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Home My WebLink AboutPLD ESC Plan SetTRIANGLE QUARRY - RDU EROSION CONTROL PLAN WAKE COUNTY, NORTH CAROLINA 50 •}{f! / I k , Jill 1r,'r l l 1� ICI 111 � � 1 1 AIRPORT': f ri- COUNTY LINE �� • �� ii�� '� UMTEAD TAT � 0i{f LAKE SITE PARKi1 fir CRABTREE�. ,fir I y EXIST QUAFRY f —j I+f ii TRIANGLE 5� r QUARRY EXPANSION jo NORTH \ a~ a1 1 VICINITY MAPNTS PROJECT NARRATIVE THE PURPOSE OF THIS CONSTRUCTION ACTIVITY IS TO CLEAR THE SITE (WEST OF CRABTREE CREEK) TO ACCOMMODATE THE MINING OPERATION, AND TO IMPROVE THE EXISTING MINING ROAD (EAST OF CRABTREE CREEK) - I PDES NOTES: 1. SEDIMENT BASIN OUTLET STRUCTURES. SEDIMENT BASINS AND TRAPS WITH DRAINAGE AREAS OF ONE ACRE OR GREATER SHALL USE OUTLET 51-RUCTURES THAT WITHDRAW WATER FROM THE SURFACE - COMPILED BY PHOTOGRAMMETRIC METHODS WAKE STONE x� CORPORATION Wake Stone Corporation Triangle Quarry Wake County Mining Permit No. 92-10 Site Plan Map 2020 Mining Permit Modification (Adding RDU Mineral Lease) Last Revised: April 2, 2020 DATE OF PHOTOGRAPHY: 03-17-2019 1 REVISION No.: Map Prepared by: L. Cole Atkins, Geologist I SHEET No.: 11 of 27 y. � EXPANSION i- III J f rn {� 1 EXISTING QUARRY ROAD l IMPROVEMENTS..: NORTH VICINITY MAP GALE: 1 " _ 500' NEW QUARRY EXPANSION CONSTRUCTION SCHEDULE PHASE 1 1, OBTAIN LAND —DISTURBING MINING PERMIT- 2, PROCEED WITH TIMBERING OPERATIONS- NO STUMP REMOVAL IS ALLOWED, INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN- CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION, * CONSTRUCTION OF THE DIVERSION CHANNEL ON THE EASTERN SIDE, ADJACENT TO CRABTREE CREEK, SHALL BE CONSTRUCTED IN AN EXPEDIENT MANNER, AND VEGETATION ESTABLISHED IMMEDIATELY AFTER CONSTRUCTION - ENSURE SILT fIENCE AT TOE OF SLOPE IS INSTALLED AND FUNCTIONING AT ALL TIMES, 3, BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED, 4, PROCEED TO PHASE 2, PHASE_2 5, RELOCATE THE CONSTRUCTION ENTRANCE AS SHOWN ON PLAN. 6. BEGIN CONSTRUCTION OF PERMANENT BERM. INSTALL RCP CROSS PIPES AS SHOWN ON PLAN. 7, STABILIZE BERM AS AREAS ARE BROUGHT UP TO FINISH GRADE WTfH VEGETATION. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 8, ALL REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY (DISSIPATERS SHOULD BE INSTALLED NOW. 9. MAINTAIN DEVICES AS NEEDED- RELOCATE EROSION CONTROL DEVICES AS NEEDED TO ACCOMMODATE CONSTRUCTION. 10- NO EROSION CONTROL MEASURES SHALL BE REMOVED WITHOUT THE APPROVAL OF THE ENVIRONMENTAL ENGINEER, 11- NCDEQ OR NCDEMLR RESERVE THE RIGHT TO REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. 12. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION. SEED AND MULCH DENUDED AREAS WITHIN (21) CALENDAR DAYS OF COMPLETION( OF ANY PRASE OF CONSTRUCTION. PERMANENT GROUND COVER SHALL BE INSTALLED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, EXISTING QUARRY ROAD IMPROVEMENTS CONSTRUCTION SCHEDULE PHASE 1 1. OBTAIN! LAND —DISTURBING MfNING PERMIT. 2- PROCEED WITH TIMBERING OPERATIONS. NO STUMP REMOVAL IS ALLOWED - INSTALL TEMPORARY DIVERSIONS. SILT FENCE, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES- SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION, 3- BEGIN CLEARING AND GRU33lNG- MAINTAIN DEVICES AS NEEDED. 4, PROCEED TO PRASE 2, PHAgF 2 8. BEGIN EXPANSION OF EXISTING QUARRY ROAD, INSTALL CONCRETE BLOCK WALLS WHEN REQUIRED AS FILLING OCCURS. STABILIZE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION- SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES, 6, ALL REMAINING PERMANENT EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW. 7, MAINTAIN DEVICES AS NEEDED. RELOCATE EROSION CONTROL DEVICES AS NEEDED TO ACCOMMODATE CONSTRUCTION. 8- NO EROSION CONTROL MEASURES SHALL BE REMOVED WITHOUT THE APPROVAL OF THE ENVIRONMENTAL ENGINEER. 9, NCDEQ OR NCDEMLR RESERVE THE RIGHT TO REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTA90N PROVF TO BE INADEQUATE- 10. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, SEED AND MULCH DENUDED AREAS WFTHIN (21) CALENDAR DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. PERMANENT GROUND COVER SHALL BE INSTALLED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. SITE DATA 1- DEVELOPMENT NAME, TRIANGLE QIJARRY — RDU EXPANSION 2- WAKE COUNTY P.I.N.s: PORTION OF 0767--32-4317 PORTION OF 0766-80-9143 3, WATERSHED; NEUSE RIVER BASIN 4- DISTURBED AREA `. FEMA INFORMATION 8. DEVELOPER. DRAWING Al I! INDEX 62.0 ACRES TkE PROPERTY CONTAINS FEMA 100—YR FLOOD PLAIN PER FLOOD INSURANCE RATE MAP 3720076600J. PANEL 0766 EFFECTIVE DATE MAY 2, 2006- WAKE STONE CORPORATION PO BOX 190 KNIGHTDALE NC 27545 PHONE: 919-266-1 100 PIEDMONT LAND DESIGN, ILP 8522-204 SIX FORKS ROAD RAL.EI H, NORTH CAROUNA 2761 919.845.7600 PHONE 919.84 .7703 FAX ENOR. FIRM LICENSE I=-0843 SITE 1 COVER SHEET SITE 2 OVERALL EROSION CONTROL PLAN SHEET 1 OF 2 SITE 3 OVERALL EROSION CONTROL PLAN SHEET 2 OF 2 SITE 4 NEW QUARRY EXPANSION — PHASE 1 EROSION CONTROL PLAN SHEET 1 OF 2 SITE 5 NEW QUARRY EXPANSION — PHASE 1 EROSION CONTROL PLANT SHEET 2 OF 2 SITE 6 NEW QUARRY EXPANSION — PHASE 2 EROSION CONTROL PLAN SHEET 1 OF 2 SITE 7 NEW QUARRY EXPANSION — PHASE 2 EROSION CONTROL PLAN SHEET 2 OF SITE 8 EXISTING QUARRY ROAD IMPROVEMENTS SHEET 1 OF 2 SITE 9 EXISTING QUARRY ROAD IMPROVEMENTS SHEET 2 OF 2' ', "y►ti SITE 10 DETAILS .i SITE 11 DETAILS BE ��. PERMANENT GROUND STABILIZATION TIMELINE 'Fable 3 : Rrequired Ground StabiIi2adan Timefralf es — - Stabilize within Site Area this many calendar �`imr�iFr�me Varia�orrs Description days alf r ceasing land disturbance �� T (a) Perimeter dlkeS, 7 None !swale5. difthes, anti erimeler slopes Tv. 7 Hone (h) High Quality Water # (HQVA Zones I 7• If slopes are 10' or less in length and are not 5I upes steeper tllaii. steepe r than 2:1, 14 days are aIiowed 3: • 7 days for slopes greater than 50' in Ieingth arl(i with slopes steeper than 4:1 14 t 7 clays for perinletcr dikes, swa[es. ditches, (d) Slopes 31 to 1.1 Perimeter slopes, and HQW Zones • 10 days for the Falls Lake Vvatershtd • 7 days for per! meter dikes. swales, ditches, 14 perimeter slopes, and H QW Zones (e) Areas with slopes + 10 days far the Pa Its Lafte Watershed unie�;s fla tier tlhan 4:1 there is zero slope. AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES ANY AREAS WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE AGAINST ACCELERATED EROSION U"L PERMANENT GROUND STABILZATION IS ACHIEVED z } 0: (r. °tea a0 w= cy � oWc � Ja in }z c� x W � zw �W a� H IC O Ix ISSUED. 16 MAR 2020 F FNISI NS: DRAWN BY, ML_ CHECKED BY; NIL PROJECT: (NSF DUQ COVER DWG. NO. 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L. _� I , Pq q4 .0 �y �.v" .gro.- .�-' �/071Q L Su%�, �,,�- - "i-14111111W" - .; jj&�,).10 < z a .j >= < 0 0: 0 x w z x < � C 0 < 0 LU X =) U) w Is- 0z x x w< 00 �j CL >- Z a - Q x LU X Z LU w 0 < =) x M F x a a .j .j < 1� cr 0 x I ISSUED. 16 MAR 2020 RI'VISIONS, DRAWN BY: MLS CHECKED BY: MLS PROJECT: WSRDUQ EXISTING QUARRY ROAD IMPROVEMENTS 2OF2 DWG. -NO. SITE 9 PLD E&SC Plan (page 9 of 1 1) Al INLE ZONE ;11 .7 w ]fPl o� TLr o PLAN VIEW J FENCE ATE BURIED D? 6"X6" TRENCH, BACKFIL.LED AN.. COMPAC`IT.D SECTION VIEW AT OPENING KIfST '4OTP.S: 1, BAFFLE MATCklAL SIIOULD BE SECUKED ATTHE BOTTOM AND SJN'S USING STAPLES OR BY TRENCHING AS FOR SILT FENCE- 2- MOST OF THE W-DTMFNT WII"L ACCUMUI,ATF, IN THE I ST BAY. WI IJ(R 8HOULD DE. READILY ACCESSIDLE FOIL MAINTENANCE, 3, PROVIM3 RAAFFLF.S(U8FTWO IF [.FSSTHAN N FFFf IN LENGT'H)-PROVFDF- E7{I513NG 5 BAFFLES FOR DRAJNAGC AREAS GREATER THAN 10 ACRES. ROADWAY BAFFLE SHALL BE 'i94 aM2 COIR EROSION BLANKET. S, 1)DEaS OI RAFT LCS SHOULD 1 L 2 IN{'IIES3 LOWiR THAN THIS •COP OF THE BERMS 6. INSPECT RAFFLES FOR REPAIR C NCEA WEEK AND AFTER EACH RAINFALL SUPPORT ROPE TO WIRE TO PREVENT SAGGING CROSS SECTION SUPPORT POST 24" INTRO B07rOM OR SIDE COI MESH OR SIMILAR,'TAPLFD OR 'RRENCHED INTO BOT-TOM OR SI DE STANDARD BAFFLES DETAIL STAKE TO SUPPORT WIRE IOC 1. L THE LENGTH OF THE RIPRAP APRON- 29 d - 1.5 TIMES THE MAXIMUM STONE DIAMETER OUT NOT LES$ THAN 6- (INCHCS). j- IN A L-DUINCII CHANNEL, EXTENO THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF b' (INCHES) ABOVE THE MAXIMUM TAILWATER DEPTH OR TID THE TOP OF THE BANK, VMICHE4ER IS LESS- 4- A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. SECTION 'A -A' neRic STANDARD PIPE OUTLET TO TELL -DEFILED CHANNEL EMSTING SLOPES TOP ELEVATION OF STORMWATER �E5 WASHED k STONE Ea TINC,S: Q" `5pfn 1' KEYED RIP RAP > x �r #5 WASHED STONE FRONT VIEW NOTE; REMOVE SEDIMENT ACCUMULATIONi FROM BEHIND C14ECK DAMS TO PREVLNT DAMAGE T4 CHANNEL VEGETATION, FLOW SHOULD BE MAINTAINED THROUGH THE DAM. STANDARD CHECK DAM 41 RIP-RAP— VARIE MAX, < 1 m SIDE VIEW NSTRUCTION NOTES: HEIGHT & MDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED - KEY MP RAP INTO THE DAM FOR STABILIZATION. € 157}✓40 {7L+IW17 STEP SEQUENCE 16' KIN -op Er aaa TARP PROTEr IEN T1[TCH WD �tY TARP 0' NMINEDGE LNpa. 12'7 1fEllR LENGTH _y SECTI❑N T14RLJ WEIR lY PLAN VIEW BPIF/ S {$t�) 1' MIN FREEBUARD TOP OF BERM E MERGENICY 3PELL)WAY SKIMMEt I EE Vf TION DISSIPATER PAD RIP PAP INLET SHALL DE CMP OUTLET PIP PROTECTED (AS NEEDED) CROSS SECTION FROM EROSION WIT+l RIPRAP, TARFI, RATTING OR EDUIVALENT. NOTES: 1) &%SIN SHOULD BE CLEANED OUT VOIEH CAPACITY REACHES AN ELEVATION REPRESENTING TFPAT THE BASIN IS HALF -FULL 2) tNE TARP USED TO PROTECT THE WOR SHALL BE THi VIDIH SPECIFIED. 111E LENGTH OF 1115 TAPP ! MALL 6E ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 10. TOTE UPSTREAM 12• TARP SHALL CNER1.AP TTIE ODMS1REAN TARP. tHE TARP !SHALL BE 51) WL HFAYT DUTY SILVER TARRAIJUN5 OR ECUIVALENT FOR LRV. RESt5TANCE. 3) MOMIDE A LIHIMUM OF THREE POROUS RAFFLES TO ErENLY CHSTRIAuTE FLOW ACROSS TfiE BASIN. RBDUONG TURIYULENCE. 4) eAFFLE MATERIAL MIST BE SECURED AT THE 80TrOM AND SIDES USwG STAPLES OR 6Y TRENGM;G AS FOR A SILT FENCE, 51 MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, 50 THIS SHOULD BE READILY AVAILASLE FOR MANTENANCtE. U) IRJRING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT STQflMWATER RISER SHALL OW1' OEWATER FROM THE TOP OF PIPE. 7) POND SHALL NOT BE GONVOTED FOR STORMWATEIR USE UNTIL APPROVED BW €NMRONMFNTAL ENUINEER, STANDARD SKIMMER BASIL] COMPILED BY PHOTOGRAMMETRIC METHODS . WAIF STONE CORPORATION Wake Stone Corporation Triangle Quarry Wake County Mining Permit No. 92-10 Site Plan Map 2020 Mining Permit Modification (Adding RDU Mineral Lease) Last Revised: April 2, 2020 DATE OF PHOTOGRAPHY: 03-17-2019 REVISION No.: Map Prepared by: L. Cole Atkins, Geologist SHEET No.: 20 of 27 50' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE 2"-3" STONE TO BE USED (SUR(X STONE OR RAILROAD BALLAST) PLAN VIEW NDIES 1, PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE ES USED, 2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MI1D IS 1407 REMOVED BY THE VCRICLE TRAVF1IhlG OVER THE STONE, THEN THE TRES OF THE VEHICLES MUST BE WASHED 25. OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD - PROPOSED STREET, WII-HICHI:VO IS 3- MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR GREATER, SEDIMENT FROM LEANNG CONSTRUCTION SITE. ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF SEDIIENT-LADEN STONE AND REPLACEMENT WITH FRESH STORE. 3v Ia11FJ, 15. MIN. NEW CONSTRUCTION -� E}pS111113 ROADWAY ,.. '' 12" IhIN, E3" MIN r F FABRIC UNDER STONE CROSS SECTION TM OF SILT FO CE HOST X AT LEAST AlUVC TW TIE} QF FIE VASN" STMK ST#1E7„ FEND VDK Ft MARMW CU FILTER of it VASWID STYE STANDARD CONSTRUCTION ENTRANCE I I 3' FILTER FABRIC ON 0z'MWD aURr WW FEMX RV WDW ARE QVM � I .M* V W uViU CLGE IF PILTIM FAM uy Too" �I SECTIDN VIEW u FILTER FABRIC, :E, STEEL IN TREH FE, �asr Awn Ii5E �E r cLorl+ w TRNC �MWL IS' WTQ 5mill OR209 NOTES: 1, REMOVE SEDIMENT YMEN HALF OF STONE OUTLET IS OD ERED. 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERIHG- STANDARD SILT FENCE OUTLET NoTrsl 1, CONS7RUCT THE ENTRANCE TO TIDE SLOPE DRAIN OF A 4p STANDARD FLARED -END SECTION OF PIP$ VIT4 A HINEMUN 6-llgCH 1 METAL TIIE PLATE (CfWZ;S-SEGTIDN VlriW), MAKE ALL FI7FI%S VATERFICkl7. A S7a3NA4RD T-SEC FITTING MAT ALSO BE USED �Pf AT THE R�ET. _ 2, USE AN EARTHEN DIVERSION TO DIitECT SURFACE RUNOFF ENTE] THE TEHPDRaRY SLOPE DRalra I*AIgE THE I•IElfihlT OF THE BERM EVER THE DRAIN CDNDUIT A MINIMUM OF 1.5 FT AND AT Hold-aj CFMl FI stakes LEAST 6 INCHES HIGHER THAN THE AD,JMNING ]BERM ON EITHER E 5 min SIDE TH•E LOWEST PlIENT J7P THE DIVE TAN PERM SHM1,J) TIE A HIMMUH OF [ FT ABOVE T1iE tI]P H)F THE DRAIN SO THAT DESIGN FLD�+ CAN FREELY ENTER THE PIPE �OClfl 3, PROTECT THE DIJTLET DF THE SL❑PE DRAIN FRDM ERIISIW — VITH RIPRAP DISSEPATLIR" ( 1' _ Plastic Corfugoted II II} Pipe �I Inlet %W,w14. ,,rI,H#le# I I I I I�I 4' min level section t*,- "I;+4''� Cross —Section View P1cn View Standard T—section OUTLET END CONNECTION TO OUTLET PIPE rat RISER STANDARD TEMPORARY SLOPE DRAIN STANDARD SKIMMER DETAIL Ar NOTF 1- TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTRCCL MEASURE OR i3MP" 2, SILT SHALL BE REMOVED WHEN DITCH IS ONE -HALE FULL. a DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL 4, STABILIZE DIVERSION DITCH BERM NTH STRAW! NETTING. MINI'IdUM 10 LINE MIKES 12- J UNLESS NOTED OTHERWISE ON PLAN 2' Alm, 'HASTE` MA7EFilAL- COMPACT, CROSS SECTIONAL VIEW STANDARD TEMPORARY DIVERSION DITCH 8'-0" MAXIMUM FA r4 ONSITE CONCRETE WASHOUT STRUCTURE E WITH LINER 0 � � 0 A SANDBAG TYP-) OR STAPLES 1 '1 s� 10 MIL 1:1 PLASTIC ) SANDBAGS TYP IDF_ l OPE LINING OR STAPLE (Fyp.) CLEARLY MARKED SI♦3NAGE4 .E T.I N. AA CONCRETE NOTING DEVICE (18" 24" MIN-) WASHOUT NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 29 THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND10R SOLII) REACHES 75% OF THE STRUCTURES CAPA;,ITY. PLAN ,CONCRETE WASHOUT STRUCTUREm NEE DS TO BE CLAY MARKED WITH 81GNAGE NOTING DEVICE. BELO�I FADE WASHOUT STRUCTURE NOT TO SCALE HICH� COHESIVE & LOW FILTRATION SOIL BERM _ Z a a ]I FRONT VIEW STEEL POST NBm WOVEN WARE FABRIC 1- USE SJLT FENCE ONLY WHEN DRAINAGE AREA STET FENCE FA9RI{f DOES NOT EXCEED 1f4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. � i-r 2, REMOVE SEDIMENT DEPOSITED AS NEEDED TO FILL SLOPE PRONDE STORAGE VOLUME FOR THE NEXT RAIN r{°1 AND TO REMOVE PRE SURE ON THE; SILT 3 FENCE. ;. GRADE JIM tFANC 6" MHN1MUM OOVER aOVER SKIRT I HOR SKIRT AS DIRECTED ENGINEER SIDE VIEW ST NDAIRD TEMPORARY SILT FENCE x k f CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW) F r a± w f INYER. RIP RAP HEADWALL RIPE / +.. .... ..,{� .,, f x n _ 5 WASHED STONE- 1 -0 THICK 3'-0 HIGH MINIMUM r Zi1111lf1Il�lf1,+11 >� +iQE r / f f `' �PERSPECTIVE VIEW 1 NO SCALE r SEDIMENT STORAGE AREAS TO BE DISTURE3ED REP RAP (CUT, FILL, ETC-) FLOOD STORAGE ZONE HEADWALL PIPE NATURAL GROUND INVERT 1,5' - - 3• — — — — — — —` ----------------- FLOW ------ on- - CLASS 1 RIP-RAP SEDIMENT DEPTH (CLEAN OUT POINT) #5WASHED STONE SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE NO SCALE 3 TIMES I_D_ IMUM 12-1/2 GAUGE ERMEDIATE WIRES GRADE STANDARD HORSESHOE INLET PROTECTION PLAN VIEW SECTION 'A -A' x NOTES: 1. L = THE LENGTH OF THE RIPRAP" APRON, 101-W MIN. _ SANDBAG TYP.) $ OR STAPLES HIGH 0 CD O 0 10 MIL PLASTIC LINING COHESIVE & LOW FILTRATION 1 A SIDE SLOPE SOIL BERM (gyp•) 0 0 2�k 0 0 i 0 _w SECTION B-s B SANDBAGS (TYP,) NOTES: OR STAPLES 1, ACTUAL LOCATION DETERMINED IN F I F L n OLETARI-Y MARKED SIGNACE 2, THE CONCRETE" WASHOUT STRUCTURES CONCRETE NOTING DEVICE (I8" 24" MIN-) SHALE. ELF* MAINTAINED WHEN THE LIQUID WASHOUT ANDIOR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEOUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. PLAN lCONCRETE WASHOUT STRUCTURE NEEDS TO Sr. CLFARY MARKED WITH SIONAGE NOTING DEVICE - ABOVE GLADE WASHOUT STRUCTURE NOT TO SCALE 10� " 4"f�10 6. STAPLE C+IECIC _ `.� I 2. d - 1-5 TIMES THE MAXIMUM STONE DIAMETER BUT EVOT LESS THAN 6- (INCHES)- 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. FABRIC STANDARD .PIPE OUTLET TO FLAT ARFA NO WELL-DEFINED CHANNEL SB" iExISTII+kG GROUND BACKFILL - M1.1_� STAPLES DM f 7 IY#I A p IN TRENCK " IMIH YATTIPtG SHALL dE gTarLES OH9 PLACED ION 7HRIEIIC,H 1' GENTEAS AND B+k WILLED IN TRENCK DIAGRAM ' Staple x MATTING IN DITCUES Staple Cheek Poste 5[aple 4 S� DIAGRAM MArrlNG ON SL QPEA DIAGRAM -Ngm THIS DETAIL APPLIES TR STPM, EXCELSIOR, Q31R FIMQ WIT NO K41mMENT S6IL PFINFOALENENT VAT SIWkla FNrALLAXIU4 AM AS *114ECTEO. STAPLES SHALL BE NO. 11 GAME STEEL WIRE fOPINED INTO A •U" 9RA f MITH h MINILUN THNpaF WIDTH OF 1 IWA +Ira W)T UESS T-,IAN 8 rH C& IN LINO", t10T TO SCAL JUTE MAT INSTALLATION ON SLOPES AND DITCHES PIEMl ON T LAND D ESI NI LLP 85-04 SIX FORKS ROAD RALEI H, NORTH CAROLINA 27615 919.845.7 00 PHONE 919.845.7703 FAX ENR. FIRM LICENSE F-0843 0 Lu (D Jcl z z 0 z < x uj I. u W 0 >_ w UJI J J .. z (3 . ■ ■ nro DIED. 16 MAR2020 REVISIONS: DRAWN BY, MILS CHECKED BY: MILS PROJECT- WS D U DETAILS l)1'-vo. No. SITE 1 PLD EBvSC Plan (page 10 of 11) GROUND STAR 111ZATiON AND MATERIALS HANDLING PRAC ICE5 FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION 6ENERAIL PERMiIT Implementing the details and specifications on this {clan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sectlons of the NCG01 Construction General Permit (Sectlons E and F, respectively). The permittea shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction, All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction, Required Ground Stabilization Timeframes Stabi11ze wlthin this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, 5wales, ditches, and None perimeter slopes (b) High Qua]ity Water 7 None (HQW) Zones {cj Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days far slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swaIes, (d� Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQ Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and H QW Zones flatter than 4:1 14 -10 days for Fa115 Lake Watershed unless there is zero slope Note; After the permanent Cessation of construction activities, any ands with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to fender the surface stable against accelerated erasion until permanent ground stabilization Is achieved. GROUND STABIUZATION SPECiFiCATION Stabilize the ground sufficiently so that rain will not dislodge the soil, Use one of the techniques in the table below. Twnporary Stehiliz■tlon Permanent Stabillaation ■ Temporary Bass seed 4e�red *4Lh straw or + Far -r gram has: seen n:�ferec xvlth :vaw or other mulches and tadrifiers ether m & a s anc t3chf ers ■ H'rdroseedirG ■ c7E-te--U l e f ib. i c x : xh 3S perm a re rit i 31 ■ RQIIcrJcrv;urkdon Lrol pr dxki�ts wi Li or rAn`nr:.Pme--nrtr� wiliN)ul' I Fsripmwy HrmL—N sNP.d . Iycl.:�s;��Iir Appropriately ®pplIed straw or other mulch * PI8sticsheeung ■ S,hr k__ cr Dtjl!- pe•ma-,e,,t r. 3ntin, I *ttl-Irri_ -- • Un,fcmr:m and everily distributed ero%nc .:.Tsar sUlfip ent tD reSLrai n ern BI Cwi + 5trurkural methods wdh ea c(ir+creLe, -3q--ri l :)r retainingwalh + Rolltd erosion control products %#Ith Brass sled PC LYACRYLAM IDES IPAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC U WR List of Approved PAMSfFfocculants. 2- Apply flocculants at or before the inlets to Erosion and Sediment Control Measure 3. Apply flocculants at the concentrations specified in the NC OWN List of Approved PAMS Flocculorrts and in accordance with the mdnuf icturer'5 inStruction5- 4. Provide ponding area for containment of treated Stormwater before discharging offsite, 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. COMPILED BY PHOTOGRAMMETRIC METHODS WAIM STONE CORPORATION Wake Stone Corporation Triangle Quarry Wake County Mining Permit No. 92-10 Site Plan Map 2020 Mining Permit Modification (Adding RDU Mineral Lease) Last Revised: April 2, 2020 DATE OF PHOTOGRAPHY: 03-17-2019 1 REVISION No.: Map Prepared by: L. Cole Atkins, Geologist I SHEET No.: 21 of 27 CHAINLINK CONSTRUCTION g' O.C, MAX. 1 V2" - 2 1 " DIA GALVANIZED OR ALUMINUM POSTS FENCE T MIN T 2'-3' SILT FENCE \—FASTENERS I I OVERLAP FABRIC IIIIII lillll 6-BETWEEN 71111711, 6' MIN AT ENDS �I 1— {TYP) =l 111111111 Ilflll._li l�� =1111 =1111�=1fll�= PC SILT FENCE EkTENI INTO TRENCH 8" 4" TRENCH ExCAVATED Lrr- SLOPE FROM POLES, BACKFILL AND COMPACT =ASTENERS 3" BETWEEN TYP) NOTES- 11. MAiNTErNANCE SHALL OCCUR WHEN NECESSARY- POSTS SHALL BE INSPECTED EVERY SIX MONTHS TO ENSURE STRUCTURAL SILT FENCE iNTEGIRITY- SILT FENCE SHALL BE INSPECTED WEEKLY AND ALL MAINTENANCE ISSUES SHALL BE: CORRECTED D AT THAT TIME. u SPECIAL SILT FENCE EQUIPMENT AND VEHICLE MAINTiENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans Ijrtder any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project, 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when po5$ible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected, 6- Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials, LiTTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1, Never bury or burn waste. Place litter and debris In approved waste containers. - Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) an site to contain construction and domestic wastes. 3- Locate waste containers dt least 50 feet away from storm drain Inlets and surface waters unless no other alternatives are reasonably available, 4. Locate waste containers on areas that do not rccelve substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland- s- Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6- Anchor all lightweight items In waste containers during times of high winds. 7, Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. S. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PRINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams cr wetlands. 2. Locate paint washouts at least 50 feet away frorn storm drain Inlets and surface waters unless no other alternatives are reasonably available- 3. Contain liquid wastes in a controlled area. 4- Containment must be labeled, sized and placed appropriately fur the needs ref site. 5. Prevent the discharge of Soaps, solvents, detergents and other liquid wwzstes from construction sites. PORTABLE TOILETS 1, Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2, Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 1. Monitor portable toilets for leaking and properly dispose of any leaked material - Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGElM11ENT I, Show stockpile locations on Plans, Locate earthemmaterial stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it cart be shown no other alternatives are reasonably available- 1- Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile, 3- Provide stable stone access point when feasible- 4, Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion oft disturbed soils for temporary ar permanent Control needs- ❑NSIrE CONCRETE WASHOUT T,T4Z0CTURE WItH LINER NLLT ru &x 1■fA t\Q 4/W` 1■l l.Rhlml Rla■� M FIIF 11■ �OS.IC 4Y1■Jr TI�JGTSt6 ■Nl i w■rt� � x �a w■:u Mau � ,Y L6p� Mh�}gp I* il■[�10 WLL i 1Al] 41[Y •[ LLm MM1Nk m1G m181] i9 Q M STl[T�lCS aevm* m ova wm�n Amyx GRAK vwSrOur LItT CONCRETE WAS44OUTS 1, Do not discharge concrete or cement slurry from the site, 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and State solid waste regulations and at an apprevf�d facility. 3, manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials an impervious barrier and within lot perimeter slit fence. 4. Install temporary concrete washouts per local requirements, where applicable, If an alternate method or product is to be used, contact your approval authority for review and approvaL If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail, 5, Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters- Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it ran be shown that no other alternatives are reasonably available. At a minimum, install protection of Storm drain inlet�S) dusest t4 the washout which Could receive spills or overflow. 7. Locate washouts In an easily accessible area, on level ground and install a stone entranCe pad in front of the washout, Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits- Post slgnage on the washout itself to Identify this IoCation. 9, Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's iinstruCtions- 10. At the oompletion of the concrete work, remove remaining leavings and dispose of In an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PiESTiCiDE5 AND RiDDENTICIDES 1. Store and apply herbicides, pesticides and rodentirides In accordance with label restrictions. 2. Store hcrblcldes, pesticides and rodentirides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodentirides in areas where flooding is passible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite, HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste �:olleCtion areas on-site- 2. Place hazardous waste containers under cover or in secondary containment. 3- Do not store hazardous chemicals, drums or bagged materials directly on the ground- NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE 0401 1 1 N P D E S Stormwo ter Discharge Permit for C onstructiorl Activities iiNC O1) NCDENRJOivision of Water Qua lit NEW STABILIZATION TIMURAMES (Effective Aug. 3. 011) SITE AREA :STABJL17-ATION TIMEFRAMIE EXCEPTIONS OE CRIPTiON _ Perimeter dikes :7 da--.rs None :swales; ditches. .slopes I Highs Quality Water �7 days Name (HOW) Zones � Slopes steeper than `7 days If slopes are 10- or less in length and k :1 1 are not steeper than 2:1. 14 days are I Slopes 3:1 or ffal#ter 114 days allowed. 7 days fa slopes greater than 50' in 1 ; lengkh. ,Allother areas wkh 114 days lone, except for perimeters and HOW ,All flatter than 4:1 Zones. Seedbed Preparation: 1- Chisel corrlpactad areas and spread topsolI three inches damp over adverse soil conditions, H available. - Rip the entire area to six inches deep. 3- Remove all loose rack, roots and outer obstructions. leaving surface reasonably smooth and uniform- 4- Apply agriculturaI Ime, lertilLzer and superphosphate tlrllfoi-mly acid mix with sail see mixture below)- 5- Continue tillage until a well -pulverized, firm_ reasonably tlitiform seedbed is prepared #our to siac inches deep. 6- Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after &eeding. 7, Mulcts immediately after seeding and anchor mulch. 8, inspect all seeded areas and make necessary repairs or reseedings wi#hlrl the planting season, if possible. If stand should be more than 60% damaged. re- estoblish following the original lime, fertilizer acid seeding rates. 9. Consuq S&EC Environmental Enginem on maintenance trealtrrterlt and feililizatioli after perm alnent cover is established, Mixture AgO ullural Lin scone 12 tonsdalre (3 io lsracre in ciayf softl Fertilizer 1,GOO Ilbslacre — 10-10- 10 Superphosphate 5O0 lbsfacre — 20% analysis mWch 2 ions/acre — sma4 grant straw Anchor Asphalt emulsion at 300 gal!i acre Seeding Schedule For hDuliers- Side Ddches, Slopes i.lax 3 1.1 Date Type Planting Rate Aug_�_.�_ ...�..�..�..... .__.....�4.. -IS— Taal Fescue 300 lbalacre Nov 1 Nov t— Tall Fescue & Abnazf stye 300 lbsiacre 1 -Mar Mar )—Apr Tall Fescue 300 lbsfacre t5 Apr IS— Hulled Cammcn 25 lbsfacre Jury Bermudagfass 30 Jul t— Aug Tall Fescue AND Browntop 125 ibsiacre (Tail Fescue): 36 ftlacre ts Millet or Sorghurvl-Sudan (Browntop M lli'et): 30 lWacre (Sorgihum- Hybdds"'" Sudan Hybrids) For Shoulders. Side Ouches- Slopes i,3-1 to Z1): Type Planting Fate _Date Mar I- _ erlCrra t_espedeza Jury (sca6f`ced) and use the 50 lWacre ( eri+cea Lespedeza); 3 follawing combinaflons;. Mar t— Apr Add Tall Fescue 120 lWacre is Mar t= Jun Or add Weeping Loge grass 1 O lbslacre 30 Mar 1— 01- add 1-lLffe l Oomman 25 lbsfacre Jun Sermudagrass 30 Jun I— Tall Fescue A-HO Browntop 120 lbsiacre (Tal Fescue); 35 lbsfacre Sept Mullet or Sorgtlum- Idan {Brovmtop Muscle€l: 30 lbslacre (Sorghum - Hybrids** Sudan Hybrids) Sept I— ericea Lespedeza {i�lnYlulled — uirlscatYfietf� AND 70 ftWacre (Serircea Lespedeza); 120 Mar Tall Fescue ibs+Facfe (Tall Fescue Nov t— Mar AND A►bn=i Rye 25 lbsfacre t PIEDMONT LAND DESIGN, EEP 85 2-204 SIX FORKS ROAD RALEIGH, NORTH CAROLINA 27615 919.845.7600 PHONE 919.845.7703 FAX ENGR, FiRM LICENSE F-0843 �CAROI/ • ,sss rw+ z ---j z < 0 0 LU I Uj W >- z .jCL ❑ (D X W 1: z W W < LL LIJ J ISSUED: 1 .MAR 2020 REVISIONS: DRAWN BY: MLS CHECKED ]BY. MLS PROJECT: INSRDUC DETAILS DWG. NO. SITE 11 PLD E8vSC Plan (page 11 of 11)