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Home My WebLink About0403_AnsonLF_ModPh4Cell1_20220414From: Wilson, Donna J Sent: Thursday, April 14, 2022 6:13 PM To: Bivins, Nathan Cc: Sugg, William P Subject: RE: [External] Re: Anson County Landfill Phase 5 Site Suitability Hello Nathan, I don't have any objections to the minor modification at the Anson County Landfill. The modification involves a change in the naming and sequence of the cells. The next cell to be constructed would be in the southern part of the landfill, not adjacent to the current active area. The new cell will have a temporary sump, that will connect with a future cell. Please coordinate with Perry Sugg regarding the hydro portion of this area, and well and boring installation and boring abandonment. Thanks, Donna Do= J. Wilson Engineering Pro. act Vfanager, Solid Paste Section Division of Maste Management North C arol>_na.Department ofEn-viromnental Qualiry 919.707.8255 (Office) Donna_ ilson,,,?4deny_go Physical Address: 217 West Jones Street, Raleigh NC 27603 _-Mailiriz address: 1646 Mail esv-ice Center_ R,aleighN 27699 cw por�rce tc vrd from tips addmss is wb ct Jo 117e Akyffi CArollwp RUbkc FXcarn!s LawaW nw be cLsobsed to IturdA + From: Bivins, Nathan <nbivins@cecinc.com> Sent: Friday, March 11, 2022 3:47 PM To: Wilson, Donna J <donna.wilson@ncdenr.gov> Cc: Susan Reid<susan.reid@wasteconnections.com>; Tyler Fitzgerald <J.Fitzgerald@WasteConnections.com>; Haggard, Chris <chaggard@cecinc.com> Subject: RE: [External] Re: Anson County Landfill Phase 5 Site Suitability CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Donna, Hope you are doing well. As discussed in our Teams meeting last week, attached is the minor modification application for Anson Phase 4, Cell 1. Please let me know if you have any questions or comments. Thanks, Nathan Nathan T. Bivins, P.E. / Project Manager Civil & Environmental Consultants, Inc. 3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273 Direct Line: (980) 260-2113 - Mobile: (919) 280-3637 - http://www.cecinc.com Senior Leadership • Integrated Services • Personal Business Relationships 11A IAI Z Civil & Environmental Consultants, Inc. March 11, 2022 Ms. Donna Wilson Engineering Project Manager Solid Waste Section Division of Waste Management 217 West Jones Street Raleigh, NC 27603 Dear Donna: Subject: Minor Modification for Phase 4 Cell 1 Construction Chambers Development MSW Landfill (Anson County) Permit Number 0403 CEC Project 165-276 On behalf of Chambers Development of North Carolina, Inc., CEC respectfully submits this minor modification application for Phase 4, Cell 1. The modifications for this application include: 1. Modifying the Cell numbering to reflect the sequence of construction (See Drawing 1). 2. Modifying the base grades for the approved Phase 4, Cell 1: The base grades for Phase 4, Cell 1 will be raised to be compatible with the submitted Permit to Construct Application for Phase 5 (See Drawing 2). The vertical separation requirements per 1 SA NCAC 13B .1624(b)(4) have still been met, as shown on Drawing 2. The horizontal limits of the cell are entirely within the approved Phase 4 Cell 1 original limits. 3. In order to accommodate this compatibility with the Proposed Phase 5 cell, a temporary sump and associated features for Phase 4, Cell 1 is proposed (See proposed Construction Drawings in Appendix A, Drawing 5 and detail on Drawing 8). Please let us know if you need any additional information in support of this review. Sincerely, CIVIL & ENVIRONMENTAL CONSULTANTS, INC. A�' Chris Haggard, E.I. Assistant Project Manager Nathan Bivins, P.E. Project Manager 3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com LEGEND A J1 a 7 6 5 4 3 �� i ��4 V,� � �5 /(1(1 (II //,///��..-� // ( /�/ < `✓ ( ( \ 1 / ��\ s1 J �'/l/ �/ Cnw�l l+ Jr� I I ---------- r-I 6 \11 � �\ I ) l( /'��L"f', r.�� <�/ � r Lv,-... � —J �� 1 \�✓a �� c � S J :rr�rrrrrr�: j A� \� �i�//ii/'/ l\ \ \\�� \ J ��='��\ � `�� ✓� /iiii/i// � n `� _1 �� J 1 �1 � f� 7 `�/� � a �uf �i'% /�� J / / \ / ✓ / 1 / /J/,--J.� i � / // / i � y \\ t'1��L l \\\_- � i 11 � � ✓ -r � • r.*.•.•.•� .•.•.•.•.•. � % j�j %//jam/j �f J�� ,��Z� �Z✓ �� NORTH GR�EI{ / BROWN \ `mil l 1 ��\ �1\1 �l ) 1 L��f %i ��ii \1\ �� z - ----------: U ) t \\ r / �J flu) 7 / �l l r"\`\ \ �� ~/ \ ✓� �� \ �J 1 \j t %� \ d\\� S�J l c it l�l \ goJ, 49 / / // �_�=•`_-= J(( �j /r->� �/ \ 1 f 1 ) \ � ) �////r�' ,_.,. � \ �\\\ �\`�/%) �� , ,. � l ( ��.� v�f,,,�! ,/ �- _` �� ;t�'-��•��` II)I /I - ) \ / / l --- - \\ \ \n \ \ c-ac.� c / -�\\\I /1 i --- _ -\ \ \ \ \ (f / i"N Z 1. 1 < — �� \\\�( l------- ( < o _ \ / J 000�� 1 � J G� � r r- / I C \ I I \ s � I r �f 1 l I z J ( � s \ ✓ J I 1 / \ lool,/ / �ii/ �ii� ;r-�� ti•..-•_._. \ �/i ) �ii // � � �) 1�(I 1 111 / 1 Ifll I o J�-� `�ti-,.. �� - �-s_:-sra-;� PHASE 3 CELL 2 r �- / c / �� C /i�J1 ` 1 l \ III I 1 \ C�/1 \`�� -ILt��: 1 �S III If (r � �r/ \ (✓� \'ry��r��-.-,-,�".�r�� --------------------------------- / �- 1 n ( / I I ��. ,-� �,/� ��111�\\\\ <I I III J r � �� \ � �-..__ \\� z _ t��'-`` • � .. �.:-�� EXISTING f� r \�\\\ \ 1 ( I I I �J I\ �� I I � � � � t BA SIN 3- - - - - - - - - - - - ` / 1 I- - - - - - - - - - - - - - - � 1 I \ I( t� z.� _I ,� \ / \ �-, PHASE 3 CELL � } / - - `'=�-��.��` _ / / /�/� �' /ii �/ /i \� \„�1\�\ \ � .r`I 1 �. 1 — /////�� ✓ ��,� f_=,--.-- __— � /-�� 11 I I I I 11� 111 III (rti 1 � II � ` � ,� ,. / --- I - ,_\1 sAt s� f —�\ - /ii/� ��\\\ \ \\ \\\ \\ \ \ \ �-. \� `�1` \�- .:z.5 ...� L— A \ \ 1\l\ � /�/i/�i� / i/ !_�;�— � � 1 \\ `\1\ `' I I III I(I 11 I ((� -��r� \I11 II 1 ,�( �)� ✓� lI � ( l � � / — � — \\ \ \ /, \ J ��lll)�%)J) \y`1\\\l�\\ ( �/ 5�`�� `�5�=� o \\\\\\\\\\\��/j�l//�j // ��-- --��11 1\\\1111' �111)�llil illl(Il I II 111�Y lIS ,� /;�"�✓/ �/ / r �� _ � � � \ \\ \ /�J// /l l } �� /// / ( ) � J z<s f � � � / �—_ \ � 1 \ � ��• t � i,� � � J 1 � \ \ \111 \\ 1 /� � , __!ir///�-� \ i! 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EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED STORAGE AREA / / \ / ( I \ \\ i 1 I I �// / \ ~ \ ^ C r \ I II ( I \ } / \-" 5) I ( ) AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS IMC - ` \ �\ ' / `-� �/I �/- \ �1 1 ) > ( //`"' ( 1 � \ ��^\� � \\ \\�\ `-- �/�//; // J////// 1 I I ✓r � � / s ,r- / � � 1 \ I _ � v) 11 ��-`J JOB NO. 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY 18, 2017 & / EXISTING ACCESS ROAD OCTOBER 5, 2017. _ /ii �� \ \� \/ /\\� )\\\\\\\�//// /// (S J �/ ✓1 < r 2. LIMITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN/"� \\i��\ \\"-�` - ��`\� ( 1 1 / I II \� 1r 1'--1� \ \\ \ / \ �� // / / / ///1/ l � ,IIII / I / r / / I I I ((\ \\� \� � -, 1 ,. � / � DATED OCTOBER 17, 2017. "'\ � 3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: 3710644500J, 3710644600J, 3710645500J, 3710645600J. EX/STING RAILROAD 1 / / \ \ / / / / \O % ///, \ -\ \\ / l-/// EX/STING LANDFILL _ I _- /%/// GAS TREATMENT ARE4 4. JURISDICTIONAL WATERS OF THE US WERE DELINEATED (FLAGGED IN THE �� -��-� \ ,\ �\\\� y � /J �O � �-^ / FIELD), CLASSIFIED, AND MAPPED BY CWS, INC. ON MAY 3, 2018, MARCH �- \> \ \�� o �� //(�(rr �- l� I ) ) /\/r l \ \ \ \ J 20, 21, AND 27 2019.�f s) ) I I 1 ` J \\ \ I I 1 = rJ r �\ ( `C� �1 ? l\\� 1 ( �( j ��^ �`- it-r--\�\ i( PROPERTY LINE 300' PROPERTY BUFFER EXISTING STREAMS EXISTING WETLANDS 50' STREAM BUFFER 50' WETLANDS BUFFER 100-YEAR FLOODPLAIN BUFFER -300- — EXISTING MAJOR CONTOUR - - - - - EXISTING MINOR CONTOUR PHASE LIMIT/EDGE OF LINER CELL LIMIT - - - - - - - - - - - - - PROPOSED BASIN TOP/TOE EMBANKMENT SCALE IN FEET 0 200 400 BEFORE YOU SIC! CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAWI NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 ,`1A CA PkjR'��''�, Q SEAL S s Q39114 = IVN ®, 3-11-2022 0 cc U W zp CC d Z 0 OU) w _n- W w Lu I.L 2 0 LL 0 0 w w 0 0 U U Z Z 00 00 WW co co n w s s N N Q � V U N co }� N � Z ti � o � M N U o I_ a x o LL .E � U cn cv M 0 � N � o � � t W � a a� _y U O CD T Z M J cn W C� Q z 3=O a J � O H J a � ,� O LL C.) zaz� J J m Q O ;0-CL z W H G ~ W z oWp'0 cnavz V / m za O W _ z U a c~i z n o r a J } a W m Z m o LLI Y F_ Q w 0 U c = U o 0 cm T J Q Lu DRAWING NO.: 1 7 6 I 4 I 3 U 8 I 7 6 5 4 I I I) , / � , � ---'--•._...r��/l S / // / / j//�/'// �� / � \\ I 1 1111�111111 ) �111 I1111 11\IIIII I I I I I 1\\ 1 1 I I l 11 \ / 11 I \ 1 I I 1I111I1\\1\1111I\ I 11 11 1 I / ///"�_/ /��i �� -�L,/ /i I\I1 IIIIIIIII I111 \11\ III1111I1 1111 11 t ) / I 1 L_/ NORTH\\J• / / % �/� ; —� Y � / - � IIII I I I II I I I I I I I IIII IIIIII I IIII I I ( � / / r/ �__�\�C,.f �3" �>1C� l' / _ I \ IIIIIIIIII I IIIIII IIII II I I I I1 II)I IIJ��r/�.r 1 / / j` _ -v \j N� \\ ,\ (� f/ �, ►/ I I I I IIII I I I I I I I I I I I I I Ilr` II\I 11(� �) / / I ( \ J III II I I I"'III I I I) l �`�lll I I IIII IIII j / / �J )1�/ I II I II I II II II IIIIII II ll/l� lIlI IIIl IIIII IIIII IIIII IIII , III rIIIIlIIIIIII�IIIIIlIIIJ/III / I I/// / G J / , \ `— 1 ►, \ o j/ ti )II I II I III I IIIII►) 11 llI I j p , I �; / � 11► I I I IIII I 1 1 �, � � l/ %_ J // �� ( ) i � III I I I I I I► I I I I I I I I I I I I I \ I I lI II / 1 ( / 1"' IIIIII ► I I ► ►' I '' IIIII ' ' ' I' '' I' ' /' / // f / \�� JlI,I / I ( � / � / ��-, � / �„) I k°Q. � / � (r II►I IIII IIIIIIIIII l\\I (IIIIII II` IIII IIII I I / I I \ j /--_—//'l/,�� J pp 1 y f 11�1 %1/I��j/(/ I lj / r\I��// �f ��„/� \IIIv/// �� % } �llJ/rill//J/Ill !IIII/IIII///IIII \ 1 /l/ I (l 111 I I„ ,, I� I 1 1 \ ► I ►III , , l �, off' > II ► I I\ I ► / / >/ I 1 /� C� kx k r/ i(�I I I I (I I (III /IIII IIII I I, I I I I I I (I I 1 1 IIII III j III I11 III I I I I I 111 / ( �\ / .✓ / / � I � /�S } �"-�/// / �� s- / � J'/�i-%/'�j/ �ii 00 ��///� J//�/J /////�j,/�j/ /////�✓ I l / / / } / � � / // ////jj//—J/�i/� //� //� ✓ / / �� '� ' / EXISTING PHASE 1 LANDFILL / / / \ a� / i / i� �/ �!/ S//—/// //� / l //� 10 // / / / / ,� _ _ _ _ _ /r//� / /i / / // // _ _ _ _ _ — \ \�/J=ti /i�� I > ) J / (�/IIII -EDGE OF LINER ' l • / / // IIII' I I l / � � � � \ \ �/�_ / � � / =/// / � / V / / / ll/ � — / / / // \ C� r l ( J / / / / III �.—� I I I 1 / ooy l 1 E l// I l I / / I / �/ ` J I l \ ` \\ \\\ \ \\ I I l l \ \ \ \ (�\' \ \\ \ \ \ \ \ \ \ \ \ \ \ \\>K\ \ l f \ l ��\\ 1 \ \ \\\ \\ \ \ \ \\ \ \�` EXISTING PER/METER \ J L \\ \ �1 \ \ \\ \\ \ \ \\ \ \ \\\\ \ \ \ \\\ \ \\ \ \` \ \ \` ACCESS ROAD w z O w J w 330 A z O w J w 325 320 315 310 305 300 295 290 285 280 275 270 265 260 PROPOSED EDGE OF WASTE PROPOSED PERMIT MOD LEGEND EXISTING CONTOUR MAJOR — - EXISTING CONTOUR MINOR - - EXISTING UNDERDRAIN PIPE EXISTING ACCESS ROAD EXISTING LEACHATE FORCEMAIN EXISTING 100-YEAR FEMA EXISTING WETLANDS EXISTING EDGE OF LINER EXISTING STREAMS CONTOUR MAJOR CONTOUR MINOR SILT FENCE S F EDGE OF LINER —— DRAINAGE DITCH —► - ------- TACK -ON SWALE STORMWATER PIPE PERMITTED LIMITS OF DISTURBANCE — LIMITS OF CONSTRUCTION — TREE LINE NA GREEN MATTING WITH 7 DAY GROUNDCOVERSCALEIN FEET 0 100 200 0 0 0 0 _0_e +oo 1 +00 2+00 3+00 2-2 PROFILE SCALE H:1 "=50'; V:1 "=12' 330 325 PROPOSED EDGE OF WASTE 325 320 PROPOSED PERMIT MOD SUBGRADE 320 315 � 315 310 31.0 305 \ 305 EXISTING PERM/TIED 300 PHASE 4 SUBGRADE EXISTING PERM/TTED GROUNDWATER 300 295 295 290 290 285 / EXISTING PERMITTED 285 280 280 275 275 ` / BEDROCK 270 270 265 — — F265 131 to Lo _0_9 + o 1 +00 2+00 REFERENCE 1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC JOB NO. 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY 18, 2017 & OCTOBER 5, 2017. 2. LIMITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN DATED OCTOBER 17, 2017. 3. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: 3710644500J, 3710644600J, 3710645500J, 3710645600J. 4. JURISDICTIONAL WATERS OF THE US WERE DELINEATED (FLAGGED IN THE A FIELD), CLASSIFIED, AND MAPPED BY CWS, INC. ON MAY 3, 2018, MARCH 20, 21, AND 27 2019. 3+00 4+00 5+00 1-1 PROFILE SCALE H:1 "=50'; V:1 "=12' 6+00 0 7+00 0 8+00 0 9+00 0 9+90 w z O t— w J w 325 320 315 310 305 300 295 290 285 280 275 270 265 260 4+00 4+41 z O w J w BEFORE YOU DIG( CALL 1-800-632-4949 N.C. ONE —CALL CENTER IT'S THE LAW( NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 cc U LU zp I= z O U w w � (n Lu co m J 0 z Z 0 U Z 0 0 w W N w O N O 0 CU c) I..I cm co •� Z N +� n 0 M � O cc ri 1 �N 1 o co a) E t o 111 t� -- L s cn W n U 1. 1 > c � 0 � N 0 .> 0 � c a W O a O • p-4 n M Q Z J O J QQ` ♦Q V r Q Z J 0mJ0 J LLcnLLa OJZU Q Z W 1= F. J F- aZZO OOOZ wUZZ W0a0 M— cl) CI) mO W Z Q W cc nn W Q 2 U z L l0 0 Q U� LL Z m p0 m o IllZ Y 0 LLI 0 0 cf) 0 � Z � �0 U cLu cm N m a C n r Q CAI#Q o m a w cn w 0 SEgL 939114 w ~ o c7 o -"Icr ° C a DRAWING NO.: IV % 3-11-2022- IN, 8 1 7 1 6 Appendix A Civil & Environmental Consultants, Inc. VICINITY MAP 0 w .5= SCALE*9FEV PREPARED BY Weaver Consultants Group 6420 SOUTHWEST BLVD.. SUITE 206 FORT WORTH, TELAS 76109 (817) 735-9770 (817) 735-9775 (FAX) NCBEES LKMNSE P-2314 PHASE 4 CELL 6 CONSTRUCTION PLANS ANSON COUNTY LANDFILL ANSON COUNTY, NORTH TH CAROLINA DRAWING NO MARCH 2022 INDEX TO DRAWINGS DRAWING TITLE RBI]SI0N NO DATE 1 COVER SHEET 0 03/2022 2 GENERAL NOTES AND SYh190LS 0 03/2022 3 SITE PLAN 0 03f2022 4 EXCAVATION PLAN 0 03/2022 5 TOP OF PROTECTIVE COMER PLAN 0 03/2022 B CERTIFICATION PLAN 0 03/2022 �g 7 CER 1RCATION POINTS 0 03/2022 8 LINER/LF/w.MTE COLLECTION SYSTEM DETAJLS 0 03f2022 � 9 - UNERfLEAC1-IATE COLLECTION SYST DETAILS 0 03/2022 10 LNERf LEACMTE COLLECTION{ SYSTEM DETAILS 0 03/2022 11 EROSM COMML DETAILS 4 03/2022 12 BASIN 9 PLAN 0 03/2022 13 sASIN DETAILS 0 03/2022 SITE MAP 14 BASIN DETAILS 0 03f2022 15 BASIN DETAILS 0 03/2022 .0 20M 40m 16 SEEDING SCHEDULE 0 03f2022 SCALE NFEEY PREPARED FOR CHAMBERS DEVELOPMENT OF NORTH CAROLINA# INC. ISSUED FOR CONSTRUCTION �r ti SEAL� 4 + 051678 ; l f ive t GENERAL NOTES: 1, ALL WORK AND UATEptAL5 UM TFIS OOMPAACT SPALL. BE PERFORMM IN AOCOfMW£ MNTH THE PLANS AND PROJECT SPECIFICATIONS 1N THE EVENT OF A 0ON7FLICT WITH THE PLANS AND PROJECT SPECIFICATIONS. THE SPEK 10NS S IkU_ GOVERN. 2. THE LOCATIONS OF E*STM UNDERGROUND LRIE.ITIES HAVE NOT EIEEN4 LOCATED BY TIME OWNER OR HIS REPRESEWFATNES_ THE 90NTRACIFOR SHALL IDENTIFY AND LOCATE UTILITY LINES. MONITORING WELLS. GAS PROBES. 9UR&Y MOAJLENM AND OTHER NFJUW STRUCTURES PRIOR TO PERFOf40NG WORK- UnUTIES, MONITORING WELLS, GAS PROBES, SURVEY MOAIINFIRS AND UTTER NEARBY STRUCTURES SHALL BE PROTECTED FROM DAHHGE DURING THIS WORK. ANY DAMAGE T4 UTILITY LIES, LIKTTORHIG WELLS. CAS FROBES SURVEY MONUMENTS. AND OTHER NEARBY SERUCTRR£S SHALL BE REPAIRED BY THE CONTRACTOR Al NO A110ITFONAL COST TO THE OWNER. COSTS ASSOCIATED WITH THESE (REPAIRS SHALL INLLITDE THE ACTUAL REPAIR COSTS AND ALL QLGIK'MW G COSTS REQUIRED BY TIE QNCINEER TO COORDINATE AND OBTAIN REGULATORY APPROVAL OF THE REPAIRS. 3 THE HORUONTAL AND VERTICAL CONTROLS FOR THE PR67ECT WILL BE ESPBLISTED FROM THE PERMANENT CONTRCL MONUMENT. THE COORDMTE SYSTEM IS BASED ON A S774.TE PLANE OOOR-0fN1E SYSTEM COORDNATE INFORMATKN! IS BASED ON BEST AVAILABLE INFORMATIOR_ THE CONTRACTOR SHALL IDENTIFY ANY DtSMPANCtFS PRIOR TO PROCEEDING WITH CONISTAi1CFK*L 4. E4STING CONTOURS AND ELEVATIONS PFK 8ED BY FIRLATE7K. LTC. CODEIED FFM AERAL PHICTOWIAPHY FLOWN 01-12-2021. OURRENT [KRXW ELEVATIONS MAY VARY FROM TM05E SHOIIN DUE TO SITE WORK TENT HAS BEEN PERFORYEO SWCE THE AERIAL WAS FLOWN. THE CONTRACTOR SHALL REVIEW THE WlAL StNNU PRA;WWO 13Y THE OEHEJR POOR TO THE START OF EARTHNWIOM 5. ID LY INNOF7JUNG OPERATIONS WILL W C*GO04 AD46COEE TO THE PROPOSED CONSTRUCTION AREAS_ THE C>3ELTRACTCR SHALL COORDINATE ALL WOW WITH THE LANDFILL ILA ASM SO AS NOT TO NTERFEETE WMRI ONLY OPERATIONS. 5. CONTRACTOR SHALL SUBMIT A SCHEDULE TO THE OWNER FOR REVEW MM APPWhkL 72 WARS PRIOR TO CAfLUCTING CPERAATKM TWAT MAY AFFECT OPERATION OF LANDFILL ACCESS ROAR 7. EXCAVATION BY 'BL SING: LRIpETR ANY CP:ULNSTANICES IS NOT ALLOWED ON THIS PRO;= UNLESS APPROVED BY TM$ TWINER. B. GRWNUKATERR AT THE SITE WILL VARY DEPENDING UPON ROMALL AEA SIIERWACE COFWIIK*M GWI!ECHP0Z: 1 ENCdNEflRING REPORTS AND GEOLOW L STUDIES COPITABMNG SM AND- GFKXV UTEFL CONDRTONS WILL RE AVAUd3LE TO 'FIE ODKTRACT13R FOR REVIEW AT THE LANDFIE OFFK:E_ CS)"IDWAIIR LEVELS SHD N ON THE LOGS DF BORINGS ARE BODILY AN AAIGAT}ON OF GRIM HATER LP415 AT THE EWE OF DRALLM THE BORNIGS. IF IS ANTICIPATED THAT M CHED WATER DO S MAY BE ENCOUNTERED IN CEIRTAJNI AREAS OF OF THE E9CJ"TIOIN T0.9aL 9. THE CONTRACTOR WILL REW) E ALL STORUWATER FROM VATHUN THE EXCAVATION AREA. PRIOR TO OOIV ENNT OF OONGIRMTM AICTFMIE5. THE CONTRACTOR SHE PFKMlE fOR THE REIM& OF ALL STORLH4ATER AND IGROUNDWEATER 04COUNTERED DURING THE CONSTRUCTION PERIOD AT NEIO ADOTTKNAL EXPENSE TO THE OWNER. TO_ THE BOT70W OF ExrAWATION SHALL BE PFEEPAARED IN AODORDA10E WITH THE CAN+51RUCEIOH OUYALIFY ASSURANCE PLAN FOR COMPOSITE LINER INSTALLATION. t1. TEMPORARY CCt?5TFWFON SLOPES SHALL HOT BE STEEPER THYH 2HAV UNLESS OTHERWISE DIRECTED Ut THE OWNER. 12 TEM LIOPJiMM 4ElERM14ED FROM PREVIOUS LINER CERTIFICATION REPORTS. THE ACTUAL LOCATIONS OF THE SECDON TEE-NS %4ALL BE ESTABLISHED IN THE FIELD AMU VERIFIED 6i THE OYRER F AVAKABLE T3_ FMHED GRCIUNID ELEVATIONS SkIIA L IWIATCIH EXISTING I3RMND ELEVATIONS EXCEPT AS SHORN ON TIDE PLANS. ALL EKDESS SOT. FROM EXCAWAT10N AND GPADRIG SHALL BE PLACED IN STOCKPILE AORTAS OR OFF -TILE AREAS AS OESr-NA ED BY OYMER. TRANSPORT OF SOIL TO STOCKPILE AREAS SHALL BE CONIDLICTED SW' THE CONTRIIICTOR AT NCI ADORLONYL E)MiSE TO THE OWNER. IF WASTE S ENCOUWE REXF N D-doM TON, TIME OWNER SHALL BE NOTIFIED AND THE CONTRACTOR WILL PLAICE WASH N ROLL -OFF CONTAINERS PROVIDED BY THE OWNER OR TRANSPORT THE WASTE TO 714E LAN MUM WDMNG FACE. AS DIRECTED BY THE OWNER 14_ GEOTEOtNF1CAL NJESFIGATHM FEPORFS FOR THE SITE ARE AVAILA E fOR REVIEW AT THE LAM -ILL OFFMOF. THE CONTRACTOR MAY PERFORM ADOIRONL+L CEOTECFWICAL INN4ESTV4J)OiS. THERE SHRILL NOT BE AVIDITKKAL. PAYMENT TO THE CONTRACTOR FOR ADDITION& GEPTEpHINIG141 RNEMMTIONS. 15. CONTRACTOR STALL REMOVE ALL VEGETATION WITHIN THE OON!YrTWTION LOWFIS AS REWIRED TO CONSTRUCT TM PROJECT. ALL VEGETATION MAT BE Dt5 R ONS Tf A5 ONECTED Eh' THE OWNER. 16 THE CONTRACTOR SILL CONSTRUCT WERSM DIT+C1M STRAW ON ES OR OWES AS NEOESSOL" TO PROTECT THE NEW C(CAVAT£D ST31'TLON FROM SURFACE WATER INTRUSION_ ALL TEMP'QRMY AND PS WHEHT ❑RAIN6AGL FEATURES SHALL BE COXiTRUCTED N MMOM NCE WITH EPA NOTES (Oft STATE) RL701JgElE)I7& 17_ THE CONTRAZ" SHALL INSTALL AND UPON COUPLEION OF PROJECT REMOVE OR LEAVE IN -PLACE AT DIRECTION OF COHER TEMPORARY EROSION ARID SEDDAElfR CONTROLS AS SHOWN ON PLATS. SLION GONIPo0L5 SFIAIL BE PLACED AT LIMITS OF DtSTLH14 i AREAS. AT TOP OF DITCH BANKS. AND AT INTERMEDIATE LOCAT045 WHERE CONCENTRATED FLOW IS UVJ:1Y_ I& 11-E CONTRACTOR SHALL CONSTRUCT AND UPON CUMPIEIIDIN OF PROJECT MIOVE TEMPORARY CONSTRUClM ACCESS ROADS SUCH ROADS S1W.L BE LOCATED AS APPROVED BY THE OWNER. DRWIA E PATFEI#{5 SHALL! NOT BE BLOCKED $Y ROAD CONSTRUCTION. CONNTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND YAINTEF3VA[£ OF TEMPOIdAHY COOLKX STRUCTURES INFCLUDNG CMV S A5 NMED TO FACILMATE NATURAL D1L 9 E AT NO JIDOILIONYL COST TO THE OWNER. STANDARD ABBREVIATIONS CCL CL DIA DWG ELEV FL FML FT GNd GCL GP HOR12 ID IN LLs LF MAX MITI M91 MSL PO P1 PZ R QA/OC TEMP 11p VERT USBR W/ COMPACTED CLAY LINER CEUTERUNE DLAMETER ORAWA'ING ELEVAT-VM FLOW LINE FLEXIBLE MEMBRANE LINER FEET .MOUND GEOSYN[THEFIC CLAY UNER GAS PROBE HIGH DENSITY POLYETHYLENE HORIZONTAL INSIDE DIAMETER INCHES LEAECRATE COLLECTION SYSTEM UNEAR FEET MAXEHNUM MINIMUM MONITOR WELL MEAN SEA LEVEL POINT OF KrERSECTION POINT OF VERTICAL INTERSECTION PIEZOMEFER RADIUS QUALITY ASSUIRMCE AUD QUALITY CONTROL TEMPORARY VERTICAL UNffED STATES BUREAU OF RECLAMATION Wmil SUBCRADE FILL: IN ACCORDANCE WMi SECrH3N ZZ1_Z SU GRADE CAfGT1wnaN OF THE COAA PLAN, AFTf3R EXCAVATION To SUMUDE ELEVATION. THE SUBGRADE S TO BE P OOF-RIOLLE4 VAIN L6aDEF7. RUBBER TIRED SCRAPERS OR ECIUNWLE[+1F_ UNSTABLE RHEAS TO BE IDENTIFIED CURING iROCF-RCLUNG AND RE11ah'ED. FOOM 6 MATERIALS WALL BE REPLACED WOH STRUCTLVAL FILL STRUCTURAL FILL: STRLLL;TURAL FI_L MATERIALS A7 HIN& THE CUSSIFKATI N OF SC, SP, STL SW, CH, CL. MIT, OR IL. THE STRUCTURAL MATERIAL IS TO BE COMPACTED N M4XUM 12-NCH T4CK LOOSE UF15 AND COMPACTED TO 95 PERCENT OF THE MAXIMUM MY DENSITY AS DETERiINIM BY THE STANDARD PROCTOR AT +/- 3 PERCEI€T OF THE OPNMIIW MOISTURE CONTEND (ASfLI DMI AS NOTED W SECTION 2.2.1.2. OF TIE CCIA FLAN. SEE TABLE 2-1 OF THE C6k PLAN FOR STM)MRIL FILL TESTM F041111RJEilENTS. COMPACTED FILL: FHE CONTACTED FILL LIATERI L WILL 4005F OF GRANULAR AND/OR CIJFESIS IJATah&S WHICH ARE FREE OF DEBRIS, POCKS CREATER THAN 2-!NOES IN DLA4=T PORT MATETYLS, FR02EN MATT_RWLS, FORM OB,ECTS, OROAJNCS, OR OMHFR N1QETEIRIOUS MATERIALS THE MAXLWUM Lot} SIZE SHALL BE 3-NICHES. THE CONTACTED FILL HAR m. WILL BE PTAcED W C>3NTROLL.EC LIFTS AND COMPACTED BY REJSONAaE LEA7N5 TO CREATE A STABLE SIMACE/FILL COMPACTED SOIL LINER: COMPACTED SOL LINER To CONSIST OF Lf1M' PERMEABILITY NATURAL OR AMENDED SAIL LINER M4TERLAL THAT RAS A UASSI (CATION OF CL, ML. iJK CK OR SC N ACCORDANCE WMi ASTM D2497 AND AN IN -PLAICE COkNMTED SATLRATFD HY➢RAuuc CONWCihNTY EQUAL TO 0R LESS THAN 1x1ff CMjSEC_ THE SJOIL USED FOR LINER 60NSRRLI7IION SHALL ALLOW CTEAkTE R THWI 30 PfTRCEMU PASSAGE THROUGH A NO. 20D SIE E AND RETAIN NO MORE THAN 5 FIERCENT ON A NO. 4 SEVE IN ADCORDANCE WRH AMU D424. THE SIDE SHALL BE SUBSTANTIALLY FREE OF STONES OR OTHER PARIKXES CREATER THAN 0.5 NOES N DLENSION AND HAVE A UOLHD LIMIT EQUAL TO OR GREATER THAN 25 AND A PLASTICITY INDEX GREATER TRAM 10 BUT LESS THAT 30. COMPACTED SM LINER LETS TO RE PLACED BN UNIFORM LIFTS THAT DO NOT EDaC1M 6 INCHES IN THICKNESS AFTER COIPACTON Arm ARE COLIPAACTED TO AT LEAST A 95 PERCENT OF THE MAIDWIJM DRY DENSITY AS IDETC iIMMED BY THE STAKIARD PROCTOR Will D69 )} THE MOISTURE COMEiNT WRING 0DWA.CT10N1 SHALL RANGE FROM +1 PERCENT TO +4 PERCENT OF THE OPTIMUM MOISTURE CONTEXT AS DIETMANED HY ASTYD-69& STANDARD PROCTOR. THE SM LINER TO BE CONPACTED ATTH A SHEEP'S FOOT COMPACTOR WITH A PEG LJ70GTH TMT V&L FULLY PETNLTRATE 'THE LDIN PER EABILITY SOIL L1FI5. N-PEACE VENSFIN AM M015ELIRE CONREXF TEST' TO DE CONDUCTED UrIONG NUCLEAR DERSITY GNJGE MEIH00 OR DRIVE CiLNDEH wni00 AT A IANIILIN FREQUENCY OF ONE TEST PER 14.000 SQUARE FEET PER LIFT OF SOIL AS INOTTD IN SECTION 2.ZZ COMPACTED SOIL LINER OF THE CQA PLAN. PROTECTIVE COVER: AS WEED IN SECTION 7.2-1. OF THE 09A. PLAN, PROTECTEE COHEIR MATERIAL SHALL HAWE A CLASSIFICATION OF SW, SP. SM. OR SC: IN ACCORDANCE WITH ASTM D2457. THE LII ER SNSTEI1 SHALL CONSIST OF A 24-RNCH LAYER SOIL MATERIAL AND A COMPACTED SARMTED HYDRIUUC COP4)UCTMTY EOLLAL TO OR GREATER THAN 1.9YS0"'A CM%SEC. THE SOIL USED FOR PROTEGTP.IE CORE SHALL BE SUBSTANTIALLY FREE OF TpPSOtL. ORGAHCS, REF ROCKS LARGER THAN 1-NCH N DIIAMEIER_ THE PROTEMI'VE COSIER IS TO BE PLACED BY LIGHT. WIDE TRACKED EOUIPMERT. ONLY NOMRNL CCHPAGTION WILL NMI 74 6E APPLIED. p� # SEAL 5 UFO 1 f • �y }1 s j rrV Fri f�/ •Dais• 3Ito �?--I- SYMBOLS SECTION DETAIL INDICATORS DRAWING ON WHICH SECTION IS Cur. SECTION NUMBER 2 xs SHEET NUMBER WHERE SHEET NUMBER ON WHICH SECTION I5 cur SECTION IS DRAWN WHICH SECTION APPEARS: SECTION NUMBER SECTION 2 St`,i E t SHEET NUMBER ON WHCi SHEEP NLTJABER ON WHICH SECTION IS CUT SECTION IS DRAWN DRAWING ON WHICH DETAIL IS INDICATED: DETAIL NUMIEIM DErAvL NAME s 2 3 SHEET NUMBER WAHEF SHEET NUMBER ON WHICH DETAIL IS TAKEN DETAIL IS DRAWN DRAWING ON WIFI CH DETAIL APPEARS DETAIL NUMBER DETAL 3 SCAT E 2 3 SHEET NUMBER ON WJi M SHEEF NUMBER ON NOTCH DETAIL IS TAKEN DETAIL IS DFAW N PC N 15195.00 AR E 12685.00 CURVE 1WTW HORIZONTAL CONTROL: N 15195.00 CURVE RADIUS CAL -LOUT E 126&5.00 • BEGINNING OR ENDING CURVE NODE PT N 14995.00 E 1 2SB5.00 \CL BERM PVI VERTICAL CONTROL DESIGNATION STA 18+50.25 N 14995.00 E 12885.00 ELEV = 650.00 8 % GRADE Z 3:1 SLOPE DESIGNATION (HORIZONTAL VERTICAL) 3 1 f SLOPE DESIGNATION N 14995.00 OOORDINATE E 12565.00 WATER SURFACE (PROFILE) x 430 ELEVATION, FEET CWMVaff 0 2M2 WA Vt __CRT _ _ wow. ut. qt REM RUMPOM r� f r, bra BORROW SOURCE .�- f- f F'L•V5 � � � �i } ou r J ti +c ' it �+ �� l t Pi�YkSE 4�- 1 . �• . - r f ` P25-IODR f i �P2�lpo Al Pry- ; APP1ROXOM P25-sa PZ�2S5 .f ;,,-BAFFLES J r ` REFER in DRIiYANCS #AND 5 FOR I` "! !r r-- B fr EXCAVATION PLAN AND TOP OF 'r ' PROTECTNE COVER PLAN ram;! 1 o ? PZ5-20S Ijx- 3T PZS-3S ♦ - ♦ PZS`2S , % X A REFER TO DRAWING 12 FOR FOR BASIN 9 P _AN 7 LEACHATE FORCEUAIN + w AND ELECTRICAL CONDUIT TRENCH •� � � SfIE ENTRANCE�� SEE NOTE 5- LANDFILL GAS TREATMENT AEXISTING PHASE -2:-D-- - SWALE EXLISTING PHASE i� 1 , f N .� �., CAUTION- OOK RRACTOR TO FIELD IDENTIFY AND AVOID ALL LFG COMPONENTS Bk%N 3 FODWHWTOR TO TRENCH THROUGH ROAD OUTSIDE OPERATIONAL HOURS AEACHATE FORCE"N TO BE SLEEVED -WITH A 12' 16-GAUGE CMP UNDER - THE ROAD. TY9E STORAGE AREA� {>IidINTE}IJhlliCE BLKDIFA a x 1.c WATER SOURCE LOCATION i I � i � •y � I IIM i N 4B2000 •ofVl ss� o SEAL � t f I< � • I _ �^ a5s00D 5 r f 1 ti asaac� 4 051678 /* % 16 5 45 AC a NIX;' 4 0 Sop ow SCALE N FWT EEGENq} - APPROXIMATE PROPERTY LINE - — — ^ — - LIMITS OF WASTE PHASE BOUNDARY - CELL BOUNDARY - — — — — - APPROXIMATE 300-FT. BUFFER — - — - — -- APPTROMMATE 100-YEAR FLOCOPLAIN 28E EXISTING ODNTOUR ' 4609-' STATE PLANE GRID 320 EXCAVATION CONTOUR ]rt B-1 EXISTING ►1ONfTORING WELL%PIEZC)WETER TO BE ABANDONED {SEE NOTE 3} Q m EXISTING LFG EXTRACTION WELL EXSTING LFG COLLECTION PIPING COSTING CONDENSATE SUMP P4 E)=NG ISOLATION VALVE A EXISTING REMOTE WELLHEAD O� EXISTING LCR CUNNECTIDN EXISTING LCR CONNECTfON — — — — - EXISTING HORIZONTAL COLLECTOR IF EXISTING BLIND FLANGE EXISTING HDPE CAP - — — - DISHING AIR SUPPLY PIPING - - - - - - - - - - - EXISTING CONDENSATE FORCp1NN X PZ5-255 ❑IGMZED PlUOMETER OR WELL — — — PROPOSED FORCEMIAJN + ■ • • • SILT FENCE NOTES 1. EXISTING CONTOURS AND ELEVATIONS PROVIDED- BY FIRMATEK. LLC. 0I)MPILED FROM AERIAL PHOTOGRAPHY FLOYM 41-12-2021. 2. APPROXIMATE PROPERTY LINE, 3DO-FT. BUFFE3t, AND PHASEfCIE L BOU KDAWS WERE DIGITIZED FROM THE OVVZALL SITE FLAN {DRAMNG C1O0} AND GROUNDWATER WELL AND P1E20NETEI2 LOCATIONS WERE DIGITTZET- FROM THE TOP OF SUBGRADE PLAN (DRAVANG C300)FROW THE PHASE 5 PERMIT APPUCAT10K BY CIVIL A: ENVIRONMENTAL CMS✓JLTA.NTS, INC. DATED OCTOBER 2018. 3. MONITORhNG WELLS AND PIEZOMEIERS TO EE ABANDONED BY OTHERS AND IS NOT A PART OF THIS SCOPE OF WORIC MONITORING HELLS AND PIEZOMETERS WERE DIGITIZED FROM DAJRE 3, DETAILED SITE LEAP. DATED JULY 2017 AND DEVELOPED BY CEC, INCLUDED IN APPENDIX E OF THE PERWT APPLICATION ANSON COURTLY LAKFILL PHASE 5, DATED 12-21-2018. 4, GCCCS COMPONENTS ARE APPROMMATE. 5. CONTRACTOR TO FlELD IDENTIFY LOCATION OF EXIISTM FORCUAIN TIE-IN_ �A CFIAIf#iEL CL C14Jd1i1EL CL CHANNEL CL {� N 4,59556.35 - IN 459564.91 E 1651098-67 E 165111205 E 1651188 08 ELEV. 3� ELEV. 315.42 ELEY. 316.16 t 0 5o ioo -48" cup CULVERT � / ca SCALE >d FEET j CHANNEL CIL IN 459115.31 c+ a-12 �3 31 E 165,0561.88 v . LEGEN ELEV. 308.46 -- --- - -- - - --�- -- CHANNEL Ct ` N 459595.60 _ i _ LIMITS OF 'HASTE E 165121&22 CHANNEL CL. l --' �, • s 1.U°� w ELEV. 318 #4 PHASE BOUNDARY / J - _ - N ----- T�� - _ - B - ELEV. 317.64 2EC E 651336-34 { CELL BOUNDARY 6 -7 EXISTING CaNTORFR f CHANNEL CL d� STATE PLANE GRID rA rl rrr�i��L rf rTr �Tf � ti 3:1 jr E T65i3S135 3 EXCAVATION CONTOUR 3a \ l CHANNEL CL CELL BOUNDARY/ ` �-\ 4 ELEV. 317.43 -- _ DESIGNED TOP OF CLAY TOP OF SLOPE :--316---- LINER OONTOVR (SEE NOTE 2) CELL 6P OF SLOPE BOUNDARY/ N 459338 78 J CHANNEL CL CHANNEL CL H #59517.82 - - - f - 7E LINE N 459227.43� E 1650832 $# { E 165112&30 ' N 459596.56 H 45910T.T6 E 1650697.85 ELEV. 311.96 1 ELEV. M.86 E 1651421.0ff 1�� TIE-IN ZONE E 1-650597.53 i .' A'/ ELEV- 317.79 ELEV. 315.23 ELEV. 31CL23 / r / --- - . - _ fi { ry r PR4DSm PFORCEIAbJN C"ANNIEL CL � '#i , caL Bdur�onjrr � t Mw-sD Duc 4F-V PIE ow TEr� OR qTC" N 459079.43 TOP OF SLOPE %L BWNollARY CELL 9OIJNDARY ' E3d5T1NG MO[sTORING 'HELLS/ CKANNEL CLc E 1fi50677.35 N 459539.83 T SLOPE T4 B- 1 PIEZOWIEU RS TO BE ABANDONED 1 as �10 y E 1651197.98 N 45954&6,5 _N 165134100 65(SEE NOTE 3) N #5.46$&43 fLE+1. 3C36.03 �., � E 16505%37 t+ ELEV. 328.50 E 1651226.37 E 165134200 ELEV. 3013.22 \CELL BOUNDARY J ELEV. 33O SO ELEV. 331.08 f r FdPRAP LEACHATE uNE 42i,546 oi y?} �' CELL BdUNp ' _ _ -- U-1. 39 �� i f ,� N 459573.56 ' CELL BOUNDARY \\E307. - f E 16513M.98 1 IN 459592-59 t f E 165149&97 ELEV. 334.92 v EUEV. 297.81 PHASE 4 CELL 6 NOTES. A f w CELL BOUNDARY/i' 1f 1. E>6ST1NC CONTOURS AND ELEVARONS PRONGED BY 31 o f TOP OF SLOPE -CHANNEL C1 N 458922-51 `M *Lf N459588.71 - a FlR�IATElf LLC. COMPILED FROM AERIAL t 4 E 1656741.9$ ti O E 165T475.38 r o :' PHOTOGRAPHY FLOWN 01-12-2021_ ] f I, 3:3 ELEV 303.5# $ ' CELL BOUNDARY+ 2. PHASE 1 AND 2 DESIGN TOP OF CLAY LINER CONTOURS 1 1 1 L H 453415.71 y� y,� OBTAINED FROM FIGURE 1-PERMIT AIRSPACE LINER � i E 1651493-08 GRADES PREPARED 9ON Y CIVIL DESIGN SOLUTIONS, INC. TCtE OF SN 1 1 - CE1L BOUNDARY Yf ELEV.58 DATED 10-08-201& r � 1 LOPE v 458806.93 3. MON[TCRRIG YiEI.Ls AND PIE20METERS TO BE A8A1.160NED 1 E 1650034.66 y�'�. } : J. 3 BY OTHERS AND B NOT A PART OF THIS SCOPE OF WORK. ELEV. 311.58 r �,- _ MONITORING AELLS AND PIEZWETERS WERE DIGIITZED FROM FIGURE 3, DETAILED SITE WAP, DATED JJLY 2017 AND 48' CIIP CULVERTf DEVELOPED BY C£C, INCLUDEDaN APPENDIX E OF THE f PERMIT APPUCA11ON A NSON C"TY LANDFILL PHASE 5, DATED 12-21-2018. _ CJ4,4NFiEL CL ; ' 2AD� �N 458800.89 f `. CELL BOUNDARY/ �13 6}l! i- l rCt1L BOLWARY E 1650798.44 i ; TOP # 5NDA ELEV. 306.60 I, 3e[ 11 458762.95~ 3^ { 3z f f r E 1611.56 E 165A85.360 -~`-� EiEV. 302.35 f / I1 ELEV_ '521.67 y i4• y I I `1 f ti. I � PFkti6E 1 '0 J CAUTION: CORTRACTOR TO FIELD IDENTIFY AND AVOID GROUNDWATER 'BELLS VN�NRR L 2= wwm vmum n5 Qww LLr, ILL ft;Fff5 NMDNM 6 SO 100 SCALE IN fEET €yEN LIMITS OF WASTE PHASE 84UNDARY CELL BOUNDARY r 26C DVUNG CONTOUR ?5K-)C STATE PLANE GRID 324TOP OF PROTECTIVE COVER CONTOUR ----336----- DESIGNED TOP OF CLAY f UNER CONTOUR (SEE NOTE 2) { - - - -a* - LEACHATE UNE f f i ZZ72Z1=7== TIE-IN ZONE PROPOSED FORCEMAN 5 X WW-80 DICM2EO PIEZOAIETER OR WELL SEEDINGAMSION OMML MATTING SILT FENCE }# RIPRAP 48' CAP CULVERT ter---f - - J/� VY, NOTES_ 1. E}&ST1NC CONTOURS AND ELEVATIONS PROVIDED BY FIRMATEK, LLC. COMPUM FROM AERIAL PHOTOGRAPHY FLOWN 01-12-2021. 2. PHASE 1 AND 2 OESM TOP OF CLAY UNER OONTOORS OBTAINED FROM FIGURE >-PEFWIT AIRSPACE UNER GRADES PREPARED BY CIVIL DESIGN SOLUTIONS, INC_ DATED 14-08-2018. 3. CONTRACTOR TO AE1D IDE31T1FY LOCATION OF E]aSTING FORCEMAIN TlE-IN IN THE PHASE I AREA NEAR THE LEACHATE STORAGE AREA. ACCESS ROAD AN D TRuCK PAD IN FORMATION POI NT NO. NORTHING EASTING O EVAT10M jFT-M5Q RI 458724_S4 i650Ii,21.39 MATCH EasnNG R2 459TM21 1650767.96 314.00 R3 458842.66 16506fii96 314_10 R4 4590i5.6.1 IBSU577.66 314.00 RS 459057.56 16SD53&.90 314,00 R6 459102-16 IES0521-59 314.00 R7 459140-M 165053&8S 314.13 RB 45915JE65 1650557.�7 314,51 R9 459205,77 16S0623.35 314.41 R11] 4592&3.15 2650693.79 322.57 R11 459305-M 365D684.36 322,57 R12 459226.25 165D745.55 322.57 R13 4592&7.45 1650624-64 324.60 R14 45936 Se lF5076345 324_60 R15 4S9354.67 1650772.63 324.EU Rlb 4593W W IESW97_46 324.60 R17 4594$1.S+T i6SD938.50 32230 Rib 459S&229 i651079_54 32D.00 Rig 45965&.57 165117$50 MATCHEIOSTINC, DovMa;rt 0 2M rwEc CWLV-� wak, uc. +u marts rim 0 50 1cG SCALE IN FEET LEGET FD — — — — — LIMITS OF WASTE PHASE BOUNDARY -- CELL BOUNDAW 2`c, EXISTI"G CONTOUR cvP= %3 STATE PLANE GRID 3e20 EXCAVAT10H CONTOUR —f — — — LEACHATE LINE ZZ= ='27 ZZr, 71E—IN ZONE X mw—w DIGITIZED PIEZGNEiER OR WELL CEF IFICATION GELID x POO CERTIFICATION POfHT NOTE&- !_ E)GSTING CONTOURS AND ELEVATIONS PROVIDED BY RRMATEK. LLO. COMPILED FROM AERIAL PHOTOGRAPHY FLOWN 01-12--2021. 2. REFER TO DRAWWi3 7 FOR CERTIFICATION PCENT INFORMATION. v;1VkAtIll "If f fs pe 14 _CA, 9 ! ASS fy s SEAL ` 051678 r� 4 r � oz IA /�4 /fir if 1J= y1'�y�r��4fV�ffy`M�� 3 1 tofa,-L- MP F9CW 0 Y.= 76NR ONCU 4M GIOF. = &L R91M gym. CERTIFICATION POINT INFORMATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION POINT NO. NORTHING EASTING POINTNO. NORTHING EASTING POINT NO. NORTHING EASTING POINTNO. NORTHING EASTING POINT NO. NORTHING EAST] NG {FT_MSO {FT_MSL� {FT_ 0 (FT-MSL) (Fr-MSL 100 459104.18 1650587.14 315.01 132 459517.92 1651129.30 328.86 164 459300.00 1651486.23 301.63 196 458835.93 1650900.00 312.49 228 459200.00 1651336.46 323.61 101 459107.1E 1650597.53 317.23 133 459544.33 1651200.00 328.72 165 459300.00 1651476.21 301.89 197 4589W.00 1650900.00 312.28 229 459167.89 1651300.00 322.69 1.02 459100.00 1650590.44 316.57 134 459540.24 1651200.00 328.64 166 459221.21 1651481.56 302.35 198 459792.95 1650853.60 321.67 230 45920D.00 1651300.00 322.59 1103 459100.00 1650603.18 314.16 135 1 459530.71 1651200.05 325.40 167 459200.D0 1651451.18 303.09 199 458S06.93 1650834.66 311.58 231 459200.00 1651200.00 319.78 104 459100.00 1650606.99 313.44 136 459545.65 1651226.37 M.SO 168 459200.00 1651433.71 303.56 200 458802.95 1650825.06 312.29 232 45910D.00 1651100,00 317.28 1105 459200.00 1650717.54 320.29 137 459567.61 1651300.00 330.87 169 459164.28 1651400.00 304.26 201 459850.91 1650800.00 309.65 233 459DD0.00 1651000.00 314.78 106 459186.43 1650700.00 319.94 138 459563.50 165130D.00 330.97 170 459176.49 1651400.00 304.33 202 458834.68 1650800.00 309.70 234 458998.85 16508MOO 309.20 107 459171.62 1650700.00 315.75 139 459545.18 1651300.00 330,50 171 459200.DO 1651400.00 310,51 203 4589W.DO 1650800.00 3D9.50 235 459100.00 1650800,00 312.D5 108 459200.00 1650711.01 320.12 140 459530.93 1651300.00 325.72 172 459100.DO 1651307.89 30637 204 458900.00 1650761.15 308.43 236 459077.64 1650900,00 311.73 109 459191.49 16507D4.00 319.90 141 459573.68 1651342.00 331.08 173 459094.49 1651300.OD 306.55 205 458900.00 1650748.41 308.08 237 45914D.00 1650900.00 312.36 110 459200.00 1650736.86 316.66 142 459544.98 1651331.31 330.50 174 459100.00 1651300.00 306.518 206 4%942.54 1650727.55 307.39 238 459100.00 1650928,04 312.45 iii 459268.85 1650800.00 322.47 143 459530.93 1651331.22 325.82 175 4591DO.00 1651290.42 306.84 207 458936.41 1650719.65 307.20 239 459100.00 1651000.00 314.47 112 459263.79 1650800.00 322.41 144 459577.50 1651385.M 330.92 176 459106.69 16513D4.00 306.62 208 458961.29 15507DO.00 307.83 240 459157.58 1651000.00 314.29 113 459300.00 1650840.26 323.50 245 459573.50 1651385.99 330.92 177 459024.70 1651200.00 309.09 209 45S977.42 1650700.00 308.29 241 45920D.00 1651100.00 316.97 114 459300.00 1650846.79 323.61 145 459552.23 1651386.D9 330.50 179 459036.89 1651200.00 309.06 210 4590M.00 1650682.17 309.87 242 45920D.00 1651053.01 315.65 115 459300.00 1650866.64 319.88 147 459579.94 1651400.DO 326.68 179 459DO0.00 1651164.61 310.52 211 4590DO.00 1650669.42 309.83 243 459200.00 1651000.00 315.48 116 459325.69 16509DD-DO 320.70 148 459575.88 1651400.00 326.81 1 ISO 459000.D0 1651147.14 311.20 212 459100.00 16507UO.0D 311.73 244 459200.00 1650900,00 315.17 117 459341.17 165090D.DO 322.98 149 4595557.96 1651400.00 326.48 181 459DO0.00 1-651115.81 318.03 213 459200.00 1650900.00 314.86 245 459300.00 1651DO0.00 318.29 118 459346.23 1650900.DO 323.04 150 459541.86 1651402.25 326.35 192 459000.00 1651100.00 317.59 214 459300.00 1650900.00 317.98 246 459300.00 1651100.00 313.60 119 459400.DO 1650969.50 324.93 151 459543.31 1651400.00 326.92 183 458954.91 1651100.00 313.14 215 459400.00 1651100.00 321.41 247 459237.60 1651100.00 316.95 120 459400.00 1650976.03 324.94 152 459541.51 1651400.00 326.33 184 458967.10 1651100.00 313.11 216 459500.00 1651200.00 324.54 248 459300.00 1651177.99 318.95 121 459400.00 1650996.50 321.09 153 459592.76 1651475.33 305.68 185 458984.89 1651100.00 317.63 217 459500.00 1651300.00 324.85 249 459300.00 1651200.00 319.47 122 459400.00 15510DO.00 321.10 154 459588.71 1651475.38 304.70 186 459079.74 1651200.00 320.15 213 459-900.00 1651400.00 325.1E 250 459317.61 1651200.00 319.41 123 459402.70 16510DO.00 321.18 155 4595992.59 1651495.97 297.81 187 459100.00 1651222.99 320.74 219 459500.00 1651407.12 325.18 251 459400.00 1651200.00 321.73 124 4-5 418.54 1651OM-00 325.55 156 459579.44 1651480.22 304.70 188 459100.00 1651200.04 320.09 220 459477.64 1651400.00 324.53 252 459300.00 1651300.00 322.28 125 459423.60 1651DD0.00 325.61 157 459580.50 1fi51485.84 298.17 189 458911.54 16511020.39 315.62 221 459417.28 1651410.40 325.01 253 459397.63 1651300.00 321.97 126 459500.98 1651100.00 328.19 158 459500.00 1651494.46 299.19 190 458900.00 1651021.33 315.53 222 459400.00 1651409.79 325.05 254 459000.00 16507D0.00 308.92 127 459495.92 16511DO.00 328.13 159 459500.00 1651494.46 299.39 191 458893.85 1651010.63 315.40 223 459400.00 1651400.00 324.77 255 458900.00 1651DO0.00 315.D9 128 4595D0.00 1651105.28 328.26 160 459415.71 1651493.08 300.58 192 45S940.00 1651014.02 315.48 224 459300.00 1651406.14 325.25 256 459000.00 16509DO.00 31L97 129 459479.71 1651100.00 323.65 161 459416.09 1651483.09 300.78 193 458885.12 165U=.00 316.02 225 1 459300.00 1651400.00 325.09 130 459500.00 16!5112&341 324.31 162 459400- 0 1651492.15 300.72 194 458888.28 1651000.00 315.12 226 459260.11 1651404.58 325.33 131 459505.95 1651134,071 324.50 1 163 1 459400.00 1651482.13 300.93 195 458815.33 1650900.00 318.31 227 459255.94 1651399.95 925.21 x-:A� NpTE: 1. REFER TO DRAVANG 6 FOR CERTIFtCAVON POINT INFORMATION. - r+ v7 SEA! 051678 - i t f 14 + !1 ❑ OWT Paraan FM ❑ Fan mwm,-, Puneosss ores CLAMBERS DEVELOPMENT OF sum tia r�nsmucna+ NORTH CAROUMA, INC. PHASE 4 CELL 6 CERTIFICATION POINTS WF �- w CAR '-:EffnF,O410X PO*rrSJ "`�,'1 ffSvm B, '''` ANSON COUNTY LANDFILL Weaver C01]Sl1 tuts GTOU�} Ah15Ot1 CdIIHTd, NdRTHCAROLIFlA FESUMD HCBEI_S LICENSE P-2314 WWW.WCGR P.CO M DRAWING 7 armoR a 1= NENAM um9Mans OWLF. Um, Al ra0M LC2 PERFORATED LEACHATE a a COLLECTION PIPE EXTEND 127 ABOVE 24-' PROTECTIVE COVER PROFTECTIVE COVER K > 1.900-4cm/s 2.0 2,-0' - 5'--O' (MIN) 8 07/SY NON -WOVEN 12" (44r�hP GEOTEXPLE FABRIC GEOTE XTIb DDUBLE-SIDED HEAT -BONDED - 2.M]X (MIN)DRiAINAGE GEOCOMPOSTTE (TRAHSMISSMTY X > 5x10 `Fri/sj WITH 8 OZ/SY NON -WOMEN GEOTEXTILE--BOTH SIDES -I HOPE GEOME BRAHE y 1y�l11rHerh A PREPARED SUBGRADE NATURAL-_� I , , ,_ $ INORGANIC SOIL OR COMPACTED C (MIN) 18" COMPACTED CLAY LINER tit •[ aV f ►r+y STRUCTURAL FILL COARSE AGGREGATE K G 1xi13-3cm/s �i Q`.•' Sid,, #+ AA51iT0 NO. 57 OR +O •i NO. 67 STONE REINFORCED GEOSYNTHETIC CLAY LINER + r"4 c tti' (GCL) K [ 1x1D-'� cm/s + i i NOTE � I SADGR� 7 LEACHATE COLLECTION SYSTEM Lc, PRIOR TOo TO BE EXPOSED 051678 PRIOR wAu`if PLACEMENT , s a L s f 4 2 # SCALE RI FEET s 30'--0' ACCESS ROAD 8" THM COARSE NCDOT f 4-67 2.crz 2.0% HOLES X"II HDPE PIPE PERFORATION PATIERN PERFORATED LEACHATEE C2 COLLECTION PIPE a a NTS r I to 13r1. TEMPORARY LEACHATE COLLECTION SUMP DETAIL RISER BULKHEAD AND FITTINGS COMPACTED 1 M COMPACTED FILL I R3 (SEE DRAWING 5)�/ > "� "-- EiA51 t! 9 3/8'a SS COLIPLING 1/2 # STAANLIESS STEEL BOLTS. WASHERS AND NLI7S (FYP_) AIR RI VALVE CUTL'T TD FORCEi.16JN 2" CHECK VALVE- 7 2- GATE VALVE -I J 2'd SOLID PIPE &ALL VALVE EV RRED NIPPLE SAMPLE PAR! 3/8'x3'0x3" LONG -cs EYE BOLT WITH SS NUT AND SS WASHM72 (TYP.) 1/8'o PULL OUF CABLE ATTACHED TO PUMP (PRCMDE W MIN. SLACK) 4' X fi" DUAL WALLHOP A SDR-21 SOLID VIAL. HOPE PRa'ADE HEAT TRNCIF{G AND FORCE"N INSULATION FOR ALL EXPOSED 2'10 DISCIAORQ HOSE PIPING. OR FLEXPIPE RISER BULKHEAD AND FITTINGS C5 N.TS. a 8 awVF43Hrt a 2iM WENO cgeo_vw.= smx. Lc .YL mans MEND. 11m: 1.1111110-G! L:IIssI az - td I is PUMP/FLOW METER CONTROL PANEL SPECS ATTACHED TO BID SHEET) 0 I 0 4-5' x 3C- HDPE U4A4L CONTAINED FUTURE CELL 8' Pvc BUTTERFLY VALVE TYPE 57 NBR PP PLASGEAR WAFER-\ STYLE ANSI CLASS 156 PVC BODY PoWro NITiiILE SEAT WITH 6' STEM EXTET+15L0N 2PC CARSONI STEEL 10'-0' 10'-0" (TYP) LINER TIE-IN HDPE END CAP NS'PECTIOH PORT ZONE 48' HOPE EmD CAP CONTRACTOR TO PLACE MINIMUM. OF 2 FEET OF COMPACTED FILL OVER PIPE J1'-0' RAIN FLAP 4'x8' PLYWOOD 71 z_ {3/8" THKK} O.7x 6" 7 � . "3-,0'-- COMPACTED FILL I PREPARED SUSGRADE NATURAL INORGANIC SOIL OR COMPACTED STRUCTURAL FILL BUNLA-N FULL FACE GASKET GALVANIZED OR ZINK PLATED NUTS, BOLTS AND WASHERS 6' EIIA SDR-17 SOLID LEACHATE COLLECTION CLEANOUT PIPE DUCTILE IRON BACKUP RING HDPE FLANGE ADAPTER BLEND FLANGE cs N.T.S. ! ! PVC BLIND FLANGE 12' DLA SDR-17 X 8' DLA SDR-11 (MIN) HOPE SOLID LEACHATE COLLECTION PIPE COMPACTED RLL 3- ANCHOR STRAP TEMPORARY LEACHATE-/ rl3 Y "-4" X 6- DUAL -CONTAINED COLLECTION! SUMP SDR-21 SCUD WALL HOPE FORCEMAJN TEMPORARY LEACHATE COLLECTION) LC4 SUMP DETAIL ! a 4 5 74 PHASE 5 CELL 1 EAST S a1 F IN FEET BLIND FLANGE 10'-w 5' 0" 8" DLL HDPE SDR-11 PERFORATED LEACHATE OdLLECTIOH PIPE —,,IMPACTED FILL f r-DMkAGE AGGREGATE 2'-0 (K >1x10-CIM/S) FILL AREA 2 (TAN) q p p O O O 6 0 O O 9 O 0 0 q fl 0 0 0 0 0 0 0 \LHDPE BOOT Imo. DOUBLE -SIDED HEAT-GOHDED DRAINAGE GEOCO MPOSITE (TPANISMISSIVIiY E%TRUSION WELD (WELD RAIPI K 7 50O-m/s) WITH 8 07/SY FLAP TO GEOMEMEIRANE ON FLOOR) NON -WOVEN GEOTExnLE-9mH SIDES EXTE}ID 'EONEr1BRANE LINER 18' CCWAPACTED CLAY LINER (7' INTO TIE-IN ZONE) K c 1NIO-5cm/s DUAL CONTAINED 12' DUL 60-MIL TEMNED SDR-17 X 8' DIA SDR-11 HDPE GEOWEMBRA14E (MIN) HDPE SOLID LEACHATE COLLECTION PIPE TBGPREPARED SLRADE NATURAL MRGkMC SOIL OR COMPACTED STRUCTURAL FELL REINFORCED GEOS'INTFRETIG CLAY LINED (wo K G 1x1Q-4em/s TEMPORARY LEACHATE COLLECTION SUMP ❑ oauT ❑ Far BFOGIM PUWtSS ONLY 0 amEo Fax caeTwx cm DAM avxm FLE awe--359-11 DEScm 2-: AP C-- s- s Doi omLsarc Ream � _._ Weaver Consultants Group NCBEES LICENSE P-2314 a 3 6 SCJILEffRMT CHAMBERS DEVELOPMENT OF NORTH CAROLINA, ENC. FE+das I ocso�-a PHASE 4 CELL 6 LINER/LEACHATE COLLECTION SYSTEM DETAILS ANSON COUNTY LANDFILL ANSON COUNTY, NORTH CAROLINA WWW.WCGRP.COM I DRAWING 8 2C PROTECINE COVER K > t.900-4con/s DOUBLE -SIDED HEAT -BONDED DRAINAGE GEOCOMPOSITE {TRANSWSSWFY K > 5xt4-4ro'/s) WITH 8 OZ/SY PHASE 5 CELL 1 EAST EXISTING PHASE 1 2JDS {MN) NON -WOVEN GEOTExnLE-BOTEXTEND TO MATCH - EXISTING SIDES EXTENDG GRADE ��— 10-D` 14'-a' TIE-;K ZONE 2r-0' 2 € ) ' 9 18' COMPACTED CLAY IINE#t K G 1x1D-$cmfs PREPARED SUBGRADE NATURAL INORGANIC SOIL OR COMPACTED STRUCTURAL FILL REINFORCED GEOSY6J3};EW C AY (GCL) K < 100-scm/s PIi85E 5 CELL 1 EAST I E7fISTIm PHASE 1 DOUBLE -SIDED FEAT -BONDED DRA KkGE GE00CIMPOWE (TRANSMISSNITY K > 5x10-4mys) WITH 8 OZ/SY NON -WOVEN GEOTEXTILE-WTH SIDES 24' PROTECTIVE COVER K > 1.9xi0-4 cm/s JJfIfJY��JYJI/JIY�fIl1/lflJlll�/� 18' COMPACTED CLAY K [ 1xt0lan/s PREPARED SUBGRADE NATURAL - INORGANIC SOIL OR COMPACTED STRUCTURAL FILL REINFORCED GEOSYNTHETIC CLAY UNER-J (GCL) K C 1xt0-'9cm/s 30'-,D' ACCESS ROAD 3 8' THICK COARSE AGGREGATE NCDOT #467 2.0% o �— = 3 1� - COMPACTED FlLL z R3 (SEE DRAIN KC 5) BASIN 9 1 2.OX W-Q' THE -IN ZONE x:c-:kG ;xEFr 'SiliSA EX'3STING UNER 5 SYSTEM SOUTH s 9 0 2 4 �Cr4L.E IN FEET 3 �1 EXTEND EXISTING �6C-MIL TEXTURED HDPE GEOMEMBRANE _x:STING Ll�ER SYSTEs��r TCH = EXISTING LINER L1 EXISTMIG GR"O FlLL YP%CTE6 k1ETA IPIPE SYSTEM BAST � I LOLOCATORR TAPE SCALE IN FEET = Ea£crRCx aolvcurt (AS NE } I� 1 z .�atSN1�Il�I} in - - + _ _ 0NMUNMENT D // f SOR 2* lL WALL HOPE FORC6fJN f+, j VVttQ \4Y y# a FILL TO SPRW LINE ;r SE& �+'JQ 1 051 71 8 i f PPE DOING WATERL41 -- - - -- - H4-57 4R NO. 67 STONE 3�-�'CUAX.} 12- {WIN J (Ww- 1�# ll EEAGI-L4TE FORCEMAIN AND L rnu ELECTRIC CONDUIT TRENCH } HTS, l � � FUTURE CELL PHASE 5 CELL 1 EAST 1 (UNDER CONSTRUCTION) 1a•-0' 14'-4' 1D'-O' 24' PROTECTIVE COVER (TYP) UNEIR TIE-IN K > IlAxlU-4cm/s ZONE.-� RAIN FLAP / COMPACTED FILL FlLL AREA 4'x8' PLYWOOD (3f8' THICK) —j1 / 0.7X 0.7X 1 •-6' 3 611-RAIL TEXTUIRE0 1� EXTEND GEOWDABRANE UNER HDPE GEONEMBRANE (7• INTO TIE-IN ZONE) PREPARED SUBGRADE NATURAL - EXTRUSION WELD ('MELD RAIN INORGANIC SdIL OR COMPACTED FLAP TO GEOMEMBRANE ON FLOOR) STRUCTURAL FILL COMPACTED FILL I PREPARED SUBGRADE NATURAL REINFORCED GEOS'YWfHETIC CLAY LINER INORGANIC SOIL OR COMPACTED (GCL) K G 1x10'$cm/s STRUCTURAL nLL FUTURE LINER SYSTEM L3 SYSTEM SOUTHWEST i 3 0 3 6 SCALE IN F= 18' COMPACTED CLAY LINEP, K G 1x1O� cm/s DOUBLE -SIDED NEAT -BONDED DRAINAGE GEOCOMPOSME (TRANSMeSS K > Sx 1(1 - mys) WITH 8 OZ/SY NON -WOVEN GEOTDmLE-BOTH SIDES wv xo•- 0 2MU ."00WUDAn 04Ax. Ur- wl apn5 REWWM PHASE 5 CELL 1 EAST I FUTURE PHASE (UNDER CONSTR17CT10M} {DOUBLE -SIDED HEAT -BONDED DRAIllikM GECCOMPOSTTE (TRAMISMISSWIlY K > 500'4 mys) WFTH 8 OZfSY NlON-WOVEN GEOTE)MLE--BOTH SIDES-, 24' PROTECTNE COVER 3 K > 1.9x 10-* cm/s 1 � 2.Cr% (MIN) 2,-a. — H 18' COMPACTED CLAY LINER IC < 1 x10's crrmfs PREPARED SUBGRAGE RATUR5L INORGANIC SOIL OR COMPACTED STRUCTURAL FILL z-. 4'-0' T E_-IN ZONE TEXTURED S-6" 1 7k 8" THICK COARSE NCDOT f467 3 3 T_ flUMPACTED FILL) R9NFORCED GEOSYNTHETTC CLAY uNER (OCL) 1C < 1 x 10-v cm%s FUTURE LINER t La SYSTEM NORTH � 1Q 0 2 s mmmmq SCALE IN FEET 2.0% i 1#-R17 (SEE DRAWING wi 4'-0r PREPARED SUEGRADE NATURAL COMPACTED FILL INORGANIC SOIL OR DDAPACTM STRUCTURAL FILL PHASE 5 CELL 1 EAST FUMRE PHIiSE (UNDER COMMRUCTION) DOUBLE —SIDED NEAT —BONDED VARIES r 4'-0. NON—WOVER GEOTEXTILE—BOTH SIDEDRAIN GE GEOCOMPUSITE (TPMSMISSVFY TlE—IN ZONE K > 5x10imYs) WITH S 021Sf S �OOMPACTED FILL 207IG 24' PROTECTM GONER 3 K > 1.9x1U"4,cmfs 1� 2.0AC (MkM) / -F 2'— 0' REINFORCED CLAY LINER ANCHOR TRENCH COMPACTED FTLL 00-saTHETIC 60-01_ TEXTURED HdPE GEOMETdBRAhIE PREPARED SUBGRADE NATURAL COMPACTED PILL 19" COMPACTED CLAY LINER INORGANr- SOIL OR COMPACTED K < STRUCTURAL FILL FUTURE LINER L5 RE PPARED SUBGRADE NATURAL SYSTEM NORTHEAST 5 � INORGANIC SC& OR COMPACTED STRUCTURAL FILL 6• TLIIAV Aft. CCC aAf'+bf�1� p 2 4 TRUCK PAD SECTION TP1 s A U 10 24 Sc#a�E N rIET Ir�o�cIic SOIL as cakiPACTEU STRUCTURAL FILL we z z a a 3 W ACCESS ROAD EXTEND TO ELEV. 316 IT—MSL- 3 2.0% 3 EXTEND TO RATCH 3 EXISTM GRADE 1 31 to 12.2 GaAM 0 n= •Fly QOInW. K W!" LLr YL IEbn Ff MAM- OR WIRE S—FEET STEEL T—POSTS SEi7 FENCE TO POST SPACED 6' (MAX) ANCHOR TRENCH FABRLC MOTE. 6" MIN CONTRACTOR TO ENSURE T—POSTS IJO HOT PUNCTURE EXISTING LINER SYSTEM. TEMPORARY SILT FENCE s- NTS It II EROSION CONTROL MATTING NTS EROSION G"OL FATTING JNSTAL ATEDN: 1, INSTALL NA GREEN SC250 OR EHGLNEER APPROVED EOLA1L IN ACCORDANCE WITH MANUFACTURERS SPECFICATIONS AND NOTES BELOW_ 2_ PREPARE SM MFORE INSTALLING RDL.LED EROSION OONTROL PRODUCTS (RF�CPS). INCLUDING ANY NECESSARY APP"TION OF LILIE, FO MLI ER, AND SEED. 3. BEGIIN AT THE TOP OF THE SLOPE ETY ANCHORING THE RECPS RH A 6-(15U) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12' (30CN) OF RE)CPS EKTENCED BEYOND THE UP —SLOPE PORTION Of TIC TRENCH. ANCHOR THE RECPS WRH A ROW OF STAPLESJSTAKES APPROMMATELY 12" (30CM) APART IN THE BOTTOM OF THE TRENCH. BWCKFTLL AND COMPACT THE TRENCH AFTER STAPUNIG. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE RE MMO 12-(30CY) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SAIL_ SECURE RECPS OVER COMPACTED SOIL W IHH A ROW OF STAPLES/STAKES SPACED APPROMIMATELY 12"(30CM) APART ACROSS THE WIDTH OF THE RECPS. 4. ROLL THE RECPS (A) DOWN OR (HI) HORIZONTALLY ACROSS THE SLOPE RECPS WILL UNROLL WrHI APPROPNQ4TE SEE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FAST El) TO SOIL SURFACE E3Y PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATFERH GUIDE_ 5. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2' — 5' (5-125CM) OYERLM E7EPENUR+G ON THE RECPS TYPE_ 6. CO NSECI1 WE RECPS SPLICED DOWN THE SLOPE WJST NE END OVER I;ND (SHINGLE STYLE) WITH AN APPROXIMATE 3-(7.5CM) {OVERLAP. STAPLE THROUGH ONIIRLAPPED AREA, APPRO%Y ATELY 12"(30CM) APART ACROSS ENTIRE RECPS WIDTH_ NE7TE: 1. IN LOOSE SCIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTRS -GTREATER WIAN fi (15Cil) WY OE NECESSARY TO PROPERLY SECURE THE RECP'S. 2. All SLOPES WITH SLOPE GREATER THAN 3:1 THAT CONNSTRUCTTON ACTWITIES HAVE PERMANENTLY OR TE#IPORIOU CEASED SHALL BE STA611J2ED WITH NA GREEN SC 154 &W)S DN CONTROL MATTING OR APPROVED EOLIAL.. COMPACTED SLOPE ALONG STALE = 2% INTERMEERA E COVED �1 SWALE Sw NTH 3 1N RLTER CLOTH 780Z/SY GEOTE)MLE OWNER DOWNSTREAM VIEW INSTAJ-ED BY tO CROSS—SECT10K ROCK CHECK DAM CD NT8 >Z 11 oavraw O 2= w me owt Rv/n5 mow uG +u m%-'s REsmym. SF TEMPORARY 1 - SILT FENCE 1� _-v - bi-tiOUTLET PROTECTK )N I 'YOU C � C PI5--14 SEEDING SHE 32 1fi EROSION CONTROL MATTING 12 16 �� CD CULVERT DETAILS POROUS RWFLES PB IATEIATE TION OF E145.MIG fl 50 1w AND DISCHARGE S1RI�CTURE SCALE IN FELT NORTHWEST GRADING LEGEND •N 459312.20 - - PERMIT BOUNDARY `E 1650509.�1 ----- ELEV- 311-01 - LIMITS OF WASTE EXISTING CONTOUR NORTHWEST ST GRAUMG_ 17.S TOP OF PROTECTIVE COVER CONTOUR N 459292.9T a50-0 E 1fi5fl6#1.20 STkTE PLANE { 210 4 ELEV. 311.68 EXISTM MONIFORANG W€LL/PIEZOWETER :: 48' CMP CULVERT x PZ!-19S TO BE AaarrDa > a (SEE NOTE 2) NORTHWEST GRADING - N 4599Ei5.97 SEEOIING/ER SIGN CONTROL MATANG E 1650460.48 }' }k1. ELEV. 311.97 SILT FENCE [><; : - : - ROCK CHECK DAM (SEE NOTE 3) - �-�- - PERIMETER CHANNEL 18 t' _ . 3.1 NOTES. _ 3:1 kIE7E14 CIi4NNEL 1 ) 1. EAS11NG OONTUURS AND ELEVATICNS PROVIDED BY RRMAATEK, tLC. COMPILED FRO+A AERIAL NOI2T�7I14€ST GRADING PHOTOGRAPHY FLOVIN a1-12-2a21. W 4-9W51.32 TC2 TRAPEZOIDAL TURF 2- WDNITORING WELLS AND PIEZOFA=S TO BE ABANDONED E 1850699.09 13 15 REINFORCEMENT MAT BY OTHERS WDNIITORIING ANSCOPE HELLS AND PIEZOMETERS WOE DIGITIZED FROM ELEV. 312.52 CHANNEL y \ FIGURE 3. dET,ULE1} SITE MAP, GATED J,1LY 2017 AND DEVELOPED BY CEC, INCLUIDED IN APPENDIX E OF THE PERMIT APPLICATION ANSON a)UNTY LANDFILL PHASE 5, i r .r. I _ ` SKIMiriER St OP1 OUTLET PROTECTION lI OUTLET A .e7.73 EMERGENCY ES SPILLWAY DETAIL 13 t 48' CUP CULVERT 44 DATED 12-21-2018. 3. THREE ADDITIONAL ROCK CHECK DAMS SHALL_ BE SPACED '3T EVENLY ALONG THE REWAdNNG PORTION OF THE CHANNEL 1 +S NOT SHOWN. �-PERWETER CHANNEL 1A o TRAPE201DAL TC1 RC•CK—LINED CHANNEL u I Is f A< ROCK CH EC/E}A co CA ♦� 0 vt lr 'f f _ SEAL i 051678 Ile 31 10 f-L2. COMPACTED FILL PRINCIPLE SPILLWAY DETAIL rP5 TOP OF -' EI.IBti2IKMAEwr -A' EMERGENCY SPILLV�#Y I — DETAIL "3" 11 EARTHEN CAM OUTLET PROTECTION BASIN OUTLET DOWN STREAM INtiERT'C' HELICAL PIPE ANTI —SEEP COLLAR TRASH RACK AND ANTI -VORTEX DE410E RISER INSTALL SKIMMER INTO ORIFICE CULVERT 2xL} PRINCIPAL SPILLWAY DETAI PS NTS 4 ooriRsirv2M VDWR 00-MOM OWWr Ur xi Fe ns 13,N 25-YR WATER SURFACE ELEVAT10N ROCK BERM 4'x1' I"E' e �iR — — — r — 111IIII I—�— I— 1 L - -- i f—I i �— _ CLEANOUT STAKE MSER 1_ BASIN BOTTOM BASSI FLOATATION SKIMIAER 51 SLOPE (0% Wive.) BOTTOM POROUS BAFFLES PB E LEV.'G" ORIFICE ' i { H 1�u DRY SEDIMENT BASIN SECTIONAL VIEW B1 NTS 1F 7} STORMIRAIER RUHOIT CULVERT SEDIMENT BASIN DESIGN TABLE SEDIMENT BASI(F1yiS1 "#" aBa 'C' "D` •E' "G" SKIMMER SKiMIMER ;lBASINOLIJI NO. OF (FMSL) (FMSL} (BEET) {FEET} {FEET) (FMSL) SIZE (1N.) ORIFICE YIN_ (CF) SKIMMERSNUIMBER/NAME 9 305.00 304.00 TOE OF SLOPE ,4PPROX 284.00 3_00 20C 1.w 3DDAG 4.00 4.00 244.784 1 RIP -RAP, 10-INCH Dsw GEOTE)MLE FABRIC (SUPPLIED BY OMER AND INSTALLED BY CONTRACTOR) BASIN 9 R+j = RISER HE)G-TT (FT) 3 D, = RISER DIAMETER (FT) 4 N = ORWICE DIAMETER (IN) 8 D = CULVERT DIAMETER (FT) 2 DEFY SI=133MENT BASIN - GENERAL NOTES 1. SEMMIEHT BASIN'S SkDE SLOPES SHALL BE SEEDED AND, WHEN NECESSARY, STA9IUZED WITH VEGETATVE OR SYNTHETIC KtATT1NG TO PREVENT THE FORMATION OF RILLS AND GULLIES. 2_ INSTALL THREE (3) ROWS OF POROUS RW LES W9H A MINIMUM SPACING OF 10 FEET. BAFFLES SHOULD ULTIMATELY BE PLACED TO M.Qd AIZE THE SPACE BETWEEN E&CH ROW OF BAFFLES AND THE BASIN'S INLETS/MM-ETS. ONLY TWO (2) ROWS OF BAFFLES ARE NECESSARY FOR BASINS THAT ARE LESS THAN 50 FEET IN LENGTH. 3. POROUS BAFFLES SHOULD BE COMPOSED OF COIR-BAD MATERALS OR TRMS WFrH A LIGHT PENETRATION (OPEN SPACES) BETWEEN 10--35X THESE MATERLA S SHOULD NOT HAVE LOOSE STRAW. SILT FENCE MAY NOT BE USED AS POROUS BAFFLES. 4. EACH POROUS BAFFLES SHALL BE INSTALLED ACROSS T9E ENTIRE MUM OF THE BASIN AND ALONG THE BASIN'S SIDE SLOPE UNTIL THE HE)>G1-IT OF THE BAFFLE INTERSECTS THE SLOPE. 5. INSTALL SKIMMER AND COUPLING (AS NECESSARY} TO RISER STRUCTURE AT ORIFICE ALONG BOTTOM OF THE PRINCIPLE SPILLWAYS RISER STRUCTURE (REFER TO SKINMER MANUFACTURER FOR INSTALLATION PROCEDURES AND SKIMMER SPECIFr-ArlONS.) 6. SKIMMED SHOULD BE EQUIPPED WrIH A ►IECHATASM, SUCH AS A ROPE, TO ALLOW EASY ACCESS TO SKIMMER TO UNCLOGGO ORIFICE OR PERFORM OTHER NECESSARY MPJNTENANGE. 7. STORMIWATER RUNOFF ENTERING THE BASIN MUST BE DIRECTED INTO PROPER BMPS TO PREVEIIT EROSION ALONG SIDE SLOPES AND TO PREVENT SCOUR AT THE BASIN'S INLETS. 8. THE ELEVATION OF THE EMERGENCY SPILLWAY SHOULD BE AT LEAST 1 FOOT BELOW THE TOP OF THE EMBANKMENT. THE EMERGENCY SPILLWAY SHOULD NOT IE LOCATED ON FILL MATERIAL WHEN POSSIBLE RIPRAP AND GEOTEXTILE LINER SWULO BE PLACED ON ALL SPILLWAYS THAT MUST 8E LOCATED ON FILL MATERIAL Is'. Ir Ila PRINCIPLE SPILLWAY DETAIL END Q PVC TE .. trmurr END CAP 1 f 2' HOLES ,SIDE COMPACTED FILL NOTE- 1. REFERENCE MCDEQ EROSION NSID SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6_19-1_ 2. SKIMMER SHALL BE AS MANUFACTURE? EIY JW FAIRCLOTH OR APPROVED EQUAL BY THE ENGINEER. SCH 40 PVC PIPE SKIMMER S1 NTS lllaklj c T 1f8' x t 1f8" ANGLES BEND A 99 ANGLE 1 1f8' V IN DRAWM. WATER SURFACE PROVIDE PROPER HOCV. CLEARANCE FROM SLOPE [N ORDER 74) PROVIDE FREE MOVU431F OF SKIMMER FLEXIBLE HOSE-7 • HI I I� 1 r PVC VENT PEE SCHEDULE 40 PlC PIPE ORIFICE PLACE PVC TEE SCHEDULE 40 PVC PIPE BOTTOM SURFACE SUPPORT ROPE OR WIRE TO PREVENT SAZGtNG I 1.25 L6fFT STEEL SI�PORT POST 24' INTO BOTTOMM STAKE FOR OR SIDE SLOPES SUPPORT WARE \—COIR—BA,ED MAT£RWS OR TRMs, TRENCHED INTO DZrrr i AND SIDE SLOPES CROSS SECTION VIEW AFTER SKIMMER IS INSTALLED CONTRACTOR SHALL NOTE SIZE OF ORIFICE INSTALLED Wf A PERMANENT WARKER — NOTAT10H TO BE VISIBLE OUTSIDE OF BASIN SURE rtrr BAFFLE WATO41P1- COMPACTED EARTH—�, RUNOFF HEAVY DLJIY ELASTIC TICS JdFFEE� �. COMPACTED FILL FLAT-8077011A TRENCH DETAIL YEAND OF POROUS BAFFLE ROW HELPrAL PIPE �1 G � ♦'fit /i,'1y �� METAL COLLAR TO BElea .i rFE$S}p g�C� WELDED TO CENTER ROD AND LUG i7 OF HELICAL PIPE BAND SUM MEFAL COLLAR SHALL BE CUT TO FIT + + �+C�+ 1 CORRUGATIONS OF HELICAL BAND, AND � SEA 1 3 WELDED WATH A CONTRlUOUS WELD. �} iJ¢} PARTIAL MEVATIM ISOMETRIC VIEW i 1 '•+� 1 V f� � 1 � TTOM i J � 4 f � -IN HELICAL PIPE ANTI —SEEP COLLAR H1 MOH—coNCfFITRATEa B�isIN ROTR MEAT �+#�'f—��_I�1 � .�f; '! OUTFLOW"#+7 f V. ►+ N1s � re rfLY1I<�It� NOT�. SIDE 9_C OF SEDIMENT PERSPECTIVE VIEW 36STRAP 4R TRAP 1. FOR BANDS AND COLLARS. MODIFICATIONS OF THE DETAILS SHOWN MAY BE USED PROVINKC EQUAL WATER TIGHTNESS 15 400J MAINTAINED AND DIETAJLED DRAWINGS ARE SUBMITFM AND r 4Q APPROVED BY THE EWNEER PRIOR TO DELNEIZY. POROUS BAFFLES PB 2. TWO OTHER TYPES OF ANTI —SEEP COLLARS ARE: NTS k1j, A. CORM"YED METAL, SIMKM TO UPPER, EXCEPT SHOP 12,13 WELDED TO A SHORT (4FT_) SECTION OF THE PIPE AND CONNECTED WATH CONNECTING BANDS TO THE PIPE_ B. CONCRETE, SIX INCHES THICK FORI/ED AROUND THE PIPE ❑ DRAIT F... WITH #3 IR F51� REB SPACED 15' HORIZONTALLY AND VERTICALLY. ❑ FOR WDMK g OKY CHAMBERS MELOPMENT OF PHASE � CELL $ ❑k ISSUED FOR ODt5rKKl)l1F NORTH CAROLINA, INC. 3. SIZE AND SPACING OF SLOTTED OPENINGS SHALL BE THE BASIN DETAILS SAME AS SHOWN FOR CM COLLAR USE RODS AND LUGS TO -M ojjlz= W_ CLAMP ENDS SECURELY TO PIPE_ Af ' CES l $e s OYTRK�g 02M Wo" 0315MIWIs VKW U.C_ kl RQn FEMWm {SEE CHANNEL SCHElDttE BELOW) CHANNEL/DITCH SCHEDULE (D)MINIMUM e CHANNEL DESIGN BOTTOM TOP SIDE SLOPES CI64fINEL LINING DEPTH WIDTH WIDTH (71172) (FT) (FT) (FT) PERIMETER DITCH IA 3.5 4 25 3/3 Ir 050RIPRAP PERIMETER DITCHI 18 3.5 4 25 3/3 HAG SC15C MATTING TRAPEZOIDAL ROCK —LINED CHANNEL QTClNIS I 0 "p SEAL 011678 � a a r �{ `AV f 3 l 9.0 tx2 T (SEE CHANNEL SCHEDULE ABOVE) DE ;TING GROUND 1.Dr MIN. CDVER COWACTm— 2-2f3 z1/2- LINCLASSIFIED ''a CORITLIGATHCNS FLL {D#2•� 16 GAUGE (MIN.) 8' THICK (MIN.) UNCLASSIFIED PIPE BEDDING SECTION A —A 1. CLASS OR MEDIAN SIZE OF RIPW AND L.EhIGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER AND ARE SI.MNdRIZED BELOW. 2. RIPR P SHOULD EXTEND UP ENDTH SIDES OF T11E APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DW-KARGE OUTLET AT A UkXM M SLOPE OF 2.1 AND A HEHGNT NOT LESS THAN TWO THIRTIES THE PEE D6kMETER OR CULVERT HUGH T. 3_ THERE SHALL BE NO ON€WLOW FROM THE END OF THE APRON TO THE SURFACE OF Ti£ RECEF4 CHANNEL. THE AREA TO BE PAVED OR RPRAPPED SHALL BE UNDEffiCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH} WITH T4€ SURFAiCE OF THE RECENNG CHANNEL TEE APRON SRALL HAVE A CUTOFF OR TOE WALL AT THE DOWHSFREAIk END. 4. T# WIDTH OF THE END OF THE APRON SHALL BE FAUAL TO THE BOTTOM WIDTH OF THE RECENNG CHANNEL MWMUll TAPER TO RECEWING C1IAAINEL 5.1. 5. ALL WEIGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 6_ THE PLAGNG OF FILL. EFFHER LOOSE OR COMPACTED IN THE RECEMNG CWM4EL SHALL NOT BE ALLOWED. 7. NO BENDS OR CURVES IN THE HORfZONTAL ALIGNMENT OF THE APRON WILL BE PEF8IITTED. 8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRA E PRIOR TO PLACEMENT OF RIP RAP. 9. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING 011 NNIEL MUST BE STAMZED_ ADE UNDISTURBEh SOIL CULVERT SCHEDULE CULVERT NO_ INLET LOCATION SET LOCATION DUWETER (IN) NO, CULVERTS LENGTH (FT) 1 PERMETER DITCH 1A BASIN 9 48 1 11a 2 PERIMETER DITCH 18 BASIN 9 48 1 1®D CULVERT DETAILS CD N15 Yt iS W2 END OF FLARED Wl END IF APRON PLAN 1SE EL€yAnaN B NATURAL GRADE _ RIP RAP H T (THH'.Fo+Ess LAYER OF FILTER FABfdC SECTIQN 91-Q OUTLET La (F) W1 (FT) W2 (FT) T (FT) H (1N) d5D (IN) c&,x (IN) A 34.0 34.0 1 12.0 2.25 6.0 12.0 18.0 C 20.0 23.0 9.0 1 1.688 6.0 9.0 13.5 OUTLET PROTECTION OoplNTS L'L15 TRAPEZOIDAL TURF REINFORCEMENT MAT CHANNEL cz NFS Y2 Is 03rMo- o 2= ViEOCR awns war, = + ma•-S ter . DETHL1101D CONiROLLNC RUNOFF AM EAO®II al DWLRBEC AREAS .3i MOLWCM PERET9ML WEV-91aw 0700 N11H Sm PAA QWI ' 10 REDUCE EROGEN AhV CECREkSE SEDNEIT YIELD FOOL OMMI8ED Alff 4 ANO TO Pr70AA3ENLr STAB iU SLC71 APES W +. AAAMIER THAT IS EO0NOl00AL ADAPTS Ti SITE 031ITf M, AM ALLOWS SPIECTION OF THE 6106T APPW RRIATE PLAWT WATUMS. AssrABPD RFa.RFYh1rc- ESABL1SHNE1l OF %rVAIRTION SH0EED NOT RE ATIETAPrED 0" SM TWAT ARE WISUM LE 9UE 10 WL PR0P1eATi WL TCCftc!E OC MS1011 AWD SE WOLIT CO nFXX PY.V[ M A10 9E51G11 0W.IAL IONS}, FDOR PWILaL OX C@ITE.-FID 9AE1&MO FLDW. CR SFE7NEW O%-AQPE LWTL LEASURE3 KAYE EETN TAKEN TO WHIM TSESE PRCMLE15. TO VAA4TAIN A GUM S3 M W VEffTATIOH, THE SQL RL52 LEET OERTAN 16131 N REOLG¢MXM AS A CROALTM IIAECEULI. 171E EJOs M SOS. DOXILO HARE THESE Ly 06Ac - Ch9XGFI fW-MIMIED (SILT ANO CUP() yATEMAL M LUYRMI ADEpLA.TE NCW.UE AID hUTFtLE 1T SWPEY COOLABLE WATER OAPACM or AT MIST -m rKxM 7UfER To 1 BCE OF SOU} - SLIF OW PORE SPACE TO PERMIT AO01 FE'gI1Ra10w. SL�NF TIEPIN OF SaL TO PRmr-E AN ADEOWTE ROOT a0N[. THE DEPTH TO ROCK ii t RPE1a+TASF>E LAO M SIACH AS ILWDPA smm1 BE 12 HGM OR kVRE. E d Cyr vH SAO3€5 STEEPER THVA 2.1 WhU� €THE ADWft OF SIX IS HOT A FA OKU L.E PH RV* E ILA PLA W GTAN,-K UJWLLT SA - E.5. - nVX FWN LARGE WNWS. RR.UICF STONES, LIP" CLODS OF VAIK OR TPA.Sr OF AM NEON VMS 96 STORES NAY RE LEFT OR RAPES STEVO TIWL 11 F R&Y ARE W BE NYDRO6EEDEID. F AM OF TIE AWAE CWERLL ARE LtlT LET - LE_ IF EC0571RC SOIL IS TW CChk� DEAISE, WLWUW OR ACM TO FDSFM VPIXIATIOR - SPELLLL AANE WESIIS ARE REAXRECL 111E SW OONpfmuts OE3iYRKISD =on M%Y BE BQmy" L OR PF£Temy, TOPSOIL MAY !E APPULD. fSFALL 11M SSAM 1JEgWXJL EROSION A40 SfDtkOffikF#I CW:Fv F%WroCES f SE70p dr. AHD C9LPLEIF GROCIM ACOOBONG 70 THE APPRD,FD PV3t 121E NO I•TRTMENt HERBS SHOULD RE WrEFHJ ff BY SOL TEST SAL TSTM S PZRFOR61M FREE OF CHUM 9T THE NOM TJACINS DEWAE16M OF AG�AAE SOS. TESINB LA29RkTWT. ON*E7MW% SAWPLE COTTONS. AND LIPO7LATLO4 SHEETS AAE 96AAE1L AFCUGH COUNTY AGOMTUPAL E]rrEms 44 OFFICE OR Etc" HOBO 001AUSE THE NCUS SOL TESeN10 LAR F80UNFS 1-5 Y WO MR SAwPLE TuRn-A.RCEFD, Sk4P111#: ULr.T DE PLNNN:p WELL N AID LANCE OF FFDL GP.ABfj-, TE3 M IS ALSO 0001E 51 COWY4Fp1 LAACRATOFOM VAN SOL TEM ARE Nor A' 418_- FOLLOW MATES SIIGLE57ED NI TW S®NEE' SPEC* ATIpNS WOM AT DWI AP7UCMON RATES L%LAL7 FAIL MR TW FOUDNM" RNICESR CMUNN AI`RK%JRTAaa AlIESTOF1E iWIT-TE3MMEk SHOE S0NS1 1 fD 1-1J'2 MH5{ACF ti NFiRVi-7DM IXCD OEAYFY Sol -Se " T OWk( ACRE FEAWIIIIIL -CU55M 600-12W LS{A[AE OF 4EF10-1,0 (OR TW EMWOUNO GRASS-LEMM MC1ALtM WO-32M tB/ACAE OF 51-1011) (OR THE 1)"ALENIj APPLY LUE AAHI EEffIRj2 'R C.Un-Y AM] !KvRP0R-;TE OM TPE TOP *--G NCiFES OF SO& lff O[S = OR WNW SURABLE 7IMS OPOWE VA00"T OR TEF CWMFt. WHEN USNG A M19kMEMM APPLY 121E AMC FNi ILRER To A RNIGIT, LOOSe SURFACE COLMI ETr SEEDBM PRI PARATIOW SY BRFAKM LP UAW CLODS AM RAAHIS Wa A SWODiK LR4FMW SAAAFACE (SLOPES AESS THNR lt). FILL N OR LL'AEl OEFHESSWS THAT CAN CCLLDCT %&JEA. IFRSADCASr %CM 1100 A FRESHLY LCMENEa SMEdM - U T HlS iW BEEN SEALED BY Rh FALL TPXPI)RA.RY SEwIs SeLcnr AAvs AREAS I EFT D1STYlR6ID FOR LCMER TAAT Al DA YS BUT_ LESS THANT COE (1) YEAR: rlmeP«iod Imm Tate of Ambawam nIYJ&= lam ar} I To May I RYe (GraiB) Ammial be 1w 30 Ll1nx3b�w _ 2.000 10.10-10 Farbliaer 14ami) 750 SO MAd I 4.000 b&y€ IDAlilml:IS OerSambRib" AO T_nReslaw 299 10• 104GFettllt= 750 Maki, I 4XO AL1fuA 15 to Do=mAar3U a I 120 TAmctlum I ]O-LET-IOFCFTidi2R:r 750 hdaldT IFiN is rw=riary Do axurA trmporlry caver heymd Jum 1j, the ama ahaAdd be mrrs, eA3ed viMh 3O Ibriwa or Kcbe lmpedem en fader Fdxuur LF eadY March AHF1mWIT(I5 FOLL M RZCC- IF 710A 16 OF SON. TESTS OR APPLY 2.000 LE/ACID: GrA"D *GRI kRXL AAL LBIESTOM Alm 750 LB)ALAS 10-10-ID FEHCLIML APTLY 4A W LL/ACRE SFRW ANCKM AXM ETr tld=*G WN AST, AONAL OR A FSAILCH ANCT1MIC TOOL A 00YL WPM BLADES S'ET HEULLY STP.4WF CAN BE HOED AS A A111101 ANCHOrTSLO. TOOK. LtkbgEVME REFUrIR.IM LF GAUITH iS NOT FULLY A47i -L RESAT. REFETrLIZE MA MULCH LWLrEOAATa[ FOLLQ =, CROI4 L OR 0131rR aWti£ SEEDFY' ChUlN 6h4N N 'ME 3EE➢IM WWRX;JE 546.iFICATICIS AK OESIGIAUM AS "BEST- CR 'POSSIBLE' . SEEIDIMS PROPERLY VRRU a1IF Inn THE 'tmm LIAA6 HAVE A FE.aAT PRGwaum CF SUUEis. IT Is AL50 Pmtl TO K&YE SARSFAALiMr ES OBLnF I& 1E YFIEN SMOM OEITSUE THESE BATES. TLSWWM AS TOLA OE)VATE FAUU TIEK THE PROWIS Y OF A ICLIRE 90REASi4 AAPCL1f SEiYeg ON T K (LAST DATE SWW LIMER 7ACtY99L=-' MW ROAKE f3WAGa OF SLRCM MY -W-W& AUUTS UKE THIS WM ACCOUNT N 9tlETXR.N8 LA`JO-ffi7L'REI•M. ACTFODES. LW tMnW SEED FOR PFRWIETLT SEOWIC WFEnEYER FOSQNLF- CERTI .11 SEM 6 IILSPE= BY TM NORTH CAAm➢EA. CRIOP WA G EUEENT AS50LCLATIpL IT HEFTS PU1 MLEL H(WIN CAAOLDUA SIAMIlk 4 Alm SIOULO BEAR AN OFAGLL COMM SEED' LABEL L%El= OF tlDll-0FISFm SEED LS ALSO RMfllt 4 TLT LOW. LADE75 C06MM RVORDLNT 24VRLiRMN ON SEED PUTRT. A:CALNAAFA . AHD PBESDY OF WOW Sc"E95. SFF95 6WST LEFT STATE STAYBNABS FOR CONIFRT OF NOXICUS WEEM OO A10 ACCEPT SEER Oww . '� N03701J5 wm V D LNOgDEATE LEW%IC $EFL LL7N TIE WDOEKm 9ACTERA APFfr>riA E TO TFX 5PE):fS OF EEWJF- APPLY SEED EIIEDRILY NRN A CT0.31E SM", DROP -TYPE SPAEADLTL Dl2L OATPACMEA SEMEN. OR 1f1P R ON A FIRM, rRLQLE SEE7:8ED. WHCI MiG A MILL OR CLt1PAaER SES3LFF. PAAW SLFAL OPAWS FAO LLOAE T" 1 LIM CET, GRiASES AM UMAIES W NUPE TKAIK E/2 •ACTT DAWWEiiIr STKRAO DE CALWATTD CF THE FAW FOR THE DESIRM SEEDW RATF. TREH USPIG EAROACGAsr-SEEllNNIG IFETHDDS, SLISDFADE THE AREA. *rfO RKWJ8E S87WM AWE[ DErVniFNE TIFF ALDIIBT Of SEED Try FOR EACH 507FOL APPLY RL-4LLLF TI£ SEED WmLE WOAlALG BACK AHD FOURTH ACROSS TW_ AND, AU101 C A LITgRW PAVE T¢1A APPLY TI-E SE60P40 HALF 94 TiE SALE A%Y, BUT UCFAITG AT R6rr ARGUES DO T E REST PAM LF.RCIF ALL PLAA4TlA35 MJFOAATELY AFTER SEcWN^- SUVFAM RlwdmrWG B PAR RIKARLY NL"NGWTAAIA YhiDi MSROSEEMW, M A ROUG M D SLOPE WIL PINNM SOIAE TYJURk CIN-MBE FOR LNIE, FIMIL F7F, Na M. THE SURFACE SHOULD HOT BE IYAPAICEED OR SLE0071E FUE SEiDDED FRLP" IOW LS -S7F AEA=SAAr FGR IffOROS ETIM OPFAA,LTrO Ez LARGE CIGOSt STORM Al* RREOIRAFU-a PROME A:Afti S N wHKN 5E EDs CAN LODGE RATE OF WOOD FIBER ({USLRJ)5Ej APPLICATION SIIOLIO BE AT LEAST 2.D00 LEVACAL APPLY Fi47JWE MfOCLIAPS AT FOUR TLE THE RECOIIOAEhCIED RATE WHEN ADDWO DHXLUEE TO A HYDROFEMEI: SUAMI, F A LMAC}RLERr EL>f aXM DF L}2 T7 2 HOC FS OCCI RS, ADD `FTC WOE S29 YO 131E TAM 9ASEO ON THE PROPORDOW OF THE 3FILRRY REWONI IG. THS ST-7V.RD Omuq:?LSk7E FCC OAUIi;E 70 SM BEET)LIO 7 HOOHS, AA FULL RATE OF ADY S= WAY BE HECIESSART_ LAAE IS NOT NOFMUW APPLM WITH A HYDRAULIC HEEDER BECAUSE T IS ABRMNIL R SAW BE ULM OFRO STEEP SLOPES IN ChW ORAL LWZar WAX- 43EN PLY, A VAM CF AFCETMON C.LLTOT EE 9ETE W_WlI TO 6E F%glY ESTABILISM UM SQL COWER HAS BEEN HANTAA1m FOR OK FI.AL )EAR FROM PUNT VI LNSPECT SOMER ARM FM FMJ.W AHD LTA HECESSL PLVAa AND RESHH*h-CS m7lFw -.m &MILL S1FAsm F PaSs r F>ESEE vest LF A swe HAS 9717EWwrE WAFP RE-':39 ULATE D*X:E OF PLAKF uRMALS APO 4:Wi8Tf5 OF LINE. AM FERTUZM. 17£-E505BI.i5Y1 THE ST" AFTER SIMO PPEPAWeON OR OVER- SEED TN; STAHO. COW9M ! EWA G TEWFORAM AMIAL SPE-,.ES F THE TYE OF )FAR IS NOT APPMPAME F W PEHIIUIENr SEEDLNG. F WTGEIAT10H FATS TO GIiON, SOIL LIDS! 9E TESTED TO tIM-ER lPLE F ACIDITY OR WfLRFIrT NIL.ANCE Is Ai3POH57BLE. FERTILQAT10Tt ON THE TTPICAL D mudm sr1E, RULE E smeusIai M usuA.Le RE:OU+16 RFjMMR. AnCN IN TN= SECOM GRWA G SEAAEON nK TURF RcQLARS ANNUAL WIfnU AAACE #EAILIZWO51. USE SORL TEST i POSSIBLE OR FOLLOW TO: 41013PWS CM FOR THE SPECUW SEEDIM L59FLM PE EWETaF SEI):'U CPEC1RCATMNS TimePaiad I hem I fi mm c 1317WIUU1a cc 1 IOA15 FAnLry 1 DO A 4115 E Pia LA�podcAa I 10 AAAFNWDITS A -FLY 121E " FT URIZE.R AND.-WeG TO SUL =A, OR APPLY A,9Cr] WAGRE MUM AMWIATMAL LIMB770K AN,) 1,000 LA/A5E 10-10-I0 FBUIU FJL. 1a39E APPLY VATE.9C0 AW- C R TIBIA! S Y V M EOLPH AS COLAflt # A48]iFIESi 9U1fA9LE IARflWIl6 L'4VE7RAl.. AVSIAL0. IAIR.C7i ;!f 1AO7a' AEIFI ASPIafT, R0AL1C. OR NETTITG. rErMS r5 TALE PPUUd;O ARCHMM 1LMM Cd S7EFP SLOPES. IAARy%LkHCE REFUUUZIE N THE SDC0010 YEAR AWNESS GRONM IS RP LY Al M14TE WAY BE LEOADA 067E OR TIRCE A YEAR BUT LaYAW10 V. FOT NECESSARY. RESEM FERMIM ANLL ULF61 DJAk ;ED AREAS SEEDING SCHEDULE 551 FFIS 12 15 m EROSION CONTROL UAT nNG INSTALLATION- 1. INSTALL NA GERM Sr-250 OR ENGINEER APPROVEI] EQUAL IN ACCORDANCE WITH MAMFACTIIRERS SPECIRCATIORS AND HATES BELOLAA. 2. PREPARE SOIL BEFORE IMMA1LIHG RDULED EROSION CONTROL PRODUCTS (RECPS), INCLUD*4G ANY NECESSARY APPLICATION OF UME. FERTILIZER. AND SEED_ 3. BEGIN AT THE TOP OF THE SLOPE BY A*[3-MNG THE RECPS IN A 6-(15CM) DEER X 6-(15CM) WIDE TRENCH KM APPROMMAT£LY 12- (3 ") OF ITECPS DfTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/SAXES APPROAUATELY 12- (30CM) APART IN THE BOTTOM OF THE TRENCH. BANC1(FiLL AND COMPACT THE TRENCH ,AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE RE4WNIHG 12-(3OCU) PORTION OF RECPS HOCK DYER THE S® AND COMPACTED SOIL SECURE RECPS OVER ONPACM SOIL IMTH A ROIN OF STAPLES/STAKES SPACED APPROXIMATELY 12•(30CM) APART A MSS THE WFDTFI OF THE RECPS. INNER! HOLRIZON'TALLY ACROSS THE SLOPE_ RECPS %k THE SUL SURFACE ALL RECPS LIIIUST BE IN SECUIRELY FASTENED TO SOL SURFACE BY f A*r4sp�p*STAPLES/STAKES LOCAT04S AS SHOWN IN THE STAPLE PATTERN GUIDE 5. THE EDGES OF PARALLEL RECPS MUST BE Y}ti V 1- • F*1E*ilkilk#i�)tV1i. STAPLED WMi - .. * _ y { ,,:TE*.jO}#i*iA. rtA OVERLAP DEPENDIRG ON THE I' �I .0 I mo' EROSION CONTROL MATTING RATS C 6. CONSECUTME RECPS SPLICED DOWN THE SLOPE WJST BE EM U ER END (SHINGLE -EYW WUH AN APPROXIMATE 3-(7 5CU) OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12-(30CW) APART ACROSS ENTIRE RECPS VRDTH. NOTE: T. IH LOOSE SOIL COFTOITIOHS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15CIf) MAY BE NECESSARY TO PROPERLY SECURE THE R€)CP'3. 7- ALL SLOPES WMJ SLOPE GREATER TMN 3.1 TH&T CONSTRUCTION ACTTV1T1ES HAVE PERMANENTLY OR TEMPORARILY CEASED SHALL BE S ABUZIED TOTEM NA GREEN SC 15D FROSrON CONTROL MATTING OR APPRC4'EU EQUAL. CW-RUFF 0 WU -E-0 0P151lUAR5 GRIdV. LkL ALL MHTS RESMIM