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Home My WebLink About6013_GreenwayNorthMeckCDLF_20190314_CAApp_FID1286457AG11,m� NCDENR North Carolina Department of Environment and Natural Resources Division of Waste Management Solid Waste Section North Carolina Solid Waste .0545 Groundwater Corrective Action Permit Modification Application Groundwater assessment is required if one or more constituents listed in Appendix I are detected above the current groundwater quality standards in accordance with 15A NCAC 02L .0202 in any sampling event. Due to the detections of groundwater exceedances at this solid waste management facility pursuant to 15A NCAC 13B .0545, corrective action is required. An assessment of corrective measures, a selection of a remedy, a corrective action plan, and implementation of the approved selected remedy and corrective action plan are required at this solid waste management facility. In accordance with 15A NCAC 13B .0545,within 30 days of selecting a remedy, the permittee must submit an application to modify the permit describing the selected remedy to the Division for evaluation and approval. The application must be subject to the processing requirements set forth in Rule 15A NCAC 13B .0533(c). The application must include the demonstrations necessary to comply with the financial assurance requirements set forth in accordance with Rule 15A NCAC 13B .0546. Please complete the North Carolina Solid Waste .0545 Groundwater Corrective Action Application and please attach the following: (1) A copy of the minutes from the required public meeting discussing the Assessment of Corrective Measures; (2) A signed resolution/proclamation/document adopting the selected remedy, (3) A site map designating the locations of the groundwater monitoring wells and surface water monitoring locations that will or may be impacted by the selected remedy, (4) Any draft conceptual schematics/figures/plans relating to the selected remedy, (5) A list of any required registrations, permits, and approvals, (6) A copy of the facility's permit issued by the Solid Waste Section, (7) A copy of the facility's closure letter/permit issued by the Solid Waste Section, and (8) An amendment to the Financial Assurance mechanism, including a detailed breakdown cost estimates for closure, post closure, and corrective action. Please send or email the completed application and the attachments to NCDENR-DWM, Solid Waste Section, Compliance Unit, 1646 Mail Service Center, Raleigh, NC 27699-1646. This application and any documents attached to this application are "Public Records" as defined in NC General Statute 132-1. As such, these documents are available for inspection and examination by any person upon request (NC General Statute 132-6). Please type all information. I. Site Identification Permit Number: 6013-CDLF-1993 Facility Name: Greenway Waste Solutions at North Meck C&D Landfill Facility Physical Address: 15300 Holbrooks Road City: Huntersville County: Mecklenburg Waste Type: C&D Zip: 28078 GWCA .0545 Application - Page 1 of 3 II. Owner and Operator Information ❑X Check box, if owner and operator are the same. Owner Name: Greenway Waste Solutions at North Meck, LLC Address: 19109 W. Catawba Avenue, Cornelius, NC 28031 Phone Number: 704-897-1226 Operator Name: Address: Phone Number: III. Groundwater Corrective Action Selected remedy (include additional lines if needed): (1) Active gas extraction in the vicinity of impacted monitoring wells (2) Monitored natural attenuation (supplemental to (1) above) (3) Contingency Plan A: In -situ bioremediation using enhanced reductive dechlorination Contingency Plan B: IV. Project Schedule (upon Division approval) Approximate Date of Remedy Construction Completion (if applicable): Completed Approximate Date of Implementation of Remedy: 04/01/2019 Approximate Date of MNA Baseline Sampling Completion (if applicable): 04/01/2019 Approximate Date of Submittal of the Corrective Action Evaluation Report: 06/30/2020 V. Financial Assurance Financial Assurarance Mechanism: Capital cost covered by GWS's operation budget Based upon the Assessment of Corrective Measures, Total Cost Estimate for Selected Remedy Utilized for at Least 30 Years: $ 2,000,000.00 VI. Environmental Consultant Consulting Company: Civil and Environmental Consultants, Inc. Address: 1900 Center Park Drive - Suite A, Charlotte, NC 28217 Phone Number: 980-237-0373 GWCA .0545 Application - Page 2 of 3 VII. Signatures To the best of my knowledge, the information reported and statements made in this North Carolina Solid Waste .0545 Groundwater Corrective Action Application are true and correct. I am aware that there are significant penalties for making any false statement, representation, or certification including the possibility of fine and imprisonment. If Owner and Operator are the same, please sign for Owner and type or write SAME for Operator. Owner Owner Name (Printed or Typed): Mike Griffin Owner Signature: , _ ,j , Date Operator Operator Name (Printed or Typed): SAME Operator Signature: Date: NC Professional Geologist or NC Professional Engineer Name (Printed or Typed): Scott L. Brown Signature: 6 eA& Affix NC Professional Geologist or Engineer Seal: °SN� CARol% SEAL - 026435 � CF R E•- GIN ' So'� '- NEO� ` Date: 3/13/19 GWCA .0545 Application - Page 3 of 3 [Subject: North Meck Landfill — Assessment of Corrective Measures Public Meeting Client: Greenway Waste Solutions at North Meck Project: North Meck Landfill - ACM CEC Project No: 111-370.0001 Meeting Date: August 7, 2018 ATTENDEE LIST: ATTENDEES X Mike Griffin, GWS X John Brown, GWS X Scott Brown, CEC X Donald Cobb, CEC X Brad Priest, Town of Huntersville Summary of Meeting: 1. Introduction. 2. Brief discussion of purpose of meeting. Meeting Minutes Meeting Location: Dellwood Center — 508 Dellwood Drive, Huntersville, NC 3. Scott Brown presented site background and summarized the history of 2L constituent exceedances. 4. Donald Cobb presented potential remedial actions outlined in the Assessment of Corrective Measures. 5. Q&A Session — no questions asked. 6. Closing comments from Greenway Waste Solutions and CEC. 7. Meeting adjourned. Civil & Environmental Consultants, Inc. 1900 Center Park Drive Phone (980) 237-0373 Page 1 of 1 Suite A Fax (980) 237-0372 Charlotte, NC 28217 www.cecinc.com FIA F AU,7 Civil & Environmental Consultants, Inc. March 7, 2019 Ms. Jackie Drummond Compliance Hydrogeologist Division of Waste Management - Solid Waste Section North Carolina Department of Environmental Quality Asheville Regional Office 2090 US Highway 70 Swannanoa, NC 28778 Dear Jackie: Subject: Proclamation of Selection of Remedial Action North Mecklenburg C&D Landfill Active Infill Area Mecklenburg County Solid Waste Permit Number 6013-CDLF-1993 CEC Project 111-370.0001 On behalf of Greenway Waste Solutions of North Meck, LLC (GWS), CEC is submitting this Proclamation declaring the intent of GWS to adopt the following remedial action, as originally outlined in the Assessment of Corrective Measure (Revision 1) prepared by CEC and dated May 2018, in response to vinyl chloride exceedances at Point of Compliance wells along the western perimeter of the Infill Area at the North Meck C&D Landfill: • Soil Vapor Extraction through the use of an active landfill gas extraction system in the vicinity of impacted groundwater monitoring wells. If you have any questions or comments, please don't hesitate to contact Scott via email at sbrownkcecinc.com or by phone at (980) 260-2102. Sincerely, CIVIL & ENVIRONMENTAL CONSULTANTS, INC. h 4 6 U& ;f Donald M. Cobb, P.G. Project Manager Scott L. Brown, P.E. Vice President 1900 Center Park Drive, Suite A I Charlotte, NC 28217 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com jl\II j LEGEND �U APPROXIMATE LOCATION OF INFILL AREA GROUNDWATER MONITORING WELL APPROXIMATE LOCATION OF EXISTING EXPANSION AREA 1 CLOSED PHASE I GROUNDWATER NORTH / / l /I l \ \ \ \\\'\ \ \)� CLOSED C&D LANDFILL CELLS O• MONITORING WELL \ --� / , / �/ ll/ \ \ \ \ �� \ � APPROXIMATE LOCATION OF OFF —SITE MECKLENBURG COUNTY HOLBROOKS ROAD LANDFILL EW-21 1 GROUNDWATER MONITORING WELL APPROXIMATE LOCATION OF LANDFILL POINT OF COMPLIANCE WELL EW-212 APPROXIMATE LOCATION OF LANDFILL EW-213 ® OFF —SITE POINT OF COMPLIANCE WELL 676.99 APWATER LRLEVEL 2017ELEVATION , EXCEPTO F SITE WELLS O SW-1 SURFACE WATER SAMPLING LOCATION EW-210 PROPOSED SURFACE WATER SAMPLING SW-7 LOCATION CREEK EW-208 _ _ EW-207 POINT OF COMPLIANCE BOUNDARY REVIEW BOUNDARY MW-9D(i) GP-1 © PRIVATE WATER SUPPLY WELLS 589.93 -- EXISTING PROPERTY LINE \</� \ \ EXISTING CONTOUR MAJOR SW 1MW-9(I � GP-2 6—gD(i) EXISTING CONTOUR MINOR 690.45 EXISTING LIMITS OF WASTE ij684.62 J EXISTING PERIMETER METHANE �— MONITORING WELL \ PROPOSED LANDFILL 687.23(I) GP-4 \ r GAS EXTRACTION WELLS l ��• APPROXIMATE LOCATION OF M/jW�—�i1�4 / MW—12D\i .j� •SOIL GAS PROBE 689.81 687.32 �� APPROXIMATE METHANE — MONITORING WELL LOCATION Mw-13, < GW-10689.4 �\\� REFERENCE NOTES SCALE IN FEET GREENWAY WASTE SOLUTIONS 1. EXISTING CONTOURS NORTH OF 1. GAS MONITORING WELL Z71AW 1AF AT NORTH MECK, LLC THE EXISTING CREEK PROVIDED LOCATIONS ARE APPROXIMATE 0 100 200 NORTH MECK LANDFILL BY PATTERSON LAND AND HAVE NOT BEEN Civil & Environmental Consultants, Inc. HUNTERSVILLE, NC SURVEYING, PA DATED 2016. SURVEYED. 1900 Center Park Drive - Suite A - Charlotte, NC 28217 Ph: 980.237.0373 - Fax: 980.237.0372 GROUNDWATER CORRECTIVE ACTION 2. EXISTING CONTOUR SOUTH OF 2. GROUNDWATER POTENTIOMETRIC www.cecinc.com PERMIT MODIFICATION SITE PLAN THE EXISTING CREEK PROVIDED CONTOURS ARE APPROXIMATE BY PATTERSON LAND AND INTERPOLATED BETWEEN DRAWN BY: PAB CHECKED BY: DMC APPROVED BY: DMC FIGURE NO.: SURVEYING, PA DATED 2014. WELL MEASURING POINTS. DATE: NOV 20181 DWG SCALE: 1 "=l 00'1 PROJECT NO: 111-370.0001 1 0 n 0 a 0 t U N ^�. ti J O U 3 a i W O O O U O U O I n J N 3 O 0 O O V n O N U '\ O 4 w Z O t U l y ........ �j - . I I I . 'Z': - � - �1 U'; � 1;';W,11� - - . ..:,.,,: � , " .- � , - __ , 1." _1;.1. 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THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS PRIOR TO COMMENCEMENT OF WORK. \\ \\\ \ \\ I\ \ r— i— \---- ___—_ __—__��//�//�� / //�/ IIII// /j�///j�/// /j//�//j%// �\ \� J I \\\\\\\``y11 IIII\\II\I\IIIIII IIIII I III'��/�//%/II I I� \\ 1\\ \\l \\ 111\ \ ;��I�\\�II( f � l / / / ( l ( l `J t 1 I _—=_= __ - _----- -�,-y /��i /%IIII /�i�j /i // ////� //�i/�//��t- \ / 1 X\1` \\>l(?,A, 111\ II\\ IIIIIIIIIII II 1 I/!//// llll�11� \I \\\ \�\ \ \\1\\ \ \ I ( / ( l_ � > > �� ______ _= -==- - =,//��/ /i� /i/ /� //�/ �i/ ,/i/�'' \> \1 /Ill( II 1 I ��, ,lil 2. EXISTING TOPOGRAPHY WAS PROVIDED BY PATTERSON LAND SURVEYING, PA DATED 2016 AND 2014. \ 1 1\)IIIII �\ \ \ r C__ -- - -_ �„ �� ////�'; i/j/��/ �/ �j/ /�//// //� //j/� Z- \ / / \\\� //� I I III III IIII III \ \ I I ///// \ ) I� \ \\\ \\\\\ 1 \ 1 l __ _= - _-_--- --- ,%/ /// / /IIII / / /�i/// / / �i \ / / / (IIIIII II I Ilj I II III / ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL AND LOCATION COORDINATES CORRESPOND TO THE NORTH \ \ / II l� ` \\ I ! — _ —�— —IIII /i IIII// / / //%///�% /�/ /!� Lm \ 1 L� �/� // / 11 I I I II I IIII I I 1 I I /)/ \ 1\ \\\\1,\ �----_ ____= _-__ - - ,7= - - %� �/ ///ice- %--iii////� //,/,///// //j%' ��/'/ \ \ // />//// l 1 1 IIII III IIII III I I \ I IIIII r CAROLINA STATE PLANE COORDINATE SYSTEM. \ II I / /J\\� \ \ „\\\\�\\I\ \ � 1� =-- —_-- --__ _----- —_ — — — _:_� � ///i�/�//�� IIII /// / // //— l / /�/ I I I III I IIII IIII \ lil /III I I I I 1 \.�\1.\� r� 0 z_ — - _--- - ---- -- __-- i-� !////� IIII /IIII //� /�" / / \ //�// / I�I I III IIIII III IIIII I I I(J I / IIIII I /� / I /I / �\ ��r l' „ ��\ 1 I /< = -_— � -- -====--====-==----- --- --,ice/ /�///� �i /IIII//�/ii / /i/�i// - L // �i 11 1 II I IIIII III III I III ( IIII I III I \ / ��/ ��/ \ I I \\ (��------ ------ ----------- — - _ �,///-// /////�//ii / , �i �i//i / �// ///�/ l_ 1 �� / /�/ /�// 1 /III IIIIII I I I III II I I II fj ,.IIII// llllll 3. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE. IT IS THE ( \ ( ) \ N I (\ ,,J = _ _ _ _�� / ///i//ii/// /, / / /// / / /� / /� / / // II IIIII II III II \ i, li,l �LIII IIII \ II41r - I I 1 IIIII III �� ----_----- ------------- -- --- / //��///ii�j�i�. i��i/� /// //� \ t- Z IIII/ /i/ ///� l III III I I I I 1 I Il l IIII I I I I \ _ - / / / // I I I I \ - - // / / / I RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR / I --- --- — / / / / / / / / I I \ i I I I l JI I III IIrJ-=_ --- ___________________ _ ///////�/ //i� �/ /i ///, / /j/ 1_ 7ii // / / i %� l IIIIII II(IIIIII/�: / �l IIIII TO BIDDING ON THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION llllll I\ I IIIII \ �1%� ( -- Y ---___ =---- _ -�;%�� // //�/ // i, i// // // ////// /�// � / ///�///%// I I Ill/ 11 I I I �� f III I l \ III / \ J 111/1 \v I r ,-__________ _________________ ___ �-////////�� /ii�i�//i //��/// IIII \�- /��/�i / /i// /i//�// / ��/l 11 111�1/l II III( �� IIIII OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE IIIII I I Ilf %I/IIII I I I �� _ — _________________�__ //�// �� /�i/ j ///// � // //j//% //, /, , ////!/////i/ ///,- / / //l // l 1( I ( I I I I I \ / III \ r l IIIIII \ l \ l \ �� ____-_ - _ -_� __---- ///�// / �i / i/�� %/�i��/ // %/ /I� \--//i///�i� i'/// //////i/////i///%,/ ///IIII 11 II111r I(��I I�Illl DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. / I \ I, II III // II \ ��\\ \ \ I _ _ _ �___ _ ___ _---� /IIIII//j�j/ /�j /��/% \ �i��i� j/�/ii�j //i�j//�j ////////� //%I IIIII I �1 111 II 1 I I \ \ 1 r ----- - _--------- _ / / / / / /i/ /r / _ /�// / / / / IIII ///�/� / / // /// / III I I \ Jl l � �\\` I I I IIIIII/�\� 1\\ \ I �(/ _ = _ -==__ ______=====__— =_ =_ _ '��%��'%��/i /,i�i�/j///% l� ',-/Oi/iiii�� :/i- / '�///�i/iii //j/// /�// /l I, i� ,>J I II I \\\\`, (I Il III =--= _- -- ------ ----- / / / /� � / / / / % I , \� I I III \ \\ 11 1 1 \I (r == ------ _ — EX/STING CLOSED C&D LANDFILL/////////�/ ////////� j�i�'iii�i/iii%/i�iii j j//j/%/ /� //�/ /)IIII 4. BEFORE INSTALLATION OF ANY LANDFILL GAS SYSTEM COMPONENT, THE CONTRACTOR SHALL VERIFY ALL /\\ \ 1 l �\ I\—J\ \ \\\ / ----------___—_-- — �/ / /,////� / / // / /i /// /�/ / / / / /I CROSSINGS BY EXCAVATION WHERE NECESSARY AND INFORM THE OWNER AND THE ENGINEER OF ANY /`�\\ I 1.111( \\\ \ \\\\(I IfL—_______________________/��//� i ice/ /// /// // j///////// �/ i j ///�//�� //� //i/�//////�/ /// / // 1, I // /1 / I I l 1 \ \ _-\ \\\\\ \� \\\\\\\ \ ��_=_=_ _ _�_=__----- -_- / /IIII /i ///� // /i / /� /// ////ii/// / /�� / //�//� II �///Ill CONFLICTS. THE OWNER AND OWNER'S ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT I ( 11 \ I\� \ \\\\\\ \\ \ \\ --—_________ __________� ��ii—�i//iii/j�%/�%%j/ -� ///�/////�//� j/////�i%//��/ii j///////////�///// //�///� ��l / l I \ _ / /- / / / / / / I I I I Il \ \- \�)1 \\ �� \ ( --- ----- ------ -/ /// // /ice/ /i//�/// / /��i�/ //i / /�ii /i/ ////��/iii / / l I I ///� NOTIFIED OF DESIGN CONFLICTS PRIOR TO CONSTRUCTION. I I 1 \I \\ \ \\\ \ \ \\ / �" '—�D-----=__----- = ////i/ii �/ /i/ ,/, j/�// //////jj�/�///�j///��///�/ //� /i/i ////////// //� �J III >// / ICI IIII\ \ \`\\\ \�\� \ \ \\\\ / _- _____-__ -/, // / // / �i /i� / / / /iii / /ii // ♦I I\\� ` �^�—�+ XN \ \\�\\\\\\\\ ( / / ____ ----- = — ��///�/�/�/ //�/// r //////�///// /� /�/i//// /i/iii/ ii��//////i iii I/ J II( // 5. CONTRACTOR OWNER AND ENGINEER SHALL VERIFY ALL FIELD CONDITIONS INCLUDING PRE -CONSTRUCTION I'II )\\\\ \ �\ l� \\\�\ \\�\\\\\\ ` �� _ ----_ _—__ _eoc//i//j/� /�i/�� //////%//��//////////�j/////,%/�j///j/��//�!i/� / / !/ ^\/1111(/��/ �l I )1\ \ \\\ -��'�\ \��\\ \�\\ \ �\\ \\\ // /// — _____________ ____�///////ice/�/ //i�///iii�ri/i// //�///iii/i��/i�� /�i/��/ii///i/// /�� - // / �\✓IIIII // \\ \\. ✓ \ \ \\\ \\ \\\ \\ 1 --- //i /i/ IIII/!/ / /// / /�/////� //�/ // / — — — // / - / / / / WELL SURVEY STAKES AND OWNER/ENGINEER WILL MODIFY WELL SCHEDULE WITH ANY DISCREPANCIES BETWEEN II \\ \ \ \\ \ \ \ \ \ \ \\ \\\\ \ ( l r —_____ _ _////�/i/ice / //////////j// j / / IIII/// // // /�i/ /j IIII / j/ jam. / / ACTUAL CONDITIONS AND CONDITIONS DEPICTED IN THESE PLANS PRIOR TO DRILLING. THE OWNER AND I i111)\\\ \ ^\ \\\ \ \ \ \\\\ \\ \ \ \\ I l (I f / —_ _--/��//��// //i��/�,/ //j// ��/////// /�/j /i/i��/i//// i�/ /� �% r �(�l/�/� / I \ \\ \\ \ N7 �\ \\\ \ \\ \ \ \�\ \\ \ \\\ \\ )) )1 (/ I �I = _- _ _-- s- _-; % / /i / /i ///�i/i /i//i/�i /ii /iii /�i�i/ii ///ice /��/ /' -/ / III I OWNER'S ENGINEER WILL BE HELD HARMLESS IN THE EVENT OF LACK OF NOTIFICATION OF DESIGN CONFLICTS / I 11 \ \ \ \ f�\\ I \ \ \ \ \\\\\\�) 1�) I rr- ____— _— _-- _�;� /� / ///� // j / //�j/ /////�//�i/ij/j//i�i� �5 / / /% // / // PRIOR TO CONSTRUCTION. lI I I' l NN �\ �\\� lI \ )\ I\ \��\ \l i ll`\<\\�\\\\�\\`\( ) 11(\(11 r �_- _=__�_-- - -- _ i�9' ��i / �/ / �//�/ IIII//%////�////// // / //% //�/ ' l l/ )II)\\\ . �� \J l J 1 l \ \\\ \\ \\\\\\ \ \�\C� 1--_ ----_ _,�i� / // i/ / i i i�i/�i/'/�� /�� /�i ��/' / / /iji / ��/�//� i / 1 \\\�. \ 1 / \ \ �l\ \ \� \�\ \\ \\\� \ Si /� I f �� - _ - - ` - / //��/ //�/// /' �/i //�i/ iii/iiiiiii i'/iii/ /, / / / / / / / / TH NT N NTR T R R P F P YI WI H T PP / l \\\ \\� ) �^ \\ \\ \ \ \\\ / 1 / �_ _r' ///%��/////j/�iX/1///j�%�P//��//%////�////�////��/iii/��i�%Oiii// �) —� /i 6 E CO RACTOR A D SUBCO AC 0 S SHALL BE ES ONSIBLE OR COM L NG T HE A LICABLE / / 1�\\\\\\ I—��\ \\ \ \� \\ \\\\�\\\\ �1 (/ � rO J — —�_��— / ��//// j / ///�j // ///j//,/,;, z /i/ iii � / /// / I I l\ \ \ \\, \ I 1 / 11 / ��i�/ / /�//ii //IIII i / �/ ;/ % / i �/ /�i / / i/��/ FEDERAL, STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE LL I J I / )�\—J/ /�- off,/\ \ \\\\\\\\\ \\\\ \\\\\\I I II / ) I ��P� ) / ;�/�//� /�//�///// //��///////% /% �/' �j%�/�' %/ /�/� l�/�'/�//ice / / \ �/ �( \� \\ \ \ \\ \\ \\ I I / / / ///j///' � �i / /�// PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE / //// i \\ \ \\ f \\ o \\ \\\\ \\ \\ \\\ IIII' I I k,/ / \ � /�� //j j/ %/j/ j/%/j/jjj/%IIII jjj/ /�, / /%/ //� J �� /�� CONTRACTOR AND SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, i / // \\\\�\� (� \ \C\ \\ \ \\ \\ \ I I I / / / / /' / (//�%� /// PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. '/ // ////>))\�\ ��\l`�� \\�J�\\\\\ \\\�\\\� Illlllri I ( III / / / J / //� IIII //"/""///�/ /�// /'/// //� i /�j% j//% \ \\ \ �\ \\ \ \ / -/ �////i / i /iii/IIII /ii /i/i/�i/ii /i �i // / // // / I \\ \ \� �\\ `'`� \\\�\ \ \\ \\ �\\\\ IIIIII I I / /i \ / �i///i //IIII zxz?/ii /ii///i//i //iii / / /,, /" - 11, " / 7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY /�/ I 11 \� \ \\\ \ \\\\\\\ \\r itI 1 I I ` \ / /1/ ///� �/////////�/,//////////�/ /' / /�j /— / // /// j /%/ /'� I I 1 \\ \\� \ \ \ \\\�I \ 111 llllll I I I \ \ \ ( / j�///i //IIII //� /i /�iiii /. / / �ii�<� /i/ IIII/ / AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN I I I ' \ �/ \\\�\\ \ \\\\\ \\ 1 \ I'1\ I \ \ �i /�_ / ///// / /////////% /� - /// / /// —//- // //�% I ( (�1 \ \ 1111 \ \\\\\ \ \\\� \\�\\\ 1 1 I \ \ \ /,�i /ice /ii�ii� i IIII //ii�/i/ii�/ /, / / �i/� //-�i/ /�/ i/ / THE COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. I \\ I\ \ .. \ \ \ ` \ / /%%///\ X//� /////////�///////�/ //�/// /�/i %/��%,y/ / / // \ \\ \ \\\\\ \ \`1 �\�� \ \\� \\ �� I, � \ \ \\. �',�i'ii / / �/ i//� ////�iiii //i /iiiiii/i/ IIII/ /IIII /�/ /� / / / \ \ \ \ \\\ �� /� \ll\-,�1 \\\ \\\ / \ \� //��/ii�/� IIII\ \%//i �ii, -/ iii / iii/i�///i /ii /ii/i�� / ,%/ / / / /IIII 8. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE LATEST REGULATIONS OF THE \\\ \� - �� \ \\\ \\ �o \ // / / ////�/ / // � // )' �//////�/%� /�- / / // ///� \\� \` ��\\\ \ \\� \� \\\\� \ \L \ \� /��/ ///iii///�i// ��ii�/iii /iii/i�i �i ��,�i i, / ii l / l / / AMERICANS WITH DISABILITIES ACT. \\\ \ \ \ \ l I ///// / // / ////��///� ////////�/////////%�%/%%/ �/ ) / / / /// �%/ \ \ �, s\\ \ \\ \\\1 \\\\ \\\\\ �� - \ \ l� /i//i./� / / /// / / IIII //iii/ ., / /i �, , / / / l \ \ \ .\�. �)1\ \\ LLL-`\ \\\ \�d / \ \ ,y /j�/i�/ ��,,/��1/ //iii/ii //i//ii/ /��i/�//ice / iii/ii /� l // /j 9. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS DRAWING SET FOR OTHER PERTINENT INFORMATION. \��\ Nuo, ,\ \, /S-C'�\\\� �\ �/�1\\ \\ \ \ \ I \ \� \` ^� ��.� /iqs / //////�%IIII / ��// /�� ' /'L/ / ) ) 1 / ll/ // / IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT �1 \\ (/ /' B ALL WORK ASSOCIATED WITH THIS PROJECT. �,•. , ) \ V\u</ 10. LANDFILL GAS SYSTEM LOCATIONS AND ELEVATIONS BASED ON EXISTING CONDITIONS SHOWN. ACTUAL FIELD �', / 1`\\\�\ 1 '� CONDITIONS AT THE TIME OF CONSTRUCTION MAY VARY FROM INFORMATION SHOWN. REVISIONS TO LAYOUT MAY % // ),\��\ I BE NECESSARY IN THE FIELD AT THE TIME OF CONSTRUCTION IN ORDER TO CONFORM WITH THE INTENT OF )�� /// \\\ \\( THE DESIGN. ALL FIELD VARIATIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN ADVANCE OF / v �)\\\\�� f PERFORMANCE OF THE WORK. I� 11. ALL DAMAGE TO EXISTING ROADWAY WHICH RESULTS FROM THE CONTRACTOR'S OPERATIONS SHALL BE \\/�\\ REPLACED WITH LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. � —^ 12. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY ITEMS TO/% REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. REFERENCE A 1. EXISTING CONTOURS NORTH OF THE EXISTING CREEK PROVIDED BY PATTERSON LAND SURVEYING, PA DATED 2016. 2. EXISTING CONTOURS SOUTH OF THE EXISTING CREEK PROVIDED BY PATTERSON LAND SURVEYING. PA. DATED 2014. //// I /I /� /-i / // / / / / //j// �---/- - / // // /�_ -''' ✓//rQ\_ -_/ / % ,, ��/ / / /( ((()� / III �� 6 1 5 1 4 1 2 / / r / / LEGEND EXISTING PROPERTY LINE _ _ EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR EXISTING CREEK EXISTING PERIMETER METHANE MONITORING WELL EXISTING LIMITS OF WASTE SCALE IN FEET 0 200 400 NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 0 oC U W o ac II- z cr O � w o� W 0 0 z 1�c; ^ T � N Z rl M - O � o ti 0 m N 1 1 U U (D F r--4 Q . 0 �C 111 � = LL .9 U V) M U 4) W � r- 1 1 5.M� ; O 0 L � M 0 ,i N C ;> a 0) (D t W c a 4 U O a) T •li u W J 0 b.1a� JJJZ 0 �C.)CcJ 0 F W m J �2Z> Q = W � � W >_OC�Z <ZW Z LPL = WD= W H CC CC C1 0 Z o m v Z c cn r- T r z 0 .. � Q m Z m 0 Y z 0 a 0 w U U T_ o C N N II z = r � a W ,`��44�}144444sgp,"o 8� f +'I O m •k'I . • �i� t J Z Lu y r r + Q U H U W > r ± t . ,J-27-J7 DRAWING NO.: A� '� r�' C 2 0 0 . '• T +�` ." 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COLONIAL PIPELINE 1 J \ // // I \ \ \ / / //, - \ / / / DO NOT EXCAVATE WITHIN v/ I /��i / // I ( , ) \ (\\ \\ \ \ i� \\\ \ 1 \ �-_ \- ��_ \ i' IIII i 1J I )�' r�i J )\\\\,\ \ \\\\ I I \ \ 1 I \ \\ THIS 100' GAS EASEMENT / I / , ! / l \�� ///�� \ ( \ \\ \ l \\ \\� \ � 1_ _-- IIII �// �J�/r � \\ \ \ / ` J \ J r (<< / ii \ \ \ /NF/LL EXPANS/ON I / / }�\\ \ \ / / /// �/ / �J ( ) (( ((\ \\\> > \\\ \ \ (/ - / / / 1' \ \ / \\ \ \ \\ l EW-214_/ / // / IIII/ / �J J ✓ /i/ji/ /i�i \ \\\ 1 / , AREA ACTIVE C&D _ I / / \\ - \\\\ � / - � /'�'/ ' // // �� )- (// T >�> , I I / // /�/� - \ I LANDFILL CELLS ` - �\ / /\\ \ \� _� - /i/ / / /, / " - �) I / / l \ I _ / / \ \ / /, / / / i // / \ �\\ \ \ L-\\ /// IIII /� j-� \\\\\\\ \ / I / , �� ) /C--/� ( / \\ � �� 1= % ' _ '- /' i / /// 2011;/// / �/ / I--- l� \ I) \\ /iii/�// // \ \\ \\\ \ I / ' \ 1 / , \\\\` / \�' %/ //%i ''"/�i / _ I I 1 / /// / / / \\\ \ \ \ \ ~� // - — // // / i / / / / // \ J \ \ / // // / //� \ l I \ \ / / � �- _ — / / / / / iii \ - / / \ \ /� \\\ / EW-202:/ / / / _ �\ - \ \ \ \ �„ I / //// ////�/ /// //- \\\ \��\�\� \ / I \ \\ \ \I / \ \\\\\( // � /� IIII/ -- / / /i % //� �/ �/ //%/ \! j \ \ \ \ / / -/ // / / - - / - / / / \\\\ I \ \\— I / / //// / // / \\\\ \\ \\ \�\ N � \ \\\ \ / \ \\ /�/i // �� /// /� / % / // // //,� \ /// /// / // \\\\\ \\\\ \\ \ \ \ \ \ \ / // — / \ \\ / / // / // / / \ \ \\\\ \\\ \\ \ l 1 ( \ I \ \ �� / //-- / / / / / /^ 1� 1 1 \ \ \ I /// /// / �/ / \\\\\\\ \\\\\\\ \\\\\ L I / \\\ \ l \ / / / \\\\\\ ��j/�/� /// / /� �// IIII i // / �/ I —��/ / \ 1 I I I \ \ \- 1 / //A/ / // / ////\ \\\\ \\ \ \ \ \\ \ \\ \� / // \�=�/i /� // EW-203 i- //� /�' // // ( / / / / I \ — \I / // / ///// \ \\ \ \\ \\\\ \ \\\ \\ I \ 1 / i/, I \ // / _/o%/ , /i/� /ji 1 11 I l \\ \\ \\ \IIII / // ///// // / / / // //� / //-\\\\�\\�\\\`\� �\�\\\� \\��\\ ` / \\\\\ \\I \\ \ / // I // �� / / / / j� 4" SDR 17 HDPE I 1 i _- 1 / / I I l \ \ \ I( l /I / // // / // / // \ \ \\ \ \ \ \\\ ( ��/ / // r // // // I ' / / / / / - / / / LATERAL PIPE / I I // j�� / \ \ \ 111 ( I// / /// // /// /// \ \\� \\\ \\\\\\\ \\\ \\\ \ \ \ \ \� / 1 //i IIII// � IIII// �/, TYP. \+J // / j \ l 1 \ \\ \ \-\ \ I I I IIII ll l / ll/l IIII% // �// 1 -\\\\.�- _\\.\�\��\\ \\ \ I \ \\ \ \ I \ -// / / / \\\ \\ 1 \// // IIII / // / / Ao / / /// ( )- �"� I,/��.. //// J \\ \ \\ \ I I / \\ \\\ , \ \\ \ \ \ / �/ IIII IIII /// // / / — = �� \ \ I I I I l / // // /// I EXISTING EXPANSION AREA 1 \\\\\\\ I \ \ \\ / IIII/ / / / / / -- /- t LANDFILL GAS HEADER ACCESS RISER \ I II I \ \ / / /i i // — -- / I/// \ \ \ � / \� - I 1 I // \\\ ) \ \ / / /�,-,/ //// � , \ \ I / / IIIII / / // l / / / CLOSED C&D LANDFILL CELLS \ / \ \ \\ \ \ / // / EW-204 ,, /i /i /// % % �� C401 — \ \ \ \ l l 1 1 / l l / l /// 1 \\ 8" HDPE 2% MIN. / \ \ \ / IIII PROTECTIVE ENCASEMENT FOR LANDFILL \ ll // I I I // / // \ \ \\ '- ///'/�f"', //' 'i'/�/'%%' eeo - '8�"�'B \\ \ / \ \\ APPROXIMATELY 485 LF -- \ \ / / //// // / // // / //i �/ % �- // GAS PIPES AT ROAD CROSSINGS- TYP. 5 _\ \ l l// I// / III IIII I / ll IIII / l/ / \ I I / \ \ \� \\ ' / \\ \ \\ / /j/� / // // / / // / -- 8 HDPE 2� MIN. / /// / I III I I I I 1 I11( 1 l I I \ \ \ \ HEADER PIPE \\\\ \\( !/ I / / /// /// �- APPROXIMATELY 836 LF , 6 8" BUT ISOLATION VALVE �/\ 1 I C400 i / // ////\ // Ill 111 I I I l I I I (, I I \ / / ) \ \ 1 \ I , \ ,'/" ,/ �/ / / / / j / TYP. _ ��\ \ \ // 1 \ / /1 \ // // / / , / /// //// IIII III 1 I I I EW-211 \\\ \- J �/ �� \ \ I '\\ / //) / '%i/ ,z - // / /// /, / (/ HEADER PIPE � / . C400 > �`�\\ \\\ \- / BLOWER SKID WITH VFD /// I I 1 I I I 1 \\� ' - I \\\\\\ \,\\\\\ / / ' / // / ' /� -� - ��' / / , ////� _ / ///// l III 1 111 \\ \\�\\\ = / \ // // / / / , ___ / / / ice\ /�// \\ \�_/ / l 1 \ _ _ l % IIII/ , / // /, // �/ /j �/ IIII //�///j �\� �/� / /j/ \ \\� ��- AND CONTROL PANEL - / �\ / IIII //, / // // / / // / - - = � �/_-- _ , \ N\ - / \ \ \`\\ = I // \ 8 HDPE BLIND FLANGE TYP. / ///� �/ / �i // // / / - /- , / �/� /�- \\�- -- / / / (DESIGN SPECS: 1,000 CFM \ \ \� \ \\ \\ �� = EW-212 \ / \� / ,�// // / /i / / // /, / // - --- - / / / - / �� / / AT 80" WATER) //// I \ \ \\ \\ \ \ - - - -_-- -- \ \ \ \\ \ / / , /// EW-205 ///// / / // / i j/i / / / s /_� IIII/,; 1 HDPE VERTICAL GAS EXTRACTION WELL (TYP.) /I // / / )/\\ \ \� - ��_ -_ _ _-\\\\1\\�\\\\\l // ��/ /�,,/,�//��/�/i /ii % �� /' /j'( (/r '�\y =�,��/'��i C400 %_ �' / l I I / � / // l�/'I �\ \�� __ - ��1i/ s I \ 1 \ \\ ��i ////// /IIII/'/ '///�/' / i / /i //i 1 "/ l �Z\ Jll �_� _ �� %- �� -_= - / // 1 I / / / / III - \ \ \ - \\ _ - - \ EW-213' // / // / I I I / / /// / / //// / / / �< /� / (/ / �\ // /�/ /�/� jam ' %%i = 1 / � / / / IIII ), I \\�\ \ \\ - 1 _ / /iii/ - %) I / / /// IIII/ / / // // / 7// / /-\�\J 11 �) //i//'/� / /// �i i/ - / // \ \ -> _ — / / / I I \\ / / / / / \ ( //�_ --- /// /�/ I IIII /ice /// / I l/ IIII l/; ` - L_ 1-` = ---- ��%%/i/�/iij) I �jj '��ij// '�/// / / /J��/ \ / 8 CONDENSATE TRAP �/ ��=\_i//��/� j j// /�j_f-\ / I`/ // / 1 / \\ — \� _- = — — — = � ----_ / / / / // / // � / / / —_�—_— —/ // IIII/—i_i �- — // / / / /i /i / / /J \ / (40 \ // — //// , ___ l/ - -_-_ - - '/ / �/ / ij/ i/i%) /% // / / / / / //�� // \\\\ / -J / /�/�--�� /i ,- ,// �//iii %_=-- _ -� _ —_ _ - CONDENSATE TRAP $ ` _ EW-210 \ = --�� - -_ - --_ _ /// // / ��/i /// /�/ ,- \\` , � �i/ %/,°/- —%- __�_\ / \ / / - — / // / /i / / ///_-__ - \ \ / 5 \ LW-209 _ _ - - - /- - / / // // / // \_ / � �.� ((-/� \ =" _-/ ��/�� / // / \ - - - / / IIII% // / \ ' / / ' ' / / / �/ �- --� /� \ — — __ \ \ — / // / / / / / // ) / / /�\ %/ %%�///% ' IIII /—�� / �\ \\/ _ — — — — — -- %- /_ IIII i / / /( // \ / / %/�i ij /// / fj5 f // �// j I� \� \ \�\\\ \�\\ / —� — �� — — j/i // *11 //j/// /// IIII / ( / �- \ ��— / // / \ \\� 1 ( I \ 1 /./ \\\ \\\ --- _ - EW-20E - --- - / / // / // / I -� -_- \ //�/� / \ \ ( \ i \\\\ \\� 1 8 HDPE BLIND FLANGE TYP. \� \ \\ / ,- ---- 1� /IIII/ / / / / 1\ �i \ \ \ (TYP.) \\\ \\ �� --_ --- �\ — �i/ // / // /// /// / ;IIII /// �l \) �f i/' / /� /ii // /ice / j\��\\\\ \J \\\ / __ � -- _— _ — / // / / / / — � _ / // // / — \ \ \ _ __ //// / — —� � -- �—�i/j /// IIII/ / /i / / �� / / \ /� //� / / //�� ///i////i / / \\\\\ \ \\1 _ / / / / Q // --_ _ // / / / / ,v —\\ — / / r- --_— -- �\ —= , IIII // / / — / / / ') --_ �/� /i / // / / / /i ow �— �/ / / —_- — \\\ \— /// �// / / / i \ I ( / / ji i iiii ' //— // // / \ \ \ \ \ \ / / / / 7 // / �/ \ \ \ \� / / / /i / / / — / / �i /- / /— % / � — \ \ _ —114%_— / \ \ l( / / —ice / ,— / / // %— \� �l \ \ \ \ - / -- - - \ \\ - _ EW-207' /// // / - // /// 1 / / �`�i/ / /IIII/// i/i ii __/l / IIII // // � \ \ \ —\ — \ \ — // // // / // // / / \ \ IIII �i—� / —�/%IIII/ /i / / 4bb- \ - _ / IIII / / / - i / \ / �/ / // /// /i///� /� / /i / �/ /i IIII /% \ / \ i �,�\ - _ IIII/ / /i // // / / 8„ HDPE 4% MIN. / / /�// //j / //�// /// / / / /ice/ /� // / /i , - �\ J r I \\ I I 1 \ — / / // i / — /i/�%- EW-109 \\ 1 I I�\\ / /i/ / // / / / / -J�%/ /// // IIII// /_ IIII ,,/�- (\\ \ - - - /// /// ///// // / / /// APPROXIMATELY 1,341 LF /� / `_J� / //i'/ ��/�/ //%%%EW-108 �� '/ !/ \\\\ \\\ \\\\\ vAlft c_� — — / / / / / / / .\ � \ /// // / / / // IIII \ / /i�/ / /� / / HEADER PIPE 111 / / - / / / ''%/ii /i%�_ ��%i'/' /��- 1\\ \\ \\ l \\\\ \\\\\ / // // IIII/ /— / / �\ \—�i/),\� l/��j// //' / % "�� /� j// \ \ \ \\ — / / // // / �/ /--\\ �I -'- \� iii—/ ' /i/ j'�//%%'IIII/ iii' �\ \ J \ \ \ \ -, - / /�/)1 )III /�J////// /// // /iEW-107� ///„/ /// -� \\ \\\ 1�\�\\\\1\\\ r - /�/ - = _��ii // / / / /// / // IIII ��=� //��/iii////i///-� ice- \\\\ v \\ > **I LANDFILL GAS HEADER ACCESS RISER 7 1 ( l /// / / // ---- i _ _ _ /�%'/��) (( // / IIII// /// / IIII/ -/; // //�- ��/ / / -_\\ \\ \\� \\\ 11 _-- __ _ _///// // , �l I III 1 TYP. 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'IIII /� \////i',/ / /�/ ///ii�'/ /'i'' / � / / l / / �\\ �l�\\\--^1 \\ /�,\\\\ \\\. \\ �\ \ ��\\-�,�,,/ii /�/�/��i/ii IIII IIII// // /� �/ / 1 / l/ f/ -� \ / /> \ \ \ C _ \ , /- �\/iiiiii / //�i I I�/�i�i/� /i'�iiiiii/i'i�///i' /l' / 1 I / /, / / / /� I ,�\\\ \ \\\ \ �: �✓ — \ .,/iii , / // /// /� / / / / / ///IIII\��1\\\l\�\uJ _/ ((\ \� \\�� — ✓�Lii'��'�'�/ 1/i/ii//��/i/ //�� // �� I 1 11 1 1 11\\ \1 �� /- ��, /i �/ /i /'1 /IIII,// / „ //��ii��i /iiii //// / /// /z 1��1I \� i/ I 1\\ \\\ ��\\\�\\c-- /��/// j// ( %/j//� // IIII // / L----/ / / //// / // / / \\ l\ i \ \ 1 I \ \\ \\ \s--I, \ —) /i�/,i////,/�/�� //ice/�i� / iii // //i / �� :r- —_ / / \\\ / \ \ -�-% / / / /// / ////// /////j/%/ /// \/1-1 � l (11� /i //iii /i� /i/IIII/ ///i� 11 /-\\\\ � \ \\Z__ -„ / -----f I� ) �0\ � ;,%\�/////, //�//�/// /�/ /) /�/ 1 // /// II lII I 1 (/ / \� c/ice//ii/ii/// i /// f// / �\.�� \�\�� \ 1/ /�/ IIII / /i //�/ / �� %/ ) i I \ \�\ //// //// ///�/ / /�/1 , \�` - � \ � / /� ./%////�//� _ i ii / REFERENCE \ \ ---" — = - '� � I �,\A1�\ -�,� 1. EXISTING CONTOURS NORTH OF THE EXISTING CREEK PROVIDED BY PATTERSON LAND SURVEYING, PA DATED 2016. 2. EXISTING CONTOURS SOUTH OF THE EXISTING CREEK PROVIDED BY PATTERSON LAND SURVEYING. PA. DATED 2014. � � : ` — I \ \ \ /- / /// / ///////j // �\ m n — _ i/�/// /\ / %i �/ , IIII; / \1\ \ -\\ 11 'Ill&- /i%i/iiii' "\,�\\\ &. , 1, '000/ LEGEND EXISTING PROPERTY LINE EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR - - - EXISTING CREEK EXISTING LIMITS OF _ WASTE EXISTING PERIMETER METHANE MONITORING WELL PROPOSED LANDFILL GAS EXTRACTION WELLS PROPOSED LANDFILL GAS EXTRACTION WELLS RADIUS OF INFLUENCE 0 SCALE IN FEET 0 200 400 NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. 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SPRING LINE OF PIPE 6" MAX./ 4" MIN. 6" FLANGED CAP- 6"0 SDR 11 HDPE PIPE MOUND BACKFILL MATERIALS AROUND FINISHED WELL EXISTING GRADE \v COMPACTED CLAY CAP— BENTONITE PLUG SOIL BACKFILL 6"0 HDPE, SDR 11 SOLID PIPE BENTONITE PLUG SOIL BACKFILL 1" TO 2" DIAMETER WASHED STONE 6"0 HDPE, SDR 11 PERFORATED PIPE 1/2" DIAMETER HOLE SPACED 90' AROUND THE CIRCUMFERENCE OF THE PIPE, AND 3" ON CENTER ALONG THE PIPE. STAGGER ADJACENT ROWS OF PERFORATION ALONG THE PIPE. END CAP SEE NOTE 1 3 6" FLANGED CAP- 4"0 SCH 80 PVC PIPE 3 VL-- 5'-0" 5'-0" 4'-O" MOUND BACKFILL MATERIALS AROUND FINISHED WELL 1'-0" 1 —p» EXISTING GRADE �i. COMPACTED CLAY CAP 2'— O" MIN. BENTONITE PLUG I —2'-0" MIN. I 2'-0" MIN. SOIL BACKFILL 6"0 SCH 80 PVC VARIES, SOLID PIPE SEE 7'-0" I SCHEDULE I BENTONITE PLUG 2'-0" MIN. —2'- 0" MIN. SOIL BACKFILL VARIES VARIES I » 1 -0 MIN. V-0" MIN. " TO 2" DIAMETER WASHED STONE f C SLOTTED PIPE C40VARIES po VARIES PVC END 7 CAP—,---,� I SEE NOTE 1 —091 3'—p» DIAMETER 1 HDPE VERTICAL GAS EXTRACTION WELL C400 NOT TO SCALE YELLOW UNDERGROUND DETECTABLE MARKING TAPE 6" ABOVE THE TOP OF THE PIPE (LABELED GAS) SELECT BACKFILL EMBEDMENT HAUNCHING MATERIAL BEDDING BEDDING HDPE GAS CONVEYANCE PIPE 4 LANDFILL GAS HEADER / LATERAL PIPE C400 NOT TO SCALE 6" SCH 80 PVC PIPE ,— p„ 4 SLOTS PER ROW 90' APART. ADJACENT ROWS STAGGERED 45% SLOTS TO BE 18" WIDE, 3" LONG, ROWS TO BE 9" O.C. 829 1 DIAMETER MIN. BID ALTERNATE - PVC VERTICAL GAS EXTRACTION WELL NOT TO SCALE (� ROAD ROAD WIDTH 12" CORRUGATED METAL OR HDPE PIPE CULVERT ROAD WIDTH + 10' PROTECTIVE ENCASEMENT FOR LANDFILL 5 GAS PIPES AT ROAD CROSSINGS C400 NOT TO SCALE 8" SDR 17 HDPE PIPE (FROM ABOVE —GROUND PIPE) (L )6" O SCH 80 PVC SLOTTED PIPE 400 NOT TO SCALE 24—IN DIA. CORRUGATED < HDPE PIPE OR EQUAL N I I I I III I I I I I 1—IN DIA. HDPE PIPE SAMPLE PORTS PLAN VIEW 3 WELLHEAD ASSEMBLY C400 NOT TO SCALE 25—IN DIA. FIBERGLASS LID WITH LOCKING BAR OR APPROVED EQUAL. 25—IN DIA. FIBERGLASS LID WITH LOCKING BAR OR APPROVED EQUAL. EXISTING GRADE I � I I I 1—IN DIA. HDPE PIPE SAMPLE PORTS I I I I AGGREGATE I I I I I III I COMPACTED BACKFILL I BUTTERFLY VALVE WITH STEM AND HOUSING OR EQUIVALENT SECTION VIEW 6 8" BUTTERFLY ISOLATION VALVE C400 NOT TO SCALE LLHEAD WITH GATE VALVE CASING HEIGHT AS REQUIRED ) ADAPTOR EXISTING GRADE WELL 'IPE 0 cc O W o cc �:: a Z °C O U uj w w a i 0 z CU cm co }� � Z ti (L) co) O r. �.1 M N 1 1 U co E a x o " L) ' M 1 � 0 N rn a W = W o .^ y O CD 1� T J (n J Z O 0 �JaU JJJZ O �C)�J � F W m J C/) Z> a�J� W QOVZ Z W � Z LL Lu 0 = W H 1= V O Z I r m o Z Y J Q w � U NORTH CAROLINA a BOARD OF EXAMINERS Lu o FOR ENGINEERS AND = Z SURVEYORS LICENSE NO. C-3035 a • `''t CAN, *' } • �1 R �fe u O coT: J Z p Q W U { SEA L ui U 039114 a� a o o a x DRAWING NO.: C400 4 ( �A( Ti y5iyi�: SHEET 5 OF 6 R Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meck, LLC October 8, 2012 NCDENR DIN 1of13 Page 1 of 14 North Carolina Department of Environment and Natural Resources Division of Waste Management Beverly Eaves Perdue Dexter R. Matthews Dee Freeman Governor Director Secretary STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WASTE MANAGEMENT SOLID WASTE SECTION CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL FACILITY Permit No. 60-13-CDLF-1993 C&D MANAGEMENT COMPANY, LLC. (Landowner) AND GREENWAY WASTE SOLUTIONS AT NORTH MECK, LLC (Operator) are hereby issued a PERMIT TO OPERATE C&DD Landfill - Existing Expansion II, Phases 1, 2 & 3 and Phase I of Infill Expansion Located at 15300 Holbrooks Road, in the Town of Huntersville, Mecklenburg County, North Carolina, in accordance with Article 9, Chapter 130A, of the General Statutes of North Carolina and all rules promulgated thereunder and subject to the conditions set forth in this permit. The facility is located and described by the legal description found in the approved application. Edward F. Mussler, III, P.E., Permitting Branch Supervisor Solid Waste Section 1646 Mail Service Center, Raleigh, North Carolina 27699-1646 Telephone:919-707-8200 \ Internet http://wastenotnc.org An Equal Opportunity / Affirmative Action Employer — Printed on Dual Purpose Paper ne NorthCaroli ;VataO, ATTACHMENT 1 PART I: PERMITTING HISTORY Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 2 of 14 Permit Type Date Issued Doe ID Original Issue PTO Phase I June 24, 1993 TC\PTO Phase II March 7, 1995 TC (14.9 acres) October 19,2001 TO (4.4 acres) October 26, 2001 TO Modification (Subgrade Certifications & PTC expanded y 0.36 acres to total of 15.26 acres) April 15, 2003 TC Expansion II, Phase IA (4.72 acres) March 10,2006 TO Expansion II, Phase IA & 113 (4.57 acres) April 20, 2006 TC Expansion II, Phases 2 & 3 June 26, 2006 443 TO Expansion II, Phase IA, 113, 2 & 3 October 26, 2006 548 Letter Of Closure For Expansion Area 1 (-25 acres) September 13, 2007 2895 TO Phase Expansion II, Phase IA, 113, 2 & 3- 5 Yr. Renewal January 20, 2012 15209 TC Infill Expansion January 20, 2012 15209 TO Infill Expansion, Phase I (3.2 acres) October 8, 2012 17213 PART II: LIST OF DOCUMENTS FOR THE APPROVED PLAN Documents 1-16 are contained in previous permits, identified above. 17. North Mecklenburg C&D Reclamation "Center. Expansion HPermit. Site Plan Application Report. North Mecklenburg Landfill, Inc. Griffin Brothers Enterprises, Inc. C&D Management Company, LLC. Huntersville, North Carolina. Prepared for: North Mecklenburg Landfill, Inc. Huntersville, NC, Prepared by: Enviro-Pro, P.C. Fort Mill, SC. September 15, 2005. Revised through March 8, 2006. Project No. EP-1401. 18. C&D Landfill Permit Application. Engineering Report for the North Mecklenburg C&D Landfill. Expansion II. Prepared for North Mecklenburg Landfill, Inc. Cornelius, NC. Prepared by; B.P. Barber & Associates, Inc. Columbia, SC. October 27, 2005. Revised through February 15, 2006. Project No. 05185. Includes construction plan drawings (Cl through C17). 19. "Boundary Survey and Legal description of Expansion II". Prepared by: B. P. Barber Associates Inc. February 15, 2006. 20. Amendment to Construction and Demolition Debris Landfill Ordinance and Franchise Agreement. Issued by: Mecklenburg County. Issued to: North Mecklenburg Landfill, Inc. Minute Book 42-A. February 14, 2006. The size of the area is 25 acres with a capacity of 2 million cubic Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 3 of 14 yards. The Landfill's Disposal Capacity is 300,000 tons per year. The Franchise begins on August 1, 2006 and ends on July 1, 2011. 21. North Mecklenburg C&D Reclamation Center, Closure Report, Mecklenburg County, Huntersville, NC. Prepared for and by: North Mecklenburg Landfill, Inc. December, 2006. 22. Closure Report for the North Mecklenburg C&D Landfill, Expansion Area 1. Prepared by: BP Barber, Charlotte, NC. Prepared for: North Mecklenburg Landfill, Inc. July 2007. 23. North Mecklenburg C&D Landfill Infill Expansion Site Suitability Study prepared for North Mecklenburg Landfill, Inc. by BP Barber, May 20, 2010 and revised thru January 17, 2011. Doc.ID 12728, 12708. 24. Design Hydrogeological Report for the North Mecklenburg C&D Landfill Infill Expansion prepared by BP Barber May 20, 2010, and approved by the Section on June 4, 2010. Doc.ID 10789, 10790. 25. North Mecklenburg C&D Landfill Facility Permit Amendment to allow continued operations, 5- year permit to operate renewal. Submitted by Brown and Caldwell. Prepared for North Mecklenburg C&D Landfill, Permit No. 60-13. Dated January 28, 2011. Doc.ID 12881. 26. Resolution by the Town of Huntersville approving the transfer of the landfill Franchise from North Mecklenburg C&D Landfill to Greenway Waste Solutions at North Meck, LLC. 27. Greenway Waste Solutions at North Meck, LLC, formerly North Meck C&D Landfill, Deed to combine the various properties owned by C&D Management Company, LLC into one parcel. DIN 15059 28. Permit to Construct, Greenway Waste Solutions At North Meck, LLC Application for Permit to Construct. July 14, 2010, Revised July 19, 2011, October 10, 2011. DIN 14870. 29. Revised Operations Plan for Greenway Waste Solutions at North Meck, LLC. Permit No. 60-13- CDLF-1993. Prepared By: Civil & Environmental Consultant, Inc. Charlotte, North Carolina CEC Project No. 111-370. November 30, 2011. DIN 15680. 30. Supplemental Operations Plan -Mining & Reclamation. Prepared By: Civil & Environmental Consultant, Inc. Charlotte, North Carolina CEC Project No. 111-370. December 22, 2011. DIN 15997. 31. Construction Quality Assurance Report. Prepared for Greenway Waste Solutions at North Meck, LLC. Prepared By: Civil & Environmental Consultant, Inc. Charlotte, North Carolina CEC Project No. 111-370.001. August 8, 2012, Revised September 26, 2012. DIN 17368. Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 4 of 14 PART III: PROPERTIES APPROVED FOR THE SOLID WASTE FACILITY Cabarrus County, N.C. Register of Deeds Property Pin Book Page Acreage Grantor Grantee C&D C&D 01910102 25802 717 129.58 Management Management Company, LLC Company, LLC Total Site Acreage: 129.58 Deed Dated July 27, 2010. Purpose of Deed was to combine various properties owned by the Grantor into one parcel (#0910102), Instrument # 2010089118. DIN 15239. PART IV: GENERAL CONDITIONS This permit is issued by the North Carolina Department of Environment and Natural Resources, Division of Waste Management, Solid Waste Section (Section). In accordance with North Carolina Solid Waste Management Rule 15A NCAC 13B .0201(d), a solid waste management facility permit shall have two parts: a Permit to Construct and a Permit to Operate. The Permit to Construct shall expire on January 20, 2017. The Permit to Construct must be implemented in accordance with Attachment 2 of this permit. The Permit to Operate shall expire on January 20, 2017. The Permit to Operate must be implemented in accordance with Attachment 3 of this permit. 2. The person(s) to whom this permit is issued ("permittee") are the owner(s) and operator(s) of the solid waste management facility. 3. This permit shall not be effective until the certified copy of this permit which references legal descriptions for all land within the solid waste management facility boundary is recorded in the Register of Deeds office and indexed in the grantor index under the name of the owner of the land in the county or counties in which the land is located. The certified copy of the permit, affixed with the Register's seal and the date, book, and page number of recording, must be returned to the Section within 30 calendar days of issuance of this permit. If the Section does not receive the certified copy of the recorded permit within 30 calendar days of issuance of the permit, then and in that event, the permit is suspended and of no effect until the date the Section receives the certified copy of the recorded permit. 4. When this property is sold, leased, conveyed, or transferred in any manner, the deed or other instrument of transfer must contain in the deed description section, in no smaller type than that used Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 5 of 14 in the body of the deed or instrument, a statement that the property has been used as a sanitary landfill and a reference by book and page to the recordation of the permit. . 5. By beginning construction or receiving waste at this facility the permittee shall be considered to have accepted the terms and conditions of this permit. 6. Construction and operation of this solid waste management facility must be in accordance with the Solid Waste Management Rules, 15A NCAC 13B, Article 9 of Chapter 130A of the North Carolina General Statutes (NCGS 130A-290, et seq.), the conditions contained in this permit; and the approved plan. Should the approved plan and the rules conflict, the Solid Waste Management Rules shall take precedence unless specifically addressed by permit condition. 7. This permit is issued based on the documents submitted in support of the permit application for the facility including those identified in Attachment 1, "List of Documents for Approved Plan," and which constitute the approved plan for the facility. Where discrepancies exist, the most recent submittals and the Conditions of Permit shall govern. 8. This permit may be transferred only with the approval of the Section and through the issuance of a new or substantially amended permit in accordance with applicable statutes and rules. In accordance with NCGS 130A-295.2(g) the permittee must notify the Section thirty (30) days prior to any significant change in the identity or business structure of either the owner or the operator, including but not limited to, a proposed transfer of ownership of the facility or a change in the parent company of the owner or operator of the facility. 9. The permittee is responsible for obtaining all permits and approvals necessary for the development of this project including approval from appropriate agencies for a General or Individual NPDES Stormwater Discharge Permit. Issuance of this permit does not remove the permittee's responsibilities for compliance with any other local, state or federal rule, regulation or statute. - End of Section- Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 6 of 14 ATTACHMENT 2 CONDITIONS OF PERMIT TO CONSTRUCT PART I: FACILITY SPECIFIC CONDITIONS The Permit to Construct dated January 20, 2012 will expire on January 20, 2017. Construction of any C&DLF future phases or cells requires written approval of the Section. Application for a Permit to Construct must be prepared in accordance with applicable statutes and rules in effect on that date and will be subject to a permitting fee. 2. The following conditions must be met prior to operation of the Infill Expansion Area. a. The Permittee must obtain a Permit to Operate for each phase from the Section in accordance with 15A NCAC 13B .0201(d). b. Construction Quality Assurance (CQA) documentation and a certification by the project engineer that the landfill was built in accordance with approved plans and the conditions of the permit, must be submitted to the Section for review and approval. C. The Permittee must contact the appropriate regional environmental specialist and permitting engineer to determine whether the Section chooses to hold a pre -operative meeting with key landfill personnel and representatives of the Section. d. The edge of the waste footprint must be identified with permanent physical markers. e. The revised Financial Assurance instrument for approved Closure and Post -closure Care costs must be submitted to the Section. ATTACHMENT 3 CONDITIONS OF PERMIT TO OPERATE PART I: OPERATING CONDITIONS 1. This Permit to Operate shall expire October 8, 2017. Pursuant to 15A NCAC 13B .0201(g), no later than April 8, 2017, the owner or operator must submit a request to the Section for permit review and must update pertinent facility plans including, but not limited to, the facility operation and waste screening plans. 2. This permit approves the continued operation of Expansion II, Phases 1, 2 and 3, the onsite environmental management and protection facilities and Phase I of the Infill Expansion. Prior to operation, the permittee must acquire and maintain all other permits, licenses and authorizations necessary to properly operate the facility. Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 7 of 14 3. The landfill has a total permitted disposal capacity of approximately 3,141000 cubic yards of total gross capacity in approximately 34.3 acres. Total gross capacity is defined as the volume measured from the bottom of waste through the top of final cover. C&D Unit Gross Capacity (cubicyards) waste (acres) Current Permitted Landfill Phase 1 1,000,000 14.9 Phase 2 & 3 1,100,000 16.2 Sub -Total 2,100,000 31.1 Infill Expansion Phase I 323724 3.2 Phase II (future) 423,810 Vertical Exp. Phase III (future) 293,466 Vertical Exp. Sub -Total 1,041,000 Total for Facility 3,141000 34.3 4. The estimated annual waste disposal rate is approximately 120,000 tons per year. This rate is approximately 415 tons per day, 291 days per year. The Ordinance and Franchise Agreement with the Town of Huntersville allows a maximum of 500,000 tons of construction and demolition debris waste to be deposited into the landfill each year. Maximum variance shall be in accordance with NCGS 130A-294(b 1)(1). 5. This facility is permitted to receive solid waste generated within Mecklenburg County and from counties contiguous to Mecklenburg County. The population to be served comes mainly from the following counties: Cabarrus, Catawba, Gaston, Iredell, Lincoln, Mecklenburg, Rowan, Union, Lancaster, SC and York, SC. 6. The landfill is permitted to receive the following waste types: a. "C&D solid waste" as defined in 15A NCAC 13B, Rule .0532(8) means solid waste generated solely from the construction, remodeling, repair, or demolition operations on pavement and buildings or structures. C&D waste does not include municipal and industrial wastes that may be generated by the on -going operations at buildings or structures. b. "Inert debris" as defined in G.S. 130A-290 (a)(14) means solid waste that consists solely of material such as concrete, brick, concrete block, uncontaminated soil, rock, and gravel. C. "Land -clearing waste" as defined in G.S. 13OA-290 (a)(15) means solid waste which is generated solely from land clearing activities, limited to stumps, trees, limbs, brush, grass, and other naturally occurring vegetative material. Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 8 of 14 d. "Asphalt" in accordance with G.S. 130-294(m). 7. Those wastes listed in 15A NCAC 13B .0542 (e) must not be accepted for disposal including, but not limited to hazardous waste, municipal solid waste, liquid wastes, commercial or industrial solid waste. 8. Regulated -asbestos containing material must be managed in accordance with 40 CFR 61. Disposal of asbestos waste must be in accordance with 15 NCAC 13B .0542 (c). 9. Wastewater treatment sludge is not approved for disposal. Wastewater treatment sludge may be accepted, with the approval of the Section, for utilization as a soil conditioner and incorporated into or applied onto the vegetative growth layer. The wastewater treatment sludge must not be applied at greater than agronomic rates or to a depth greater than six inches. 10. The permittee must not knowingly dispose of C&D waste that is generated within the boundaries of a unit of local government that by ordinance: a. Prohibits generators or collectors of C&D waste from disposing of that type or form of C&D waste. b. Requires generators or collectors of C&D waste to recycle that type or form of C&D waste. 11. The facility operator must complete an approved operator training course in compliance with G.S. 130A-309.25. a. A responsible individual certified in landfill operations must be on -site during all operating hours of the facility at all times while open for public use to ensure compliance with operational requirements. b. All pertinent landfill -operating personnel must receive training and supervision necessary to properly operate the landfill units in accordance with G.S. 130A-309.25. 12. The permittee must actively employ a screening program for the C&D unit that detects and prevents the disposal of MSW, hazardous, liquid or non -permitted wastes. At a minimum, the program must include: a. Random inspections of incoming loads or other comparable procedures. b. Records of all inspections. Training of personnel to recognize hazardous, liquid and other excluded waste types. d. Development of a contingency plan to properly manage any identified hazardous, liquid, MSW or other excluded or unauthorized wastes. The plan must address identification, removal, storage and final disposition of these wastes. Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 9 of 14 13. The use of alternative periodic cover requires approval, prior to implementation, by the Section. Requests for alternative periodic cover approval must include a plan detailing the comprehensive use and a demonstration of the effectiveness of the alternative cover. The plan must be developed according to Section guidelines. Plans which are approved by the Section will be incorporated into, and made a part of, the approved documents listed in Attachment 1. 14. The facility must maintain records for all solid waste materials accepted as alternative cover material and used as alternate periodic cover. The records must include: the date of receipt, weight of material, general description of the material, identity of the generator and transporter, and county of origin. Such records must be made available to the Section upon request. PART II: MONITORING AND REPORTING REQUIREMENTS 15. Groundwater, surface water, and landfill gas monitoring locations must be established and monitored as identified in the approved plans. Any proposed modification to an approved plan must be submitted to the Section and approved prior to implementation. 16. A licensed geologist must be present to supervise the installation of groundwater monitoring wells and landfill gas monitoring wells. The exact locations, screened intervals, and nesting of the wells must be established after consultation with the Section Hydrogeologist at the time of well installation. 17. The permittee must obtain approval from the Section for the design, installation, and abandonment of any groundwater or landfill gas monitoring well. 18. Groundwater monitoring wells and surface water sampling locations must be sampled at least semi-annually in accordance with 15A NCAC 13B .0544, the approved water quality monitoring plan, and the current policies and guidelines of the Section in effect at the time of sampling. In accordance with 15A NCAC 13B .0544(d), landfill gas monitoring must be conducted quarterly, unless otherwise specified by the Section. 19. Hydraulic conductivity and effective porosity values must be established for each screened interval at each monitoring well in order to develop groundwater flow characteristics. 20. Monitoring reports of the analytical results for surface water and groundwater monitoring sampling events must be submitted to the Section within 120 days of the sample collection date. Analytical laboratory data must be submitted in electronic portable document format (pdf) and in a spreadsheet format in an Electronic Data Deliverable (EDD) Template. All monitoring reports must contain: a. a potentiometric surface map for the current sampling event, b. analytical laboratory reports and summary tables, Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 10 of 14 C. a completed Solid Waste Environment Monitoring Data Form, and d. laboratory data submitted in accordance with the EDD Template. 21. A readily accessible unobstructed path must be maintained so that groundwater and landfill gas monitoring wells and surface water sampling locations are accessible using four-wheel drive vehicles. 22. Documentation of well completion, development details, repair, abandonment, and all other pertinent activities associated with each groundwater and landfill gas monitoring well must be maintained in the facility operating record. The permittee must maintain a record of all groundwater, surface water, and landfill gas monitoring events and analytical data in the operating record. 23. Within 30 days of completed construction of each new groundwater and landfill gas monitoring well, a well construction record, well schematic, boring log, field log and notes, and description of well development activities must be submitted to the Section. Form GW-1 must be used for both groundwater and landfill gas wells. The submittal must also include a scaled topographic map, showing the location and identification of new, existing, and abandoned wells and piezometers, and hydraulic conductivity and effective porosity values. 24. Each groundwater monitoring well and landfill gas well must be surveyed for location and elevation. Each groundwater monitoring well and landfill gas monitoring well must have an identification plate permanently attached to the well, in accordance with 15A NCAC 2C .0108(o). 25. Within thirty (30) days of the abandonment of any groundwater monitoring well, the well abandonment record (GW-30 form) and any additional information included in the abandonment record must be certified by a Licensed Geologist, and submitted to the Section. A copy of the well abandonment records submitted to the Division of Water Quality, consistent with 15A NCAC 2C .0114(b), must be submitted to the Section. 26. All forms, reports, maps, plans, and data submitted to the Section must include an electronic (pdf) copy. 27. All landfill gas monitoring must be conducted by properly trained personnel and must include monitoring for hydrogen sulfide. Landfill gas monitoring must include interior monitoring of onsite buildings. 28. Landfill gas monitoring results must be recorded on forms provided by the Section and be maintained in the facility's operating record. 29. Within thirty (30) days of the abandonment of a landfill gas monitoring well, an abandonment record must be submitted to the Section. The boring must be abandoned in accordance with 15A NCAC 2C .0113(d) and be certified by a Licensed Geologist. Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 11 of 14 REPORTING AND RECORDKEEPING 30. Copies of this permit, the approved plans, and all records required to be maintained by the permittee must be maintained at the facility, unless otherwise approved by the Section, and made available to the Section upon request during normal business hours. 31. The owner or operator must maintain a record of the amount of solid waste received at the landfill, compiled on a monthly basis. Scales must be used to weigh the amount of waste received. 32. On or before August 1 annually, the Permittee must submit an annual facility report to the Section, on forms prescribed by the Section. a. The reporting period shall be for the previous year beginning July 1 and ending June 30. b. The annual facility report must list the amount of waste received in tons and be compiled: i. On a monthly basis. ii. By county, city or transfer station of origin. iii. By specific waste type. iv. By receiving disposal facility. V. By diversion to alternative management facilities. C. A measurement of volume utilized in the landfill cells must be performed during the first or second quarter of the calendar year. The date and volumes, in cubic yards, must be included in the report. d. The amount of waste, in tons from scale records, disposed in landfill cells from June 24, 1993 through the date of the annual volume survey must be included in the report. e. The tons of C&D waste recycled, recovered or diverted from disposal including a description of how and where the material was ultimately managed, as applicable, must be included in the report. f. The completed report must be forwarded to the Regional Environmental Specialist for the facility by the date due on the prescribed annual facility report form. g. A copy of the completed report must be forwarded to each county manager for each county from which waste was received the facility. Documentation that a copy of the report has been forwarded to the county managers must be sent to the Regional Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 12 of 14 Environmental Specialist by the date due on the prescribed annual facility report form. 33. Financial assurance must be continuously maintained for the duration of the facility in accordance with Rule 15A NCAC 13B .0546 and 15A NCAC 13B .0547 (2). Closure and Post -Closure cost estimates and financial instruments must be updated annually pursuant to 15A NCAC 13B .0546. 34. A closure and post -closure plan must be submitted for approval at least 90 days prior to closure or partial closure of any landfill unit. The plan must include all steps and measures necessary to close and maintain the C&D unit in accordance with all rules in effect at that time. At a minimum, the plan must address the following: a. Design of a final cover system in accordance with 15 NCAC 13B .0543(c), or the solid waste management rules in effect at the time of closure; b. Construction and maintenance/operation of the final cover system and erosion control structures; C. Surface water, ground water, and explosive gas monitoring. 35. Pursuant to the NC Solid Waste Management Rule (Rule) 15A NCAC 13B .1626(5) burning of land -clearing debris generated on -site, as a result of construction activities, requires approval by the Section prior to initiating the burn. In addition, the Division of Air Quality and local fire department must approve the activity prior to burning. - End of Section - PART II: MISCELLANEOUS SOLID WASTE MANAGEMENT SPECIFIC CONDITIONS GENERAL CONDITIONS 1. All treatment and processing and or storage areas must be located on the facility as shown on the approved drawings. The permittee must obtain Section approval before re -locating any of these operations or revising the Operations Plan. 2. Wastes received and product stored shall be maintained in reasonably sized piles with adequate fire breaks and lanes in accordance with the approved operational plans and the pertinent rules. 3. Surface water shall be diverted from all operational and storage areas to prevent standing water in operational areas and under or around storage piles. Water that comes in contact with solid waste is deemed to be leachate and shall be contained on -site or properly treated prior to discharge. Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 13 of 14 4. These areas must be operated and maintained with sufficient dust control measures to minimize airborne emissions and to prevent dust from becoming a nuisance or safety hazard. The Permit does not include the grinding of sheetrock (wallboard). 5. Areas must be operated and maintained in a manner so as to minimize odors, prevent the creation of a nuisance, potential health hazard, or a potential fire hazard. 6. Effective vector control measures shall be applied as necessary to control flies, rodents, insects, and vermin. Mobile Home Deconstruction Area Conditions 7. The permittee must implement the approved plan to store mobile homes, stockpile recyclable materials, and conduct deconstruction activities. The storage and deconstruction activities shall take place only in the designated areas. 8. Regulated asbestos -containing material as defined in 40 CFR 61 must be managed in accordance with 40 CFR 61. The permittee must follow the approved plan to properly remove asbestos - containing material from a mobile home. Disposal of asbestos waste must be in accordance with 15 NCAC 13B .0542 (c). 9. White goods, as defined in NCGS 130A-290(a)(44), which are within mobile homes to be deconstructed, must be properly removed to the White Goods Handling Area prior to deconstruction activities. White goods must be managed in accordance with all federal, state, and local applicable statutes and rules. 10. All mobile homes must be deconstructed within 45 days from acceptance into the deconstruction area. The date of receipt at the landfill shall be posted on the mobile home or its frame. 11. All material not planned for recycling must be placed in an appropriate approved disposal unit before the end of the day in which deconstruction takes place. 12. Recyclable materials may be stockpiled at the mobile home deconstruction area for no more than 45 days from the date of deconstruction. 13. Records shall be kept at the facility in accordance with the approved plan. Operational Conditions — White Goods 14. The facility is permitted to receive and recycle white goods as defined in North Carolina General Statute Article 9, Chapter 130A-290(44). 15. The facility must manage white goods according to the Operation Plan included in Attachment 1, Part II "List of Documents for the Approved Plan". This document is included in the approved plan. Any revisions to the approved plan shall be approved by the North Carolina Division of Waste Management (DWM), Solid Waste Section, prior to implementation. Facility Permit No: 60-13-CDLF-1993 Permit to Operate Greenway Waste Solutions at North Meek, LLC October 8, 2012 DIN 17213 Page 14 of 14 16. White goods collection areas shall provide for the proper removal of chlorofluorocarbon refrigerants. White goods must be managed in accordance with all federal, state, and local applicable statutes and rules. Operational Conditions — Scrap Tires 17. The facility is permitted to receive tires and scrap tires as defined in North Carolina General Statute Article 9, Chapter 130A-309.53(6) & (7). 18. Scrap tire collection areas shall be operated in accordance with the requirements of 15A NCAC 13B Rule .1107. 19. The facility must manage tires according to the Operation Plan included in Attachment 1, Part II, List of Documents for the Approved Plan. This document is included in the approved plan. Any revisions to the approved plan shall be approved by the North Carolina Division of Waste Management (DWM), Solid Waste Section, prior to implementation. 20. The facility must manage tires according to all applicable statutes and rules of the State of North Carolina. Operational Conditions — Solid Waste Treatment and Processing (Wood Grinding and C&D Processing) Facility 21. The facility must manage the treatment and processing operation according to 15A NCAC 13B 0101(49) and .0302 and the Operation Plan included in Attachment 1, Part II: "List of Documents for the Approved Plan (Documents 29 & 30)". Demolition waste reclaimed from the designated area in the Operation Plan must be processed each operating day. Any revisions to the approved plan must be approved by the Section, prior to implementation. 22. The facility is permitted to receive land clearing waste as defined in 15A NCAC 13B, Rule .0101(23). 23. Source separated wood pallets and cardboard from non-C&D waste sources may be accepted at the site for recycling, but the materials must not be unloaded at the working face. Wood pallets must be directly unloaded onto the sorted clean wood pile or into a wood materials container, and cardboard must be unloaded directly into a storage container 24. The facility is permitted to receive yard trash as defined in 15A NCAC 13B.0101(55). However, this ground material containing yard trash may not be distributed to the public unless it has been composted in accordance with 15A NCAC 13B.1400. --End of Permit Conditions — Summary of Closure, Post -Closure, and Corrective Action Estimated Costs Greenway Waste Solutions at North Meek, LLC Facility Name: Greenway Waste Solutions at Noah Meek, LLC Permit Number: 60-13 Facility Address: 15300 Holbrooks Rd, Huntersville, NC Facility Owner: Greenway Waste Solutions at North Meek, LLC Date Completed: 30-7an-19 Ouerational C&D Landfill Total Area Requiring Closure: Total Area Requiring Post -Closure Care: Closure Estimate Expansion Area 1 (Outside of Infill Area) Expansion Area 2 (Outside of Infill Area) Infill Area Total Closure Estimated Cost Total Post -Closure Estimated Cost Total Closure and Post -Closure Care For 30 Year Period) Corrective Action Total Cm•rective Action Cost TOTAL CLOSURE AND POST -CLOSURE 36.48 Acres 36.48 Acres $596,000 $9087000 $1,036,000 $2,540,000 $1,41Q,000 $3,950,000 $2,000,000 $5,950,000 aQ SEAL _ 039114 3-7-rq 7 �IOINF �t1?,• 5qQi T O%J,>• Worksheet 1: ESTIMATION OF CLOSURE COSTS Greenway Waste Solutions at North Meck. LLC Expansion Area 1 (Outside of Infill Area) Facility Name: Greenway Waste Solutions at North Meck, LLC Permit Number: 60-13 Facility Address: 15300 Holbrooks Rd, Huntersville, NC 28078 Facility Owner: Greenway Waste Solutions at North Meck, LLC Date Completed: 30-Jan-19 Total Closure Area:�Acres I. CLAY SOIL COVER a. Surface area 8.54 acres x 4,840 ydZ/acre 41,334 ydZ b. Depth of soil for slope and fill l8 inches x 1 yd/36 in 0.50 yd c. Quantity of soil needed a x b 20,667 yd3 d. Percentage of soil from off -site 0% % 0% e Purchase unit cost off -site material (to include delivery cost) $ 8 51 per yd $8.51 /yd3 f. Percentage of soil from on -site 100% (1 - d) 100% g. Excavation unit cost (on -site material) $5.53 per yd3 $5.53 per yd3 h. Total soil unit cost (d x e + f x g) $5.53 i. Placement and spreading unit cost $1.42 per yd3 $1.42 per yd3 j. Compaction unit cost $1.85 per yd3 $1.85 per yd3 k. Total soil unit cost (h + i + j) $8.80 /yd3 1. Total soil cost $181,793.98 Subtotal H. VEGETATIVE COVER a. Surface area 8.54 acres x 4,840 ydZ/acre 41,334 yd' b. Depth of soil needed 18 inches x 1 yd/36 in 0.50 yd c. Quantity of soil needed a x b 20,667 yd3 d. Percentage of soil from off -site 0% % 0% e Purchase unit cost off -site material (to include delivery cost) $8 51 per yd3 $8.51 /yd3 f. Percentage of soil from on -site 100% (1 - d) 100% g. Excavation unit cost (on -site material) $4.28 per yd3 $4.28 per yd3 h. Total soil unit cost (d x e + f x g) $4.28 i. Placement and spreading unit cost $1.55 per yd3 $1.55 per yd3 j. Total soil unit cost (h + i) $5.83 /yd3 k. Total soil cost $120,478.47 Subtotal III. TOPSOIL a. Surface area 8.54 acres x 4,840 ydZ/acre 41,334 yd' b. Depth of soil needed inches x 1 yd/36 in 0.00 yd c. Quantity of soil needed a x b 0 yd3 d. Percentage of soil from off -site 100% % 100% e Purchase unit cost off -site material (to include delivery cost) $13.51 per yd3 $13.51 /yd3 f. Percentage of soil from on -site 0% (1 - d) 0% g. Excavation unit cost (on -site material) F $4.28111 per yd3 $4.28 per yd3 h. Total soil unit cost (d x e + f x g) $13.51 i. Placement and spreading unit cost $1.55 per yd3 $1.55 per yd3 j. Total soil unit cost (h + i) $15.06 /yd3 k. Total soil cost $0.00 Subtotal $181,794 120 478 $182.000 $121.000 IV. SEEDING & VEGETATIVE GROWTH a. Surface area 8.54 acres 8.54 acres b. Unit cost for soil preparation, grading, seed, and fertilizer $2,046.38 per acre $2,046.38 per acre Subtotal (a x b) $17.476 18 000 V. LANDFILL GAS (LFG) MANAGEMENT SYSTEM a. Number of Vents per vent 9.00 per vent b. Unit cost per Vent $ 4,665.30 per acre $4,665.30 per acre Subtotal (a x b) $41,988 $42.000 VI. MOBILIZATION / DEMOBILIZATION / INSURANCE/BONDS Cost for Mobilization / Demobilization / Insurance / a Bonds $147,080.00 lump sum $147,080.00 lump sum Subtotal $147,080 148 000 VII. SEDIMENT AND EROSION CONTROL AND STORM WATER MANAGEMENT a. Sediment and erosion control $10,562.00 lump sum $10,562.00 lump sum b. Grass lined channel length lineal feet 0 lineal feet c. Grass lined channel with matting unit cost $10.31 per linear foot $10.31 per LF d. Total grass lined channel cost (b x c) $0.00 e. Slope downdrain piping length lineal feet 0 lineal feet f. Piping unit cost (I8-inchPE) $18.41 per linear foot $18.41 per LF g. Elbows elbows 0 elbows h. Elbow unit cost (I8-inchPE) $272.25 each $272.25 each i. Tees tees 0 tees j. Tee unit cost (I8-inchPE) $391.87 each $391.87 each k. Total slope drain piping cost (e x f+ g x h + i x j) $0.00 1. Outlet and inlet protection each 0 each m. Outlet and inlet protection unit cost (20 SY each) $1,781.97 per each $1,781.97 per each n. Total outlet and inlet protection cost (h x i) $0.00 Subtotal (a+ d+ k+ n) $10,562 $11,000 VD1 ENGINEERING, COA TESTING AND CERTIFICATION a. Number of acres to be capped acres 8.54 acres b. Cost for engineering services .00 9E� lump sum $21,350.00 lump sum c. CQA testing / field services and documentation unit cost per acre $4,518.66 per acre d. Total CQA testing / field services and documentation cost (a x c) $38,589.37 Subtotal (b+d) $59,939 $60,000 IX. SURVEY AND DEED NOTATION a. Area FE-8.54 acres 8.54 acres b. Survey unit cost $ 1,031.23 per acre $1,031.23 per acre Subtotal (a x b) $8,807 $9.000 X. ADMINISTRATION a. Announcements, deeds, fees, etc. cost $5,000.00 lump sum $5,000.00 lump sum Subtotal $5,000 $5.000 TOTAL ESTIMATED CLOSURE COST $596,000 Worksheet 2: ESTIMATION OF CLOSURE COSTS Greenway Waste Solutions at North Meck. LLC Expansion Area 2 (Outside of Infill Area) Facility Name: Greenway Waste Solutions at North Meck, LLC Permit Number: 60-13 Facility Address: 15300 Holbrooks Rd, Huntersville, NC 28078 Facility Owner: Greenway Waste Solutions at North Meck, LLC Date Completed: 30-Jan-19 Total Closure Area: Acres I. CLAY SOIL COVER a. Surface area 1.81 acres x 4,840 ydZ/acre 57,160 ydZ b. Depth of soil for slope and fill 18 inches x 1 yd/36 in 0.50 yd c. Quantity of soil needed a x b 28,580 yd3 d. Percentage of soil from off -site 0% % 0% e Purchase unit cost off -site material (to include delivery cost) $8 51 per yd $8.51 /yd3 f. Percentage of soil from on -site 100% (1 - d) 100% g. Excavation unit cost (on -site material) $5.53 per yd3 $5.53 per yd3 h. Total soil unit cost (d x e + f x g) $5.53 i. Placement and spreading unit cost $1.42 per yd3 $1.42 per yd3 j. Compaction unit cost $1.85 per yd3 $1.85 per yd3 k. Total soil unit cost (h + i + j) $8.80 /yd3 1. Total soil cost $251,403.61 Subtotal H. VEGETATIVE COVER a. Surface area 1.81 acres x 4,840 ydZ/acre 57,160 ydZ b. Depth of soil needed 18 inches x 1 yd/36 in 0.50 yd c. Quantity of soil needed a x b 28,580 yd3 d. Percentage of soil from off -site 0% % 0% e Purchase unit cost off -site material (to include delivery cost) $8 51 per yd3 $8.51 /yd3 f. Percentage of soil from on -site 100% (1 - d) 100% g. Excavation unit cost (on -site material) $4.28 per yd3 $4.28 per yd3 h. Total soil unit cost (d x e + f x g) $4.28 i. Placement and spreading unit cost $1.55 per yd3 $1.55 per yd3 j. Total soil unit cost (h + i) $5.83 /yd3 k. Total soil cost $166,610.16 Subtotal III. TOPSOIL a. Surface area 11.81 acres x 4,840 ydZ/acre 57,160 yd' b. Depth of soil needed inches x 1 yd/36 in 0.00 yd c. Quantity of soil needed a x b 0 yd3 d. Percentage of soil from off -site 100% % 100% e Purchase unit cost off -site material (to include delivery cost) $13.51 per yd3 $13.51 /yd3 f. Percentage of soil from on -site 0% (1 - d) 0% g. Excavation unit cost (on -site material) F $4.28111 per yd3 $4.28 per yd3 h. Total soil unit cost (d x e + f x g) $13.51 i. Placement and spreading unit cost $1.55 per yd3 $1.55 per yd3 j. Total soil unit cost (h + i) $15.06 /yd3 k. Total soil cost $0.00 Subtotal $251,404 166 610 $252.000 $167.000 IV. SEEDING & VEGETATIVE GROWTH a. Surface area 11.81 b. Unit cost for soil preparation, grading, seed, and fertilizer $2,046.38 Subtotal V. LANDFILL GAS (LFG) MANAGEMENT SYSTEM a. Number of Vents FE-12 b. Unit cost per Vent $4,665.30 Subtotal VI. MOBILIZATION / DEMOBILIZATION / INSURANCE/BONDS Cost for Mobilization / Demobilization / Insurance a / $153,620.00 Bonds Subtotal VII. SEDIMENT AND EROSION CONTROL AND STORM WATER MANAGEMENT acres 11.81 acres per acre $2,046.38 per acre (a x b) per vent 12.00 per vent per acre $4,665.30 per acre (a x b) lump sum $153,620.00 lump sum a. Sediment and erosion control $1 1,543.00 lump sum $11,543.00 lump sum b. Grass lined channel with matting length 7,930 lineal feet 7,930 lineal feet c. Grass lined channel with matting unit cost $ 1 1.21 per linear foot $11.21 per LF d. Total grass lined channel cost (b x c) $88,900.53 b.1. Riprap lined channel length 435 lineal feet 435 lineal feet c.1. Riprap lined channel unit cost S 30.00 per linear foot $30.00 per LF d.1. Total riprap lined channel cost (b.I x al) $13,050.00 e. Slope downdrain piping length 920 lineal feet 920 lineal feet f. Piping unit cost (24-inch PE) S 2423 per linear foot $24.23 per LF g. Elbows elbows 1 elbows h. Elbow unit cost (24-inch PE) $ 484.68 each $484.68 each i. Tees 17 tees 17 tees j. Tee unit cost (24-inch PE) $ 520.77 each $520.77 each k. Total slope drain piping cost (e x f+ g x h + i x j) $31,633.10 1. Outlet and inlet protection each 4 each m. Outlet and inlet protection unit cost (20 SY each) $1,781.97 per each $1,781.97 per each n. Total outlet and inlet protection cost (h x i) $7,127.89 Subtotal (a+ d + d.1 + k+ n) VIH ENGINEERING, COA TESTING AND CERTIFICATION a. Number of acres to be capped 11.81 acres 11.81 acres b. Cost for engineering services $29,525.00 lump sum $29,525.00 lump sum c. CQA testing / field services and documentation unit cost $4,518.66 per acre $4,518.66 per acre d. Total CQA testing / field services and documentation cost (a x c) $53,365.39 Subtotal (b + d) IX. SURVEY AND DEED NOTATION a. Area 11.81 acres 11.81 acres b. Survey unit cost $1,031.23 per acre $1,031.23 per acre Subtotal (a x b) X. ADMINISTRATION a. Announcements, deeds, fees, etc. cost $5,000.00 lump sum $5,000.00 lump sum Subtotal 24168 $25.000 55 $56.000 153 62 $154.000 S152,255 S153,000 $8Z890 $83,000 $1Z179 $13,000 $5,000 $5,000 TOTAL ESTIMATED CLOSURE COST $908,000 Worksheet 3: ESTIMATION OF CLOSURE COSTS Greenway Waste Solutions at North Meck. LLC Infill Area Facility Name: Greenway Waste Solutions at North Meck, LLC Permit Number: 60-13 Facility Address: 15300 Holbrooks Rd, Huntersville, NC 28078 Facility Owner: Greenway Waste Solutions at North Meck, LLC Date Completed: 30-Jan-19 Total Closure Area: Acres I. CLAY SOIL COVER a. Surface area 16.13 acres x 4,840 ydZ/acre 78,069 ydZ b. Depth of soil for slope and fill l8 inches x 1 yd/36 in 0.50 yd c. Quantity of soil needed a x b 39,035 yd3 d. Percentage of soil from off -site 0% % 0% e Purchase unit cost off -site material (to include delivery cost) $8 51 per yd $8.51 /yd3 f. Percentage of soil from on -site 100% (1 - d) 100% g. Excavation unit cost (on -site material) $5.53 per yd3 $5.53 per yd3 h. Total soil unit cost (d x e + f x g) $5.53 i. Placement and spreading unit cost $1.42 per yd3 $1.42 per yd3 j. Compaction unit cost $1.85 per yd3 $1.85 per yd3 k. Total soil unit cost (h + i + j) $8.80 /yd3 1. Total soil cost $343,364.97 Subtotal H. VEGETATIVE COVER a. Surface area 16.13 acres x 4,840 ydZ/acre 78,069 ydZ b. Depth of soil needed 18 inches x 1 yd/36 in 0.50 yd c. Quantity of soil needed a x b 39,035 yd3 d. Percentage of soil from off -site 0% % 0% e Purchase unit cost off -site material (to include delivery cost) $8 51 per yd3 $8.51 /yd3 f. Percentage of soil from on -site 100% (1 - d) 100% g. Excavation unit cost (on -site material) $4.28 per yd3 $4.28 per yd3 h. Total soil unit cost (d x e + f x g) $4.28 i. Placement and spreading unit cost $1.55 per yd3 $1.55 per yd3 j. Total soil unit cost (h + i) $5.83 /yd3 k. Total soil cost $227,554.77 Subtotal III. TOPSOIL a. Surface area 16.13 acres x 4,840 ydZ/acre 78,069 yd' b. Depth of soil needed inches x 1 yd/36 in 0.00 yd c. Quantity of soil needed a x b 0 yd3 d. Percentage of soil from off -site 100% % 100% e Purchase unit cost off -site material (to include delivery cost) $13.51 per yd3 $13.51 /yd3 f. Percentage of soil from on -site 0% (1 - d) 0% g. Excavation unit cost (on -site material) F $4.28111 per yd3 $4.28 per yd3 h. Total soil unit cost (d x e + f x g) $13.51 i. Placement and spreading unit cost $1.55 per yd3 $1.55 per yd3 j. Total soil unit cost (h + i) $15.06 /yd3 k. Total soil cost $0.00 Subtotal $343.365 227 555 $344.000 $228.000 IV. SEEDING & VEGETATIVE GROWTH a. Surface area 16.13 b. Unit cost for soil preparation, grading, seed, and fertilizer $2,046.38 Subtotal V. LANDFILL GAS (LFG) MANAGEMENT SYSTEM a. Number of Vents FE-17 b. Unit cost per Vent $4,665.30 Subtotal VI. MOBILIZATION / DEMOBILIZATION / INSURANCE/BONDS Cost for Mobilization / Demobilization / Insurance a / $162,260.00 Bonds Subtotal VII. SEDIMENT AND EROSION CONTROL AND STORM WATER MANAGEMENT acres 16.13 acres per acre $2,046.38 per acre (a x b) per vent 17.00 per vent per acre $4,665.30 per acre (a x b) lump sum $162,260.00 lump sum 33 008 $34.000 79 31 $80.000 162 26 $163.000 a. Sediment and erosion control $12,839.00 lump sum $12,839.00 lump sum b. Grass lined channel with matting length 3,290 lineal feet 3,290 lineal feet c. Grass lined channel with matting unit cost $ 1 1.21 per linear foot $11.21 per LF d. Total grass lined channel cost (b x c) $36,883.07 e. Slope downdrain piping length lineal feet 0 lineal feet f. Piping unit cost (24-inch PE) $ 24.23 per linear foot $24.23 per LF g. Elbows elbows 1 elbows h. Elbow unit cost (24-inch PE) $ 484.68 each $484.68 each i. Tees F--0 tees 0 tees j. Tee unit cost (24-inch PE) $ 520.77 each $520.77 each k. Total slope drain piping cost (e x f+ g x h + i x j) $484.68 1. Outlet and inlet protection each 0 each m. Outlet and inlet protection unit cost (20 SY each) $1,781.97 per each $1,781.97 per each n. Total outlet and inlet protection cost (h x i) $0.00 Subtotal (a+ d+ k+ n) $50,207 $51,000 VD1 ENGINEERING, COA TESTING AND CERTIFICATION a. Number of acres to be capped 16.13 acres 16.13 acres b. Cost for engineering services $40,325.00 lump sum $40,325.00 lump sum c. CQA testing / field services and documentation unit cost $4,518.66 per acre $4,518.66 per acre d. Total CQA testing / field services and documentation cost (a x c) $72,886.00 Subtotal (b+d) $113,211 $114,000 IX. SURVEY AND DEED NOTATION a. Area 16.13 acres 16.13 acres b. Survey unit cost L 031.23 j per acre $1,031.23 per acre Subtotal (a x b) $16,634 $17,000 X. ADMINISTRATION a. Announcements, deeds, fees, etc. cost $5,000.00 Subtotal lump sum $5,000.00 lump sum $5,000 $5,000 TOTAL ESTIMATED CLOSURE COST $1,036,000 Worksheet 4: ESTIMATION OF POST -CLOSURE COSTS Greenway Waste Solutions at North Meek, LLC Facility Name: Greenway Waste Solutions at North Meck, LLC Permit Number: 60-13 Facility Address: 15300 Holbrooks Rd, Huntersville, NC 28078 Facility Owner: Greenway Waste Solutions at North Meck, LLC Date Completed: 30-Jan-19 Total Closure Area:�Acres I. GROUND WATER MONITORING a. Total number of monitoring events per year I 2 events/year 2 events/year b. Sampling, analysis, and reporting S(,000.00 $6,000 per year Annual Subtotal (a x b) MOO $12,000 H. GAS MONITORING a. Total number of monitoring events per year ® events/year 4 events/year b. Sampling, analysis, and reporting $1 139.51 $1,140 per event Annual Subtotal (a x b) $4.558 5 000 III. ROUTINE MAINTENANCE AND REPAIRS a. Mowing frequency 0 visits/year 2 visits/yr b. Area involved in maintenance and repairs 36.48 acres 36.48 acres c. Mowing unit cost per visit $79.51 /acre/visit $ 79.51 /acre/visit d. Total mowing cost per year (a x b x c) $5,801 per year e. Area reseed and fertilized 5.47 acres per year 5.472 acres per year f. Fertilizer unit cost $103 per acre $103 per acre g. Total fertilizer cost per year (e x f) $564 per year h. Reseeding unit cost $825 per acre $825 per acre i. Total reseeding cost per year (e x h) $4,514 per year Cap erosion and settlement repair cost (assume 2.5% of cap area reparied annually) 2,207 cy 2,207 cy k. Cap erosion and settlement repair unit cost $7.30 per cy $ 7.30 per cy 1. Total cap erosion and settlement repair cost per year 0 x k) $16,121 per year Annual Subtotal (d + g + i + l) $27,000 $28,000 IV. ACCESS, SECURITY, AND SIGNS a. Access, security and signs $1,000 $1,000 per year Annual Subtotal $1,000 $1,000 V. FEES, INSPECTION, AND REPORTING a. Fees $1,000 DENR Fee Schedule $1,000 per year b. Inspection services and reporting $4,500 $4,500 per year Annual Subtotal (a + b) $5,500 $6,000 TOTAL ESTIMATED ANNUAL POST -CLOSURE CARE COST $47,000 LENGTH OF POST -CLOSURE CARE PERIOD (YEARS) 30 TOTAL ESTIMATED POST -CLOSURE CARE COST FOR 30-YEAR PERIOD $1,410,000 Worksheet 4: ESTIMATION OF CORRECTION ACTION POST -CLOSURE COSTS Greenway Waste Solutions at North Meek, LLC Facility Name: Greenway Waste Solutions at North Meck, LLC Permit Number: 60-13 Facility Address: 15300 Holbrooks Rd, Huntersville, NC 28078 Facility Owner: Greenway Waste Solutions at North Meck, LLC Date Completed: 30-Jan-19 Total Closure Area:�Acres I. LFG SYSTEM OPERATION a. Annual power and maintenance $25,000 b. Condensate Management $5,000 Annual Subtotal (a x b) II. GAS MONITORING a. Total number of monitoring events per year IF 12 events/year b. monitoring, analysis, and reporting $2 000.00 Annual Subtotal (a x b) TOTAL ESTIMATED ANNUAL POST -CLOSURE CARE COST LENGTH OF POST -CLOSURE CARE PERIOD (YEARS) TOTAL ESTIMATED POST -CLOSURE CARE COST FOR 30-YEAR PERIOD $25,000 per year $5,000 per year 12 events/year $2,000 per event 54 000 $1,620,000 3$ 0.00 $30,000 24 00 $24.000 Since LFG Post -Closure System is < $2,000,000, then use $2,000,000 CAP estimate