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20220420_Mine_Maps
VICINITY MAP SHEET INDEX LU LU R 1 EC EC EC EC EC EC EC PC 1 LAND 2 LAND USE USE PH 2 10104" M&MMOMMIT! Boulder Assoc. Gordon 0 O �J n z II � L=J O y fi N O Frick Griffin Cn SCALE: DRAWN BY: m C 1 "=300' EMK DATE: CHECKED BY: 4/6/22 DDT Culp Lungbe � r Co, Nor fol k Southern n MW 0 Roberts m Roberts oxs C e aringen SEAL = 67 = — 1111111\NN\\ 416122 Rfird 7 Ef r a Griffin Griffin LAND USE DESIGNATION USE TYPE ACRES TREATMENT STRUCTURE PROCESSING AREA 19.6 SB3 MINE EXCAVATION 42.3 SB1 & SB2 UNDISTURBED 213.4 N/A WASTE PILES 14.9 BMP'S SEDIMENT PONDS 3.0 BMP'S BERMS 3.8 BMP'S TOTAL 297 co. Ng x, 74 - 1 u ` 1'' :.�, : �:: .. • a a pro 0 ,�►���,. �,� . ��'' ,.,.�aa�a�a.,aaaeaa®aaa®aa�a�aaaai/ ��I jl►�/�1 ja�aaa'�a�� ' ; aaa�aaaaa IN griffin TYPICAL_ BERM CROSS SECTION MINIMUM 4' TOP OF BERM I I 1 *FINAL STABILIZATION WILL BE PROVIDED BY ESTABLISHING PERMANENT VEGETATION (NTS) Boulder Associates LLC 317 W. Gold Street New London, Stanly Co., NC LAND USE MAP JVA Form LLC TYPICAL- OVERBURDEN STORAGE DETAIL- 1% SLOPE BACK TO OPEN PIT , I MAXIMUM HEIGHT (VARIES) BERM AT TOE OF SLOPE WITH SILT FENCE *FINAL STABILIZATION WILL BE PROVIDED BY ESTABLISHING PERMANENT VEGETATION (NTS) Engineer - Denver Toler, PE 5917 Tillery Drive Charlotte, NC 28226 (704)526-7994 denvertoler@gmail.com Allen Legend ® PROCESSING AREA V DIVERSION DITCH PIT ~ FLOW DIRECTION ® WASTE STORAGE 1 PERENNIAL STREAM ® BERM WETLAND ® FUTURE MINE AREA \ INTERMITTENT STREAM SEDIMENT POND ` EPHEMERAL STREAM ENTRANCE ROAD ROAD SILT FENCE �.•' PROPERTY BOUNDARY PERIMETER BUFFER BOUNDARY DRAINAGE AREAS Revisions: Culp Lumber� Co, Nor fob k Southern n MW Boulder Assoc. Gordon Roberts m Roberts c � O / 0 OXS W 0 n z L=J O y fi N 0 Frick Griffin a Cn SCALE: DRAWN BY: m 1 "=300' EMK DATE: CHECKED BY: 4/6/22 DDT O waringen SEAL = 67 = - �D;, 416122 Efird Cir Co. p p Ip p p LLL LL "L 1 L L p p p p LLLLL LLL L 'LLL L p p p OLD 13 LL LL p LLLL p p pp LLL L L LL 1313 p p ppp L LLL L D _LLL p p p p p p p p p p LLLL L L _ ppp 00 p p p p p LLLL p ppp pp pp p pp p LLL LL' L L '� p ppp pp ppppp p p p L pp ppppp pp p pp pp L LL pp pp pp p p p pppp p pp pp p pp pp pp ppppp 0 p L L p Lp pp pp p p LL LL p❑ p p pp L p p13 pp pp❑ ❑❑ p 0- LL L LL p pppypppp13 pp pppp p ppp pp pp ❑❑°❑ p pp pp p ppL pL p p p pp ppp p ❑❑❑ p pp p LL p ppppp p pp pp p p p ppppp p p❑ p pp p pppppp ppp p p p ppppp pp B p ppp pp p pp13 pppppp L° L p 13 pp ❑ppp pppp pp0 p _, p ppp 3 pppppp ppp 13 pppp pp L pp p p ppppppppp p ppp ppp p❑ LLL Loroho LLC p p p p ppp p p pp p p pp 0 ObkO p pp ppp p p p p p pp p ppp pppp p p pp p❑❑❑ p pp p p pp p ppp pp pp ppp p p❑❑p 13 pp pp p p p p ppp ❑❑ ❑❑ ❑p pp ❑❑pp p pp p p p Ot pp ppp❑❑❑ 0000 pp 0000 p pp a p 00 pppp ❑ p p pp ppp pp pp pa ppp a p ppp pp -'ppp pp p p p p ppp p p 130 p p p p ppp pppp pppp 7pp p p ppOO` pppp-,7pp ❑pppp pp p 000 pp p a a ppa ppa pp du p pppp ❑p❑ pppp p e p p y 092,3022 ppppa a p❑ ❑❑pp 00 a s pp ppp❑❑ p p DI p p ppp apa pa pp a ppp pp❑❑ 0 p p p p pp pp pp p p ppa pa ppp pppp p pppppppp ap a a a ppa pp pp 131 l pp p p pp pp ❑❑ppppp pp pp p p p pp pp ppp pppppp p pp E p p p ppp pppp p ppp1. p13 13 p Qppp p ppp ppp p pp 13 p p p p ppp ppppppp pppp pppp p p pppppp ppp p to , ` p a ❑tip p ppp p pp p p p p pp pppp pppp ppp 00000000000 a p p ppp p pp p p 00000000 p O'DO3 p pp p pp p ppp pp app pp p p pp pp a pd p p p a pppp p p p p pp p pp pp ppp e pp p ppp pp p p p pp p pp p ppp c p p ppp p p p p p p p pp 0Ds p p p p p pppp p ppppp ppppp ppp pp p p p pp ,pppp p ppppp ppp p ❑ p pp pppp ppp p pp pp p p p p pp pp pppp c pp p ppp ❑p pp pp p pppp p ❑❑ii p ppppp pppp p 00 0... p -- p ppp ppp Ek p pp p❑ ❑ .pp p p pp n p p 00 ❑ w•----^^�l p p p 00 00 p❑ r^^^^^^^ry l p p p p p p p p p wV V"g� 00 p ppp p p pp p .p p p p p Griffin Griffin Boulder Associates LLC 317 W. Gold Street New London, Stanly Co., NC LAND USE MAP (PHASE 2) griffin JVA Form LLC Engineer - Denver Toler, PE 5917 Tillery Drive Charlotte, NC 28226 (704)526-7994 denvertoler@gmail.com Allen Legend ® PROCESSING AREA V DIVERSION DITCH PIT ~ FLOW DIRECTION ® WASTE STORAGE 1 PERENNIAL STREAM ® BERM WETLAND ® FUTURE MINE AREA \ INTERMITTENT STREAM SEDIMENT POND ` EPHEMERAL STREAM ENTRANCE ROAD ROAD SILT FENCE �.•� PROPERTY/PERMIT LINE PERIMETER BUFFER BOUNDARY DRAINAGE AREAS I Revisions: Boulder Assoc. Gordon O O Lumber Nor fob k Southern Lily / •.�.�. � c ibso .' NeC Rfird = �-: Allen ° hO • use R °°d Allen f� e ©. -. . .- TG Holdin s. n- .. Roberts --------------- Roberts Rfird'-`-`-` -------------------- ----------------------- i. /. I mR O. �^°.. . i o � W . . . . . . . . . . . . . . . . . . . . . . . . . . m W / . to ............... ........ ... ... .......... % % % % % .Ills . . . . . . . . . . . . . . . .. . . . . . . . . . ............ ........ .... y� 0 ....... ........ .......... ................ ......... * * * .......... ......... ................ ................. ............... ......... ................................... * * * * * .... .... ......... ............ ........... ..... .......... . . . . . . . . . . ........... * ...................... .......... . . . . . . . . . ............................. g� N O O O Vcnhoy........... .......... ........... 5t�FAQ �Jf .�.. . ....... ...... ... ...... .. ..................... ...... .. ................... * . ... ...... . ........... .........y....Leh a ............. .......... .......... ............ ........... . 4 . * * * ...... . ........... h� N� ........ ................. ........... ........ ............. ... ...... ..... . ............. .. ..... .... .................... ........... .... ....... * * * * * * ...... . ............ --- .................... ........... A�� H ..... a hH a hH ............ ...... �. .. . ..... ................... ... ........................ .. ....................... .. ....................... . ........................ ........................ ....................... ............ ....................... ...................... ....................... ........................ ....................... ...................... ...................... ...................... ....................... ................. ...................... ..................... .. .................. ..................... ..................... 0 ^o,................... .................. � . ph o 0 ........ ............. h f f n Griffin Cn SCALE: DRAWN BY: m 1 "=300' EMK DATE: CHECKED BY: 4/6/22 DDT IOXS a n a ,1 i' /i f f *� n Griffin S w c r i n g le n TYPICAL BERM CROSS SECTION MINIMUM 4' TOP OF BERM I I 1 *FINAL STABILIZATION WILL BE PROVIDED BY ESTABLISHING PERMANENT VEGETATION (NTS) cAR°�- Boulder Associates LLC 317 W. Gold Street SEAL = 67 = - New London, Stanly Co., NC D RECLAMATION MAP �1111111111� 416122 sD CROSS SECTION A —A' MAXIMUM LAKE Ell 645' — 650' J 1 600' 500' 400' MAXIMUM PIT DEPIN 4W (NTS) *ABANDONED PIT WILL BE PROTECTED BY A PERIMETER FENCE SPILLWAY DETAIL 50' min. FRONT VIEW Co. Lorono LLC JVA Form LLC TYPICAL OVERBURDEN STORAGE DETAIL SLOPEBACK TO OPEN PIT MAXIMUM HEIGHT (VARIES) BERM AT TOE OF •• TOPSOIL WILL COVERSTORAGE STABILIZATION•• • • BY ESTABLISHING PERMANENT VEGETATION Engineer: Denver Toler, PE 5917 Tillery Drive Charlotte, NC 28226 (704) 526-7994 denvertoler@gmail.com TOP VIEW Allen Legend ® PROCESSING AREA PIT ® WASTE STORAGE ® BERM Revisions: RECLAIMED SEDIMENT POND ENTRANCE ROAD SILT FENCE PERIMETER BUFFER BOUNDARY V DIVERSION DITCH FLOW DIRECTION 1 PERENNIAL STREAM \� WETLAND \ INTERMITTENT STREAM EPHEMERAL STREAM ROAD �.•� PROPERTY/PERMIT LINE DRAINAGE AREAS Cu'p Numb, r Co Norfolk SoUthern Efird Steokho� e Ro'd e Boulder Assoc. Gordon Roberts m Roberts n f 0 0 0 0 0o D 0 o/ oxs W �0 �J Pt z x o -3 � IiI Vcn h o-, Frick 0 Cn ff'� n a e ° a o Io = SCALE: DRAWN BY: In m 1 "=300' EMK z DATE: CHECKED BY: FF] 4/6/22 DDT e waringen SEAL = 67 = - �D;, 416122 IN"El. E Ef r d a Griffin Griffin Boulder Associates LLC 317 W. Gold Street New London, Stanly Co., NC EROSION CONTROL MAP griffin ESC NOTES, FOR CALCULATIONS: CF: CHANNEL FLOW OLF:USED FOR SHALLOW CONCENTRATED FLOW SF: SHEET FLOW cv'e� D I r VoPot 5t. a��ce Loroho LLC o S tanI, so x Co. Loroho LLC JVA Form LLC Engineer - Denver Toler, PE 5917 Tillery Drive Charlotte, NC 28226 (704)526-7994 denvertoler@gmail.com Allen Legend ® PROCESSING AREA V DIVERSION DITCH PIT ~ FLOW DIRECTION ® WASTE STORAGE 1 PERENNIAL STREAM ® BERM WETLAND ® FUTURE MINE AREA \ INTERMITTENT STREAM SEDIMENT POND ` EPHEMERAL STREAM ENTRANCE ROAD ROAD SILT FENCE �.•� PROPERTY/PERMIT LINE PERIMETER BUFFER BOUNDARY DRAINAGE AREAS I Revisions: ESC NOTES, FOR CALCULAT�ONS: CF: CHANNEL FLOW OLF:USED FOR SHALLOW CONC, FLOW SF: SHEET FLOW GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 25 BUFFER 0//°✓O/a5°TURB SOS 1>O 0 619 690 I 1 I I I I I I 1 1 1 1 roc (Ulyp STUR���gR C 685 — 680 V V F01-/AGE 3p5• 0 F I I I I I / I / I 1 / I / 1 I I 1 I/ / / C1 1 1 1 I 1 1,50 O �1S 710� 695 i f I I I �I �I 10 2 I 1 .00 C � 1 HFA AOo 6q�0 0 O i z w 0 U W Vi ~ C Q 0 > o N z W E 0 ;--I CIA U Cm rct 0 O L) 1.4 I _4 L) IE�4 � O cn w ' Q } Co m o 0 W Q U o Q U) o SHEET: CC1 O 0 ^h /C* a .`0 Cj �h A. ram• �� ,� � _ o� 0 680 c� s _,--720 715 I- — — >Io �>0S\ 700 695 690 - 68S 0 s 725------- 15- 1 �Zo 300' VY 3, 00 'l O • \ 49 *lp 0 1 1 1 ` 1 ` 1 1 `\ I I I I I I I I I I co`b �FR 690 GRAPHIC SCALE s8s 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 1 1 i I I 1 1 1 1 1 I I I I I 1 1 1 I 1 1 I I I 1 1 i 1 I I 1 1 1 1 I I 1 I I It 1 1 I I 1 1 I I 1 I 1 1 I 1 1 1 1 ♦ 1 1 01 1, I 1 1 1 I I 1 1 1 1 1 I It 1 1 1 I I �IIII I I I I I I I I HEAV Y F0�/AGF 6�0 /e Z w 0 U w o� W o ;--I > NCm U Q N � L tt� ~ r U 0 a) /u / ` 11�� w O '^ .� V1 '��• M O O M } m m 0 ui 3 < LU W = Q 0 U O LO C\2 N II � LU Q \ 0 0 SHEET- CC2 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 k l � / 1 1' 223'4C \, I Q 1 I I-) \ CF 61rs Do 4. yak 6�0 Sian ever s \60 6 \ i 30 6' M 0 680 6_' s 640 68S 700 /' % 00 1 1 1 1 1 / 1 - 695 11 , / � 1 1 690 695--------- - - 1 ' / 1 690 / ' � 1 1 I All, / 68S i 1 I I 1 / 1 / \ 625 \ NOTES) FOR CALCULAT�ONS-. CHANNELFLOW USED FOR SHALLOW CONC, FLOW JSHEET FLOW g40 635 6l%y 666 660 �- s 65y O /I GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. S HFq V F01IAGE P z w O U w vi ~ � Q o � > o z � E O ;--I > N U Q N 01 ( � L O 0 W _w O � � � � U W } m Co p U ,0 L ✓ ^�, w .-� v C Q 0 d� SHEET: EC3 1 / 1 , 1 1 1 1 I I I I I I I I I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I 1 1 1 1 1 1 1 1 1 11 I � - I I I I 1 1 1 � 1 , I � � 1 I I I I I I I I I 1 I I 1 I 1 I I 1 I 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 700 695 690 685 680 675 goo 665 660 ,55 yo � 6 � 1 1 1 1 1 1 1 1� 1� 6�0 - GRAPHIC SCALE 50 0 25 50 100 2( O ( IN FEET ) 1 inch = 50 ft. 5 — 6� e �o 0 v� 0 w Crate 630 o cr �. C O O ,+A s I ------------ 1 \ / II v I� Q0 MM "V / 640 C 650 685 - 72b 720 1 H Z W O U 6i vi ~ c a o � o E o ;--I > N U 00 C� (a QNa�, E ct I-� c c W w MR E-4 � O � � ^+ � U 4--) O W } 00 COLU p U LU p W = U Q O LO C\2 W CO v CO Q p d� SHEET: EC4 NOTES: 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %. 2. SILT FENCE IS REQUIRED BEHIND BERM 3. DITCHES SHOULD BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION REQUIREMENTS OF THE NCGO10000 PERMIT. 4. WHERE DESIGN VELOCITIES EXCEED 2 FT/SEC, A CHANNEL LINER IS NECESSARY TO PREVENT DITCH EROSION. DITCH NO. AREA(AC.) DEPTH* W(FT) VELOCITY10 ROLLED EROSION CONTROL (min.) PRODUCT / LINING TYPE 1 S131 9.2 2.5 10.0 2.8 STRAW w/NET LINING 2 S131 15.7 3.0 12.0 4.3 SYNTHETIC MAT LINING 3 S132 4.1 2.4 9.6 2.5 STRAW w/NET LINING 4 S132 6.7 2.5 10.0 4.4 SYNTHETIC MAT LINING 5 S132 1 14.8 1 2.9 11.6 5.5 1 RIPRAP (C150=9") 1 SB3 1 3.2 1 1.9 7.6 2.5 1 STRAW w/NET LINING * = DEPTH INCLUDES 6" FREEBOARD TEMPORARY SILT DITCH Rel I M 1111011111 W"I 6' MAX. WOVEN FILTER FAI 0 I N GENERAL NOTES: 1. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. 3. TURN SILT FENCE UP SLOPE AT ENDS. 4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 7. DO NOT INSTALL SILT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. STEEL POST z FILTER FABRIC JV n N a FLOW z F4" MIN. MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. TEMPORARY SILT FENCE NOT TO SCALE I!] FOR LATE WINTER AND SOIL AMENDMENTS: EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER SEEDING MIXTURE: MULCH: RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING (OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE) MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING SEEDING DATES: EROSION OR OTHER DAMAGE JAN. 1 - MAY 1 FOR SUMMER: SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER SEEDING MIXTURE: GERMAN MILLET - 40 LB/ACRE MULCH: (A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL SEEDING DATES: MAY 1 - AUG. 15 MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE FOR FALL: SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER SEEDING MIXTURE: RYE (GRAIN) - 120 LB/ACRE MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING AUG. 15 - DEC 30 TOOL MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10. FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11. TEMPORARY SEEDING SCHEDULE SEDIMENT BASIN DESIGN CRITERIA MIN. 1800 VOLUME (CU. FT. REQUIRED PER AC. DISTURBED) 325 SURFACE Q. FT. (SQ. AREA PER CFS REQUIRED Q 10) III H AVERA, WIDTI * AREA, SURFACE SPILLWR C ROCK BAFFLE FILTER FABRIC _ CLEANOU:7'T 1' SEDIMENT DEPTH STORAGE DATA BLOCK (H/2) M^n' onrrir 1' FREEBOARD --I W=5' MIN. DEPTH OF FLOW OVER SPILLWAY Z=6.5' MAX. H=5' MENT OTES: REFER TO NCESCPDM SECTION #6.64 FOR ADDITIONAL DESIGN SPECIFICATIONS _LWAY EMBANKMENT =1.5' NOT TO SCALE BASIN DRAINAGE AREA ACRES DENUDED AREA ACRES Q25 BASIN VOLUME BASIN SURFACE AREA CLEANOUT DEPTH (FT.) H/2 Z (FEET) H (FEET) L (FEET) T (FEET) W (FEET) NOTES REQUIRED (CUBIC FT.) PROVIDED (CUBIC FT.) REQUIRED SQ FT. I PROVIDED SQ FT. S131 21.5 21.5 28.2 38,700 58,800 12,250 12,320 2.5 6.5 5 25 1.5 5 S132 22.3 22.3 28.63 40.140 59 616 12,473 12,480 2.5 6.5 5 25 1.5 5 S133 3.2 1 3.2 1 4.64 5,760 12,288 2,020 3,200 2.5 6.5 5 10 1.5 5 EXIST. SEDIMENT BASIN See supporting calculations for basin dimensions and additional details ^W �^ N �-I N00 U -_ E O O 0 > U L w 1.4 W v E"I V 1 . O L) a W CAR 0 OFESSI0N,�� �.S, SEAL v16 = _ GINEE�;vj '•�,K��� �'1Z ' 1 O \\ D. 4161222 m m o U � Q U Q 0 O C\2 LO C\2 w Cfl c SHEET: EC 6 PART III SELF -I NSPECTION, RECORDKE€RIPE AND KPORT1 NG SECrI€3N A- SELF-IMPEC710N ,skof•rr15pc ooris arc r4•.joircd Ouiri a rl^'•ma rlo,sine }ri r*Jrs '1 arX-%5rdunw -w1 -i't the ale b.nIaw. 'dvF nn ad•:firsfi -w ma .-1a - a s --c' n3n:l or WUL d C9L SV . -10 50frt', cer -he inspccti�:in pr rwnrel L:.� ae '-I je-:.;party., Lhe irlspevt�an may Le lyeloyed w6l LF _ next t J1 '1e3s day •_n wNchl 'il 6 1il•: U it: Aunn Elie iv -peUiOM. 11i ie litioll, wI•L A dl 3to' •li ftI`-r1l. LEI a 4LIyI W ul Emak et lirla -r Irtih r.-: rl. rq I,u-�1:1r• .-r Wrna� .. . -�: t•I: Jig• thy �r•K-ir ; f.Irrtr.^.r1 ;hall hr• pier genlecdupurl the rnrnmL--ntrTor- of Vie n •: rdaq. Arryt'r.-! when ri-spociriris. wem delayed %-loll be nla cd in the InsprotiD-1 Rerun J. Fre-rrmm- m-y I n! ow- rk r: r g new n� I I+ -pt r�e•Evcd s rau % 1 -a r 64 e. �rl rmaum� I aaln gaug --a1 Mal IV r!1InIAI m vcn1- m e 1 r ra WaRf in _r r o ably r■I n pA - p p r&q frj ■ ri n- g A 1 r' molar d Ln I- R wm i t!Ifd r r V=d ■arW j; ta1dAy park%dk .Ard n•_ i•1ch$--ud :Up r.mIr_rA1 Irftrmobian h, m-d Cr i w I I -1ti 1 •. im I %1J 1 d ' tr - -- -wn -1 f1: Iva no Ior mrwsw 1r- nVA m. full I IVn r un Aw rnliod da tii r"de•d I . G i 4 � ei r. v6 t■ r h rmT ra h NO -I 4x r u rre d i•h A I ! ke i o:,? fa e'] .�. - n! M " The pim • rn1 rnm F. rn i f y Ee p nc{T r•r ra in • rm n r :c•n j; rl Pm - P. -p 4 01? Lti1 b'16'ir, I Li W�3 SIT I eau o me per h 1 dtn i-H Ic rJa n C I -1 fi rot I+suirej In r - E'I 0. Iw W f4 r•li `7 f 11p rd rir d my 1• 3 P4 W m d ;rr!q ;� ; Iq Ln Sp rk and ■ t t Ln ' •9 X FI arm of th P pr ran p•rri no rri ry i his I mppo r1 rk hum u-I a rein A- InaceLiu n oI %+wlImr Lhr mill wn.r3 •ramr- 1_ptraIr-K i:Tbrd } 10 i rrJtii i 1 -d rrv. 2 i h Du ri. S. C1ie A Er. -o n q1 m•1l'I'L{iew 'd a rie W s for th e rr■. i i v 1 v. 6 OwAri■tin PA AwK t-. 41r4 liliIr rA MnW1',■r• 2wr tirr- 13L-r I3I Atkwo aff. r: 1:e:w i IdtnIiI■ r •n r;r ;%r• d�• i• aW du1l!Ai• IrA. dbg a -A L+ rmi m d mm; 2 W rr! err 0 r im r ne • tow Ln tri r% -M rk QilldW IF I SIN- q I ., r4 w K i In 2d a f4mW 4 f 1 h F r■■ 1 i- n Li m I rr rN rg T he I n,�,"r n r% ilioxi■•e n4a rel-n A erderioicri Inct:or.-w% nI -lrnImrrab■r pt}IluIrr, lurh do c4I 9rm a I L A- kith i•1 31m en, flina LI rg c 1 ■u tip 1.T•i.l L-d % u i dik to d he u�brmi I I m. 21 himn; 5- Ind1alkiIti 01'AMa !o_i)1lrci1: (.%aal+g the ska. E Ieri Gam] R -evi+ L%v o.. ; r•l 0A1 f erl r-a reer 11 R•�• X w rs m*m (q I Ir ur ■°Ilya: & a't'1 I tyW O AL i po N' Yl Y W k-d Or l: n I mi I i.1! • G ibu n d o L�u4 Lk i h i� i iyi+, **n L riawd s ke a o w r■i w d a+rd• a r K he 63 nravviin S lie �+I to ITi•l cic a rd.� it 11: M 1 n �d 1. -- rr1. i to � I -Lon, 4 R .2•r si aki We 0,mi s•ed On to 1:'rh a t ha S I eft tea Irc n•I a rein mLh to 1 rni Lw, oat a 10 Inch in s 1... o .1-: zn rk -nftbm a, a n d dA I r, n 1 cc.. ac lir■ oct In rn. triloe n, ■ n d 24 haur3 3. rorien on •c% Ihirjic =o tailor. In can rai lLh rr r idi�ld•�tl I & I M'r■a m s or M law* uncle p w 9 d, ■ it rm m lo• °iv ■ Iin rd i-m in I:r■ ■ ■•e d vile bk zr3ramiki hcw cr ■ w 1 kjr lJ 5 Q A*4- , a -ti k irs ar d iimr� 1A i of m hii v E1 W t em: i4a s td i: LoNx ve I iom v% t &d v&K-o o 1, 0� 0"9Ix arra rokiiI-P 20 a c I I r IPcr -i otc13rd GI l:rrt I'a-I1aooIn11:-�_O;WI be&LAe. tia°t."�6 ha rm5 al a' l l n i Oe-A 1l Er w1 rn - 0 &6e r• ael i:! dare 0 f o-i'r'm w- viol k;p � r,%t`ir,. &.md ,W r`O W � 11 r] ft-m ' r in 1 ri;h ii1 7, R t�I: r� � r t I h h • r �1.� m d m p17 n s I r7 � t■� �I pp m Itiia ri' GI �i'�rlli . 34 h ri 1 r i weru I E]tl ttr p r•r P.1i r t I I, Wwvr -Cr h r m I,�ei n I r -,r s rl rn• It. 161 Girlmd A`ir-e el.grh phArA L T'Pin ph.ltir r.1- LrA=I-R 11-nt.tillriinn ri Fir-rinaa11+r rAsc gt*Nir.rrhrn ct,pr.grLnq m#glulrrq,6WAtlrK end p:r_kNniL intr!IImi-nn rr- minim rrwJdulai, arirlop Abcir!wk. tvmr- ill cl well lenLyd111__Mr; it1IYd)P LC*sII .LIr_n U1 IUrk"lld6rrMI(!. I1Lrrrm+L L j rD iai d c aPltf I. 7 Dom ■ream rW ! t. r r t e mea �u re 5 ha we thw p mvh*d , wK tl n 1 h e re iio 1, !Ad c am it ■ nx cc a av uta n m I h■ L Lh ry w ill b4 pr-:m do d a IMV A% arnebI■ h'-1: T•1_ •�i1• •ILLie.J ,11 (Ft regLirt!d`7 CIIL�Iftr't'in*Het arirel�Lllr'L�'111�M_ PAW III SELraMSRECTION, RECORDKEEPING ARIA REPORTING SEL71 N P; AECORDWERING 1. E&SC Plan DucWmenr._a6an l Fo apr: -1: or d F&V p .;r a otir- �a� a riff, apr: raurd r.-ruIatInn 0;M W kept on the she- The a p p r*'j o - Rhin rn wi k h ,� k i� pj t l' rL-1 kig h i vi; M @ CjM q W km d q r• th Is. Q em. fk The fsllo�lrrrE itemis pert•alp •ig ;�I the EWC pla i s'ia I be :ep ;orb ISILe aotil avallable forInspec ion at ai Crile i IdLf1E no"ral Ciwess n odrs Illem to C•mrr1ileilTt Oorvir 1+ei*Mi on AeWAmme -rt3 Ca-J Dkch E&K piriimur°e has been Inslalled linnial and date each EASE n m&ure an a oCpro and does rho- skRnlnrari* de%lla--.a from Mr. al Ehe approved E&SC pLar'r of oomplela, tiic{- Ii1i . I,i:rA, 411i11Ai)r;QriG Afid 1 Alal rdP AIPie; I,b lq Ar,4 jW'1 .;n irr; :iPie Ii :1', rPpaIT rhaI, Ii:u; rail' ovinvr1 •:1r1 ttw ripix i_1'.lN11 FW Fr Art F &SC nimaiuM nd-rawm ein Eha appff vo-d E&SC Ialsn, The cliawnerilloWn im. required upon 1he W-Wal mi1sWatkan of The E&SCme•asLr or If ilie E &M me a3 Lrre s a re ril id 1" alit in r k'Ilii a I 'alallaEl�n. I b[ A Phase a°f "Irme has he•e•q oamiakted. Initial and dow a ovpv ar 1he vpprumeo E&SC Akan or tn•mple'Le•, die and sign an Inspecpc1 report be. India ro npk4k]r` 01 1he rloratinxto.n phasic. IC� &OCd tOW-10•r iti k1: AE+rd aA11 inUA1kd in acca•rda n ce voi-it h Lhe a a p r a-'m di E SC pia rk. rdf TIW muInlrii4r-ce .s 11{I i-epan reqpiiii rmni 5 rrr .II --R,5C meamire3 have ban per ,u r n i c d lifihial ,WW dar+l A LUPY ar alibi mifip owad Ems' plan or oompleLe•, 43-1e and sign sn inspeclloirl pert be Indkma Eo1nplanee with apprwmd gr amu nd c8 byhr s p tx 11 I Ea 1 le fits. Corn�11i' tt dWe orrd t•Ign iA kspetWin 1eWrL. I a I CGrroe 4hm a[tbrrc have to•11.1 iakaa inhial .VW Mama copy or lhn ap"ad ESLSC I* EIL%C m%mur0j, 04A or 60MOWN. d11i sod 111611 W jnpcog1ia1'1 rewrt to Indm;Ae tht €wnpiet an kiF the omreKttmaeiion. 2. Addilliunul D"unlentdfiun RC be Kgft Qrk Site Ir1 3c di-ioi% -i i tia EWC p a -i dixur f•erts abo,K.Ti the hYmowing Items S jaII t1e ke DE � I the ,p ;rd a'OR a Ylr'• for it ;prgUn gt ;II tlrne. %nijHpj MMR DI: 5Irie$� hr grs..Ir11�•�� the rt pr.. dry a i -r, -;poi -hr r-gr•rr:17lnr naI .rrr rn tmj gllr• u-o •:.Irdlr1nr; tq;it rriakr, tF ; rr-jl.1-^n1- -it r.:!- pract :-R . iaa TrIIs Ge le •a Pa �•r ; a S Ilhl'I�II ,he �er�lf l` t•e 1t I raEe, arx er it 15 retelved. (bl pLx_Qrc3 ur insplrotlbAs nude d Jring I.Fe Rrr'MII .I.0 M_Iyt Ir_anlht. The per Ti :tes ,Fal �"'ewrd LFe requ�-lmod Idb-jeVV:9L':;rl_• or Pie IrSpetL {.In ReL-r rd ftwrn "-Ykkd ay Lhe Drublonor a similar 11'-spect n rorrii -P131: IrKluIdiesa,' 'tee ''equired ellIeme'nts- IUD n, IIQ• rr�1ltil llY- II I • r-cGord5 In III' j of *e I'1Nwired Qaplgr i;Qp1eS-- W Wallobwdif 5hr 1r -ri p"ralrir i'•qIjal ar:-r'oL-. arW IJtlllt'�a5 -hr ham-zapyr nor*. Q k1 rk to h e Re Lmim ed fu r ThFft Ye ® rri 1M data uwd w cvnViete the a-NOI a -)d all 11 ipecEi•0'1 recur-ds shall be maintained for a period of three Ve i r'S after proa•elct ornpl•et1c1r1 a is � 31e ayallable u"n fEgL,$it �40 CFR 12.411 Pm r II., s E er l o N G, li'1'Em j q W COVA OF SEDIMENT BASINS FOR hiINTENAMUE OI CLOSE OUT SILIdIrMenl. basins glifid 1f`ipt that -eCeive '1Jra,r fn nn li Minsp arm of -ntL 9K CIF° more hFa -4 mJ&e bu`'lel. sLrI__`.-urea Via_ w 1.7dr!iw titi�r F.:-am Lh_ 1Jrf aL_ 'h••ir •-I kFet� de%li_es •ir-eh '.J.: be d -.Ywr dLrA''y PC ' to 'ptk 'pdr'C-L- Lie O`�O� bit wilt_ b : ' "'� is ihfeas%le. T�t �I� JI I�1:�'1�L'� Ii- WI�1LF 'L 1 ,:'. I�L'dIdL, : LL wil.'1dl d' we. Ler l'';.;n1 he �u 'it ce �Sl`� I .L7 1 d1 L' `,r•1r L'�c1'r VI ti1r1C� WitlI �_rL_'r�;�L'� tL� r� a'r1:� �'ILr I. Non-wrilace 4% -.hC rahy IS 1'rran See .. - 3e61ns shell be a1WoEd Orl�' WrIe wi 911 Of •1 '1 1IP,,� ing ate r .� hZ,.,-e Er1 rFr T Irke IFF &S a "14'i 4 J ;rr r I t•.- • • • � �Ihpl�1 d �411;r1 U, CCu Tientiiitior .7' the r1 . I =�1 r o-• 1,- 1 :: rl ., 1 . - -1� p tilriti ;ii''1� ��'r1� 1h•q ^r � '1c ;ior.� In ;��rllti ri it r ill ^ri:.Ji r r1�' rIY r1=a�.'iRr�' • ;r1lr�' '.�+ -shall r-or c*-r -rer'ce until tie LeLK `1 •ir.athorl(y h = S i pD—mved the!e a Ikems'. (b] The narl-3urra� wiLFdr�lwal Fas �'L--1 rk=rt-'d os a •1 anUcipoWd by rulsl �I a1=�= �dan��' ti4i�h Pa I_II, .iorr E., L-2n 12:116 and i:o I tar :-1is p•e•• -ri`., (cI Orwa'er rig disdiaraes alre tr . C1J %v `n 1-- -1trD s tr-- T -1irni1e d ISoF3-hrs -r p`-.Ilutarl fr_rn st- -Tw&er &at is mn--1 ed �rE}'rw the sedinc!w-it basin. Exarn ales Df apprcpriate ol�n`n3Is inokllle property slud. dcskgrPc and m-ainW1pel- glizviitcring tanU. w;- it tan mcs, ri-rcl -ratw1n sy steITtiSi 01 Ve't•e. �c1a �d areas . . saes or a prcoefll ' deiIPrled EV:ii ore d Is used to the merit fewilbl•e ar timeoumle't cf lhe delivatetinE veatnmtent idevic-es des- -1 Ded Ir iem ;(.; arL11-We. (e•) VlelCegy dlsalpaLr_• -1 Ife1JICe3 3L°:F1 as Ithrok tarnssedlne -IL Lrops, a -1d rip'e a a -e pirayided at Lhe dis{tlarge painLs Ear a Jew aler!n j; cityimsrMCI (fl Sediment rericrl.Td r-an tF,^ C nvizme'ring t-o'atment 1:CVj::C,, ,deser Eel in Ite T o; above is disposed of in a rrrar rle•r _rta` does not o2use dlepbsri n of s�edliimerit ■1ta 'raters Ear tFe Un'iteo z: -.es. PART IIh 5fL17-INSPECTION, 9 ECO61DKEERING, AND REP'Of1'1 NIG SECTION C: REPORTING 1. lurrl noe-h that h1 ust he RePlarted slerTI- -CCs sF31I rep- - -ht Fpft vi +n0 D::currannes: jaij V1sIb1e Adlfrl•ent depcMenIn astrea-� or wetaid. abl oil wpz ir: -ryev are 2_5 eallois or more, ■ " ricy arc lca rian 75 gallons bit �.anilo't be r'r -are j ip with ri 74 h<pAr5. ■ .1 0ricpr .-in surf y1a1•r ' f rr -Ili of vnlurnr), D- ■ They arr. w .hip 1:o fogy of suwbcr -A'a1 1-;g�j -1- r f 1dyllurr-o', (Cl F;eleaSeS of ha�•ar+�^%Is 5� Ds ancr; IrL e> • ... 1 :1,1 I • :. jantities jn,r ,' '.r1=d _ 1 q1thf CIr? rl Wa-r•r Art (Rivf •! 1, 1 ' : s -ir • ::. I F. 1, '4),r!r 9mtInri 1137 of t:F Rl A �Ref4-0Uih •M) or W. i4.3•;ziSaw: ; r ; r-. pc I t•eb bwassei a nd unaI11t<c!p•awd hypes, -it.0MIIfinl:* with Lhe carldidom of �_hii perrl'li' (hnL inuy r'IG_anvr FtdIcF esr he ~ r'w_r*n r rA - 91 ft'r a nrrrr'm-tr,r ba4mm as gwarid of an rtncurrg•rlcr tF at rnu,;t tr• rrp:: 7c%d. nc% r FIall rL.-!nt3L-- W.- apr ap - -1 :% U-mnlpn regignal orHice Ili• -_-Iir 1-Ir• . T1eframrs and in aeoorcarte w t'1 the -'her rya Jlrt Tyros Its d beltrw. OccLlrrenees _ de -lormal UJ 11e35, '10L -3 r i3y1 als-a be • L'p�71ed L•s 'he :)r 36rtmentmt EjAyirdrr"ntal Energe-il:y' f-e•Iter per�,an-le ai UW ::ASF, ' • %I Irpt-iFl1+ }r� ment %Ir•w:r•n :11 •00w` .II'•A Chi ail spill3 and Ir 4m ads 0i hamrdoiijs jbstoncas per I*am 3?b' I c I -kx,re ti-;aArti;iPAINd ,rI 1-.1•,%•• L IjW CFR 31JA 3 4 A i X3r1 ¢d E L1 n1a nii k1 pa teed bpr.asses 14a CFR l 1_4] W.43F] :&I Noneampllanca In r n v.h& mid a i b poerri111 I N S rr1a� endafige1 r"Eh or ihfd tim i fo n m"140 CUR 322-4]elll7)l N C. G-0 I SELF4.NSPECTION, RECORDKEEPfNG AND REPORTING fl Q gLm i r4t Til i'1•I d&mn & i CAI t4v 13 i iLa riiin yr) a rid 0 eh A e IR aq u i r ri rd i rVI_:L •r 4Min 24 ),our'%, an -3raI or ek-e[ronio wtdka,Ic.,% I*'I'ef•iitl• 7ea-rfi -din a ig"rI LhsI t:wAlAini ij •dgkiipI Oo% i�d IHO tiwllilr•kW Ai111 IAkAA 11, I NO •:-allip ell IIhP dW-.V1SiIifH1 D6iyitarn ytwiF rruY •art°uw 'lh•■ rioqui1+••°nNnl F:Ir .I wIi-imbn 1 rrrpaxt an o fA 41A - rrf-.CA •p wig. i If the Wearn 1s name•b on Mhe NL 1-mr : ; ;rnipaWed br se•dlrnenil- re la-ed o'a u5a!% Me jx rnn e m ay t - re q ul red to pe•rftwm adidillIk i na I M 0 nil Ix I n g_ In sipeo tea n s Ix a p:i N rr or e s t-1I ngent pra otl res• I f st aff det-rimn,l. a likat adcliiroria1 re-Nu11er"rtnh urr r' eeded to assure cempharim wrll- the federn or stale Impalre;d•waiers omrTldifons, IF P 9 Ill in, 14100urr, a rr •i r a I t>. er lirct 10 n ic rr i L ire I i cz%. T h•a ncg i'ric ■ Lkm �h1�II trg:k KIw wrr"Mh}n, 0bovt 1P* deW., IIkiJN ftsIipolit, wohiffi4 *rd krr-.rti•an s-rr ti-rw 1.1rr1 r r rrLua■a,. The ryarL shall In-okide an evaluation oll the antkiWe1i qualKV am _ e Fil ect of the tali p a 5 s. mi Prii Ythin :4 hau", M1r irtiI 1r ehme#n iiS WtWkM''• W M 1 n 7 cwfe nddf dOn a re po r1 that I n Il'udis an eimW u a t Io n al the q, n I rPi z r•■d eii'e 1 Ix t •••6 �Y a s s. 4 WA r h r n .? d .4 n ur•g . a n ft a 1 tic eItLl I r7 -r Ir rr. t dk•I'�114rk• ih Wthin 7.ca fend& o a reporl that iontalns a descrlpti n c(the n o-Ioorr'li:I i a n rx �_, •ti d'- s oa uses; the perW 0ill no m m n p MarkM I n E I Lrd I rq co a d atm aM l I m es., and 111 Fri• o3 n I: om Q Iti-rice lhas Thai b d Q r1 E offmc! ad, Vd* Intl dpa Gad tl Ir* a o rho GffNN i a 11.1: # i s it r.p1•IClwd to ronaril.ie; and steps lakes or planned to reducxL, elIminater and prESvt rto irurr'enc-- oI' the 11' ancmnpIUme. 140 EFR ] Z3AIjI1.(Sj. t Ell hei s 1 an LE wff awl vrj i w;11 hey ioq u I ra rm n E r.o i a w ri E w1 r a pix S e n a r� 10 -trr-ck -p tr2A i:6. rqop i i- c r IL'n ��. vIFtTi W Quallfty EFFECTIVE: 04/0111 () W a o � �•-1 � N � U N cA Q E � oo 0 > � Q � w � o � � U U o � b � o o � � CAj oo SEAL 6 416122 m m o CD 0 Li z Q o U) o SHEET: CC 7 G R G W F[G ST-A H I L MAiII ON .AND M ATEA! ALL RAN a U M G PRACr1 M FO R ODM P U AAA WTTH III Irr p lernentinaItMde:UiIs arrd �iricad or,_ 1:-1a -I :ieet-MII -ejTJrtin titre mnstrJ_�an bein araidered mril pant with t ie Graurd Sts_��I _a.-jmro arA Ya,terialr Hand �Y 6 P � GIs or the NUM CuuMKEan 'GenereI Fierrnit (.scot ans E and R. re1aecticeIy'. The pe rrrR e es ha I I c o rn 3 r( witM tre Ero! on arid Sed inn a rt �1_ rtr of 0 an a p p ro ve d txf' the ate d a in o rite h a,r n a Pji sd c o n. A. l d e to i Is " s pe sic et o rns s hcrk- 1 oin urm sh a et rr ay nflt 03P rydependnG ons:te con-ditionl and the. del ep to-LdahaurLALtim I- SECTIQN Ee GROUND 5TABILJZATIQIkI 111equired Ground 54abi1oartinn Tine1'ram is StaIrlIize- wftIn this She A rea G esai ptio n ni,5 n3' 'm I e n da r T i m e#re m e era r is mw "ysafter ceasing lend disturbame 1�' Ptirn&Mrdikes, ti.•, � Imes, and Z' none i. 1 e'tefr 510 M5 = l !� - e *I C(u a I it( YY ate r r n w, z ogles N oils 11c] 190 peu s#z a pour t11ar1 if s pes are i. � I ess i r% Ee n 6t h and are 3;L rat .teepe:rthan Z:=, !A d�aqs are allowed -� days forsloipesGreater than 3(y in Ienm:.-M and :nth do:vim steeaer thm 41 -?- days for pe r i rn e t e r d � 1wa Ices, Skier :it ,i =• d�dyes,aerirnetersgesand. F1 ' Z o nes -10days for FaM I Watershed -Tys for �r1 rite -r dikes, 5w-dl� c Arm wi th s I o -s d itch �� rrem r s la pet.s �d �ti!' Z o nes der b-1e r1 4..1 L LD day s1orFeIIs_LakeFatershed -in Iess th e re 15, mrLo• s lolol e Ike_ A.r'ter the p e rrr a r e -1 t of s sa t :in of c an !;t ru oti on alot;ief M a rrr- a reas wi th to rn parary s-o un d rtm :1a -5 r_ -Fe I a e 1 rye-- e d to Fa rmaze n t gou n d s tA3I I mti o n a 1 1o■a n as pradumb a �L-. in no ossi a-vrthen 90 c0m3ardwr arterthe bstland disturbing a citi'vity. TernFo•aryUok-ndstab ifmtior11h0be ra-.riteinedina rrannertorr-rider the s%Mre �tatHe aom iratamek *ed erorion jn 1 pt rm5nent roJnd stobiiimtiobi achie:'dtieoL mil! M D 57 AB LIZAT1-G1 SPM F1 CAT10 w oU-Idsu1'irioerlll�; �athatrdn�,ill not the soil. List! ort1-1� S�ilmteSr tootIni9Lies �nthe tobiebelow: Torre Pam! smha1an n Ii!'■•rmm=qft ai■W hztL= P rerWwrgmja.seE403wreri -IIh itrai or Rermwwsk grins seed cvmva 'y tk Arvmo a ocher and&Ki arPJ ii-ckiHeIoihtr mulihQs and ixkdW:L s Plyka we d rd F 5 QeM VAW r:k s M h 2• vQI-M WWs sod I a FxAled Lti101JOP CGnt141 R'GdU[is'AbM d nenfu11Came0 fit]re Yo4e I I I I Pm pore vM-1 aw UM d R. W%*ter■ ciii7 • r,rf11 :�111 a1■ �1nFl 1■d Nlrp■ Or 411w mu*h R. 5hnotI;FLcm oftoI rrIni■bp r1p cbmItld ■ 111tiL: -1IIwIiI16 Milh MLIILII •1 . d -o m ,%-d e- r e- -J � -1 I I I b*ted Crowd cnwo - 11�111 I11 '�41 'illl 1�'11�.'Ilti ■ .L LF-ILI'aI! dy �_UIILI IV. t U1 reLa4ift =0 1-� F PM KLd a roman co nl roil pfo d lr t s oo h h gras s sre d P0LYACRYLAMEWS (P'AMSj .4FCD FLOC CUUFM 1. selepdMcculants that are approlpiatt-rtirthesoiIs be i n 6 e q:mm eij 1 dwinG o,a n strJ c i o nsne I e oti n6 t' ern t1h a JM C 0 W R t ht of Apr.rt- Po P to n:3. 2. rn-1FF4fIbcr .ianrs et err before ti,e inWz toy Ero-ri on and Sed-rnent.CeMml Me io ures. 3. ApFot 01CCLUrits at the cancentrationl sped Nied in the fiC OWN 1isri if Appm � P4ell {M,-aurr� art raand in a cc ordcewith theirnanufertureis- .- 4. Praa arit'r`e:areafourco�nto'nrnent oftratea sdStonrv,ater d scharms L- .oIt I! t e: . I. Stork ,13 c --ulants -I ak- aro at containers U are kept under styl-reistartt corer ,rPxroJncec xr leoano-arycomeinrrient sitruiifturots. EQUIPMENT .A w a V EH ICE MAMUN Ahl EE N4aintanverycJesand equirrienttoPmYent diKharse of Inuidl. 2. Froyi d e drip pan 1 under any Am m ant 3. 1dentiPf It a US .5 nd �3 dr as soon asieasibk, orre-rn oYe IezCin6 e9Uprnentfrorr, tr,p-m pro. mot. �. C oILIK't a l s r- n t fUi ids, sty re in mpa rate co nt m and p ra p eq disp of a es 1 1•mz.z ri5a•J s wa.:-te ( rp-cyd a °11y'1"l e n pa n t-fle_1. 5_ Fie rn o M e kzti n 6 �1 id es a nod- coilstrJ cti o n e q ipn eft frwn sa rl�bt J ntii th e p ro G le rn 1'Fw bew c orre t-M d Fins Lread fuel.,, Iubicw o031ants. hYdrsJlir MLft arAl abler Peftle Jrn prodJo s to a."rj6 or disp:ual venter = at hancle= these rna :-erialts- R TEIL MLM wIG MATEAL IL AND LAME CLEARIN-G WAS E i. wevwbJrf or burn waste. Place I-tterand debris ina-3FwoYed w ste aunt®'rr=rs. Y. Prthde a lJf dent num aer and 6m ar ware coritainers le.6 dumper, trash rl-%oeptade:loinsift ta corta'noor on6nd do rrw_Lst:-: -*-wte r. 3. Lo■mte we st e c o rota i n e rs at I e a�t M fe e t irofay rr am sto rn d re in 'ri Mr a nd s;.1 rface wa to rs 11 I ess n o 0-1,_ =e r e H)5nlzfr%Y s ave re a m r" a %'ai la b lie. 4. L.o■_ to waste comeiners on arues that do not reoeyea �uastant�eI erncd--r1L of runoJY rryarr° �larid aree1 mid es rrot drain dir�rtrf to a �::�rrn drz s•. -earl ��-'=tlarMd. 5. Ear,,tie r yr aste ova n to in a rs at tfre e n d off' rLL. nch w o r kd erg en d t■-fore st ] rTr e Y n n is x proMide se ndary canta nmen+d weF�ir or r�aW_e dam Sed waste containers. S. An dh o r 40 iii � rme i gh t ibe rns i n w arLa con te.-n_ rs di r n a ti rr e:s of h i_j h w n ds. 7. E rr M wa !,;t e mnta'rlleirs a s d to p rw_,-e nt o y e rfl ow. ETe a n up i Ir rn e d is to rli- if co nta ne: rs o ve 11aw- c. a is pa r.�e west a �--si t e at an e p ode d d-'Z- o of e 1 I%C'l it(. Fr. 0n 3 us i n ens dajr, dlem up am d i s p os#&_ of waste Cn diets ii�naU d wa-st e c o ntei n e rs. M MT AM OTH E R LFM C WASM I. Do na t du" pa iTt a lid a n e r i-V d -i* a rt e i nto stogy rn d re i ns, strezrn s o r Aftiii a ma.. Z . Ux ate 0 rt waM o eft a t e a:t 5 3 re a--.- 5 dvaa r frown sera rrn d ra in in pots and s L ftm webiL- y Unlass rro atI-gr ar:a -rat' e r a -e reasa" afflikbde. 3. Contain 119kjdwastes inacori:rolled area- 4. Conta'inrnentmLvttie labeled, rizedand aW_=d SFFrop-atePrfore:icr1!dsoesbivt d. }re•�ar_-- the disdhaV oaf soapy �trart deker6e:*1 P--nd other4jid i oanstrJrtian iites. P O FAT A BL E TO 1 LETS n sta I portable tea i leir on le y e I g ro J n d. at le apt 160 reae:t a wv fro rn storn drains, stre_a -ns or wt1ands ziless tn-rt _ rL=a a_ternatrdx reesonab 'Iy Qdailable. li ro■at 3 fdkSet :� 13t a7.Uir,sale. ana�d_L relo■mton gar portable to I - behi nJ silt rMCe or place M a r--aY=I acd Snd s1_ -ro+- rid wrtl -, and aens. Z Premk-_rmkin6orer.-horin6 or Arta le toilets during, aerods or rii h -Air,& or Ln h'6h Mat !b-afi t c fare as- 3. L4witarPortab'le toiIatsforktifinSanotpiperly disFosaareny Itatedrni#eria1. WQralIcen-ed1an_ter� was#arhauIerItcPrearmveIeak.riv :Partable toileisand re:alace wft properi�0aeratinG unt �UHEN STCKXFilEMMAGEMENT Snow sba ck p i l e lkx at o ns on �` ' L ocat e e a rthe n-create ria I s bx:1�3 i k are as at I e a !;t M fe e t 1 ir" fro m A,:lr n dii aml ■0ft, ern e n t ba si n s, pe n rr ate r _m d i rocn-t c on tr ots !in d surftc a camber s u nko Ft an be: sbown n o o tip er 1arte rrefi-om awe r eas on a tAY !mailable. Z . :� -: -e 1A -r.-tcm:k 3 I It w ith s I It fe n ce I n nta I k`d :5 k} n a toe of s I a Fie wit-'S -irn- n L'n um o'rrs•et of r ,Y - k e t morn tl-Pe toe of sto ck p i I e. 3. }-:6ct r---7able stone anom pont when '-ak-L }:at�liL st:x-File. ntl-Ie tirrerrames provided on this she&tandin acoardanot w•7t the: a and n additional requirenrer&, Sal stab'Ihation is dLa. r'ned rr6etl* ii, ptipcol ord-le:rnloalooveraeteoflrli9ue�that~rill restrain a�eEcraxed era-monondistX3ed sails`raw'terr3ararf orperrrane:Trtcontrol need... �Environmental Quality 1 5& �.. `� •. I 91.1 CO M CRETE W A5 H 04M 1. ao nopt di_scharse ovancrete or cerrpp-nt 1kJ7 frorn ttot #e. 3. a is pio r-o-L of, o r rP_c4%_i a se ttl a d; I-i ardie rl-%d oo nc re to rw'd J e 'n ar_ mrdWm e with I oca I and ate saIid w&te rr- 5JlatiorLs.5nd at an approved raciIity. 3. Ilan ° � ail as ho it r rya rr rya rtar rr i xe rs 'n a cc ordanc a .� th t h e a b c1 a its rn a n d i n ed d- o n Pft o� tl-le rn':4 sa B r a n d asoat e d materia Is ,a n i rn Pori ou 1 b arri e r and v7i t h i n Fat aerrnet�rl�ltfelxe. 4. Intallterrlaorar-� ��nmekewalh�u#s pert cal requirerrentlrwhertie a limble. Iran 0It�rr1ate rr d or 7na11UCt i1 to be uea c d yo canteur a3prauaI a for rerdiew andapFrordrel. itrlomIsterndard deta _rare nat QdaileMe, Jse omoT,thetwo types orteal3orerf concrete M1a1'IoLILFiO"idedor1th-'re- * il. 3. Do not use con-crete *a6shoUts folr dwm.!tcrina or stc-rin6 dderedtioe o•Jrb or side*mIt s:ertons. StorrwIrateraoaJrnulateadwFthinthe washaultmaq nat be pumped into or di x ha r6ed to t he �:t o rrn d rai m sftr m or r e m i Yi n a s;J rfe o e w ate: rs. Liq L■ d * aste: r!1 us# b e p U_rn p a d o it a nd re r w otd fl'7 m Rrojtct. E. Late washo_ts at Ieast 30 reet ftom Aorm drain inIeks wd serf ca Baters unleas # mn foe: et1 own t ha t no a th e r a L e r m Eyes are rya na b ty aua i lab le:. At a rr 'n'rn u rr�, i n !;te h p'zdg cEVn a r rt o rrti draii n i n I e t r1] ckwest lin th e w-w W u# w h ch ccxJ I d re,: a ive T'l1 or oYerflaw-. 7- LoomtewasroJtshanea61yao=rd*area, on leop-I6roundand install stDne enkranceF'ti,_ r ftontorthe washoLit. A.dditernelcontrois rray be required by the a p Frrorii n 6 a ut h o ri q. E•. I n ate ll at left oce _r Sn dre ct.� oo nc re t e �t�s to the w a s h o� Jt within the a r a j act F rn its- Fats# w on t rve w a s h o- -' i ts.e If t o id e n tify t Ws lam t. m. 9. Rerrave leas fMr1 T7e washoJt winerd at aaprox rnatorf- 75% capes' to 1irr # oarar11ow inmsft. HeFlaze the tarp.::end 3115; nor inter terr:orar•f, -stJcWre cmmF�orients-when nolor�;ertJnctiona1.''hero JilizinG arternatid-e o-rpro 3P�etarf- p ro du=, fob• Ir an J ra ctu rye r'-s i nstrJ cti o r c- 10. 0,tthe corn1wtionoar�tt1e mncretework, re:rnoMa rernainin6 n6s andd�Lxse a in on aaproyed disFo;al facility. 'F'II p tr f a331kable, and staailJz! arrf, disturbance caused by rerrordaI of wash o it. H E R B ICI a ES.. FU70 G ES AND FbD lX N11C GEES 1. Stare a nd 1�3p� !he:r3kidel, F'estio dons and rodentiodes in aoovroan_e w, h label re-st c-.- c--is. 2. Store lherJiodw,pesti'ddes and raderkintb& Dirip-M co n ta i n e rr w kh the Id 3 a I, *Ih'ch I is-ts df re rt e n s `rorr use, net aM firA as d st e p 1 i n m 1e of aoo;dent°al 3aisan'% 3. e o n ort st o re h e r bri o ale r art o id e_r a nd r o de no i'ad6 in are w h a re n ood i n r 'r pcar. idle: a m-&Lre tMy may 13ill or leak ir7to welts, sb3nmw'ater drains, 6ryaund water o r nV acz vmflnr. If a s p i I I o cc -I rs, clean area i rr1-rn a di ". 4. a a n of sty a th ese ma t o ria i o n si te- 1AZ1 R G SUS A ND TO KI C WASTE L. C r e ate doLr ge e d ha U-do J s .va,.Yte ova I kcEci n er�_.as m° �# e. Z. P In oa- hay ardo u 1 we-ste c o ntai n e rs u ndvr o7 of oir i n s e ca n do ry c o nW n rw- &n L G } . C c no t sto re haaardo j- s &&rn i m Is, d ru rra a r t3aEFd rn ate ri a I s di rri--t r f on the 6T oLr-_ d . NC GO 1 GRO'UNrD STAB ILIZATION AND MATERIALS H A11\ DL ING EFFECTIVE:04101/19/ W a o �-I N U 00 E �� Q w C) � � U .0 0 4-) 0 o L) o � b � O � CAR � SEALD. - pti 416122 m 00 0 � Q Q Q 0 W � Z O bi O \ U Z Q o U o SHEET: CC 8