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Home My WebLink About4_Appendix III - Mine Permit Modification Drawings_Mine Maps Appendix III - Mine Permit Modification Drawings MINING PERMIT MODIFICATION A APASS MIN RMIT NO . 61 �16 H UART CORP USA MITCHELL COUNTY, NORTH CAROLINA SITE DATA PROJECT LOCATION: NOVEMBER 10, 2023 PROJECT ADDRESS: P.O. BOX 309 CITY OR TOWNSHIP: SPRUCE PINE COUNTY: MITCHELL COUNTY v%gaijs� DRAWINGS STATE: NORTH CAROLINA C rim& NUMBER TITLE ZIP CODE: 28777 N , 0 COVER 1 OVERALL MINING MODIFICATION PERMIT BOUNDARY LATITUDE: 3S-54-07.2"N (35.902') 2 LAND USE PLAN LONGITUDE: 82'03'50.4"W(-82.064') 3 RECLAMATION PLAN INSET A 4 ENTRANCE CONSTRUCTION PLAN & PROFILE REVIEWING AGENCY: INSET B 5 TEMPORARY HOLDING BASIN CONSTRUCTION PLAN & PROFILE NCDEQ REGIONAL OFFICE: ASHEVILLE REGIONAL OFFICE 6 NOTES iM, zl"�' 7 NCGO1 8 SEEDING SPECIFICATIONS PROJECT SCHEDULE: DATE TO BEGIN: SPRING 2023 P6 aw, EROSION & SEDIMENT CONTROL DETAILS(1 OF 3) 9 !w RE DATE TO END: SPRING 2024 "n, 10 EROSION &SEDIMENT CONTROL DETAILS (2 OF 3) EROSION & SEDIMENT CONTROL DETAILS (3 OF 3) DISTURBANCE: WE 14' 12 GENERAL DETAILS (1 OF 2) P ROJ ECT TOTAL AC REAG E: 11 S.08 ACRES PERMIT BOUNDARY 13 GENERAL DETAILS (2 OF 2) A& 2.S3 ACRES PROJECT DISTURBED ACREAGE: Spm�. E rl�e f WATERBODY INFORMATION: RIVER BASIN: FRENCH BROAD WATERSHED: 601010801 t 00 77ww_�' Z"77 Grassy C7�*k RECEIVING WATERBODY: GRASSY CREEK WATERBODY INDEX NUMBER: 7-2-40 CLASSIFICATION: C; TR Altapiass; WATERS OF THE U.S./STATE: JURISDICTIONAL FEATURES DELINEATED ON THE SITE BY Natwvlexi S&ME, INC. IN SEPTEMBER 2022 USACOE 404 PERMIT OR PERMITTING ASSOCIATED WITH JURISDICTIONAL IMPACTS "A� 401 CERTIFICATION: IS ANTICIPATED. W, AFFECTED ACREAGE TABLE Fr "'A NC NAVIGABLE WATERS (NCNW): PRESENT GE CURRENT AFFECTED PROPOSED CHAN 73'qm TOTAL AFFECTED r__ CATEGORY TO AFFECTED ACREAGE ACREAGE ACERAGE FEMA FLOOD PLAI N/FLOO DWAY IMPACTS: 62" C TAILINGS/SEDIMENT 0.06 A, L 0.06 FEMA MAP NUMBER: 3710079900J PONDS FEMA FLOODWAY IMPACTS: NO STOCK PILES 1.90 -0.70 1.20 FEMA 100-YEAR FLOODPLAIN NO WASTE PILES I M PACTS: PROCESSING AREAS/HAUL 1w, WATERCOURSE ALTERATION OR NO 12.58 1.04 13.62 ROADS RELOCATION: LiMe, 2.45 MINE EXCAVATIONS 2.45 OTHER (PLEASE EXPLAIN) PRIMARY PERMITTEE INFORMATION: TOTAL AFFECTED COMPANY: THE QUARTZ CORP USA 16.99 0.34 17.33 ACREAGE PROJECT NUMBER: TOTAL PERMITTED 93.75 6.56 100.31 K)2023 Microsoft Corporation Oc 2023 TornTom SOFT BING MAPS ACREAGE MAILING ADDRESS: PO BOX 309 REFERENCE: 2023 MICRO- SPRUCE PINE, NC 28777 VICINITY MAP SITE LOCATION TELEPHONE NUMBER: 828-765-8979 SCALE: 1 5,000' SCALE: 1 2000' PRIMARY SITE CONTACT: JOHN SILVER E-MAIL ADDRESS: JOHN.SILVER@THEQUARTZCORP.COM TELEPHONE NUMBER: 828-765-8979 PROJECT MANAGER: CHRIS GENTRY PREPARED FOR PREPARED BY E-MAIL ADDRESS: CHRIS.GENTRY@THEQUARTZCORP.COM TELEPHONE NUMBER: 828-765-8979 CONSULTANT INFORMATION: ENGINEERING FIRM: S&ME, INC. PROJECT NUMBER: 213314 \\� y, CARO -A MAILING ADDRESS: 2016 AYRSLEY TOWN BLVD., SUITE 2 CHARLOTTE, NC 28273 SEAL TELEPHONE NUMBER: 704-523-4726 03�320 CEDRIC RUHL, P.E. PLAN PREPARER NAME: 46j R/C H. NC REGISTRATION NUMBER: 036320 COMPANY/FIRM NAME: S&ME, INC. 797 ALTAPASS ROAD 2016 AYRSLEY TOWN BLVD. F, NC ENG. FIRM LICENSE NUMBER: F-0176 SPRUCE PINE, NC 28777 SUITE 2-A PROJECT MANAGER: CEDRIC RUHL, P.E. (828) 765-8979 CHARLOTTE, NC 28273 THESE DRAWINGS HAVE BEEN PREPARED BY S&ME FOR OUR CLIENT'S USE.WRITTEN APPROVAL FROM S&ME SHALL BE OBTAINED PRIOR TO ANY THIRD-PARTY USE, E-MAIL ADDRESS: CRUHL@SMEINC.COM (704) 523-4726 MODIFICATION, AND REPRODUCTION, OR RELIANCE, EXCEPT AS REQUIRED BY LAW. S&ME TELEPHONE NUMBER: 980-226-6519 ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THAT USES OR RELIES ON THESE DRAWINGS WITHOUT S&ME'S EXPRESS WRITTEN CONSEN 1�j 77 Awk.440 41 \z V_ V Y /v 2016 AYRSLEY TOWN BLVD h SUITE 2-A ----—-- CHARLOTTE,NC 28273 (704)523-4726 'All ENGINEERING FIRM f LICENSE NUMBER:F-0176 < IV, A x "y p lrq9-05-2�-_2N,3 ....... A0.BOX 3�' "re THE QUARTZ CORP USA 797 ALTAPASS ROAD �72 N�_ SPRUCE PINE,NC 28777 pffiN,��%79 _06- - 9 (828)765-8979 F50VTOO, 8-129 F-IfIV0799-06-48-02 P.0,BOX309 1:0799-06- C A 0 YpoBox L---- SS/0 SEAL % 038320 N-SE-V-13 - DRAWING p/ -00-48 70 B x�_30, < R/c H.VC z 0 < u 0 z uj > 0 > u u �2 AIN:0799-09-9f-730� / -797 PoGeI8 s-, of 0� !e 61 u u u LEGEND OrFRS STREET' uj EXISTING FEATURES .LD MINOR CONTOUR (5-FT,) (REF. 1) 091 0 F MAJOR CONTOUR (25-FT.) (REF. 1) ol C PROPERTY BOUNDARY (REF. 2) o� 21 lee PERMIT BOUNDARY (REF. 2) z 0 ACCESS PATH 0 IP F /PuAqq-x-,16�-ml� �,/ ("RIP 0DO/1111 Lij W7 7717 FEMA FLOODWAY (REF.4) 3: Lu TRrO -106 .77 0 25 FT. - I.,- , '26 �4 , �IW�/E E 1, P Ir J IVI 2 in o LU W �RS 'Mt FEMA 1 00-YEAR FLOODPLAI N (REF.4) u 5; IlEmAt LLj 0 or 3: BUF,FW;1 r) U-i 0 PI N�0 78-9-12-96-9`93 0 )799-0' WETLANDS (REF. 3) V) STREAMS (REF. 3) o Po Bc�X 66, 251 UNDIS kBED Ln Ln U-1 Ln of PR STREAM CENTERLINES (REF. 3) 0 B rn rn P Ty UFkR CD C, UJ CULVERT 1\%`.-07_9'9-09-06-820I J cu C) 00 m _3�71?OGEJRSS7 UNDISTURBED BUFFERS (NOTE 1) < 527 u 2 M 0 D I JK_AM� ACCESS ROAD z RTEL ADDITION c; N SET CRES 56 1 1 1 1 RAI LROAD PA _,-667a-- L NOTES: -2650 A 1. THE UNDISTURBED PROPERTY BUFFER IS 25-FT. THE UNDISTURBED WETLAND AND STREAM BUFFER IS 25-FT. -2625 < REFERENCE: 1. 2016 TOPOGRAPHIC CONTOURS DERIVED FROM NORTH CAROLINA 0 14 0 f DEPARTMENT OF PUBLIC SAFETY EMERGENCY MANAGEMENT (NCPDS) — < NC SPATIAL DATA DOWNLOAD TOOL. THIS DIGITAL ELEVATION MODEL < u -e� U Z N, y, 079 9-09-0 (DEM) IN MITCHELL COUNTY, NORTH CAROLINA WAS CONVERTED u -RIS'PIDGE 0-4 >* A,"/ AR"TE INTO 5-FOOT CONTOURS USING ARCGIS SPATIAL ANALYST. 2023 wo ;4 0 Cl� re' o 0 o 2,7;'o TOPOGRAPHIC SURVEY CONTOURS DERIVED FROM SURVEY DATA U Z PROVIDED BY MOUNTAINEER LAND SURVEYING. ry I__ PIN 2`5,- 2 Lu :0799-00- 2. PERMIT BOUNDARY DERIVED FROM SURVEY DATA PROVIDED BY < z '-17 OA 17 cj� Z ul _0,RIN1'_JD0,"flA1AYf1',-,r , "N' LLj — :D D L '*k a o 4 L MOUNTAINEER LAND SURVEYING IN JUNE 2023. TAX PARCEL DATA OBTAINED FROM THE MITCHELL COUNTY, NORTH CAROLINA Ln 342 un LLJ u GEOGRAPHIC INFORMATION SYSTEMS (GIS) DEPARTMENTS. z V) __j '0799 < 3. HYDROLOGY DATA OBTAINED FROM THE NATIONAL HYDROGRAPHY Z Lu p < -SITE WATER FEATURES IN 2 u DATASET (NHD). S&ME DELINEATED ON SEPTEMBER 2022. < 0 2 4. FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100-YEAR 99-19-1 A5 i8 FLOODPLAIN, FLOODWAY, AND BASE FLOOD ELEVATION (BFE) DATA N 79f�14,0"r PIR-0799-tf -IS-5189 s� OBTAINED FROM THE FEMA NATIONAL FLOOD HAZARD LAYER (NFHQ -6;,?LqrYISYR DATASET. 5_1 5. AERIAL ORTHOIMAGERY OBTAINED FROM NC ONEMAP, DATED < AUGUST 4, 2021. LD PROJECT NUMBER _j 213314 < ,�KN:0799-09- ' 34 5 FAIR 0/A Y LAT DRAWING NUMBER P�v vx 18 0 200 400 600 I I I 13 GRAPHIC SCALE (IN FEET) V�' -Z_L v K , I � - ft...'� " 'T I � ; a I �_� I -, I If � I / I I I 1 4 -1 Y I � / I ,"'.',' - I.I ! 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FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA) 100-YEAR --,,-\---- j I N '\ "i ",,"-'_ - iiiii - � W�WQ9- -3 .) ,� �\\ �1 f I-,- - /" FLOODPLAIN, FLOODWAY,AND BASE FLOOD ELEVATION (BFE) DATA 11'�\\ ,\-,-;Z- ' . 1 .00-'i --i , - ,��/�/v _ I \ -\ \\--i I - I I/ I I I "l-IN-i-__ /i / 1% 11 ---ii, ", -of'jw�p �)) � ( � � \ ' \ \ \\� , _'i / - -i--\--- '� - I , ,///) I '� � �\� �i � \� \\ ��0000 , I/ /// - o I///// /A S\ ,,, --i -�_ ---" - ----- , iiii 11 � \ \\\ \i \ 'i � I/ OBTAINED FROM THE FEMA NATIONAL FLOOD HAZARD LAYER(NFHL) 71� ' !��_i � I I _'- / - __ %-.. / ".1 � IW"'i_ --,- \ \ I � � � � ________7____ii:z/' "IK I-i - 'i - / iiii 5�// I "�i - 11," - - --i I/ "- / I �' \\ \�' , I , I ( " / / / �_ I ;/ - �" - ___ ---' // I // ---. \\ \\ �\ iiiiii�\�\ "---, iiN I" 7 N - "'_ � 7-i / x v , DATASET. 213314 , / //� / �' / �//�(\t� I i,� ( "" /7 ��\ �\� 10 "" / , ,//, 1,41111141 , \ � i 14 ALI , I - \ v i\ j "' I v//l/ ./)) 1 7-�� - Y / loll /��' j p \\ \ \\ \\\ ( \ _77, \1 __ ----O // ' '007,iiiiiiiiiii'- -iiiiii -i _- 'i -__ _i I / , --- k --i / --.10 I </ � / ;/ / DRAWING NUMBER _� _/ I- `iiiiiiiiiiiiiiiiiiiiiiiiiiiii. -iii- -1 __1,--;;;. , ____.-.,*, 0 J, I///Iliiiii/ii�'-- --ii-17��'-) ) ii� ) )�\ � � \ \ \ -,-iiii"N- "\ '\ I �\ , \ _j � \\ � � � \\\\\ \ � r , --'�-,_ / x __ _0_10 71-1 - - ______�_� _- 'i I � iiii \"N -'\ \ � 0 200 400 / 4 � " __ - < I . 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Ll ___� .Mm=mli;f _1� I I I U Z =) ' . , 41\1NA - - '�_l ll:�� I 10 \�,E?::' , ,2580" -, Cc- I,- Ncb6f' t / / 0 20 40 1.4 // / �� I, � b I , ,� � z � \ --- - - " �� / - - . � I rlj - I � 1-1 \ �2 #D 3;C-'061-22- \\\ I \ 6iim� mmmmll� - - N11, I � ", , � T-, ) �6 \\� , m - -1 '__ 11 ', "I I \ \\\� �\ ___ ;:� , \ \ \ ,\\\\ , \ m r1i ----_ . 11 2 / I ,\' z � - . , C) ___1 "_�. -1 , ,_1 11" C) --!� I r1l __ ___1 ,N�,�, ,\ - " '. , i I \ \\ \\\ ,,, ' r, , � _� ___ ,-, , ,-�'\ ,%`�, � \�_,__ o T_ I I I\ I , \ I Acn: 0.* �_4 0 re 0 0 \, .\\ \ \\\ 'N ;', - -�,'', - - u PROFILE HORIZONTAL .Q) F-4 W a- f'4 - 2' 0 50 100 150 0 20 40 U U-) L_ a- INSET A - SITE & GRADING PLAN L� �- >- 0 I -I I ____-- I I �:) z 2 cr_ �_ Ln mmild C4 04 �2 � �o 1 Lu - D Z) (L E- 2 a 0 16 GRAPHIC SCALE (IN FEET) un �6 = z u z < �-- Ed � C) a- 0- - < m 0 EXISTING LEGEND: PROPOSED LEGEND: u 2 �- u .Qj CULVERT NOTES: REFERENCE: _j �_ > . - w < 5 45 1-1 _ ll MINOR CONTOUR(2-FT.) (REF. 1) 1. THE UNDISTURBED PROPERTY BUFFER IS 25-FT. THE 1. 2016 TOPOGRAPHIC CONTOURS DERIVED FROM NORTH CAROLINA DEPARTMENT OF PUBLIC SAFETY .�i 1_01) u �:l \\\\\\\� WETLANDS (REF. 3) LIMITS OF DISTURBANCE NN9*�?Y� RIPRAP c: 0) - UNDISTURBED WETLAND AND STREAM BUFFER IS 25-FT. EMERGENCY MANAGEMENT(NCPDS) NC SPATIAL DATA DOWNLOAD TOOL. THIS DIGITAL ELEVATION MODEL z -cu - _25- -- MAJOR CONTOUR (1 0-FT.) (REF. 1) - STREAMS (REF. 3) MINOR CONTOUR (2-FT.) GRAVEL -0� .::� MN�lr (DEM) IN MITCHELL COUNTY, NORTH CAROLINA WAS CONVERTED INTO 5-FOOT CONTOURS USING ARCGIS ± �_ 04 < - -- - SPATIAL ANALYST. 2023 TOPOGRAPHIC SURVEY CONTOURS DERIVED FROM SURVEY DATA PROVIDED BY n PROPERTY BOUNDARY(REF. 2) REAM CENTERLINES (REF. 3) _450- MAJOR CONTOUR(10-FT.) COFFER DAM F-4 U MOUNTAINEER LAND SURVEYING. z z 3: � - - � PERMIT BOUNDARY (REF. 2) __ _- - - CULVERT - - -- --- ACCESS ROAD EROSION CONTROL BLANKET/FLEXIBLE GROWTH MEDIA 2. PERMIT BOUNDARY DERIVED FROM SURVEY DATA PROVIDED BY MOUNTAINEER LAND SURVEYING IN JUNE W4 < w 2023. TAX PARCEL DATA OBTAINED FROM THE MITCHELL COUNTY, NORTH CAROLINA GEOGRAPHIC PROJECT'NUMBER 0 - - - - - - - ACCESS PATH 01 121-11 M�� UNDISTURBED BUFFERS (NOTE 1) m *-- SILT FENCE OR 18-IN. DIA. COMPOST FILTER SOCK �� CONSTRUCTION ENTRANCE INFORMATION SYSTEMS (GIS) DEPARTMENTS. 213314 . 3. HYDROLOGY DATA OBTAINED FROM THE NATIONAL HYDROGRAPHY DATASET(NHD). S&ME DELINEATED DRAWING NUMBER R 11 � 7L� I \ - � " - ,,-,.'A ` �\ !\I� � r - m � 1k. �j W v I I =� 2 1 11"I'll . I - I I-- I V- 1 7 FEMA FLOODWAY(REF.4) ACCESS ROAD -0--O--O--O- REINFORCED SILT FENCE [__��j TEMPORARY BRIDGE ON-SITE WATER FEATURES IN SEPTEMBER 2022. ILW FEMA 1 _-X,--'� FENCE/GATE 4. FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100-YEAR FLOODPLAIN, FLOODWAY,AND BASE FLOOD FEM- 00-YEAR FLOODPLAIN (REF.4) E�� BUILDING - I I Ill 18-IN. DIA. COMPOST FILTER SOCK ELEVATION (BFE) DATA OBTAINED FROM THE FEMA NATIONAL FLOOD HAZARD LAYER (NFHL) DATASET. I -1 I 1 5. AERIAL ORTHOIMAGERY OBTAINED FROM NC ONEMAP, DATED AUGUST 4, 2021. 4 13 1 1 1 RAI LROAD __ AIMIll '00,0 AWMRW 3 FE f ,cO VERLAP- INGLE Mf r I9 (TYP.) 2016 AYRSLEY TOWN BLVD SUITE 2-A CHARLOTTE,NC 28273 (704)523-4726 E CE ENGINEERING FIRM JL LICENSE NUMBER:F-0176 COMPOST FILTER SOCK '0_1(TYP.)9 YP.) LOD NT �toD Pkd AR, LojD D LO THE QUARTZ CORP USA 797 ALTAPASS ROAD to- SPRUCE PINE,NC 28777 (828)765-8979 25-FT.TRUT,,A DISTURBANCE: -,y 0-13-ACRES SEAL IIH do.. ..................... ILI' I .. ...........EXISTING CONDITIONS 0 200 400 600 INSET B - EROSION CONTROL MEASURES 0 50 100 150 IGRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) uj un z rn > u U m u u U E 3 PERIM TER CO VERIL 9 (TYP.) U-1 cr m Y a 00 0 LINER LIMITS uu ryE 2590 2590 (Ty CREST ELEV�TION 25,58.0-FT. -_0 E-4 2580 -- ------ ----------G POOL ELEVATION = 255,6.0-Fr.2570 --------APPRD)TmATEEms—nNG_GRC��SUR ACE 2580 z E AR I t Ut- LI E STABILIZED WITH i�Wimum oVEWfi 0 Ln -IONS DINGS N __ 2570 i z 2560 uj 2560 Lu 0 uj 2550 0 U > 2550 Lu -ar, 0 E INFLUENT/tKLV w 0 T PIPES > 2540 2540 TR CL 13', (TYP.) PROPOSED LINER >-d z 0 U, rlvG—2530 C.2) OUMiGFRASTN_�l TOOPMEDTE )530 Ln L0D (GR DING PLAN IS PPR6xiMATE)0 —252 1 25 0 0+00 0+20 0+40 0+60 0+80 1+00 -I+ZU I+ 0 1+1 60 1+80 2 1 00 2+20 2+40 z+6 3 1 1 1 1 i rn rn LOD u 2+80 +00 3+zu 3+40 3+60 3+80 4+00 4+20 4 70 40 4+'604 C\j m CD C) Lu CD co Station rj C) 0 cu ICL z 0 ITS OF PROFILE- TEMPORARY HOLDING BASIN CROSS SECTION B-B' PROFILE VERTICAL TURBANCE:AC 0 30 60 PROFILE HORIZONTAL z 0 30 60 N IIZ 0 0 Q0 0 <ul U I0 0 0 uj Z INSET B - SITE & GRADING PLAN 0 50 100 150 Lu z Z a 0 GRAPHIC SCALE (IN FEET) <a_ uj z <0 EXISTING LEGEND: u PROPOSED LEGEND: CULVERT GENERAL NOTES: REFERENCE: <MINOR CONTOUR (2-FT.) (REF. 1) 1. THE UNDISTURBED PROPERTY BUFFER IS 25-FT. THE 1. 2016 TOPOGRAPHIC CONTOURS DERIVED FROM NORTH CAROLINA DEPARTMENT OF PUBLIC SAFETY WETLANDS (REF, 3) LOD LIMITS OF DISTURBANCE RIPRAP UNDISTURBED WETLAND AND STREAM BUFFER IS 25-FT. EMERGENCY MANAGEMENT(NCPDS) INC SPATIAL DATA DOWNLOAD TOOL. THIS DIGITAL ELEVATION MODEL—25— MAJOR CONTOUR (10-FT.) (REF. 1) STREAMS(REF. 3) MINOR CONTOUR(2-FT.) ,tj` GRAVEL (DEM) IN MITCHELL COUNTY, NORTH CAROLINA WAS CONVERTED INTO 5-FOOT CONTOURS USING ARCGIS z < SPATIAL ANALYST. 2023 TOPOGRAPHIC SURVEY CONTOURS DERIVED FROM SURVEY DATA PROVIDED BY PROPERTY BOUNDARY (REF. 2) STREAM CENTERLINES (REF. 3) _450— MAJOR CONTOUR (10-FT.) COFFER DAM 0 MOUNTAINEER LAND SURVEYING. z 2. PERMIT BOUNDARY DERIVED FROM SURVEY DATA PROVIDED BY MOUNTAINEER LAND SURVEYING IN JUNE PERMIT BOUNDARY (REF. 2) CULVERT — ——— — — — ACCESS ROAD EROSION CONTROL BLANKET/FLEXIBLE GROWTH MEDIA 2023. TAX PARCEL DATA OBTAINED FROM THE MITCHELL COUNTY, NORTH CAROLINA GEOGRAPHIC PROJECT NUMBER -- - —— — — — ACCESS PATH UNDISTURBED BUFFERS (NOTE 1) INFORMATION SYSTEMS (GIS) DEPARTMENTS. SILT FENCE OR 18-IN. DIA. COMPOST FILTER SOCK CONSTRUCTION ENTRANCE 3. HYDROLOGY DATA OBTAINED FROM THE NATIONAL HYDROGRAPHY DATASET(NHD). S&ME DELINEATED 213314 3 PER s FEMA FLOODWAY(REF.4) ACCESS ROAD —00---C�� REINFORCED SILT FENCE TEMPORARY BRIDGE ON-SITE WATER FEATU RES I N SEPTEM BER 2022. DRAWING NUMBER FEMA 1 00-YEAR FLOODPLAI N (REF.4) BUILDING x FENCE/GATE 4. FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100-YEAR FLOODPLAIN, FLOODWAY, AND BASE FLOOD iEMAr— BMW 18-IN. DIA. COMPOST FILTER SOCK ELEVATION (BFE) DATA OBTAINED FROM THE FEMA NATIONAL FLOOD HAZARD LAYER(NFHL) DATASET. RAI LROAD 5. AERIAL ORTHOIMAGERY OBTAINED FROM NC ONEMAP, DATED AUGUST 4, 2021. 5 13 PROJECT NARRATIVE STANDARDS & DISCLAIMERS PROJECT DESCRIPTION: 23. WHERE INDICATED, INSTALL COIR MATTING, REINSTALL SILT FENCE OR COMPOST FILTER SOCK, AND GENERAL NOTES: COMPOST MATERIAL NOTES: THE QUARTZ CORP USA (QUARTZ CORP), UNDER THE CORPORATE NAME OF ZEMEX INDUSTRIAL MINERALS, HAS AN INSTALL SLOPE MATTING. 1. THE OWNER'S CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL THE COMPOST MEDIA SHALL BE DERIVED FROM WELL-DECOMPOSED ORGANIC MATTER SOURCER ACTIVE MINING PERMIT(PERMIT NO. 61-16) FOR THEIR ALTAPASS MINE SITE IN SPRUCE PINE, MITCHELL COUNTY, NORTH 24. FINALIZE CROSSING CONSTRUCTION ACTIVITIES PER PLANS. EROSION AND SEDIMENT CONTROLS PROPOSED HEREIN. PRODUCED BY CONTROLLED AEROBIC (BIOLOGICAL) DECOMPOSITION THAT HAS BEEN SANITIZED Amew CAROLINA.THE MOST RECENT PERMIT MODIFICATION WAS APPROVED ON JUNE 19, 2007. QUARTZ CORP INTENDS TO 2. THE OWNER'S CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES TO LOCATE ALL THROUGH THE GENERATION OF HEAT AND STABILIZED TO THE POINT THAT IT IS APPROPRIATE FOR THIS AMEN CONSTRUCT A TEMPORARY HOLDING BASIN ON THE LAND COVERED BY THE ACTIVE PERMIT,ADD ONE ADDITIONAL 25. REMOVE TIMBER MATS (IF UTILIZED). UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION. PARTICULAR APPLICATION. COMPOST MATERIAL SHALL BE PROCESSED THROUGH PROPER THERMOPHILIC PARCEL (PIN: 0799-09-16-2177) WHICH IS CONTIGUOUS TO THE ACTIVE PERMIT,AND CONSTRUCT AN IMPROVED ACCESS 26. REMOVE DOWNSTREAM COFFER DAM (IF UTILIZED). REPLACE ANY STOCKPILED STREAMBED MATERIAL. 3. ANY PUMPING DISCHARGE FROM CONSTRUCTION DEWATERING SHALL BE DISCHARGED THROUGH COMPOSTING, MEETING THE US ENVIRONMENTAL PROTECTION AGENCY'S DEFINITION FOR A PROCESS TO r., ROAD FROM HIGHWAY 226 ACROSS THE ADDITIONAL PARCEL. FILTER BAGS. FURTHER REDUCE PATHOGENS' (PFRP), AS DEFINED UNDER 40 CFR PART 503. 27. CONTINUE PUMPING ANY SEDIMENT LADEN MATERIAL THROUGH THE FILTER BAG. 4. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED THE PROJECT DISTURBANCE IS ADJACENT TO GRASSY CREEK THAT RUNS WEST-EAST AT THE SOUTH PORTION OF THE 28. REMOVE UPSTREAM COFFER DAM AND REPLACE STOCKPILED STREAMBED MATERIAL. ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL REMOVE MUD/SOIL FROM PARTICLE SIZE DISTRIBUTION FOR COMPOST FILTER MATERIAL: PROJECT LIMITS. IMPACTS TO UNNAMED TRIBUTARIES TO GRASSY CREEK AS WELL AS ON-SITE WETLANDS ARE 29. APPLY SOIL AMENDMENTS, SEED,AND MULCH TO REMAINING DISTURBED AREAS ACCORDING TO THE PAVEMENT DAILY, BY DRY SWEEPING METHODS ONLY. 2016 AYRSLEY TOWN BLVD. ADDRESSED BY A SEPARATE 404/401 PERMIT APPLICATION PACKAGE. SEEDING SPECIFICATIONS. 5. FEATURES ARE SHOWN FOR REFERENCE AND ARE NOT ACCURATE SIZE. PLEASE REFER TO THE DETAILS SIEVE SIZE PERCENT PASSING SELECTED SIEVE MESH SIZE, DRY WEIGHT BASIS SUITE 2-A AND NOTES FOR PROPER SIZING AND LOCATION. 2-IN. 99 % (3" MAXIMUM PARTICLE SIZE) CHARLOTTE,NC28273 THERE WILL BE IMPERVIOUS AREAS CONSTRUCTED ON-SITE IN ASSOCIATION WITH THIS PROJECT. E&SC AND CONSTRUCTION (TEMPORARY HOLDING BASIN): 6. A PORTION OF THIS PROJECTS GEOGRAPHIC CONTROLS WERE OBTAINED BY THE ENGINEER FROM 3/8-IN. 30-50% (704)523-4726 30. CLEAR AND GRUB EXTENTS OF TEMPORARY HOLDING BASIN. EXCAVATE TO MEET DESIGN GRADES PUBLICLY AVAILABLE GIS DATA AND HAVE NOT BEEN LOCATED BY A PROFESSIONAL LAND SURVEYOR. ENGINEERING FIRM GENERAL NOTES: WHERE NECESSARY. 7. S&ME DELINEATED ON-SITE WATER FEATURES IN SEPTEMBER 2022 DISPOSAL/RECYCLING FOR COMPOST FILTER MATERIAL: LICENSE NUMBER:F-0176 THE PURPOSE OF THIS PLAN IS TO OBTAIN A MINING PERMIT MODIFICATION. THESE PLANS ARE NOT FOR GENERAL 31. SMOOTH TEMPORARY HOLDING BASIN IRREGULARITIES OF THE SUBGRADE AS SHOWN ON THE PLANS. 8. THE UNDISTURBED PROPERTY BUFFER IS 25-FT.THE WETLAND AND TROUT STREAM BUFFER IS 25-FT. 1. COMPOST MEDIA IS A COMPOSTED ORGANIC PRODUCT RECYCLED AND MANUFACTURED FROM CONSTRUCTION. INSTALL THE GEOMEMBRANE LINER PER THE MANUFACTURERS SPECIFICATIONS. EXTEND LINER INTO 9. TOPOGRAPHIC SURVEY PERFORMED BY MOUNTAINEER LAND SURVEYING IN JANUARY 2023. PERMIT LOCALLY GENERATED ORGANIC, NATURAL, AND BIOLOGICALLY BASED MATERIALS. ANCHOR TRENCH AS SHOWN ON THE DETAIL, AND GRADE TO FINAL GRADES AS INDICATED ON THE BOUNDARY SURVEY PERFORMED BY MOUNTAINEER LAND SURVEYING IN JUNE 2023. 2. ONCE ALL SOIL HAS BEEN STABILIZED AND CONSTRUCTION ACTIVITY HAS BEEN COMPLETED,THE THE EXISTING TOPOGRAPHY DEPICTED ON THIS PLAN WAS OBTAINED FROM NORTH CAROLINA DEPARTMENT OF PUBLIC PLANS. PLACE COMPACTED FILL TO MEET DESIGN GRADES WHERE NECESSARY. 10. THE LOCATION OF THE PROPOSED LAND DISTURBANCE AREA IS APPROXIMATE AND BASED ON COMPOST MEDIA MAY BE DISPERSED WITH A LOADER, RAKE, BULLDOZER OR SIMILAR DEVICE AND OiKv SAFETY EMERGENCY MANAGEMENT (NCDPS) NC SPATIAL DATA DOWNLOAD TOOL AND MOUNTAINEER LAND INFORMATION PROVIDED BY THE OWNER. MAY BE INCORPORATED INTO THE SOIL AS AN AMENDMENT OR LEFT ON THE SOIL SURFACE TO AID SURVEYING SURVEY DATA. SOME FEATURES WERE ALSO OBTAINED FROM GEOGRAPHIC INFORMATION SYSTEM 32. INSTALL INFLUENT AND EFFLUENT PIPES FROM THE TEMPORARY HOLDING BASIN TO THE FACILITY AS 11. SPILLS OF ANY HAZARDOUS MATERIAL SHALL BE REPORTED IMMEDIATELY TO THE ENVIRONMENTAL IN PERMANENT SEEDING OR LANDSCAPING. %_.mg1w DATABASES AND OBSERVABLE INFORMATION FROM AERIAL IMAGERY. EXISTING UTILITIES WERE NOT LOCATED AND SHOWN ON THE PLANS. INSPECTOR. 3. LEAVING THE COMPOST MEDIA ON SITE REDUCES REMOVAL AND DISPOSAL COSTS COMPARED TO S&ME IS NOT RESPONSIBLE FOR THE LOCATIONS AS THEY ARE DEPICTED.THE CONTRACTOR SHALL FIELD VERIFY THE CLOSE OUT: 12. IF EQUIPMENT/MATERIALS ARE TO BE STORED ONSITE PRIOR TO CONSTRUCTION IT WILL BE STORED OTHER SEDIMENT CONTROL DEVICES.THE MESH NETTING MATERIAL WILL BE EXTRACTED FROM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION ACTIVITIES. CONTRACTOR TO COORDINATE WITHIN THE CONSTRUCTION LIMITS OF DISTURBANCE SHOWN ON THIS PLAN. MEDIA AND DISPOSED OF PROPERLY. THE PHOTODEGRADABLE MESH NETTING MATERIAL WILL 33. FINALIZE CONSTRUCTION ACTIVITIES. DEGRADE IN 2 TO 5 YEARS IF LEFT ONSITE. BIODEGRADABLE MESH NETTING MATERIAL IS AVAILABLE WITH ENGINEER AND QUARTZ CORP REPRESENTATIVE SHOULD THERE BE CONFLICTS IN THE FIELD WITH THE INSTALLATION OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. 34. SEED, AMEND SOILS, AND MULCH DISTURBED AREAS WITH SEEDING. GENERAL EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES: AND DOES NOT NEED TO BE EXTRACTED AND DISPOSED OF, AS IT WILL COMPLETELY DECOMPOSE IN 35. ESTABLISH PERMANENT VEGETATION IN DISTURBED AREAS. THE FOLLOWING MAINTENANCE NOTES SHALL BE FOLLOWED UNTIL THE SITE IS STABILIZED AFTER APPROXIMATELY 6 TO 12 MONTHS. USING BIODEGRADABLE COMPOST SOCKS COMPLETELY EXISTING SITE CONDITIONS: . DURING CONSTRUCTION, THE OWNER'S CONTRACTOR SHALL BE RESPONSIBLE FOR ELIMINATES THE NEED AND COST OF REMOVAL AND DISPOSAL. THE QUARTZCORP USA CONSTRUCTION 36. UPON ESTABLISHMENT OF PERMANENT VEGETATION REMOVE TEMPORARY EROSION CONTROL 797 ALTAPASS ROAD EXISTING CONDITIONS CONSIST OF WOODED AREAS WITH GRAVELED ROADS. MEASURES,AS APPLICABLE.TEMPORARY MATTING, IF USED, SHALL BE LEFT IN PLACE. INSPECTION AND MAINTENANCE OF E&SC MEASURES: SPRUCE PINE,NC 28777 1. ALL E&SC MEASURES SHALL BE PROPERLY MAINTAINED DURING CONSTRUCTION UNTIL THE STANDARDS: (828)765-8979 SCHEDULE: COMPLETION OF CONSTRUCTION ACTIVITIES AND DISTURBED AREAS HAVE BEEN STABILIZED. E&SC MEASURES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION CONSTRUCTION IS ANTICIPATED TO BEGIN FALL 2023. REFERENCE- TEMPORARY E&SC MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS POLLUTION CONTROL ACT OF 1973. CONSTRUCTION DETAILS AND SPECIFICATIONS WITHIN THIS STABILIZED. PLAN WERE DERIVED FROM THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN \�\®� C,qRo EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS: 1. 2016 TOPOGRAPHIC CONTOURS DERIVED FROM NORTH CAROLINA DEPARTMENT OF PUBLIC SAFETY 2. E&SC MEASURES AND PLANTED AREAS SHALL BE INSPECTED BY OWNER OR OWNER'S REPRESENTATIVE MANUAL DATED JUNE, 2006, CHAPTERS 6 AND 8 REVISED, MAY 2013, PREPARED BY THE NORTH <� @� . ` ' ' " • `r �-' EMERGENCY MANAGEMENT(NCPDS) NC SPATIAL DATA DOWNLOAD TOOL.THIS DIGITAL ELEVATION AT LEAST ONCE PER SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT GREATER CAROLINA SEDIMENTATION CONTROL COMMISSION, NCDEQ AND NORTH CAROLINA AGRICULTURAL THE EROSION AND SEDIMENT CONTROL (E&SC) PLAN FOR THIS PROJECT INVOLVES THE PLACEMENT OF A VARIETY OF MODEL(DEM) IN MITCHELL COUNTY, NORTH CAROLINA WAS CONVERTED INTO 5-FOOT CONTOURS tt SEAL E&SC MEASURES, AT STRATEGIC LOCATIONS THROUGHOUT THE PROJECT LENGTH. THESE LOCATIONS WERE USING ARCGIS SPATIAL ANALYST. 2023 TOPOGRAPHIC SURVEY CONTOURS DERIVED FROM SURVEY DATA THAN O� EQUAL TO 1.0-1N. IN 24 HOURS. EXTENSION SERVICE (NCAES). 0 320 ' DETERMINED FROM FIELD OBSERVATIONS.THESE DEVICES INCLUDE: PROVIDED BY MOUNTAINEER LAND SURVEYING. 3. DAMAGED OR INEFFECTIVE E&SC MEASURES SHALL BE REPAIRED OR REPLACED, AS NECESSARY, IMMEDIATELY. DISCLAIMER: 1 - SILT FENCE 9 - COFFER DAM 2. TAX PARCEL DATA OBTAINED FROM THE MITCHELL COUNTY, NORTH CAROLINA GEOGRAPHIC 4. SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE 1. S&ME HAS NOT VERIFIED THE LOCATIONS OF ANY UTILITIES DEPICTED ON THE PLAN DRAWINGS AND `io�FORfC M R�1`As�' INFORMATION SYSTEMS (GIS) DEPARTMENTS. 2 - REINFORCED SILT FENCE 10 - FILTER BAG SEEDING PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ARE ONLY APPROXIMATED. THE LOCATION OF THE PROPOSED LAND DISTURBANCE AREA IS 3 - PERIMETER CONTROL OVERLAP - SINGLE 11 - DOUBLE CULVERT CROSSING 3. HYDROLOGY DATA OBTAINED FROM THE NATIONAL HYDROGRAPHY DATASET(NHD). 5. SEEDED AREAS SHALL BE INSPECTED PERIODICALLY BY OWNER OR OWNER'S REPRESENTATIVE UNTIL APPROXIMATE AND BASED ON INFORMATION PROVIDED BY THE OWNER. THE CONTRACTOR SHALL 4 - COMPOST FILTER SOCK 12 - STREAM CROSSING - BY-PASS PUMP 4. FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100-YEAR FLOODPLAIN, FLOODWAY, AND BASE FINAL GROUND COVER HAS BEEN ESTABLISHED. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING BE RESPONSIBLE FOR FIELD VERIFYING THE LOCATION OF ALL UTILITIES IN THE WORK AREA PRIOR TO 5 - CONSTRUCTION ENTRANCE 13 - ENERGY DISSIPATER VEGETATION TO ITS ORIGINAL CONDITION, OR BETTER, FOR UP TO A YEAR. CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR SITE CONSTRUCTION SAFETY. 6 - TEMPORARY BRIDGE 14 - GRAVEL ROAD SECTION FLOOD ELEVATION (BFE) DATA OBTAINED FROM THE FEMA NATIONAL FLOOD HAZARD LAYER (NFHL) DATASET. 2. THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF THREE (3) WORKING DAYS BEFORE WORK IS 7 - EROSION CONTROL BLANKET - SLOPE 15 - CHAIN LINK FENCE ENGINEERED FILLJBACKFILL REQUIREMENTS PERFORMED. OR 8 - FLEXIBLE GROWTH MEDIA 5. AERIAL ORTHOIMAGERY OBTAINED FROM NC ONEMAP, DATED AUGUST 4, 2021. 1. CLARIFICATION: 3. BORROW OR WASTE MATERIAL REQUIRED OR GENERATED DURING GRADING OPERATIONS WILL ADDITIONAL E&SC MEASURES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR REQUIRE AN APPROVED EROSION SEDIMENT CONTROL PERMIT FOR THE BORROW OR WASTE OFFSITE SEDIMENTATION. ACTUAL LOCATIONS OF E&SC DEVICES MAY BE ADJUSTED BASED ON CONDITIONS IN THE SATISFACTORY SOILS USED AS ENGINEERED FILL/BACKFILL ARE TO BE WELL-GRADED AND COMPLY WITH MATERIAL SITE PRIOR TO INITIATION OF ANY LAND DISTURBING ACTIVITY. FIELD. ASTM D2487 USCS SOIL CLASSIFICATION GROUPS ML, CL, SC, SM, SW, OR SP-SM. ORGANIC CONTENT SHALL NOT EXCEED 2 PERCENT. Lu SURFACE STABILIZATION - MULCHING z, MULCHING WILL BE THE MEASURE USED FOR STABILIZATION. DURING CONSTRUCTION, MULCHING FOR STABILIZATION 2. COMPACTION: M SHALL OCCUR AS TREE REMOVAL PROGRESSES. i v u Q BENCH NEW BACKFILL INTO EXISTING EMBANKMENT SOILS AS SHOWN ON THE DRAWINGS. N IF UNFORESEEN CIRCUMSTANCES OCCUR WHERE MULCHING IS NOT ADEQUATE, REFER TO THE SEEDING PLACE BACKFILL IN LOOSE LAYERS NOT TO EXCEED 8 INCHES IN DEPTH FOR MATERIAL COMPACTED BY SPECIFICATIONS. HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 TO 6 INCHES IN LOOSE DEPTH FOR u u v N MATERIAL COMPACTED BY WALK BEHIND OR HAND-OPERATED EQUIPMENT. m FINAL STABILIZATION a o FINAL STABILIZATION TIMEFRAMES FOR MULCH OR SEEDING SHALL BE IN ACCORDANCE WITH SEEDING SPECIFICATIONS. BEFORE COMPACTION, MOISTURE CONDITION AND SCARIFY EACH LAYER PRIOR TO PLACEMENT OF ADDITIONAL FILL LIFTS. DO NOT PLACE BACKFILL ON SURFACES THAT ARE MUDDY, FROZEN, OR V CONSTRUCTION SEQUENCE CONTAIN FROST OR ICE. E CONSTRUCTION: COMPACT BACKFILL SOIL MATERIAL TO 95 PERCENT STANDARD PROCTOR MAXIMUM DRY DENSITY AND cm 1. ENSURE ALL APPLICABLE PERMITS HAVE BEEN OBTAINED. AT-3 TO + 3 PERCENT OF OPTIMUM MOISTURE CONTENT. 2 2. NOTIFY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) MINING PROGRAM PRIOR TO LAND DISTURBANCE: SHAWNA RIDDLE, 828-296-4617, SHAWNA.RIDDLE@NCDENR.GOV. C H IL E 3. HOLD PRE-CONSTRUCTION MEETING IF REQUESTED BY NCDEQ. f"'- 2 4. PRIOR TO ANY SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING, OR EXCAVATION), INSTALL EROSION z tA uj E w AND SEDIMENT CONTROL MEASURES. COMPOST FILTER SOCKS CAN BE INSTALLED AS A SILT FENCE ALTERNATIVE IF 2 � c o SITE CONSTRAINTS DICTATE. w 5. BEGIN CONSTRUCTION ACTIVITIES. ENSURE ALL DISTURBED AREAS DRAIN TOWARDS AN INSTALLED EROSION AND O cr � Y E SEDIMENT CONTROL DEVICE. v Lu cr z od 6. PLACE COMPACTED FILL TO MEET DESIGN GRADES WHERE NECESSARY. a 7) c Ln Fli 7. UPON COMPLETION OF CONSTRUCTION STABILIZE DISTURBED AREAS IN ACCORDANCE WITH THE SEEDING of "-' aj SPECIFICATIONS OR AS SHOWN ON THE DRAWINGS. rn m N 8. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY RAINFALL EXCEEDING 1.0-IN. o a Q WITHIN ANY 24-HOUR PERIOD TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY. ANY ACCUMULATED SEDIMENT C o SHALL BE REMOVED AND PLACED IN A DESIGNATED SPOIL DISPOSAL AREA. CONDUCT PERIODIC INSPECTIONS OF s ALL EROSION AND SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO cu ASSURE CONTINUED EFFECTIVE OPERATION OF EACH DEVICE. a a v E&SC AND CONSTRUCTION (STREAM/CULVERT INSTALLATION): 9. TEMPORARILY REMOVE E&SC MEASURES TO FACILITATE CULVERT INSTALLATION. 10. INSTALL COFFER DAMS ACCORDING TO PLANS AND DEWATER DITCH USING PUMPS AND FILTER BAGS IF NECESSARY.ANY DEWATERING SHALL BE DONE THROUGH FILTER BAGS. 11. CONTRACTOR SHALL ACCESS STREAM FOR PLACEMENT OF COFFER DAM BY FOOT WITHIN LIMITS OF DISTURBANCE Q SHOWN ON THE PLANS. z 0 12. SETUP PUMPS INTERIOR OF COFFER DAM, HOSES, FILTER BAGS, INTAKES, AND DIFFUSERS AS SHOWN ON THE DETAIL z J AND IN A LOCATION AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE . O dy O < p N Q 13. PREPARE AREA FOR COFFER DAM BY REMOVING ROCKS AND DEBRIS WITHIN STREAMBED IN ORDER TO PREPARE A v z D V LEVEL, DEPRESSED AREA FOR PLACEMENT OF COFFER DAMS. RESERVE ANY STREAMBED MATERIAL FOR " �_ a REPLACEMENT WHEN COFFER DAMS ARE REMOVED. Cn °� 2 w O 14. CONTINUE STACKING SANDBAGS AS TIGHTLY AS POSSIBLE AS SHOWN ON THE DETAIL UNTIL THE UPSTREAM a COFFER DAM IS IN PLACE AND SECURE. O Lu oC F- o 15. CONTRACTOR SHALL ENSURE TIGHT SEAL OF SANDBAG COFFER DAM DURING ALL PHASES OF INSTALLATION. Q z a C7 O rn 16. SAND BAGS SHOULD BE PLACED ALONG THE EDGES OF THE COFFER DAM TO KEEP WATER FROM CUTTING AROUND N w V o THE COFFER DAM. z a w 17. CONCURRENTLY, INSTALL THE DOWNSTREAM COFFER DAM IN THE SAME MANNER. 0 18. WITH TEMPORARY DEWATERING PIPING, PUMP, FILTER BAG, AND COMPOST FILTER SOCK IN PLACE, BEGIN PUMPING Q cu WATER FROM BETWEEN THE COFFER DAMS. KEEP PUMP SET UP IN PLACE DURING CONSTRUCTION TO CONTINUE PUMPING IF NECESSARY.ADDITIONAL PUMP EQUIPMENT, FILTER BAGS,AND COMPOST FILTER SOCKS SHOULD BE c ON-HAND IN THE EVENT OF STORM EVENTS. Lu 19. CONTRACTOR SHALL MONITOR WEATHER AND WORK IN DRY CONDITIONS TO THE BEST EXTENT POSSIBLE. a CONTRACTOR IS RESPONSIBLE FOR STABILIZING THE CONSTRUCTION SITE TO THE BEST EXTENT PRACTICAL DURING A STORM EVENT. a 20. EXCAVATE FOR THE CULVERT STRUCTURE. STRIP SUBSTRATE AND STOCKPILE. EXCAVATE SUBGRADE SOIL AND PROJECT NUMBER o STOCKPILE. UNDERCUT AND REPLACE EXISTING SOFT FILL OR RESIDUAL SOILS BENEATH CULVERT AREA WITH 213314 COMPACTED STRUCTURAL FILL MATERIALS AS REQUIRED BY PIPE SPECIFICATIONS. DRAWING NUMBER 21. THE CULVERT STRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 22. CULVERT BACKFILLING SHALL BE PERFORMED IN ACCORDANCE WITH THE ENGINEERED FILL/BACKFILL 6 13 REQUIREMENTS. GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR SELF-INSPECTION, RECORDKEEPING AND REPORTING FOR Ammar COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMITMINNOW IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE NCG01 SECTION F: MATERIALS HANDLING NCG01 - PART II, SECTION G: OPERATIONS AND MAINTENANCE NCG01 - PART III, SELF-INSPECTION, RECORDKEEPING AND REPORTING CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT(SECTIONS E AND F, 0,ME RESPECTIVELY). THE PERMITTEE SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN POLYACRYLAMIDES (PAMS) AND FLOCCULANTS: ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT: SECTION B: RECORDKEEPING: APPROVED BY THE DELEGATED AUTHORITY HAVING JURISDICTION.ALL DETAILS AND SPECIFICATIONS 1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING SEDIMENT BASINS AND TRAPS THAT RECEIVE RUNOFF FROM DRAINAGE AREAS OF ONE ACRE OR MORE SHALL 1. E&SC PLAN DOCUMENTATION SHOWN ON THIS SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED CONSTRUCTION, SELECTING FROM THE NC DWR LIST OFAPPROVED PAMS/FLOCCULANTS. USE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN THESE DEVICES NEED TO BE THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE.THE AUTHORITY HAVING JURISDICTION. 2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROL MEASURES. DRAWN DOWN FOR MAINTENANCE OR CLOSE OUT UNLESS THIS IS INFEASIBLE.THE CIRCUMSTANCES IN WHICH APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER THIS 3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OFAPPROVED IT IS NOT FEASIBLE TO WITHDRAW WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE,TIMES WITH PERMIT.THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE AND 2016 AYRSLEY TOWN BLVD. NCG01 - PART II, SECTION E: GROUND STABILIZATION PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. EXTENDED COLD WEATHER). NON-SURFACE WITHDRAWALS FROM SEDIMENT BASINS SHALL BE ALLOWED AVAILABLE FOR INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS. SUITE 2-A 4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE DISCHARGING ONLY WHEN ALL OF THE FOLLOWING CRITERIA HAVE BEEN MET: ITEM TO DOCUMENT DOCUMENTATION REQUIREMENTS CHARLOTTE,NC 28273 GROUND STABILIZATION TIMELINES: OFFSITE. (704)523-4726 GROUND STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND DISTURBING ACTIVITIES 5. STORE FLOCCULANTS IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER STORM-RESISTANT A. THE E&SC PLAN AUTHORITY HAS BEEN PROVIDED WITH DOCUMENTATION OF THE NON-SURFACE (A) EACH E&SC MEASURE HAS BEEN INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE ENGINEERING FIRM HAVE CEASED WITHIN THE TIMEFRAMES LISTED ON THE TABLE BELOW. IT IS RECOMMENDED TO STABILIZE COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES. WITHDRAWAL AND THE SPECIFIC TIME PERIODS OR CONDITIONS IN WHICH IT WILL OCCUR.THE INSTALLED AND DOES NOT APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN LICENSE NUMBER:F-0176 THE GROUND MORE QUICKLY IF PRACTICABLE. EXTENSIONS OF TIME MAY BE APPROVED BY THE E&SC PLAN NON-SURFACE WITHDRAWAL SHALL NOT COMMENCE UNTIL THE E&SC PLAN AUTHORITY HAS APPROVED SIGNIFICANTLY DEVIATE FROM THE INSPECTION REPORT THAT LISTS EACH E&SC MEASURE AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE THESE ITEMS, LOCATIONS, DIMENSIONS AND RELATIVE SHOWN ON THE APPROVED E&SC PLAN. THIS EQUIPMENT AND VEHICLE MAINTENANCE: IMPRACTICABLE. PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION AND NOT EXPECTED TO DISCHARGE B. THE NON-SURFACE WITHDRAWAL HAS BEEN REPORTED AS AN ANTICIPATED BYPASS IN ACCORDANCE ELEVATIONS SHOWN ON THE APPROVED DOCUMENTATION IS REQUIRED UPON THE INITIAL DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF 1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS. WITH PART III, SECTION C, ITEM (2)(C)AND (D) OF THIS PERMIT, E&SC PLAN. INSTALLATION OF THE E&SC MEASURES OR IF THE E&SC IDENTIFIED ON THE E&SC PLAN AND APPROVED BY THE E&SC PLAN AUTHORITY. 2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT. C. DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION. 3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING EQUIPMENT FROM THE FROM STORMWATER THAT IS REMOVED FROM THE SEDIMENT BASIN. EXAMPLES OF APPROPRIATE (B) A PHASE OF GRADING HAS BEEN INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR REQUIRED GROUND STABILIZATION TIMEFRAMES PROJECT. CONTROLS INCLUDE PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, COMPLETED. COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO STABILIZE WITHIN THIS 4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS AND FILTRATION SYSTEMS, INDICATE COMPLETION OF THE CONSTRUCTION PHASE. HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE). D. VEGETATED, UPLAND AREAS OF THE SITES OR A PROPERLY DESIGNED STONE PAD IS USED TO THE SITE AREA MANY CALENDAR DAYS TIMEFRAME VARIATIONS 5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE PROBLEM EXTENT FEASIBLE AT THE OUTLET OF THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) INSTALLED IN COVEROUND LOCATED WITH AND INITIAL AND TSIGNTE A COPY O F E APPROVED E&SC N OR TH THE COMPLETE, DATE AND ANINS INSPECTION REPORT TO DESCRIPTION AFTER CEASING LAND HAS BEEN CORRECTED. ABOVE, APPROVED E&SC PLAN. INDICATE COMPLIANCE WITH APPROVED GROUND COVER DISTURBANCE E. VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS,AND RIPRAP ARE PROVIDED 6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER PETROLEUM PRODUCTS SPECIFICATIONS. (A) PERIMETER DIKES, SWALES, TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES THESE MATERIALS. AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND (D) THE MAINTENANCE AND REPAIR COMPLETE, DATE AND SIGN AN INSPECTION REPORT. DITCHES, AND PERIMETER 7 NONE F. SEDIMENT REMOVED FROM THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE IS REQUIREMENTS FOR ALL E&SC MEASURES THE QUARTZ CORP USA SLOPES LITTER, BUILDING MATERIAL, AND LAND CLEARING WASTE: DISPOSED OF IN A MANNER THAT DOES NOT CAUSE DEPOSITION OF SEDIMENT INTO WATERS OF THE HAVE BEEN PERFORMED. 797 ALTAPASS ROAD (B) HIGH QUALITY WATER 1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE CONTAINERS. UNITED STATES. SPRUCE PINE,NC 28777 (HQW) ZONES 7 NONE (E) CORRECTIVE ACTIONS HAVE BEEN INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR (828)765-8979 2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G DUMPSTER,TRASH TAKEN TO E&SC MEASURES. COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO (C) SLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS IN RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND DOMESTIC WASTES. NCG01 - PART III, SELF-INSPECTION, RECORDKEEPING AND REPORTING INDICATE THE COMPLETION OF THE CORRECTIVE ACTION. 7 LENGTH AND ARE NOT STEEPER 3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE e��,iltt WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. SECTION A: SELF-INSPECTION: 2. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE �N�°�� 0A q THAN 2:1, 14 DAYS ARE ALLOWED IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE �`Q .• �E$$1 (D) SLOPES 3:1 TO 4:1 - 7 DAYS FOR SLOPES GREATER 4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF RUNOFF SELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY TO A STORM DRAIN, STREAM OR WETLAND. BELOW.WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE QF THAN 50' IN LENGTH AND WITH PERSONNEL B€ IN JEOPARDY,THE INSPECTION MAY B€ DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH DIVISION PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE SLOPES STEEPER THAN 4:1 5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM EVENTS OR IT IS SAFE TO PERFORM THE INSPECTION. W ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THIS REQUIREMENT NOT PRACTICAL: 03 t' - 7 DAYS FOR PERIMETER DIKES, PROVIDE SECONDARY CONTAINMENT. REPAIR OR REPLACE DAMAGED WASTE CONTAINERS. 14 SWALES, DITCHES, PERIMETER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS THE SELF-INSPECTION SHALL BE PERFORMED ti•F \ @-e e 6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH WINDS. '�i •'act\UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANYTIME WHEN INSPECTIONS WERE DELAYED (a) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE,AFTER IT IS RECEIVED. �` • . . . 'tiA�"®\� SLOPES AND HQW ZONES 7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP IMMEDIATELY IF SHALL BE NOTED IN THE INSPECTION RECORD. i"171, )e H. - 10 DAYS FOR FALLS LAKE CONTAINERS OVERFLOW. WATERSHED 8. DISPOSE WASTE OFF-SITE AT AN APPROVED DISPOSAL FACILITY. FREQUENCY (b) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE PERMITTEE (E) AREAS WITH SLOPES - 7 DAYS FOR PERIMETER DIKES, 9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE CONTAINERS. INSPECT (DURING NORMAL INSPECTION RECORDS MUST INCLUDE: SHALL RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL THE REQUIRED ELEMENTS. FLATTER THAN 4:1 SWALES, DITCHES, PERIMETER BUSINESS HOURS) USE OF ELECTRONICALLY-AVAILABLE RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE 14 SLOPES AND HQW ZONES PAINT AND OTHER LIQUID WASTE: (1) RAIN GAUGE DAILY DAILY RAINFALL AMOUNTS. IF NO DAILY RAIN GAUGE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD-COPY RECORDS. - 10 DAYS FOR FALLS LAKE 1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR WETLANDS. MAINTAINED IN OBSERVATIONS ARE MADE DURING WEEKEND OR WATERSHED UNLESS THERE IS ZERO SLOPE 2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE GOOD WORKING HOLIDAY PERIODS, AND NO INDIVIDUAL-DAY 3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. ORDER RAINFALL INFORMATION IS AVAILABLE, RECORD THE ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED FOR 3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA. CUMULATIVE RAIN MEASUREMENT FOR THOSE A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 cn NOTE:AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH TEMPORARY 4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF SITE. UN-ATTENDED DAYS (AND THIS WILL DETERMINE IF A CFR 122.41] SITE INSPECTION IS NEEDED). DAYS ON WHICH NO GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT GROUND STABILIZATION AS SOON AS 5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES FROM RAINFALL OCCURRED SHALL BE RECORDED AS "ZERO." PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER THE LAST LAND DISTURBING CONSTRUCTION SITES. T z, ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE HE PERMITTEE MAY USE ANOTHER NCG01 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING rn rn SURFACE STABLE AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS RAIN-MONITORING DEVICE APPROVED BY THE ACHIEVED. PORTABLE TOILETS: DIVISION. SECTION C: REPORTING 1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM DRAINS, (2) E&SC AT LEAST ONCE PER 7 1. IDENTIFICATION OF THE MEASURES INSPECTED, 1. OCCURRENCES THAT MUST BE REPORTED i� v 4 STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVE REASONABLY AVAILABLE. IF 50 FOOT MEASURES CALENDAR DAYS AND 2. DATE AND TIME OF THE INSPECTION, GROUND STABILIZATION SPECIFICATION: OFFSET IS NOT ATTAINABLE, PROVIDE RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR WITHIN 24 HOURS OF A 3. NAME OF THE PERSON PERFORMING THE PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES: N STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE OF THE PLACE ON A GRAVEL PAD AND SURROUND WITH SAND BAGS. RAIN EVENT > 1.0 INCH IN INSPECTION, V V V L TECHNIQUES IN THE TABLE BELOW: 2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH WINDS OR IN 24 HOURS 4. INDICATION OF WHETHER THE MEASURES WERE (a. VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND. L m TEMPORARY STABILIZATION PERMANENT STABILIZATION HIGH FOOT TRAFFIC AREAS. OPERATING PROPERLY, Q 3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED MATERIAL. 5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE (b. OIL SPILLS IF: • TEMPORARY GRASS SEED COVERED WITH STRAW • PERMANENT GRASS SEED COVERED WITH STRAW MEASURE,a UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE LEAKING PORTABLE TOILETS AND REPLACE • THEY ARE 25 GALLONS OR MORE, OR OTHER MULCHES AND TACKIFIERS OR OTHER MULCHES AND TACKIFIERS 6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE �, E WITH PROPERLY OPERATING UNIT. j • THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS, • NFOR E E FABRICS SUCH AS PERMANENT SOIL ACTIONS TAKEN. • THEY CAUSE SHEEN ON SURFACE WATERS (REGARDLESS OF VOLUME), OR • HYDROSEEDING REINFORCEMENT MATTING • HYDROSEEDING EARTHEN STOCKPILE MANAGEMENT: (3) STORMWATER AT LEAST ONCE PER 7 1. IDENTIFICATION OF THE DISCHARGE OUTFALLS • THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME). DISCHARGE CALENDAR DAYS AND INSPECTED, .o • ROLLED EROSION CONTROL PRODUCTS WITH OR � - SHRUBS OR OTHER PERMANENT PLANTING 1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN-MATERIAL STOCKPILE AREAS AT LEAST 50 OUTFACES (SDC'S) WITHIN 24 HOURS OF A 2. DATE AND TIME OF THE INSPECTION, _m WITHOUT TEMPORARY GRASS SEED COVERED WITH MULCH FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS, PERIMETER SEDIMENT CONTROLS AND 0 • UNIFORM AND EVENLY DISTRIBUTED GROUND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. RAIN EVENT > 1.0 INCH IN 3. NAME OF THE PERSON PERFORMING THE (c. RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION Z 0 24 HOURS INSPECTION, 311 OF THE CLEAN WATER ACT(REF:40 CFR 110.3 AND 40 CFR 117.3) OR SECTION 102 OF CERCLA O E • APPROPRIATELY APPLIED STRAW OR OTHER COVER SUFFICIENT TO RESTRAIN EROSION 2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM OFFSET OF H cmMULCH • STRUCTURAL METHODS SUCH AS CONCRETE, FIVE FEET FROM THE TOE OF STOCKPILE. 4. EVIDENCE OF INDICATORS OF STORMWATER {REF:40 CFR 302.4} OR G.S. 143-215.85. Ln a, POLLUTION SUCH AS OIL SHEEN, FLOATING OR z u ASPHALT OR RETAINING WALLS 3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE. SUSPENDED SOLIDS OR DISCOLORATION, '�'�' in• PLASTIC SHEETING • ROLLED EROSION CONTROL PRODUCTS WITH (d. ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES. � G 0 4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN ACCORDANCE 5. INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE,GRASS SEED WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS. SOIL STABILIZATION IS DEFINED 6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED ACTIONS TAKEN. (e. NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR o ui EROSION ON DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL NEEDS. THE ENVIRONMENT. iz (4) PERIMETER OF AT LEAST ONCE PER 7 IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE w p SITE CALENDAR DAYS AND LIMITS, THEN A RECORD OF THE FOLLOWING SHALL BE z HERBICIDES, PESTICIDES, AND RODENTICIDES: 2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS o WITHIN 24 HOURS OF A MADE: a w cu 1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL RAIN EVENT > 1.0 INCH IN 1. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL w N-7 RESTRICTIONS. 24 HOURS SEDIMENT THAT HAS LEFT THE SITE LIMITS, CONTACT THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE TIMEFRAMES AND IN -N N 2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH THE LABEL, 2. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL rn N m WHICH LISTS DIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN CASE OF ACCIDENTAL ACTIONS TAKEN,AND BUSINESS HOURS MAY ALSO BE REPORTED TO THE DEPARTMENT'S ENVIRONMENTAL EMERGENCY No Q W 0 POISONING. 3. AN EXPLANATION AS TO THE ACTIONS TAKEN TO CENTER PERSONNEL AT (800) 858-0368. o N a 3. DO NOT STOKE HERBICIDES, PESTICIDES RODENTICIDES IN AREAS WHERE FLOODING IS POSSIBLE CONTROL FUTURE RELEASES. REPC3RTING TIMEFRAMES (AFTER DISCOVERY) o OR WHERE THEY MAY SPILL OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND WATER OR (5) STREAMS OR AT LEAST ONCE PER 7 IF THE STREAM OR WETLAND HAS INCREASED VISIBLE OCCURRENCE AND OTHER REQUIREMENTS Q SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA IMMEDIATELY. WETLANDS ONSITE CALENDAR DAYS AND SEDIMENTATION OR A STREAM HAS VISIBLE a Z u 4. DO NOT STOCKPILE THESE MATERIALS ONSITE. OR OFFSITE WITHIN 24 HOURS OF A INCREASED TURBIDITY FROM THE CONSTRUCTION (A)VISIBLE SEDIMENT DEPOSITION IN A • WITHIN24 HOURS,AN ORAL OR ELECTRONIC NOTIFICATION. .0 INCH IN ACTIVITY, THEN A RECORD OF THE FOLLOWING SHALL STREAM OR WETLAND • WITHIN 7CALENDAR DAYS,A REPORT THAT CONTAINS A DESCRIPTION (WHERE RAIN EVENT > 1 a OF THE SEDIMENT AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE HAZARDOUS AND TOXIC WASTE: ACCESSIBLE) 24 HOURS BE MADE: 1. DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE DEPOSITION. DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A Z, 1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON-SITE. WRITTEN REPORT ON A CASE-BY-CASE BASIS. 2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY CONTAINMENT. ACTIONS TAKEN, AND • IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR 2. RECORDS OF THE REQUIRED REPORTS TO THE SEDIMENT-RELATED CAUSES,THE PERMITTEE MAY BE REQUIRED TO 41 3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE APPROPRIATE DIVISION REGIONAL OFFICE PER PART III, E- GROUND. Q PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLY MORE o SECTION C, ITEM (2)(A) OF THIS PERMIT. STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL �p z (6) GROUND AFTER EACH PHASE OF 1.THE PHASE OF GRADING (INSTALLATION OF REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE z � 3 CONCRETE WASHOUTS: STABILIZATION GRADING PERIMETER E&SC MEASURES CLEARING AND FEDERAL OR STATE IMPAIRED-WATERS CONDITIONS O p � 1. WHEN APPLICABLE, CONCRETE WASHOUT DETAIL WITH NOTES INCLUDED ON DETAIL DRAWING. MEASURES GRUBBING, INSTALLATION OF STORM DRAINAGE (B)OIL SPILLS AND RELEASE OF WITHIN24 HOURS,AN ORAL OR ELECTRONIC NOTIFICATION.THE Q Q Q M FACILITIES, COMPLETION OF ALL LAND-DISTURBING HAZARDOUS SUBSTANCES PER ITEM NOTIFICATION SHALL INCLUDE INFORMATION ABOUT THE DATE,TIME, U z U N ACTIVITY, CONSTRUCTION OR REDEVELOPMENT, 1(B)-(C)ABOVE NATURE,VOLUME AND LOCATION OF THE SPILL OR RELEASE. �- PERMANENT GROUND COVER). (C)ANTICIPATED BYPASSES[40 CFR A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS,IF e-I O O O 2. DOCUMENTATION THAT THE REQUIRED GROUND 122.41(M)(3)] POSSIBLE.THE REPORT SHALL INCLUDE AN EVALUATION OF THE CD w U Z 2 STABILIZATION MEASURES HAVE BEEN PROVIDED ANTICIPATED QUALITY AND EFFECT OF THE BYPASS. N o WITHIN THE REQUIRED TIMEFRAME OR AN ASSURANCE u Lu cr- m (D) UNANTICIPATED BYPASSES [40 CFR • WITHIN24 HOURS,AN ORAL OR ELECTRONIC NOTIFICATION. THAT THEY WILL BE PROVIDED AS SOON AS POSSIBLE. 122.41(M)(3)] • WITHIN 7 CALENDAR DAYS,A REPORT THAT INCLUDES AN EVALUATION w Z � D OF THE QUALITY AND EFFECT OF THE BYPASS. a 2 0 O NOTE:THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION REQUIREMENT. U0 w U (E) NONCOMPLIANCE WITH THE • WITHIN24 HOURS,AN ORAL OR ELECTRONIC NOTIFICATION. Z N 2 -� J CONDITIONS OF THIS PERMITTHAT MAY • WITHIN 7CALENDAR DAYS,A REPORT THAT CONTAINS A DESCRIPTION z a ~ w 0 ENDANGER HEALTH OR THE OF THE NONCOMPLIANCE,AND ITS CAUSES;THE PERIOD OF Q = ENVIRONMENT[40 CFR 122.41(L)(7)] NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES,AND IF THE Q H REFERENCE: REFERENCE: NONCOMPLIANCE HAS NOT BEEN CORRECTED,THE ANTICIPATED TIME c NONCOMPLIANCE IS EXPECTED TO CONTINUE; AND STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE,AND PREVENT REOCCURRENCE OF THE W NCDEQ GROUND STABILIZATION AND MATERIALS HANDLING SAMPLE SHEET NCDEQ INSPECTION, RECORDKEEPING AND REPORTING SAMPLE SHEET (NCG01-SELF- NONCOMPLIANCE. [40 CFR 122.41(L)(6). (NCG01_DETAIL_3-29_19.DWG), EFFECTIVE 4/1/2019, REVISED 3/29/19. . INSPECTION-SHEET-REVISED-5-17-19.DWG), EFFECTIVE 4/1/2019, REVISED 5/17/19. DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS. z_ p PROJECT NUMBER 213314 DRAWING NUMBER 7 13 SEEDING SPECIFICATIONS DEFINITION: USE CERTIFIED SEED FOR PERMANENT SEEDING. TEMPORARY MOUNTAINS UPLAND PERMANENT MOUNTAINS UPLAND tt CONTROLLING RUNOFF AND EROSION ON DISTURBED UPLAND AREAS BY ESTABLISHING PERENNIAL STABILIZATION SPECIFICATIONS SEEDING SPECIFICATIONS VEGETATIVE COVER WITH SEED. LABELING OF NON-CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION FEBRUARY 15 TO MAY 15 (ELEV.ABOVE 2500 FEET) SEEDING DATES-AUGUST 1 TO JUNE 1* ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS SEEDING DATES PURPOSE FOR CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED. FEBRUARY 1 TO MAY 1 (ELEV.BELOW 2500 FEET) SEEDING MIXTURE&AMENDMENTS APPLICATION RATE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY (LBS/ACRE) INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF LEGUME. SEEDING MIXTURE&AMENDMENTS APPLICATION RATE 2016 AYRSLEY TOWN BLVD. STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS (LBS/ACRE) KENTUCKY BLUEGRASS SUITE 2-A SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. (POA PRATENSIS) 20 CHARLOTTE,-A 28273 APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP-TYPE SPREADER, DRILL, CULTIPACKER SEEDER, OR RYE GRAIN 120 CHARLOTTE, 52,NC HYDRO SEEDER ON A FIRM, FRIABLE SEEDBED. (SECALE CEREALE) COMMON NAME HARD FESCUE SEEDBED REQUIREMENTS COMMON NAME (FESTUCA BREVIPILA) 75 ENGINEERING FIRM 726 ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE TO {SPECIES) KOBE LESPEDEZA (SPECIES) (FESTUCA LONGIFOLIA) LICENSE NUMBER:F-oi76 EXCESSIVE SOIL COMPACTION, INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED OVERLAND WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP, (KUMMEROWIA STRATA V. 50 FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS. GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. EQUIPMENT SHOULD BE CALIBRATED IN THE FIELD FOR KOBE) RYE GRAIN 25 THE DESIRED SEEDING RATE. (SECALE CEREALE} TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQUIREMENTS AS SOIL AMENDMENTS 10-10-10 FERTILIZER 750 A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA: WHEN USING BROADCAST-SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND AMENDMENTS 10-20-20 FERTILIZER(REFER TO SEEDBED SOIL AME DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY ONE-HALF THE SEED WHILE MOVING 500 (REFER E SEEDBED • ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE PREPARATION NOTES) PREPARATION NOTES} LIMESTONE 2,000 SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST.05 INCHES WATER TO 1 INCH OF SOIL). SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS. LIMESTONE 4,000 • SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION. MULCH R TO SEEDING GRAIN STRAW 4,000 MULCH IMMEDIATELY AFTER SEEDING. (REFE • SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR MULCH ALL PLANTINGS TO SEEDING GRAIN STRAW 4,000 IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON SLOPES NOTES) (REFERSTEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE. HYDRO SEEDING NOTES)SEEDING DATES-MAY 15 TO AUGUST 15• A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5. SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDRO SEEDING,AS A ROUGHENED SLOPE SEEDING DATES - MAY 1 TO SEPTEMBER 1* • FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED.THE SURFACE SHOULD NOT BE SEEDING MIXTURE &AMENDMENTS APPLICATION RATE CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE HYDRO SEEDED. COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDRO SEEDING (LBS/ACRE) SEEDING MIXTURE&AMENDMENTS APPLICATION RATE THE QUARTZ CORP USA OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE. COMMON NAME GERMAN MILLET (LBS/ACRE) 797 ALTAPASS ROAD IF ANY OF THESE CRITERIA ARE NOT MET - I.E., IF EXISTING SOIL IS TOO COARSE DENSE, SHALLOW OR ACIDIC (SPECIES) (SETARIA ITALICA) 40 KENTUCKY BLUEGRASS SPRUCE PINE,NC 28777 2 TO FOSTER VEGETATION - SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL CONDITIONERS DESCRIBED RATE OF WOOD FIBER (CELLULOSE)APPLICATION SHOULD BE LEAST 4,000 LB/ACRE. (POA PRATENSIS) 0 (828)765-8979 BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED. SOIL AMENDMENTS 10-10-10 FERTILIZER 750 HARD FESCUE APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A (REFER TO SEEDBED (FESTUCA BREVIPILA) 75 HYDRO SEEDER SLURRY. COMMON NAME �0111111ftt// SEEDBED PREPARATION PREPARATION NOTES} SPECIES (FESTUCA LONGIFOLIA) >>q\ H GAR j��i INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, LIMESTONE 2,000 (SPECIES) �Q'\• , • • (3C� AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. IF A MACHINERY BREAKDOWN OF 1/2 TO 2 HOURS OCCURS,ADD 50% MORE SEED TO THE TANK, BASED ON MULCH GERMAN OR BROWNTOP . ��tiffl THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND MILLET NOTES) 10 '4 SEAL . = LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. DIRECTIONS, SAMPLE CARTONS, AND 2 HOURS,A FULL RATE OF NEW SEED MAY BE NECESSARY. (REFER TO SEEDING GRAIN STRAW 4,000 (SETARIA ITALICA OR AL UROCHLOA RAMOSA) '' �� INFORMATION SHEETS ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES. TESTING IS J ALSO DONE BY COMMERCIAL LABORATORIES. LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN SEEDING DATES-AUGUST 15 TO DECEMBER 15 ti -;�( - ONTO STEEP SLOPES IN DRY FORM. 501E AMENDMENTS APPLICATION RATE 10-20-20 FERTILIZER 500 ��i�+� " ° �►��`� WHEN SOIL TESTS RESULTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING SEEDING MIXTURE &AMENDMENTS ! RAC H.R R, (LBS/ACRE) (REFER TO SEEDBED SPECIFICATIONS TABLES. MAINTENANCE PREPARATION NOTES) GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COMMON NAME RYE GRAIN LIMESTONE 4,000 120 ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE (SPECIES) (SECALE CEREALE) APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR COVER HAS BEEN MAINTAINED FOR _ OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN USING A HYDRO SEEDER, APPLY AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. MULCH LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE. SOIL AMENDMENTS (REFER TO SEEDING GRAIN STRAW 4,00010-10-10 FERTILIZER 1,000 NOTES) RESEEDING--IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND (REFER TO SEEDBED ROUGHEN SURFACES PRIOR TO SEEDING. QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER- PREPARATION NOTES} *ONLY ONE SEED MIXTURE SHALL BE SELECTED DURING PERIODS OF OVERLAPPING SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT LIMESTONE 2,000 DATES. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM APPROPRIATE FOR PERMANENT SEEDING. MULCH REFERENCES:. SURFACE (SLOPES LESS THAN 3:1). FILL W OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST (REFER TO SEEDING GRAIN STRAW 4,000 NCDOT STANDARD SEEDING PE SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS NOTES) SPECIFICATIONS (LAST REVISED APRIL 2019). EROSION RESPONSIBLE. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.11 (LAST V SEEDING REVISED MAY 2013), NCDEQ. SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE CONSIDERED TO BE "BEST" OR FERTILIZATION--ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES rn "POSSIBLE RE-FERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE SEEDINGS PROPERLY CARRIED OUT WITHIN THE DATE RANGES GIVEN HAVE A HIGH PROBABILITY � � � v v OF SUCCESS. IT IS ALSO POSSIBLE TO HAVE SATISFACTORY ESTABLISHMENT WHEN SEEDING OUTSIDE THESE FERTILIZATION, USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING a CL E DATES. HOWEVER, AS YOU DEVIATE FROM THEM, THE PROBABILITY OF FAILURE INCREASES RAPIDLY. SEEDING MIXTURE. ON THE LAST DATE SHOWN MAY REDUCE CHANCES OF SUCCESS BY 30-50%. ALWAYS TAKE THIS INTO = 1: _ ACCOUNT IN SCHEDULING LAND-DISTURBING ACTIVITIES. SEEDING SPECIFICATIONS SEE TABLES FOR UPLAND AREAS TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS. u u u 0 LU L a a E 0 c 0 0 z o � a cc o z u w ui y c O w w o N o z o o w N tA N �/ (A 6 Q M M Q Q C) W O co Q c f' Q O ai V rL qaZ Y 1�+ .N _v Q 0 U Z z e— i M ° ° f~ N a o U Z V V a 0 w 0 Q O a ~ 2 V z o'Ln V m w o c.e _Z a Z a 0 0 V Z � _ a � _j A Z a _ W u uj a C7 _z a 0 PROJECT NUMBER 213314 DRAWING NUMBER 8 13 6-FT. MAXIMUM 8-FT. MAXIMUM 5-FT. STEEL POST SAFETY CAP 5-FT. STEEL POST SAFETY CAP SAFETY CAP SAFETY CAP Affmw 5-FT. STEEL POST 5-FT.STEEL POST 14 GAUGE WIRE MESH FILTER FABRIC PLASTIC OR WIRE TIE PLASTIC OR WIRE TIE TABLE: EXTRA STRENGTH FILTER FABRIC PLASTIC OR TABLE: STANDARD STRENGTH (REFER TO TABLE) WOVEN FILTER FABRIC (REFER TO TABLE) WIRE TIE PLASTIC OR WIRE TIE WOVEN FILTER FABRIC ___ __________ ____ ___ _______ FILTER FABRIC PROPERTY TEST VALUE _ - - _ -- _ PROPERTY TEST VALUE FILTER FABRIC _ (REFER TO TABLE) 36-IN. ASTM = _ = (REFER TO TABLE) 36-IN. ASTM GRAB TENSILE STRENGTH 125-LBS.MARV GRAB TENSILE STRENGTH 90-LBS.MARV 24-IN. D4632 - _ = COMPACTED 24-IN. 2016 AYRSLEY TOWN BLVD. COMPACTED D4632 COMPACTED BACKFILL MIN. ASTM - - COMPACTED BACKFILL MIN• ASTM SUITE 2-A GRAB TENSILE ELONGATION 100-LBS. MARV - - - - GRAB TENSILE ELONGATION 90-LBS. MARV --- - -------------------- -- -- FLOW_ FLOW D4632 ASTM 0.05 (SEC-1) (704)523 4726 BACKFILL D4632 - _ -= BACKFILL CHARLOTTE, 28273 ___ ___ ____________________________ __ ASTM 0.05 (SEC-1} - __- _____________________ r PERMITTIVITY D4491 MARV _ __ ENGINEERINGFIRM F-------------------------=®�a �m 8=IN. . it - 8-IN. - - - - - PERMITTIVITY L N E MSER:F- 17 D4491 MARV ASTM -_ -- - - -APPARENT OPENING SIZE US SIEVE#30 - ICE S NU 0 6 " r 24-1N. D4751 - _ - - - - - - 24=1N. APPARENT OPENING SIZE US SIEVE#30 BURY FILTER FABRIC _ BURY FILTER FABRIC ASTM MIN. ULTRAVIOLET STABILITY AT ASTM 70%TYPICAL � � - � I MIN. ULTRAVIOLET STABILITY AT ASTM &WIRE MESH 4-IN. 70%TYPICAL 4-IN. 500 HR OF EXPOSURE D4355 W' 14 GAUGE WIRE MESH I I 500 HR OF EXPOSURE D4355 U u= u l.1 BURY FILTER FABRIC BURY FILTER FABRIC &WIRE MESH PROFILE VIEW SECTION VIEW PROFILE VIEW SECTION VIEW GENERAL NOTES POST REQUIREMENTS FABRIC REQUIREMENTS INSPECTION& MAINTENANCE INSPECTION& MAINTENANCE Q Q GENERAL NOTES POST REQUIREMENTS FABRIC & WIRE MESH REQUIREMENTS 1. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS 1. SILT FENCE POSTS MUST BE 5-FT. LONG STEEL POSTS 1. SILT FENCE MUST BE COMPOSED OF WOVEN 1. THE KEY TO FUNCTIONAL SILT FENCE IS INSPECTIONS, 1. CONSTRUCT THE FILTER FABRIC FROM A 1, THE KEY TO FUNCTIONAL SILT FENCE IS INSPECTIONS, ROLL CUT TO THE LENGTH OF THE SILT FENCE TO AVOID 1. SILT FENCE POSTS MUST BE 5-FT. LONG STEEL POSTS 1. SILT FENCE MUST BE COMPOSED OF WOVEN JOINTS. THAT MEET,AT A MINIMUM,THE FOLLOWING PHYSICAL GEOTEXTILE FILTER FABRIC THAT CONSISTS OF THE ROUTINE MAINTENANCE,AND REGULAR SEDIMENT CONTINUOUS ROLL CUT TO THE LENGTH OF THE SILT ROUTINE MAINTENANCE,AND REGULAR SEDIMENT !%S74,0 CHARACTERISTICS. FOLLOWING REQUIREMENTS: REMOVAL. FENCE TO AVOID JOINTS. THAT MEET,AT A MINIMUM,THE FOLLOWING GEOTEXTILE FILTER FABRIC THAT CONSISTS OF THE REMOVAL. PHYSICAL CHARACTERISTICS. FOLLOWING REQUIREMENTS: 2. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE o 2. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND 2. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN 2. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND FILTER FABRIC ONLY AT A SUPPORT POST WITH 4 FEET 1.1. WEIGH 1.25 POUNDS PER FOOT 1.1. USE A SYNTHETIC FILTER FABRIC LY AT LEAST 95/o BY 1.1. WEIGH 1.25 POUNDS PER FOOT 1.1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFINS OR POLYESTER,WHICH IS WITHIN 24 HOURS Of A RAIN EVENT GREATER THAN OR THE FILTER FABRIC ONLY AT A SUPPORT POST WITH 4 WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN OR MINIMUM OVERLAP TO THE NEXT POST. 1.2. 1-3/8-IN.WIDE MEASURED PARALLEL TO THE FENCE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS EQUAL TO 1.0-IN. IN 24 HOURS. FEET MINIMUM OVERLAP TO THE NEXT POST. 1.2. 1-3/8-IN.WIDE MEASURED PARALLEL TO THE WEIGHT OF POLYOLEFINS OR POLYESTER,WHICH IS EQUAL TO 1.0-IN. IN 24 HOURS. THE QUARTZ CORP USA 3. ATTACH FILTER FABRIC TO THE STEEL POSTS USING 2. POSTS SHALL BE EQUIPPED WITH PROJECTIONS TO AID CONFORMING TO THE REQUIREMENTS IN ASTM D 3. ATTENTION TO SEDIMENT ACCUMULATIONS ALONG 3. ATTACH FILTER FABRIC TO THE STEEL POSTS USING FENCE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS 3. ATTENTION TO SEDIMENT ACCUMULATIONS ALONG 797 ALTAPASS ROAD CONFORMING TO THE REQUIREMENTS IN ASTM D THE SILT FENCE IS EXTREMELY IMPORTANT. SPRUCE PINE,NC 28777 PLASTIC OR WIRE TIE (MIN. SO-LB.TENSILE STRENGTH) IN FASTENING OF FILTER FABRIC. 6461; THE SILT FENCE IS EXTREMELY IMPORTANT. PLASTIC OR WIRE TIE(MIN. SO-LB.TENSILE STRENGTH) 2, POSTS SHALL BE EQUIPPED WITH PROJECTIONS TO 6461; THAT ARE EVENLY SPACED WITHIN THE TOP 8-IN.OF 3. EACH POST TO BE EQUIPPED WITH SAFETY CAP. 1.2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ACCUMULATED SEDIMENT SHOULD BE CONTINUALLY THAT ARE EVENLY SPACED WITHIN THE TOP 8-IN.OF AID IN FASTENING OF FILTER FABRIC. ACCUMULATED SEDIMENT SHOULD BE CONTINUALLY (828)765-8979 THE FABRIC. MONITORED AND REMOVED WHEN NECESSARY. THE FABRIC. 1.2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN MONITORED AND REMOVED WHEN NECESSARY. 4. STEEL POSTS MAY NEED TO HAVE A METAL SOIL 4. INSTALL THE SILT FENCE PERPENDICULAR TO THE ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO 3. EACH POST TO BE EQUIPPED WITH SAFETY CAP. ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO 4. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED 4. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 4. INSTALL THE SILT FENCE PERPENDICULAR TO THE DIRECTION OF THE STORMWATER FLOW AND PLACE STABILIZATION PLATE WELDED NEAR THE BOTTOM 4. STEEL POSTS MAY NEED TO HAVE A METAL SOIL PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED 1/3 THE HEIGHT OF THE SILT FENCE. `��ilt I11JJJ�/ USABLE CONSTRUCTION LIFE AT A TEMPERATURE OF 1/3 THE HEIGHT OF THE SILT FENCE. DIRECTION OF THE STORMWATER FLOW AND PLACE THE SILT FENCE THE PROPER DISTANCE FROM THE TOE WHEN INSTALLED ALONG STEEP SLOPES OR INSTALLED 0 TO 120° F; THE SILT FENCE THE PROPER DISTANCE FROM THE STABILIZATION PLATE WELDED NEAR THE BOTTOM USABLE 0 CONSTRUCTION LIFE AT A TEMPERATURE OF 5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE ��`��Y; 0 ARO OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AND IN LOOSE SOILS.THE PLATE SHOULD HAVE A MINIMUM 5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE WHEN INSTALLED ALONG STEEP SLOPES OR 0 O , STORAGE AREAS OR SPREAD THINLY ACROSS TOE OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AREAS OR SPREAD THINLY ACROSS p FESS/o•.� ACCESS FOR MAINTENANCE AND CLEANOUT. CROSS SECTION OF 14-SQUARE-IN.AND BE COMPOSED 1.3. FREE OF ANY TREATMENT OR COATING WHICH INSTALLED IN LOOSE SOILS.THE PLATE SHOULD HAVE 1.3. FREE OF ANY TREATMENT OR COATING WHICH 2',' Q �i •Y e OF 15 GAUGE STEEL,AT A MINIMUM.THE METAL SOIL MIGHT ADVERSELY ALTER ITS PHYSICAL PROPERTIES DISTURBED AREA. STABILIZE THE REMOVED SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND DISTURBED AREA.STABILIZE THE REMOVED SEDIMENT • �� ,� 5. INSTALL SILT FENCE CHECKS (TIE-BACKS) EVERY 50-100 AFTER IT IS RELOCATED. CLEANOUT. A MINIMUM CROSS SECTION OF 14-SQUARE AN.AND MIGHT ADVERSELY ALTER ITS PHYSICAL PROPERTIES AFTER IT IS RELOCATED. - cL SEAL r"; -FT., DEPENDENT ON SLOPE,ALONG SILT FENCE THAT IS STABILIZATION PLATE SHOULD BE COMPLETELY BURIED. AFTER INSTALLATION; BE COMPOSED OF 15 GAUGE STEEL,AT A MINIMUM. AFTER INSTALLATION; _ � � �� ,;gyp - 6. CHECK FOR AREAS WHERE STORMWATER RUNOFF HAS 5. INSTALL SILT FENCE CHECKS (TIE-BACKS) EVERY 6. CHECK FOR AREAS WHERE STORMWATER RUNOFF HAS INSTALLED WITH SLOPE AND WHERE CONCENTRATED S. INSTALL POSTS TO A MINIMUM DEPTH OF 24-IN.A 1.4. FREE OF ANY DEFECTS OR FLAWS THAT THE METAL SOIL STABILIZATION PLATE SHOULD BE ERODED A CHANNEL BENEATH THE SILT FENCE,OR 50-100 -FT., DEPENDENT ON SLOPE,ALONG SILT 1.4. FREE OF ANY DEFECTS OR FLAWS THAT ERODED A CHANNEL BENEATH THE SILT FENCE,OR ,` FLOWS ARE EXPECTED OR ARE DOCUMENTED ALONG MINIMUM HEIGHT OF 1 AN.TO 2-IN.ABOVE THE FABRIC SIGNIFICANTLY AFFECT ITS PHYSICAL AND/OR COMPLETELY BURIED. o WHERE THE FENCE HAS SAGGED OR COLLAPSED DUE TO FENCE THAT IS INSTALLED WITH SLOPE AND WHERE SIGNIFICANTLY AFFECT ITS PHYSICAL AND/OR WHERE THE FENCE HAS SAGGED OR COLLAPSED DUE TO ii C+':VGI '� THE PROPOSED/INSTALLED SILT FENCE. SHALL BE MAINTAINED,AND A MAXIMUM HEIGHT OF FILTERING PROPERTIES;AND, RUNOFF OVERTOPPING THE SILT FENCE. INSTALL CONCENTRATED FLOWS ARE EXPECTED OR ARE 5. INSTALL POSTS TO A MINIMUM DEPTH OF 24-IN.A FILTERING PROPERTIES;AND, RUNOFF OVERTOPPING THE SILT FENCE. INSTALL `fr ®RIG H.F�N3 6. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 3-FT. SHALL BE MAINTAINED ABOVE THE GROUND. 1.5. HAVE A MINIMUM WIDTH OF 36-IN. CHECKS/TIE-BACKS AND/OR REINSTALL SILT FENCE,AS DOCUMENTED ALONG THE PROPOSED/INSTALLED MINIMUM HEIGHT OF 1-IN.TO 2-IN.ABOVE THE CHECKS/TIE-BACKS AND/OR REINSTALL SILT FENCE,AS J /u ,y 11�� 6. POST SPACING SHALL BE AT A MAXIMUM OF 6-FT.ON 1.5. HAVE A MINIMUM WIDTH OF 36-IN. -'�191�LC7 2. 12-IN. OF THE FABRIC SHOULD BE PLACED WITHIN NECESSARY. . SILT FENCE. FABRIC SHALL BE MAINTAINED,AND A MAXIMUM NECESSARY. CENTER. HEIGHT OF 3-FT.SHALL BE MAINTAINED ABOVE THE 2. 12-IN.OF THE FABRIC SHOULD BE PLACED WITHIN EXCAVATED TRENCH AND SECURED WHEN THE TRENCH 7. CHECK FOR TEARS WITHIN THE SILT FENCE,AREAS b. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 7. CHECK FOR TEARS WITHIN THE SILT FENCE,AREAS 7. WOODEN POSTS ARE ALLOWED WHEN CROSSING IS BACKFILLED. WHERE SILT FENCE HAS BEGUN TO DECOMPOSE,AND GROUND. EXCAVATED TRENCH AND SECURED WHEN THE TRENCH WHERE SILT FENCE HAS BEGUN TO DECOMPOSE,AND UTILITIES.OWNER'S DESIGNATED ENVIRONMENTAL FOR ANY OTHER CIRCUMSTANCE THAT MAY RENDER 6. POST SPACING SHALL BE AT A MAXIMUM OF 6-FT.ON FOR ANY OTHER CIRCUMSTANCE THAT MAY RENDER REPRESENTATIVE SHALL APPROVE LOCATIONS WHERE 3. FILTER FABRIC SHALL BE PURCHASED CONTINUOUS IS BACKFILLED.THE SILT FENCE INEFFECTIVE. REMOVE DAMAGED SILT CENTER. 3. FILTER FABRIC SHALL BE PURCHASED IN CONTINUOUS THE SILT FENCE INEFFECTIVE. REMOVE DAMAGED SILT WOODEN POST ARE TO BE USED PRIOR TO ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO FENCE AND REINSTALL NEW SILT FENCE IMMEDIATELY. ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO FENCE AND REINSTALL NEW SILT FENCE IMMEDIATELY. INSTALLATION. AVOID JOINTS. 7. WOODEN POSTS ARE ALLOWED WHEN CROSSING .AVOID JOINTS 4. FILTER FABRIC SHALL BE INSTALLED AT A MINIMUM OF 8. SILT FENCE SHOULD BE REMOVED WITHIN 30 DAYS UTILITIES. OWNER'S DESIGNATED ENVIRONMENTAL 8. SILT FENCE SHOULD BE REMOVED WITHIN 30 DAYS o� 24-IN.ABOVE THE GROUND. AFTER FINAL STABILIZATION IS ACHIEVED AND ONCE IT REPRESENTATIVE SHALL APPROVE LOCATIONS WHERE 4. FILTER FABRIC SHALL BE INSTALLED AT A MINIMUM OF AFTER FINAL STABILIZATION IS ACHIEVED AND ONCE IT IS REMOVED,THE RESULTING DISTURBED AREA SHALL BE WOODEN POST ARE TO BE USED PRIOR TO 24-IN.ABOVE THE GROUND. IS REMOVED,THE RESULTING DISTURBED AREA SHALL BE PERMANENTLY STABILIZED. INSTALLATION. 5. 14 GAUGE WIRE MESH WITH MAXIMUM 6-IN.X 6-IN. PERMANENTLY STABILIZED. REFERENCE:DETAIL BASED ON NCDEQ EROSION AND SEDIMENT OPENING SPACING. REFERENCE:DETAIL BASED ON NCDEQ EROSION AND SEDIMENT o CONTROL PLANNING AND DESIGN MANUAL,CHAPTERS 6 AND 8 CONTROL PLANNING AND DESIGN MANUAL,CHAPTERS 6 AND 8 REVISED, MAY 2013 AND SCDHEC STORM WATER MANAGEMENT 6. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF REVISED,MAY 2013 AND SCDHEC STORM WATER MANAGEMENT Ln BMP HANDBOOK DATED JULY 31,2005,REVISED MARCH 2O14. THE TRENCH. BMP HANDBOOK DATED JULY 31,2005,REVISED MARCH 2O14. w to Ln m u u Q 1 SILT FENCE 2 REINFORCED SILT FENCE 9 SCALE: N.T.S. 9 SCALE: N.T.S. _ _ E u u u o' LU �- c Q co c 0 u 0 GENERAL NOTES 1. USE FILTREXX® SILTSOXXT"" ORIGINAL OR ENGINEER APPROVED ALTERNATIVE. COMPOST FILTER 2 GENERAL NOTES SOCK DIAMETER VARIES, REFER TO PLAN VIEW DRAWINGS FOR DIAMETER. 0 WOODEN STAKE 1. USE MINIMUM 18-IN. DIAMETER FILTREXX® SILTSOXXM ORIGINAL OR 2. COMPOST FILTER SOCKS SHOULD BE LOCATED AS SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER APPROVED ALTERNATIVE. REFER TO PLAN VIEW DRAWINGS OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE. Z O COMPOST FILTER SOCK FOR COMPOST FILTER SOCK DIAMETER. 3. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS,AND OTHER F= 18-IN. MIN. 2. TO PREVENT WATER&SEDIMENT FROM FLOWING AROUND THELn OVERLAP (NOTE 1) DEBRIS GREATER THAN 1-IN.THAT MAY INTERFERE WITH PROPER FUNCTION OF THE COMPOST MEASURES THE TOP COMPOST FILTER SOCK MUST BE PLACED ON THE FILTER SOCK. w LOD io 00 �oD LIMITS OF DISTURBANCE SIDE OF THE SILT FENCE AT THE OVERLAP. WOODEN STAKE 2 w CLOSED END 4. OAK OR OTHER DURABLE HARDWOOD STAKES 2-IN. BY 2-IN, IN CROSS SECTION SHOULD BE � 3. BACKFILL LOOSE COMPOST OR FINE WOOD CHIPS TO 1/2 THE HEIGHT OF (NOTE 4) DRIVEN VERTICALLY PLUMB,THROUGH THE CENTER OF THE COMPOST FILTER SOCK.STAKES O w 10-FT. O.C. u > THE COMPOST FILTER SOCK ALONG THE UPSLOPE SIDE, FILLING THE SEAM COMPOST FILTER SOCK 18-IN.MIN. SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 10-FT. O.C. STAKES SHOULD BE DRIVEN TO A O Lu SILT FENCE BETWEEN THE SOIL SURFACE AND THE COMPOST FILTER SOCK. (NOTE 1) OVERLAP MINIMUM DEPTH OF 12-IN.,WITH A MINIMUM OF 3-IN. PROTRUDING ABOVE THE COMPOST 0 � 4. T-POST MAY BE USED TO SUBSTITUTE STAKES AS DIRECTED BY THE F FILTER SOCK. to LL OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE AS NEEDED ■ S. PLASTIC OR WIRE TIES SHALL HAVE MINIMUM SO-LB.TENSILE STRENGTH. Q 0 Lu BASED UPON FIELD CONDITIONS. ■ ■ 6. IN THE EVENT STAKING IS NOT POSSIBLE (HIGHLY COMPACTED SOILS OR IMPERVIOUS SURFACES) t .� 5. FOLLOW MANUFACTURERS SPECIFICATIONS IF THERE IS A DISCREPANCY SAND BAGS OR HEAVY CONCRETE BLOCKS MAY BE USED BEHIND THE SOCK TO HOLD IT IN PLACE c� 10-FT. MAX. LOOSE COMPOST 5-FT.STEEL POST IN NOTES OR IF ENGINEER APPROVED ALTERNATIVE IS USED. DURING RUNOFF EVENTS. N 7. STRAIGHTEN OR POSITION THE COMPOST FILTER SOCK AS NEEDED ON THE GROUND, ENSURING o v OR WOOD CHIPS N �++ MAINTENANCE NOTES � THERE IS GOOD GROUND CONTACT AND NO VOID SPACES UNDER THE COMPOST FILTER SOCK. ` F' (NOTE 3) p LOOSE COMPOST p o 00 Q 3: 1. INSPECT AT LEAST ONCE PER SEVEN (7)CALENDAR DAYS AND WITHIN 24 LL J 8. DO NOT DRAG COMPOST FILTER SOCK ACROSS ROUGH SURFACES. IF DRAGGING ACROSS A N G OR WOOD CHIPS LL I HOURS OF A RAIN EVENT GREATER THAN OR EQUAL TO 1.4-IN, IN 24 (NOTE 9) ROUGH SURFACE IS NECESSARY; PLACE A BARRIER SUCH AS PLASTIC OR A TARP UNDER COMPOST s HOURS. FILTER SOCK TO PREVENT TEARING. cu 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. 9. BACKFILL LOOSE COMPOST OR FINE WOOD CHIPS TO 1/2 THE HEIGHT OF THE COMPOST FILTER a C- 3. THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS 1/2 THE HEIGHT SINGLE SOCK PLAN VIEW SOCK ALONG THE UPSLOPE SIDE, FILLING THE SEAM BETWEEN THE SOIL SURFACE AND THEcu Z OF THE COMPOST FILTER SOCK. HOWEVER,ACCUMULATED SEDIMENT COMPOST FILTER SOCK. SINGLE SOCK/ SILT FENCE SHOULD BE REMOVED MORE FREQUENTLY.ALTERNATIVELY,A NEW 10. IF THE COMPOST FILTER SOCK IS TO BE LEFT AS PART OF THE NATURAL LANDSCAPE, IT MAY BE a OVERLAP -PLAN VIEW COMPOST FILTER SOCK CAN BE PLACED ON TOP OF AND SLIGHTLY SEEDED WITH THE PERMANENT SEED MIX AT TIME OF INSTALLATION. BEHIND THE ORIGINAL ONE CREATING MORE SEDIMENT STORAGE 11. FOLLOW MANUFACTURERS SPECIFICATIONS IF THERE IS A DISCREPANCY IN NOTES OR IF 't CAPACITY WITHOUT SOIL DISTURBANCE. ENGINEER APPROVED ALTERNATIVE IS USED. W 4. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE STORAGE ICU 5-FT. STEEL POST VOLUME FOR THE NEXT RAIN.TAKE CARE TO AVOID UNDERMINING THE WOODEN STAKE COMPOST FILTER SOCK MAINTENANCE NOTES p Q Q o COMPOST FILTER SOCK DURING CLEANOUT. (NOTE 4) (NOTE 1) 1. INSPECT AT LEAST ONCE PER SEVEN (7)CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT a � Z WOODEN STAKE 10-FT.O.C. Z S. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. LOOSE COMPOST GREATER THAN OR EQUAL TO 1,0-IN. IN 24 HOURS. C) Q O 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. 1- COMPOST FILTER SOCK 6. IF PONDING BECOMES EXCESSIVE,THE COMPOST FILTER SOCK MAY NEED 3-IN. MIN. OR WOOD CHIPS 4 <( TO BE REPLACED WITH ONE OF A LARGER DIAMETER OR A DIFFERENT (NOTE 9) 3. THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS 1/3 THE HEIGHT OF THE COMPOST FILTER V u M (NOTE 1} SOCK. HOWEVER,ACCUMULATED SEDIMENT SHOULD BE REMOVED MORE FREQUENTLY. � M LOOSE COMPOST MEASURE. FLOW �- F- OR WOOD CHIPS 7. THE COMPOST FILTER SOCK NEEDS TO BE REINSTALLED IF UNDERMINED ALTERNATIVELY,A NEW COMPOST FILTER SOCK CAN BE PLACED ON TOP OF AND SLIGHTLY BEHIND �.� cr- 0C o (NOTE 3) OR DISLODGED. 12-IN, MIN. THE ORIGINAL ONE CREATING MORE SEDIMENT STORAGE CAPACITY WITHOUT SOIL DISTURBANCE. V w U z I 1 8. THE COMPOST FILTER SOCK SHALL BE MAINTAINED UNTIL DISTURBED 4. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT F-0 w ❑- N + uj FLOW I- } .v AREA ABOVE THE DEVICE HAS BEEN PERMANENTLY STABILIZED AND RAIN.TAKE CARE TO AVOID UNDERMINING THE COMPOST FILTER SOCK DURING CLEANOUT. 0 o r CONSTRUCTION ACTIVITY HAS CEASED. 5. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. W CK Z 6. IF PONDING BECOMES EXCESSIVE,THE COMPOST FILTER SOCK MAY NEED TO BE REPLACED WITH SINGLE SOCK SECTION VIEW ,..., ONE OF A LARGER DIAMETER OR A DIFFERENT MEASURE. A Ln w u Ln 7. THE COMPOST FILTER SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. L' Z J W - Q H w V r�/ _\�\, ✓r \{ 8. THE COMPOST FILTER SOCK SHALL BE MAINTAINED UNTIL DISTURBED AREA ABOVE THE DEVICE HAS CJ� Z_ a _ BEEN PERMANENTLY STABILIZED AND CONSTRUCTION ACTIVITY HAS CEASED. H Q - o cu O SINGLE SOCK/ SILT FENCE 511 OVERLAP-SECTION VIEW 0 a W z PROJECT NUMBER 0 213314 DRAWING NUMBER K7), PERIMETER CONTROL OVERLAP - SINGLE 4 COMPOST FILTER SOCK 9 SCALE: N.T.S. 9 SCALE: N.T.S. 9 13 1-FT. A PUBLIC ROAD � ..,. EXISTING 50-FT. (MIN.) (MIN.) 1 LAYER OF WOVEN TIMBER MATS DECK WIDTH VARIES 12-FT. (MIN.) GEOTEXTILE BASED ON EQUIPMENT WIDTH WOVEN GEOTEXTILE (NOTE 3) 12-IN. COMPOST FILTER r> T -IN. DIAMETER OF WOVEN 12-IN. COMPOST 1(NOTE 8) SOCK(SIDEBOARD) LAYERAmow WASHED STONE 2 TO 3-IN. DIAMETER 6-IN. (MIN.) GEOTEXTILE FILTER SOCK WASHED STONE (NOTE 8) (SIDEBOARD) IL0 BACKFILL MATERIAL >j/!'� TEMPORARY CULVERT(IF NECESSARY) r'\� /\\//\ 8 OZ. NON-WOVEN \ �\ \\ \\f \\/�\ /,o\f�/`\ / //\\/� \\ \\�\\/\\/\\,1-FT.\� \ \ `. -------- ----- -- -- 2016 AYRSLEY TOWN BLVD. �.� GEOTEXTILE '�/a/ \� 8 OZ, NON-WOVEN\ ' / �l �� i/` �\ SUITE` f\ /\ CHARLOTTE, 28273 �/o,/ (MIN.} 2 LAYERS OF 12-OZ. GEOTEXTILE UNDISTURBED STREAM BANK NON WOVEN GEOTEXTILE 2 LAYERS OF 12-07. (704)523-4726 CONSTRUCTION ENTRANCE SECTION VIEW (NOTE 7) NON-WOVEN GEOTEXTILE TIMBER MATS ENGINEERING FIRM CROSS-SECTION A-A' ORDINARY HIGH SEE NOTE 5 (NOTE 7) (NOTE 3) LICENSE NUMBER:F-0176 WATER MARK (OHWM) CROSS-SECTION A-A CROSS-SECTION B-131 Oa z 2 TO 3-IN. DIAMETER WASHED STONE CONSTRUCTION ENTRANCE NOTES GENERAL NOTES 1. A PRE-FABRICATED BRIDGE OR FLATBED RAILCAR MAY BE SUBSTITUTED FOR THE TEMPORARY 1. DUE TO SITE CONSTRAINTS THE WIDTH AND LENGTH MAY BE ADJUSTED CONSTRUCTION BRIDGE. w uj BASED ON CONDITIONS IN THE FIELD. z z � 2. INSTALL THE BRIDGE IN A MANNER THAT WILL MINIMIZE SEDIMENT FROM ENTERING SURFACE v � � m D '� 2. APPROPRIATE SIGNAGE WILL BE POSTED ALONG THE ROAD TO INFORM THE m m = WATERS. O O p 3. BRIDGE MUST BE DESIGNED BY CONTRACTOR'S ENGINEER TO SUPPORT EXPECTED LOADS. RUNNERS a u_ A GENERAL PUBLIC OF POTENTIAL CONSTRUCTION TRAFFIC PER I I ARE TO BE INSTALLED AT OUTER EDGE OF BRIDGE DECKING HOOK HOLES. z L REQUIREMENTS. a LL, 12-IN. COMPOST FILTER WOVEN O I O I 4. SECURELY ANCHOR BRIDGE AT ONE (1) END USING STEEL CABLE OR CHAIN. ~ p _ SOCK(SIDEBOARD) GEOTEXTILE ~ ~ B 5. ABUTMENTS SHOULD BE PLACED PARALLEL TO,AND ON, STABLE BANKS SUCH THAT THE STRUCTURE x W - - - - - - - - - - - - - - - - - - CONSTRUCTION ENTRANCE MAINTENANCE TIMBER MATS IS AT OR ABOVE BANKFULL DEPTH TO PREVENT ENTRAPMENT OF FLOATING MATERIALS AND DEBRIS. 1. INSPECT TEMPORARY CONSTRUCTION ENTRANCES AT LEAST ONCE PER 7 I I (NOTE 3) 6. CONTRACTOR TO COVER HOOK HOLES AS NECESSARY TO PREVENT ACCUMULATION OF SEDIMENT CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN - ---- ON NON-WOVEN GEOTEXTILE. OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE TO o OR EQUAL TO 1.0-IN IN 24 HOURS. INSPECT MORE FREQUENTLY DURING APPROVE OF METHOD AND MATERIALS USED TO COVER HOOK HOLES PRIOR TO INSTALLATION, THE QUARTZ CORP USA 797ALTAPASS ROAD V PERIODS OF HEAVY USE. 7. INSTALL TWO (2) LAYERS OF 12-OZ. NON-WOVEN GEOTEXTILE. SPRUCE PINE,NC 28777 2. THE ENTRANCE WILL BE MAINTAINED IN A CONDITION THAT WILL PREVENT A ( ( A' 8. USE ONE (1) SACRIFICIAL LAYER OF WOVEN GEOTEXTILE ON THE BRIDGE "RUNNERS" TO PROTECT THE {828}765-8979 � � �o � � 12-FT. (MIN.) TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING ROADWAYS. NON-WOVEN GEOTEXTILE DURING THE TEMPORARY BRIDGE INSTALLATION.� , 9. NON-WOVEN AND WOVEN GEOTEXTILE WILL BE INSTALLED ON ALL TIMBER MATS ASSOCIATED WITH SEDIMENT TRACKED, SPILLED, DROPPED OR OTHERWISE DEPOSITED ONTO THE TEMPORARY BRIDGE INCLUDING APPROACH TIMBER MATS WITHIN 50-FT. OF TOP OF BANK. ROADWAYS WILL BE SWEPT UP AS SOON AS PRACTICAL AND PLACED BACK I ( 10. ALTERNATIVE MATERIALS MAY BE USED FOR SIDEBOARDS WITH APPROVAL, PRIOR TO INSTALLATION, vo\,�y\ GAri0�f WITHIN THE APPROVED DISTURBED AREA. I FROM OWNERS DESIGNATED ENVIRONMENTAL REPRESENTATIVE. �`p�'FESSj•`'�yr'r 11. THE CONTRACTOR SHALL REMOVE SEDIMENT DEPOSITED ON BRIDGES PRIOR TO REMOVING BRIDGE. '•r�g Q 3. IF EXCESS SEDIMENT HAS CLOGGED THE STONE, THE ENTRANCE WILL BE 12. REMOVE TEMPORARY EQ UIPMENT BRIDGES IN AREAS WHERE TRAVEL LANE IS NO LONGER REQUIRED. .'L SEAL r~ ,- - - - - - - - - - - - - - - -' - - TOPDRESSED WITH NEW STONE AS NEEDED. REPLACEMENT OF THE STONE �- ° 03��8 -- - ( 13. TEMPORARY EQUIPMENT BRIDGES SHALL BE REMOVED SLOWLY AND CAREFULLY TO MINIMIZE MAY BECOME NECESSARY WHEN THE STONE BECOMES ENTIRELY FILLED SEDIMENT FALLING FROM THE BRIDGE DURING REMOVAL OPERATIONS. / I 14. NATIVE RIPARIAN SEED, AND COIR MATTING TO FORMER TEMPORARY EQUIPMENT BRIDGE r''<Cs .;Gi � ' \'� 10-FT. (MIN.) `/ WITH SEDIMENT AND MUD. INSTALL STABLE B' APPROACH LOCATIONS WITHIN RIPARIAN SEEDING AREAS IN ACCORDANCE WITH THE NATIVE RIPARIAN AREA 1�aR/C H � z 4. THE CONSTRUCTION ENTRANCE AND CULVERT(IF PRESENT), WILL BE RAMP/TIMBER MAT SEEDING SPECIFICATIONS. v� 8 OZ. NON-WOVEN GEOTEXTILE REMOVED WHEN CONSTRUCTION ACTIVITIES CEASE ON THE PROJECT. THE (IF NECESSARY) I.- Lu REMOVED STONE AND SEDIMENT FROM THE ENTRANCE WILL BE HAULED W MAINTENANCE NOTES OFF-SITE AND DISPOSED OF PROPERLY. Q v TEMPORARY CULVERT (IF NECESSARY) U-i O 1. ALL SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN 5. UPON REMOVAL OF THE CONSTRUCTION ENTRANCE, THE CONTRACTOR v~i ` CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 1.0 INCHES OF PRECIPITATION SHALL BRING THE AREA TO ORIGINAL GRADE AND STABILIZE IT. IF A DURING ANY 24-HOUR PERIOD. INSPECTIONS MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS TEMPORARY CULVERT WAS UTILIZED IN CONJUNCTION WITH THE REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. CONSTRUCTION ENTRANCE PLAN VIEW CONSTRUCTION ENTRANCE, THE CONTRACTOR SHALL INSTALL TEMPORARY PLAN VIEW 2. TEMPORARY BRIDGE WILL BE MAINTAINED IN A CONDITION THAT WILL PREVENT SEDIMENT FROM MATTING AND/OR WATTLES WITHIN ROADSIDE SWALE/DITCH_ ENTERING THE SURFACE WATERS. 0 3. REMOVE SEDIMENT DEPOSITED ON BRIDGE AS NECESSARY. Ln cd w m M qySCA ONSTRUCTION ENTRANCE Ln LE: N.T.S. - (DJEM POR RY BRID AGE vV .4 SCALE: N.T.S. _ of _ V V V m uj Q co 0 E °1 TEMPORARY SLOPE MATTING NOTES 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL E 12-IN. PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER,AND SEED. I 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A GENERAL NOTES 6-IN. DEEP X 6-IN. WIDE TRENCH WITH APPROXIMATELY 12-IN. OF 1. A FLEXIBLE GROWTH MATRIX (FGM) COMBINES BOTH CHEMICAL AND Zp r �N I RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE -"- FLEXIBLE GROWTH ¢-- MECHANICAL BONDING TECHNIQUES TO LOCK THE MATRIX IN PLACE. FGM IS a .0 Ln 2 TO 5-IN. T TRENCH.ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES �1y- MEDIA (NOTE 9) I I 6-IN. APPROXIMATELY 12-IN.APART IN THE BOTTOM OF THE TRENCH. ,--� COMPOSED OF CRIMPED, MANMADE FIBERS, ORGANIC FIBERS, AND z v I BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY PERFORMANCE ENHANCING ADDITIVES THAT FORM A LOFTY, INTERLOCKING W I SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12-IN. -�^ MATRIX. FGM HAS AIR SPACES AND WATER-ABSORBING CAVITIES THAT IMPROVE 2 G START ANCHOR TRENCH / otfI I ®•••�- (SEE NOTE 2) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SEED GERMINATION, REDUCE THE IMPACT OF RAINDROP ENERGY, AND MINIMIZE up > SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF / SOIL LOSS. WATER INSOLUBLE TACKIFIERS AND FLOCCULANTS CHEMICALLY O Lu FAN TYPE NOZZLE F STAPLES/STAKES SPACED APPROXIMATELY 12-IN. APART ACROSS / ( ) BOND THE MATRIX TO THE SOIL SURFACE. w p as SIDE OVERLAP SEAM THE WIDTH OF THE RECPS. NOTE 8 (SEE NOTE 4) 2. FGM IS APPLICABLE FOR THE FOLLOWING SITUATIONS: p 3. ROLL THE RECPS DOWN OR HORIZONTALLY ACROSS THE SLOPE / / O Lu �--� • AS A TYPE A TEMPORARY EROSION CONTROL BLANKET; N N \ " TOP OF SLOPE BASED ON ENVIRONMENT INSPECTOR. RECPS WILL UNROLL WITH / ''� V) Ln ,, - -" �. • SLOPES UP TO 2H:1 V; Lu _ TEMPORARY MATTING - ®-•-• BE SEOURELY FASTENED TONST O SOILESURIL SURFACE.ALL FACE BY PLACING MUST /' . AS AN INFILL FOR TURF REINFORCEMENT MATS (TRMS) ON SLOPES GREATER c» ro Q SLOPES = SC150BN - -�� j �, THAN 2H:1V; o o W (SEE NOTE 7) " STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE �, \ \ -'•` STAPLE PATTERN GUIDE. /_ --�� ENVIRONMENTALLY SENSITIVE AREAS NOT COMPATIBLE FOR NETTING; - 1 • WHEN THE REQUIRED LONGEVITY OF SOIL PROTECTION IS UP TO 1 YEAR; j • - 4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH STABLE /� j AR; APPROXIMATELY 2 TO 5-IN. OVERLAP DEPENDING ON THE RECPS o CL e`<"a ~®• SLOPE l WHEN THE SITE REQUIRES IMMEDIATE EROSION PROTECTION AND THERE IS A < ,. FT -•• TYPE. (NOTE 5) Q -.�.�e "~ / }�- �Iij� 5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END / / RISK OF IMPENDING WEATHER; a a Z • e F OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3-IN. j l • WHEN FAST VEGETATION ESTABLISHMENT IS REQUIRED; AND �-�? �� •~•• < � -;•,-,-r• OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY WHEN A HIGH FACTOR OF DESIGN SAFETY IS REQUIRED.�_ � 0 3. FGM IS NOT APPLICABLE A5 A CHANNEL LINER OR FOR AREAS RECEIVING END OVERLAP SEAM 12-IN. APART ACROSS ENTIRE RECPS WIDTH. SOIL PREPARATION +-•-"~-<"<<~ ;•,•�-� (SEE NOTE 5) 6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE ' CONCENTRATED FLOW.APPLICABLE FGM MAY BE SELECTED FROM THE SCDOT ~ v (SEE NOTE 1) < " " LENGTHS GREATER THAN 6-IN. MAY BE NECESSARY TO PROPERLY APPROVED PRODUCTS LIST. Q •�°�` - e"<~®~ I 3-IN. I SECURE THE RECPS. 4. FLEXIBLE GROWTH MEDIA (FGM) COMPONENTS ARE PRE-PACKAGED BY THE W o - - - - 7. TEMPORARY MATTING SHALL BE NORTH AMERICAN GREEN CERTIFIED CONTRACTOR O MANUFACTURER TO ASSURE MATERIAL PERFORMANCE. UNDER NO Q Q EXTEND MATTING e •'~`e` <-a I I BIONET SC150BN OR ENGINEER APPROVED EQUIVALENT. (NOTE 6) CIRCUMSTANCES IS FIELD MIXING OF MATERIALS, ADDITIVES OR COMPONENTS �-•� Z Z r J ACCEPTED. EXAMINE SUBSTRATES AND CONDITIONS WHERE MATERIALS WILL BE O O MINIMUM OF 3-FT. FROM TEMPORARY SLOPE MATTING MAINTENANCE APPLIED. TOE OF SLOPE I s I ED. Q O Q I. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 5. APPLY FGM TO GEOTECHNICALLY STABLE SLOPES THAT HAVE BEEN DESIGNED Z U Z Ln U N rn ISOMETRIC VIEW � J HOURS OF A RAIN EVENT GREATER THAN OR EQUAL TO 1.0-IN IN AND CONSTRUCTED TO DIVERT RUNOFF AWAY FROM THE FACE OF THE SLOPE. "-' E_- a � O Q N 24 HOURS. DO NOT PROCEED WITH INSTALLATION UNTIL SATISFACTORY CONDITIONS ARE u p O 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. � O MAINTENANCE NOTES ESTABLISHED. w a U Z 2 TO 5-IN. 2 TO 5-IN. 2 TO 5-IN. 2 TO 5-IN. 2 TO 5-IN. 2 TO 5-IN. 2 TO 5-IN. 2 TO 5-IN. 3. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND 1. ALL SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR 6. INSTALL FGM WITH A CON I- - � �'�--- EROSION MUST NOT OCCUR BENEATH THE RECP. TRACTOR WHO IS CERTIFIED AND TRAINED BY THE Z 64 - a 4. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 1.0 INCHES OF PRECIPITATION DURING ANY MANUFACTURER IN THE PROPER PROCEDURES FOR MIXING AND APPLYING THE W N Q Z o r I} 3-FT. � 2-FT. T. CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 24-HOUR PERIOD. INSPECTIONS MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL FGM. � w z 3-FT. n- C7 O 6-FT I 3.3 FT. 6-FT. ( p p I 4-FT. I O _`O I 4-FT. I O O O ( 5. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, AREAS OF THE CONSTRUCTION SITE. 7. STRICTLY COMPLY WITH THE MANUFACTURER'S MIXING RECOMMENDATIONS ~ w U 1.6-FT. -� 1.6-FT. THE PROBLEM SHALL BE FIXED AND THE ERODED AREA 2. REAPPLY FGM TO DISTURBED AREAS THAT REQUIRE CONTINUED EROSION CONTROL. A U vs = u I 1.6-FT. O O�O O �--•-I I AND INSTALLATION INSTRUCTIONS. W Z_ Q CL I I r I I 3.3-FT. 3.3-FT. PROTECTED. 3. MAINTAIN EQUIPMENT TO PROVIDE UNIFORM APPLICATION RATES. RINSE ALL MIXING AND a w I 8. USE APPROVED HYDRAULIC SEEDING/MULCHING MACHINES FAN-TYPE z Q = ° O O O O O O 6. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND H U 3.3-FT. COVER IS ESTABLISHED. APPLICATION EQUIPMENT THOROUGHLY WITH WATER TO AVOID FORMATION OF RESIDUES AND NOZZLE (50- DEGREE TIP) FOR FGM APPLICATIONS. A I p I I d O I I O O 010 DISCHARGE RINSE WATER APPROPRIATELY. 9. APPLY FGM FROM OPPOSING DIRECTIONS TO THE SOIL SURFACE IN SUCCESSIVE Z O O REF: DETAIL BASED ON NCDEQ EROSION AND SEDIMENT CONTROL 4. DEGRADATION OF FGM IS EXPECTED TO OCCUR AS A RESULT OF MECHANICAL DEGRADATION, LAYERS, REDUCING THE "SHADOW EFFECT" TO ACHIEVE MAXIMUM COVERAGE Q PLANNING AND DESIGN MANUAL, CHAPTERS 6 AND 8 REVISED, MAY CHEMICAL AND BIOLOGICAL HYDROLYSIS, SUNLIGHT, SALT AND TEMPERATURE. REAPPLY FGM IN OF ALL EXPOSED SOIL. 0 4:1 SLOPES 3:1 SLOPES 2:1 SLOPES 1:1 SLOPES 2013 Cn ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. REAPPLICATION IS NOT REQUIRED UNLESS 10, FGM DOES NOT REQUIRE A CURE TIME AND IS EFFECTIVE IMMEDIATELY SUCH Q a 0.7 STAPLES PER SQ.YD. 1.15 STAPLES PER SQ.YD. 1.7 STAPLES PER SQ.YD. 3.4 STAPLES PER SQ.YD. FGM TREATED SOILS ARE DISTURBED OR TURBIDITY OR WATER QUALITY SHOWS THE NEED FOR AN THAT FGM MAY BE APPLIED IMMEDIATELY BEFORE DURING OR AFTER A z ADDITIONAL APPLICATION. RAINFALL EVENT. W < STAPLE PATTERNS 0 11. INSTALL FGM MATERIALS ACCORDING TO THE MANUFACTURER'S APPLICATION RATES. PROJECT NUMBER 213314 7 EROSION CONTROL BLANKET - SLOPE DRAWING NUMBER 10 SCALE: N.T.S. $ FLEXIBLE GROWTH MEDIA 10 SCALE: N.T.S. 10 13 GENERAL NOTES: TOP OF BANK 18-IN. DIA.COMPOST 1. LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, FILTER SOCK DOUBLE STITCHED "J"TYPE SEAMS.THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. a <' 30 MIL HDPE LINER 2. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE STANDARDS IN THE TABLE BELOW: 0 F------- ---- - TABLE: HIGH VOLUME FILTER BAG MATERIAL HB HB ORDINARY HIGH I PROPERTY TEST METHOD MINIMUM STANDARD WATER MARK(OHWM) 2016 AYRSLEY TOWN BLVD. mi HC HC I-- - - - - - - - I 30 MIL HDPE LINER AVG.WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN SUITE 2-A FLOW G STRAPS CH 6273 HEAVY DUTY LIFTING CHARLOTTE, 72 2 (RECOMMENDED) GRAB TENSILE ASTM D-4632 205 LB (704}523-4726 ENGINEERING FIRM I DISCHARGE HOSE SANDBAG f �� '%�� i�'/��y� SANDBAGS PUNCTURE ASTM D-4833 110 LB LICENSE NUMBER:F-0176 { CLAMP I (NOTE 8) MULLEN BURST ASTM D-3786 350 PSI CROSS-SECTION A-A' CROSS-SECTION B-B' d I I FILTER BAG I I' 0 o INTAKE HOSE UV RESISTANCE ASTM D-4355 70% II II AOS%RETAINED ASTM D-4751 80 SIEVE GENERAL NOTES 3 DEWATERING PUMP WITH 3. FILTER BAGS SHALL BE LOCATED IN WELL-VEGETATED(GRASSY)AREAS OR STABLE EROSION RESISTANT AREAS A MINIMUM 1. CONSTRUCT TEMPORARY COFFERDAMS WITHIN LIMITS OF DISTURBANCE. CONSTRUCT DAMS CLAMP SECONDARY CONTAINMENT B' USING SANDBAGS COVERED WITH CLEAN 30 MIL HDPE LINER OR CLEAN STEEL PLATE DRIVEN OF 100 FT.FROM SURFACE WATERS,STREAMS,WETLANDS OR AS DIRECTED BY OWNER'S DESIGNATED ENVIRONMENTAL Z INTO THE STREAMBANKS AND STREAMBED. USE SANDBAGS TO SHORE STEEL PLATE IF I Z I `E 3Yr l� � �` ,h (NOTE 8) REPRESENTATIVE. �[ Q 4. A GEOTEXTILE FABRIC(8 OZ/SY)UNDERLAYMENT AND FLOW PATH SHOULD BE PROVIDED. m O 2 p O NEEDED. ( ,� 5. FILTER BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY.BAGS SHOULD NOT BE PLACED ON . THE HEIGHT OF THE TEMPORARY COFFER(HC) DAM SHALL BE CALCULATED USING BOTH OF %NV/ -_ SLOPES GREATER THAN 5%.FOR SLOPES EXCEEDING 5%,CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING 0- I Lu 0 O O U- THE FOLLOWING METHODS.' l MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. 6. FILTER BAGS,DEWATERING STRUCTURE,OR ENGINEER APPROVED ALTERNATIVE SHALL BE LOCATED IN A WELL VEGETATED ; � THE QUARTZ CORP USA A. HC = HB/4 + 1-FT. (HB HEIGHT OF STREAMBANK IN FEET)WITH A 2-FT. MINIMUM DAM _ �` _ -__`-__ AREA A MINIMUM OF 100-FT,FROM SURFACE WATERS,STREAMS,WETLANDS OR AS DIRECTED BY OWNER'S DESIGNATED 797 ALTAPASS ROAD SANDBAG HEIGHT ENVIRONMENTAL REPRESENTATIVE. 8 OZ/SY GEOTEXTILE 7. INSTALL MINIMUM 18-IN.DIAMETER COMPOST FILTER SOCK ON THREE DOWNGRADIENT SIDES OF FILTER BAG.ADDITIONAL SPRUCE PINE,NC 28777 -------_ ----- _- _- B. HC = BASE FLOW + 1-FT. (BASE FLOW TO BE IDENTIFIED IN THE FIELD PRIOR TO (828)765-8979 A � � A' CONSTRUCTION) FABRIC BASE DOWNGRADIENT EStSC MEASURES MAY BE NECESSARY FOR SECONDARY CONTAINMENT FOR FILTER BAG FAILURE. PLAN VIEW 8. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE FILTER BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED.A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.ONLY INSTALL ONE PUMP DI THE GREATER OF THE TWO RESULTING HEIGHTS SHALL BE USED FOR THE TEMPORARY SCHARGE COFFERDAM.ADDITIONAL HEIGHT MAY BE REQUIRED BASED ON FLOW CONDITIONS AT HOSE PER FILTER BAG. C A THE TIME OF CONSTRUCTION. 9. THE PUMPING RATE SHALL BE A MAXIMUM OF 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, NN �(�+ RQ WHICHEVER IS LESS. ~\ - - • I /� __ 3. CONTRACTOR SHALL ENSURE TIGHT . 1 . PUMP INTAKES SHOULD BE FLOATING AND SCREENED. �-_----- ---------- --- -- -- SEAL OF SANDBAGTEMPORARY COFFERDAM 11. CONTRACTOR SHALL ADHERE TO OWNER'S APPLICABLE INTERNAL ENVIRONMENTAL POLICIES,GUIDANCE DOCUMENTS,AND 4 �L {" 4. SAND BAGS SHOULD BE PLACED ALONG THE EDGES OF THE TEMPORARY COFFERDAM TO CHECKLISTS. - 03 32(3 KEEP WATER FROM CUTTING AROUND THE TEMPORARY COFFERDAM. 18-IN. DIA.COMPOST MAINTENANCE NOTES: ° \ �, 30 MIL HDPE LINER FILTER SOCK CLAMPS DISCHARGE HOSE r 5. UPON COMPLETION OF SUCCESSFUL STREAM CROSSING, CONTRACTOR SHALL COORDINATE 2. FILTER BAGS SHALL BE INSPECTED DAILY.IF ANY PROBLEM IS DETECTED,PUMPING SHALL CEASE IMMEDIATELY AND NOT �j ;�lG+ �C z I z WITH THE OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO TEMPORARY (NOTE 8) ejfFD •• . ° RESUME UNTIL THE PROBLEM IS CORRECTED. ! JQ/C H.�L Q Q COFFERDAMS REMOVAL. 1 REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS,TEARS,OR PUNCTURES. +`j7�/ B m I m 6. CONTRACTOR TO CONTINUE USING BYPASS PUMP DURING TEMPORARY COFFERDAMS 4. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. 1 O � O INTAKE HOSE w 3 o REMOVAL, FILTER BAG 5. A SUITABLE MEANS OF ACCESSING THE FILTER BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHOULD BE 7. THE OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE SHOULD DETERMINE THE r; 0 PROVIDED. O O O 6. SPREAD THE DEWATERED SEDIMENT FROM THE FILTER BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND METHOD AND SEQUENCE OF THE TEMPORARY COFFERDAMS REMOVAL TO REDUCE THE - ----- ------- MULCH BY POTENTIAL FOR STREAMBED SCOUR AND MINIMIZE TURBIDITY. H THE WORK DAY. ' 7. SPARE FILL THE END TER BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. 8 OZ/SY GEOTEXTILE DEWATERING PUMP WITH 8. FILTER BAGS SHOULD BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY f. PLAN VIEW MAINTENANCE NOTES FABRIC BASE SECONDARY CONTAINMENT ATTACHED. 1. INSPECT COFFERDAMS WHILE IN USE TO ENSURE TIGHT SEAL OF DAMS. SECTION VIEW 9. DURING OPERATION KEEP CONNECTION BETWEEN PUMP DISCHARGE HOSE AND FILTER BAG WATER TIGHT. 2. TEMPORARY COFFERDAMS WILL BE MAINTAINED IN A CONDITION THAT WILL MINIMIZE 10. REPOSITION GEOTEXTILE AND REPLACE BEDDING IF IT BECOMES DISPLACED. TURBIDITY. REFERENCE: DETAIL BASED ON PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION(PA DEP)STANDARD DETAILS < AND MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION STANDARDS AND SPECIFICATIONS o FOR SOIL EROSION AND SEDIMENT CONTROL. u i w aj w a M V V a r g COFFER DAM 11 SCALE: N.T.S. @- 'LT FER BAG z = _ E SCALE. N.T.S. u u u w � m 0 m 0 E c 0 z `° O H 0 t„ a. w � 0 ui u w OO of o' w O E Ln LL Q O c w ILA a m m tV N Q O F m O\ 0000 Q CL t7 o o u cu = aacz Q Z V T F� 7 rL Tom, N I� (6 z_ i J N O z0 110 O v U z0 N V m LJ _ M C) aG t C U c Ocl� 0 0 oN � Lu U z ZQ 0 1 a M ,.. 0O A V) W lb Z W z W Q u V N 0 Z a 0 a 0 55 w z PROJECT NUMBER 0 213314 DRAWING NUMBER 11 13 LOD FILTER BAG z I Q I 18-IN.COMPOST o TEMPORARY APPROXIMATE EXISTING N (REFER TO DETAIL) m m = FILTER SOCK BRIDGE TEMPORARY WORKSPACE O 0 w C) GROUND SURFACE TRENCH DEWATERING a I ,,, I (REFER TO PLAN VIEWS) Jill HOSE(S) O O vim-, " LOD LOD LOD LOD LOD LOD ta-----7�_ -----�s �� TOP SOIL 12-IN.COIR LOG GATE (-"-`1 BY-PASS SEE NOTE 4 (OPEN) --® I ( HOSE(S) TRAVEL LANE STREAMBED SUBSTRATE 2016 AYRSLEY TOWN BLVD. DEWATERING PUMP(S)WITH I 12-IN. COMPOST (NOTE 6) SUITE 2-A SECONDARY CONTAINMENT I I FILTER SOCK(SIDEBOARD) CROSS-SECTION A-A' CHARLOTTE,NC 28273 E - - E � (704)523-4726 APPROXIMATE EXISTING ENGINEERING FIRM p I I I 6„ Jill18-IN.COMPOST LICENSE NUMBER:F-0176 PERMANENT EASEMENT FILTER SOCK GROUND SURFACE A ( TEMPORARY BRIDGE A' (REFER TO PLAN VIEWS) JillD s D (REFER TO DETAIL) SILT FENCEa- -------------- - ------------------------- - __ TOP SOIL 6„ 6„ r. L I B COFFER DAM B' COFFER DAM 6 L STREAMBED SUBSTRATE 6' -- E E CROSS-SECTION B-B' LOD LOD LOD LOD LOD -LOD LOD LOD LOD LOD SO-FT. (NOTES 6 &7) I � �1 1 SCREEN INTAKE BY-PASS PUMPS)WITH 1 I PLAN VIEW SECONDARY CONTAINMENT 13. BACKFILL SUBGRADE AFTER PIPELINE CONSTRUCTION WITHIN GENERAL NOTES THE STREAM IS COMPLETE.THEN RESTORE STREAMBED I 1. REFER TO AUTHORIZED PERMITS FOR ADDITIONAL LOCAL, STATE, AND SUBSTRATE AND STREAMBANKS TO ORIGINAL CONTOURS TO THE QUARTZ CORP USA H2 j { FEDERAL REQUIREMENTS. MECHANICAL EQUIPMENT SHALL NOT 6. RESTRICT THE REMOVAL OF VEGETATION TO THE LIMITS OF FULLEST EXTENT PRACTICAL. 797 ALTAPASS ROAD DISTURBANCE. ONLY HAND CLEARING IS ALLOWED ON 14. REINSTALL SWPPP MEASURES PREVIOUSLY REMOVED FOR SPRUCE PINE,NC 28777 HOLE HOLE H2 OPERATE WITHIN STREAMS OR TRAVERSE STREAMS. STREAMBANKS AND WITHIN 10-FT.OF TOP OF BANK, EXCEPT PIPELINE CONSTRUCTION WITHIN THE STREAM. ADDITIONAL (828)765-8979 I GENERAL D 2. CONSTRUCT TEMPORARY COFFER DAMS WITHIN LIMITS OF WITHIN DESIGN NOTES: I HIN THE TRENCHLINE OR FOR SAFETY PURPOSE. SITE-SPECIFIC SWPPP MEASURES MAY BE NECESSARY IN H1 ! I DISTURBANCE. I H1 7. NO GRUBBING OR BELOW-GROUND VEGETATION REMOVAL SHALL ORDER TO PROTECT AFFECTED STREAMS AND PREVENT 1. CONCRETE:4,000 PSI, TYPE 1/11 CEMENT 3. CONTRACTOR SHALL DEWATER AREA BETWEEN DAMS AND ENSURE OCCUR WITHIN 50-FT. OF TOP OF BANK. GRUBBING IS ALLOWED VIOLATIONS OF WATER QUALITY STANDARDS. `�w 11 11w// j 2. GRADE 60 REINFORCEMENT ASTM A615 TIGHT SEAL OF DAMS PRIOR TO TRENCHING. CONTRACTOR SHALL BE FOR TRAVEL LANE, TRENCHLINE, TEMPORARY BRIDGE 15. REINSTALL 12-1N. COIR LOGS ACROSS TRAVEL LANE ON BOTH ��Q.�� •01,,'�i� 3. ALL#5 BAR(WALL, WINGS, APRON, & FOOTER) RESPONSIBLE FOR PASSING WATER WHICH IS TO BE FILTERED INSTALLATION, AND/OR SAFETY CONSIDERATIONS. SIDES OF BRIDGE AT THE END OF EACH WORKDAY. ' FESS/O ' '�' !► 1:_ --------`----------------------------------------------- 1' 1' ---------------------------- -----------1-------- THROUGH A FILTER BAG PLACED IN CONJUNCTION WITH- 4. POUR 6 INCHES OF CONCRETE BETWEEN THE 8. CONTRACTOR TO CONDUCT WORK "IN THE DRY" CURING LOW 16. OWNER'S DESIGNATED REPRESENTATIVE TO ASSIST IN .��- ~;�A� TWO WINGS TO CONNECT THEM APPROPRIATE SWPPP MEASURES. DEWATERING PUMP(S) SHALL BE FLOW CONDITIONS. LOCAL WEATHER CONDITIONS SHALL BE DETERMINATION OF WHETHER BYPASS PUMP OR BYPASS a 03 320 HP LEFT WING HP RIGHT WING PLACED WITHIN SECONDARY CONTAINMENT. MONITORED IN ORDER TO AVOID ANTICIPATED RAINFALL EVENTS PIPE STREAM CROSSING METHOD IS TO BE USED. ' V. 4. SCREEN PUMP INTAKE(S)TO MINIMIZE ENTRAINMENT OF AQUATIC DURING, OR IMMEDIATELY FOLLOWING, CONSTRUCTION OF THE MAINTENANCE NOTES LIFE. PLACE PUMP(S) INTAKE IN SUMP HOLE/POOL UPSTREAM OF PIPELINE WITHIN THE STREAM. 1. AFTER CONSTRUCTION ACTIVITIES BEGIN ALL SEDIMENT AND e�o�`®Ric t;H. UPSTREAM COFFER DAM. PLACE BYPASS HOSE(S) OUTSIDE OF 9. TEMPORARILY REMOVE SWPPP MEASURES TO FACILITATE PIPELINE EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE , j1�4� it1 STREAMBANKS WITH DISCHARGE DOWNSTREAM OF DOWNSTREAM CONSTRUCTION. EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM COFFER DAM BEFORE COMMENCING BYPASS. TAKE MEASURES TO 10. CONTRACTOR TO CONDUCT WORK FROM THE STREAMBANKS PREVENT STREAMBED SCOUR AT PUMP DISCHARGE THROUGH THE ONLY, CROSSINGS ARE NOT PERMITTED. BEGIN IN STREAM WORK IN EVENT OF GREATER THAN 1.0 INCHES OF PRECIPITATION USE OF AN ENERGY DIFFUSER. TAKE REASONABLE MEASURES TO THE MORNING, PIPELINE CONSTRUCTION AND RESTORATION SHALL DURING ANY 24-HOUR PERIOD. INSPECTIONS MUST BE CULVERT NUMBER OF PIPE DIAMETER PIPE LENGTH UPSTREAM DOWNSTREAM PIPE SLOPE PREVENT INTAKE FROM SUCTIONING THE STREAM SUBSTRATE. OCCUR WITHIN A 24-HOUR PERIOD TO THE FULLEST EXTENT CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON CULVERT ID BARREL BARRELS (IN.) (FT.) INVERT (FT.) INVERT (FT.) (FT./FT.) 5. THE BYPASS PUMP(S) SHALL BE OF SUFFICIENT SIZE TO CONVEY PRACTICAL. IN NO INSTANCE SHOULD PIPELINE CONSTRUCTION ALL AREAS OF THE CONSTRUCTION SITE. MATERIAL STREAM BASE FLOW. HAVE STANDBY PUMP(S)AND GENERATOR(S) AND RESTORATION EXCEED 48 HOURS WITHOUT APPROVAL OF THE 2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE uq uq ENTRANCE ROAD CONCRETE 2 48.0 170.0 2610.0 2598.0 0.071 CAPABLE OF HANDLING 100%OF ANTICIPATED STREAM BASE FLOW OWNER'S DESIGNATED REPRESENTATIVE. ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. e 11. CONTRACTOR SHALL ATTEMPT TO SEGREGATE STREAMBED ON-SITE IN CASE OF PUMP(S) FAILURE OR A RAIN EVENT. DISTURBED AREA WILL BE MAINTAINED IN A CONDITION CONTINUOUSLY MONITOR THE DAM AND PUMP(S) TO ENSURE SUBSTRATE FROM SUBGRADE, W PROPER OPERATION THROUGHOUT THE STREAM CROSSING. PUMP(S) 12. NO WASTES, SPOILS, SOLIDS OR FILLS WILL BE PLACED WITHIN THAT WILL PREVENT SEDIMENT FROM ENTERING THE WATER. z SHALL BE PLACED WITHIN SECONDARY CONTAINMENT TO REDUCE STREAMS,WETLANDS OR RIPARIAN AREAS BEYOND THE LIMITS OF POTENTIAL FOR FUEL SPILLS. DISTURBANCE. DO NOT PLACE TRENCH SPOILS ON BRIDGE DECK. v M M in in > 11 DOUBLE CULVERT CROSSING 12 STREAM CROSSING - BY-PASS PUMP v Q E 12 SCALE: N.T.S. 12 SCALE. N.T.S. cr of x u u u o ca Q m 0 0 ta 0 o La Z DEFINITION 0 L a A STRUCTURE DESIGNED TO CONTROL EROSION AT THE INLET OR OUTLET OF A CHANNEL OR z CONDUIT. 0 FLARED-END ; UJI o SECTION OUTLET PURPOSE L G O TO PREVENT EROSION AT THE OUTLET OF A CHANNEL OR CONDUIT BY REDUCING THE VELOCITY OF FLOW AND DISSIPATING THE ENERGY. O of W o o O CONSTRUCTION SPECIFICATIONS z O 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND a- ,�D�C� jC��C�( o GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY un W Ln W -- 6 Wa p OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED � O 0 SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. W 0 0 o � - 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON a 00 3. NON-WOVEN o OVEN GEOTEXTILE, SHALL BE A MINIMUM OF 8 OZ/SY AND MUST MEET DESIGN o Q o REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF PROPOSED GRADE a Z NON WOVEN GEOTEXTILE OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP 6-IN. GRADED NCDOT RIPRAP oaC A MINIMUM OF 1-FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE NON-WOVEN GEOTEXTILE. AGGREGATE BASE COURSE UNDERLAIN WITH 8 OZ/SY 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE NON-WOVEN GEOTEXTILE. y NON-WOVEN GEOTEXTILE 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. m FOR NCDOT RIPRAP TYPE 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY ; SEE TABLE BELOW WEATHER-RESISTANT AND WELL GRADED. Q 0 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE Z RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. ----�i; I i-3 i i--I t I�--s i i" `i w z 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY o p STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IN THE Q O N Q V z UPPER SECTION OF THE APRON. _ � 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. COMPACTED SUBGRADE V 0.4 MAINTENANCE , O W O p .cuU 1. INSPECT ENERGY DISSIPATER AT LEAST ONCE PER SEVEN (7) CALENDAR DAYS AND WITHIN 24 [•-i n. z 8 OZ/SY NON-WOVEN GEOTEXTILE W I_ HOURS OF A RAIN EVENT GREATER THAN OR EQUAL TO 1.0-INCH IN 24 HOURS. REMOVE SEDIMENT Q "' Z AND RESTORE TO ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE v MINIMUM MINIMUM MINIMUM HEIGHT OF THE RIPRAP. CHECK RIPRAP, LINING, AND OUTLET AREA FOR ANY DAMAGE AND REPAIR 04 a CY 0 o RIPRAP DSO NCDOT APRON UPSTREAM DOWNSTREAM DEPTH AS NECESSARY,AS SOON AS PRACTICAL. -4 ' V N w V {D} RIPRAP LENGTH APRON WIDTH APRON WIDTH {T} W z in a w N (IN) CLASS {La} {Wa} Ma} (FT) REFERENCE o (FT) (FT) (FT) N.C. EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, 2013.45 H v 10 1 28.0 20.0 33.0 2.0 Q a a 0 _z a o PROJECT NUMBER 213314 DRAWING NUMBER 13 ENERGY DISSIPATER 12 SCALE: N.T.S. 14 GRAVEL ROAD SECTION 12 SCALE: N.T.S. 12 13 s Amw TOP RAIL.65 X 1 5/8-IN.X 22-FT.SWEDGED GALVANIZED 2-IN. MESH ' TO BE TIED OFF NO MORE THAN 2-FT.APART 9-GA CHAIN LINK FENCE TENSION BAND(1 S-IN.O.C. MAX AND WITHIN 4-IN. FROM PIPE CAP(VARIES DUE TO mom TOP AND BOTTOM OF FENCE) LINE POST CAP BARB TWIST MANUFACTURING DIMENSIONS) 3-IN. O.Q. PIPE (TYP) TOP LINE CORNER POST EF 20 X 2-IN.X 8-FT. LINE POST GENERAL NOTES: 2016 AYRSLEY TOWN BLVD. SUITE 2-A 1. ALL FENCE COMPONENT MATERIALS SHALL BE HOT CHARLOTTE,NC 28273 DIPPED GALVANIZED STEEL. FENCE MESH SHOULD BE (704)523-4726 BRACE 2.0 OZ.GAW. ENGINEERING FIRM RAIL 2. BOTTOM SELUAGE SHALL BE KNUCKLED LICENSE NUMBER:F-0176 6-FT. 3. ALL LINE POSTS TO BE DRIVEN.ALL TERMINAL POSTS PROVIDE STEEL TIE WIRES SUCH AS END, CORNER,CURVE,AND GATE POSTS TO (2-FT. O.C. MAX) BE PLACED IN CONCRETE. STRETCH J, ON BRACE RAILS BAR 60-MIL DOUBLE-SIDED TEXTURED HDPE PRIMARY GEOMEMBRANE (EXPOSED) BOTTOM TENSION WIRE- LEAK DETECTION SYSTEM 3-FT. MIN. (TYP.) 8-FT. (MAX) 2-FT. 3-IN.MIN. 2-IN. MAX 10-FT. (MAX) 2.0 oz.#7 GAW. HOG RINGED f GEOCOMPOSITE DRAINAGE LAYER 2-3 FT. APART ----- 60 MIL HDPE SECONDARY GEOMEMBRANE CONCRETE EN 1 11=1 11=1 11=1 11=1 11=1 11=1 I I� 12 OZ/YDZ 12-IN. CASEMENT NONWOVEN ---� �--- 3000 PSI MIN. d 11=1 I I_I 11=1 I I=1 I I=1 I M I CUSHION GEOTEXTILE II,; 11,;,111,;,11I,;,111,;,1 MIN. 12INCH SOIL CUSHION LAYER THE QUARTZ CORP USA INDUSTRIAL BUILDING HINGE 797 ALTAPASS ROAD GATE POST EF-40 SPRUCE PINE,NC 28777 GALVANIZED 2-IN. MESH GATE POST EF-40 GALVANIZED 2-IN. 4-IN.X 9-FT. (828)765-8979 9-GA CHAIN LINK FENCE 4-IN.X 9-FT. MESH 9-GA CHAIN LINK FABRIC HINGE HINGE ��° Y �O TOP, BOTTOM AND BRACE RAILS A BRACE RAIL °S1 2-IN. EF 40 WEIGHT _� �® 0,�� 6-FT. 6-FT. q BEAL r , 1.60 LATCH 3-FT. MIN. '` BOTTOM TENSION WIRE- 3-FT. MIN. BOTTOM TENSION WIRE- (TYP.) (NP.) DROP 2.0 oz.#7 GAW. HOG RINGED ROD 2.0 oz.#7 GAW. HOG RINGED 2-3 FT.APART 2-3 FT.APART 12-FT. SWING GATE CONCRETE ENCASEMENT 20-FT.SWING GATE CONCRETE ENCASEMENT 3000 PSI MIN. 3000 PSI MIN. 3 9-IN. 12-IN, Lu J Q H Q 'Q LLI Z 15 CHAIN LINK FENCE m 13 SCALE: N.T.S. N a e 16 TYPICAL LINER SECTION 13 SCALE: NTS Of _ u u c Q m ANCHOR TRENCH BACKFILL: COMPACTED EMBANKMENT FILL o IN MAX 6" LOOSE LIFTS os 3' 1 G TYPICAL LINER SECTIONS 13 SCALE: NTS e 0 0 u Z o - H -I 11 HE E w � o 2-FT. IIII-III-III-i � w III-III-I f-fff -I I i-III- I I I z O 0 cd , -I =I I=) I ANCHOR TRENCH A - TOP OF SLOPE N -III-I I=1 I I-I Of ro M Lu N N N m O O Q ROUNDED CORNER o o Q o LINER SYSTEM EXTENTS AS 2-FT. G u SHOWN ON PLAN VIEW. O u v z 3' 16 TYPICAL LINER SECTIONS 13 SCALE: NTS o ANCHOR TRENCH BACKFILL: N Z COMPACTED EMBANKMENT FILL w Z -� IN MAX 6" LOOSE LIFTS Q - 0 � < m `w u Q u cv l L ~ IZ- a p pC pC O 0 O o N Z o _ -fff III-III-I e o d m A oc z Q z i I 1=1 11-1 11=1 I I � L o -I 11=1 I f=1 I !_I W z `- ui 2-FT. III-III-III-III ANCHOR TRENCH B - TOE OF SLOPE Q z o 1=IIIIII=III=1 Q III-1 I I=1 I I=1 ! v Q a ROUNDED CORNER Z LINER SYSTEM EXTENTS AS 2-FT. an a SHOWN ON PLAN VIEW. PROJECT NUMBER 17 ANCHOR TRENCH 213314 13 SCALE: NTS DRAWING NUMBER 13 13