I- -111-1 I I ' NOTE: DD 20-2 TO BE CONSTRUCTED WITH A 24' DITCH DEPTH TEMPORARY DIVERSION DITCH NTS G❑ARSE AGGREGATE 30 M1� TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PHYSICAL PROPERTIES AGGREGATE SIZE -USE 2-3 INCH WASHED STONE. DIMENSIONS OF GRAVEL PAD - THICKNESS, 6 INCHES MINIMUM WIDTH, 12-FT MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER, LENGTH, 50-FT MINIMUM CONSTRUCTION SPECIFICATIONS 1, CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT, 2, PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT, 3, PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. MAINTENANCE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS, M I N. 10 GA, LINE WIRE FABRIC STAPLED TO BOTTOM AND SIDES OR BURIED IN TRENCH JLET ZONE SURFACE AREA BER :E AREA ■ 6"4" TRENCH, j BACKFILLED AND ■ COMPACTED ■ ■ ■ VARIABLE AS DIRECTED BY THE ENGINEER . �il■=,,Mm ��■lll■ II■��MMMMMM■lim II■��MMMMMM■lim II■��MMMMMM■lim MMMMMMElim 0101010101MEN= 01010101MMENE =======::= I .:====================..= .� .� -mi �=11! ill i I J W I- MIN. 12-1/2 GA, INTERMEDIATE WIRES EII 3 QI- W0 I- O C3 0 0 o 0 0_ 3 0_ GENERAL NOTES: FENCE FABRIC SHALL BE A MINIMUM OF WIRE FABRIC LLL � FILTER FABRIC I I. " ILL 32' IN WIDTH AND SHALL HAVE A 11=' MINIMUM OF 6 LINE WIRES WITH 12' STAY SPACING. 'I. �LJ 30, w 32' MIN. WIDTH �� FILTER FABRIC SHALL BE MIRAFI 100 FABARIC OR EQUIVALENT. BURLAP w .j a FILTER FABRIC LL II CANNOT BE USED WHERE SILT FENCE IS L` a J_I=I . TO REMAIN FOR A PERIOD OF MORE THAN li ll 30 DAYS. N- STEEL POSTS SHALL BE 5' -D' IN HEIGHT I III 111-1 I 11-I I I I -I I I I -I I I I -I I I I -I I I I -I I I AND BE OF THE SELF -FASTENER ANGLE --TJ�J -I JJJ M JJJ -9 JJJ - f JJ - f JJ �JJJ JJJ STEEL TYPE. ANCHOR SKIRT MINIMUM OF 6' WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO 6' WOODED POST WITH NOT LESS THAN #9 WIRE STAPLES 1 1/2' LONG. ALTERNATE: IN LIEU OF BURYING SKIRT, 6' OF #5 STONE MAY BE USED TO ANCHOR SKIRT. TEMPORARY SILT FENCE GENERAL NOTES 2'-O' D W T As Z oa) USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. � ">_ 0 INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL I- Q CONCENTRIC Q USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 DIAMETER WALL TOP/BOTTOM AREA OF STEEL Q F WELDED WIRE FABRIC (WWF). CONE SECTION v o (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. " 0 0 . FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) (SQ. IN.) LL J n-'-' Z ooco= ACCORDANCE WITH AASHTO M199. W Q Z LL - ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 6 0.12 H 0 < O CD FROM THE TOP TO THE BOTTOM OF THE MANHOLE. 5 5 8 0.15 H = ~ Z " �- ::f W WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 6 8 0.18 O ~ LL O J THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 0 O � ar OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. Z �-I LIMIT DEPTH OF FILL TO 30'-O" FROM FINISH GRADE TO TOP OF D r 0_ p BOTTOM SLAB. 2r_n/1 , W ALTERNATE CONE SECTION III - 0 THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE GRADE RING r THINNEST PORTION OF THE TOP/BOTTOM SLAB. eq u MIN. AREA OF STEEL v IS 0.07 in.2 * TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE W A DISTINGUISHABLE TOP AND BOTTOM. 6" MAX. SPACING W LOCATE WALL REINFORCEMENT OF CIRCUM. R/F a D' + 2 `W' IN MIDDLE THIRD OF WALL o FRAME AND GRATES STD. NO. TRAFFIC BEARING 840.37 NONTRAFFIC BEARING: 840.22 840.24 840.20 840.29 840.33 N illADDITIONAL N Cr 0 0 CLRMIN. #4 REBAR O v LL 0.L STEP STD. O, (p o°° °' :o°° °'° yt NO. 840.66 T AS H W CL J CLRMIN. USE MIN. AREA OF STEEL IN TOP (CIRCUMFERENTIAL 2� Z F-4 SLAB OF #4'S @ 8" CTS EACHWAY/EACH FACE *. REINFORCEMENT) Q cc: a d ADDITIONAL #4 EACH FLAT TOP SLAB LONGITUDINAL REINFORCEMENT m 0 ui QO SIDE OF OPENING (1" ADDITIONAL #4 EACH It CLEAR OF BOTTOM FACE PLACE BARS DIAGONAL SIDE OF OPENING (1" RISER CLEAR OF BOTTOM FACE) °°0 � � � TO CORNERS (TYP.) z = Q 'W' 'D' w' � W H I \ \ / ` , = CV / ., `� FRAME &GRATE , , >_ Q r / _ Z _\ SEE STD. 840.54 FOR MANHOLE z BASE Z _ _ _ _ / III I11 / / RING AND COVER � 0 a / :; _ JL _ _11 1 I / / � 7 �' 41 U • H III = JL _ �I ' I / J I I \> X , _S�_ 7 / °0, ..i., . .so, •. Q \ I- _ L _ -1 - / \ / F USEO"TN. AREA OF STEEL 0 _ _ _ _ _ \ \ / \ - \ -- IN BASE SLAB OF PER LINEAR W \ , / ` ,in2 FOOT EACH WAY M ` - ` - a ` TYPICAL MANHOLE SECTION SHEET 1 OF 1 GRATED INLET OPTION MANHOLE OPTION 840.52 z TOP OF FILL TOP OF FILL TOP OF FILL O O " aQ Er -) GROUND LINE H GROUND LINE H GROUND LINE H 0 LL J 0 z ooU)= z 'I'_1l1=k1=111_=111_111-111�111_ too =III=B1=111= =III=1ll_IIIz111_ III?111=.I=lll= _ _ _ �I _ 11 III - - I-1 111 = OFl-II 111 111 III_lll I I_ - 111 U o CD cc: O III 111 Ill 111 - COMPACT AFTER - In III COMPACT AFTER nl 111 Q I- = ~ Z LU W I _ _ _ _ PIPE IS PLACED ! - - I - _ _ - _ lol PIPE IS PLACED 11 "I & PRIOR TO "I" rn & PRIOR TOLL III PLACEMENT OF . PLACEMENT OF Cr O U) = •..111 GEOTEXTILE 111 ' it FILL _ = FILL III_TlFlll=111 I.,'.•.•,I'. .• •. • °'••'- I.D./6 MIN. Ill••••••••'••• •' :: •'••rrl NOT LESS Z H CL I --I I.D. /6 MIN. NOT LESS THAN 6" I.D. /6 MIN. 1 , =11 - ill ln= lrl=ln_lu` THAN 6" ,,, m=1 = to lu=u l_ 1u _"1_, EARTH O.D. + 3' NOT LESS THAN 6" 1/2" PER FOOT OF 'H' T . W 0 0 BUT NOT LESS THAN 12" ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3' NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED ev ENGR. UNSUITABLE MATERIAL FOUNDATION PIPE IN TRENCH TOP OF FILL TOP OF FILL TOP OF FILL Z O 1--1 O H H H LL Q - J 0 J GROUND LINE GROUND LINE z I --I MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. GROUND LINE TYPE 2 - - 7 1 \/�\/�/\/I � - - - ;r - - - .•, GEOTEXTILE ,�. - - - - .� Q M � W =n1 _u_ul�u n-u1-nl="1= cn, _u_Insu n-u,-nl=lll= 0 Z d .:=ylFlll= 111 = COMPACT AFTER - 1 . •. & PRIOR TO •• .••• . - °• -PIPE IS PLACED •1„ . I.D./6 MIN. - - PLACEMENT OF _ O D_ " I--1 d W NOT LESS THAN 6" I11 _I,I_"I=111_pl_ 1p_111=111 FILL Ill _111=11 =III_p 1_ 111=111=_Ill 0 a � I.D./6 MIN. AS DIRECTED I.D./6 MIN. Z I"I C.0 COMPACT AFTER O.D. + 2' NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER PIPE IS PLACED NOT LESS THAN 6" O.D.+ 2' Q d 1-4 & PRIOR TO %2" PER FOOT OF 'H' �_ cc PLACEMENT OF ROCK FOUNDATION BUT FILL NORMAL EARTH FOUNDATION MORELESS THANTHAN 24" 12 I;n LL UNSUITABLE MATERIAL FOUNDATION PIPE ABOVE GROUND Q C) 0 GENERAL NOTES: DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS 0 Q O I.D. =THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O = 0C O.D. =THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE H =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II, CW G ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP BELOW SPRINGLINE. OF THE EMBANKMENT AT THAT POINT. APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. IMI TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. IrFr11= 111=rl UNDISTURBED EARTH MATERIAL LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 F. FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE BM0 SHEET 2 OF 3 UNCOMPAC WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. 300.01 ACCOMPLISH COMPACTION. Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. Z PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" " } ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Q H . r 12" CENTERS AS DIRECTED BY THE ENGINEER. 2Z = 0 USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL J O ,-Ij Z a IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O O = AS SHOWN ON STD. NO. 840.00. W Q Z LL FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER H 0 Cr O C='3 W-0" TO 16'-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Q X -1 X QUANTITIES ACCORDINGLY. � = Z LJ CONSTRUCT WITH PIPE CROWNS MATCHING. U) � LL 0 Q J A OO(n 4141. 1 � jINSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. 2: I--I� INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF N0. 78M STONE IN A F I> -I 1 1 I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. �70, CL 0 `,__ _ I CHAMFER ALL EXPOSED CORNERS 1".LU -` _ _ DRAWING NOT TO SCALE. *INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST 2" WEEP HOLES QUANTITIES ACCORDINGLY. Y Z P LAN 2ND OPENING F-I IF REQ'D. Q F TOP SLAB G m 'T It TOP SLAB v = TOP SLAB TOP ELEVATION #4 BAR Z TOP ELEVATION GUTTER LINE OLL 0 1" #4 BAR Z 6"* 0 OPENING 6"* _ - - z Q W I -I 0 0- 6" B 6" , TOP ELEVATION � V � __ 6„ A 6„ 11/2" CLR. O Q _ = 101/ I I � � PIPE WALL 2 0 � � 0 I I 1(THICKNES$ VARIES M fx .,t - UU_ 3/4"CLR. Q Z � °' ° (MIN.) 0 II- Cr 10 10 - #4 BAR Z< Z 1-. SEE NOTE I W r LU SECTION X-XM SEE NOTE SECTION Y-Y PART SECTION Y-Y Q O T SHOWING DETAILS AT OPENING 0 W MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) it W DIM'S OF BOX & PIPE REINFORCING ITOP & BOT. SLAB CU. YDS. CONC. TOTAL QUANTITIES DEDUCTION DED. ONE W PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y BARS - Z DIMENSIONS IN BOX BOX & SLABS ONE PIPE 6 THROAT OPENING OPENING D A B H NO. LENGTH NO. LENGTH NO. LENGTH F G TOP SLAB BOT. SLAB WALLIFT. HT. LBS, REINF. YDI (MIN H) C.S. R.C. YD3 Z 12" 3'-6" 2'-3" V-10" 4 3' 0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 0 15" 3'-6" 2'-3" 2'-1" 4 3'-0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.108 0.023 0.036 0.046 181, 4'-0" 2'-8" 2'-4" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" 3'-8" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 24" 4'-0" 2'-8" 2'-10" 5 3'-5" 7 4'-9" 2 4'_9" 5'-0" T-8" 0.226 0.340 0.284 35 1.521 0.059 0.085 0.053 24" 4'-0" 3'-6" 3'-4" 5 4'-3" 9 4'-9" 2 4' 9" 5'-0" 4'-6" 0.278 0.417 0.315 43 1.916 0.092 0.127 0.053 36" 4'-6" 4'-0" 3'-10" 5 4'-9" 10 5'-3" 2 5'-3" 5'-6" 5'-0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2 42" 5'-0" 4'-6" 4'-4" 5 5'-3" 12 5'-9" 2 5'-9" 6'-0" 5'-6" 0.407 0.611 0.389 6a 2.914 0.180 0.243 0.066 48" 5'-0" 5'-0" 4'-10" 5 5'-9" 13 5'-9" 2 5'-9" 6'-0" 6'-0" 0,444 0.666 0.407 68 3.298 0.235 0.317 0.066 840 • 04 1 %2"CLR. I I 0 w rr Ca J 11 �� w 1%2"CLR. 1 1Z2 1 #3 BARS "X" - I 11/2" CLR. EQUALLY SPACED CLR. F PLAN PRECAST OR CAST IN PLACE TOP SLAB F #4 BARS "Y" HANDLE ,-1" PIPE SLEEVE 1 / --,: L#3 BARS "X" Orr EQUALLY SPACED 11/2" CLR. G 11/2" CLR. #4 BARS r'Y" 11/2" CLR. EQUALLY SPACED v i IF SECTION W-W 3/4" RAD. co - 3" X 1/4" THICK ROUND OR SQUARE CUT WASHER 2 - HEX NUT 6„ DETAIL OF HANDLE z 0 I`__ Q Q ;Z Cr . LL __J E I -I Z O � z -' W Q Q LL = Q 0 = O (D = z W O �- LL O J 00U)Cr �� T o Z COUNTERSINK PART WHERE HANDLE IS LOCATED 1" I --I N AND ALLOW HANDLE TO MOVE VERTICALLY. m a[: o = LL 0 1" PIPE SLEEVE X 3" LONG. CD Z-I Q W H � 0 a - PART SECTION =11- THRU COVER SHOWING HANDLE O O = Q = Z:) O H CC Z - Z Cn W #4 BAR } a N O r N W W CC L6" 0 Z DOWEL 0 HEET 840.04 A _ � 3 doE:_F ;;�,Ofld 41 L=_,__�� PLAN I NOTES, 1. Lo, IS THE LENGTH OF THE RIPRAP APRON, A 2. T = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS W THAN 6' 3, IN A WELL DEFINED CHANNEL EX- TEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6' ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. \-FILTER FABRIC MIRAFI 60OX OR EQUAL SECTION A -A OUTLET PROTECTION C❑NSTRUCTI❑N SPECIFICATI❑NS 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN, COMPACT ANY FILL REQUIRED IN THE SUBGRADE T❑ THE DENSITY ❑F THE SURR❑UNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED S❑IL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. 3. FILTER FABRIC, MUST MEET DESIGN REQUIREMENTS AND BE PR❑PERLY PR❑TECTED FR❑M PUNCHING ❑R TEARING DURING INSTALLATI❑N. REPAIR ANY DAMAGE BY REM❑VING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA, ALL C❑NNECTING J❑INTS SHOULD OVERLAP A MINIMUM OF 1 FT, IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 4, RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AV❑ID DAMAGING THE FILTER, 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER, 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED. 7, CONSTRUCT THE APRON ON ZERO GRADE WITH NO ❑VERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA ❑R SLIGHTLY BELOW IT, 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THR❑UGH❑UT ITS LENGTH, IF A CURVE IS NEEDED TO FIT SITE C❑NDITI❑NS, PLACE IT IN THE UPPER SECTI❑N ❑F THE APRON. 9. IMMEDIATELY AFTER C❑NSTRUCTI❑N, STABILIZE ALL DISTURBED AREAS WITH VEGETATI❑N. MAINTENANCE INSPECT RIPRAP ❑UTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY ER❑SI❑N AR❑UND ❑R BELOW THE RIPRAP HAS TAKEN PLACE ❑R IF ST❑NES HAVE BEEN DISL❑DGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. Location Pipe Size Length Width Use P 20-1 24 13 15 15' OF CLASS I RIPRAP P 20-2 24 13 15 15' OF CLASS I RIPRAP P 20-4 1 24 1 13 1 15 1 15- OF CLASS I RIPRAP alley, williams, carmen, & king, inc. NTS CONSULTING ENGINEERS FIRM LICENSE No. F-0203 H v120 SOUTH MAIN STREET P.O. BOX 1248 KANNAPOLIS, NC 28082 704/938-1515 DATE.• JOB No.: DRAWN BY. CHECKED BY. DRAWING No.: 5-19-21 20536 RCC GWW 20536 Stalite 2021 Mine otio REVISION No. DESCRIPTION DATE f INITIAL PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC. ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS. \\\\\\1111111//// \\�NCARS /%,/-, A-40�*' �ESS/p4/ �/-7 SEAL 16883 DocuSigned by: /'/////S, E 1'l l \ \'\�\�\`\\\ 5-19-21 3AODO05E6BA648B... STALITE MINE CAROLINA STALITE COMPANY LIMITED PARTNERSHIP 2021 DETAILS SHEET 4 OF 4