7607_GreatOakMSWLF_tonnageincrease_SubstantailPermitAmend_FID1321743_2019053

2520 Whitehall Park Dr., Suite 450, Charlotte, NC 28273 | 704-504-3107
Environmental Consulting & Contracting
May 31, 2019
File No. 02215305.10

Mr. Ming-Tai Chao, PE Division of Waste Management / Solid Waste Section
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
[e-mail]

Subject: Major Permit Modification
Request for Daily Tonnage Increase
Great Oak Landfill, Permit No. 7607-MSWLF-2015
Randolph County

Dear Mr. Chao:
On behalf of Randolph County and Waste Management of Carolinas, Inc., SCS Engineers, PC submits
this request to modify the Facility Permit to change only the daily tonnage rate from 2,000 tons per
day to 4,000 tons per day. No other changes are proposed at this time and all remaining parts of
the Permit to Construct (PTC) Application for the existing permit are unchanged.
To facilitate this change, the following are enclosed:
• Revised Franchise Agreement (Attachment A)
• Permit to Construct Application Great Oak Landfill cover sheet (Attachment B). A revision
date and footnote were added.
• Revised Facility Plan pages 9 and 11 to reflect the revised daily tonnage. (Attachment C).
The Facility Plan (Section 3 of the PTC Application) for the Great Oak Landfill was
originally submitted February 2015 and revised September 2015.
• Revised Engineering Plan page 17 and Appendix II to reflect the revised daily tonnage
(Attachment D). The Engineering Plan (Section 4 of the PTC Application) for the Great
Oak Landfill was originally submitted February 2015 and revised September 2015.

In addition, WM is currently working with Randolph County and NCDOT to post signage along
approved access routes.
During the process of completing this tonnage increase request, we became aware of an error in the
original PTC and subsequent Permits to Operate. The Gross Capacity of the landfill stated in the
original PTC (January 19, 2016, pages 9 and 15) was actually the Net Airspace volume as defined in
Appendix II of the Engineering Plan. The corrected Gross Capacity volumes for each Phase of the
landfill are tabulated in the revised calculation provided in Attachment D.
Ming-tai Chao May 31, 2019
Page 2

We appreciate your assistance on this submittal. If you have any questions, please contact either
Susan Harrison (WM) at 678-436-2719, or Steve Lamb (SCS) at 704-576-4731.
Sincerely,

Steven C. Lamb, PE
Project Director/Vice President
SCS Engineers, PC

cc: Susan Harrison, Waste Management of Carolinas, Inc.
Paxton Arthurs, Randolph County

Encl.

ATTACHMENTS

ATTACHMENT A
Revised Franchise Agreement

ATTACHMENT B
Permit to Construct Application Great Oak Landfill cover sheet

PERMIT TO CONSTRUCT APPLICATION GREAT
OAK LANDFILL
WASTE MANAGEMENT OF CAROLINAS, INC.
RANDOLPH COUNTY, NORTH CAROLINA
Volume II

S&ME Project Nos. 7235-14-001
and 7235-14-002

February 16, 2015
Revised October 21, 2015
Revised May 29, 20191

of Carolinas, Inc.

1 Sections 2.2 and 3.2 of the Facility Plan and 7.1.1 of the Engineering Plan were revised by SCS Engineers, PC to reflect a daily disposal increase from 2,000 tons per day to 4,000 tons per day.

ATTACHMENT C
Revised Facility Plan pages 9 and 11

FACILITY PLAN
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA

Prepared for:

of Carolinas, Inc.
1850 Parkway Place
Marietta, Georgia 30067
Prepared by:

Charlotte, NC 28273

February 16, 2015
Revised September 21, 2015 Revised: May 29, 20191

1 Sections 2.2 and 3.2 were revised by SCS Engineers, PC to reflect a daily disposal increase from 2,000 tons per day to 4,000 tons per day.
Facility Plan Great Oak Landfill
S&ME Project No. 7235-14-001 Revised September 21, 2015 Revised: May 29, 20191
9

1 Section 2.2 was revised by SCS Engineers, PC to reflect a daily disposal increase from 2,000 tons per day to 4,000 tons per day.
2. WASTE STREAM
2.1 Types of Waste
The types of waste specified for disposal include household waste, commercial solid waste and
industrial solid waste as defined by 15A NCAC 13B .1602 of the Solid Waste Management Rules.
2.2 Disposal Rates1
The Great Oak MSWLF facility is currently permitted to receive an average daily intake and
disposal rate of 4,000 tons per day or a maximum daily intake and disposal rate of 5,500 tons
per day to account for times when intake rates peak, including periods when emergency debris management is required after floods, hurricanes, tornados or other such events. For an operating factor of 286 days per year, the annual disposal rate will be up to 1,144,000 tons per year. The disposal rate calculations are presented in the Engineering Plan.

Future disposal rates may vary due to the population, industrial, and commercial growth within the region, recycling efforts, and/or availability of other landfills or alternative waste disposal methods.
2.3 Service Area
Randolph County anticipates that the waste stream for the Great Oak MSWLF will be generated
from residents, agricultural facilities, commercial businesses, and industrial facilities within the State of North Carolina. No out-of-state waste will be accepted.
2.4 Procedures for Segregated Management
The landfill plans to accept typical waste streams for a fully permitted municipal solid waste (MSW) landfill in North Carolina, including:
1. Municipal Solid Waste (MSW); 2. Construction and Demolition (C&D) debris; 3. Waste water treatment plant (WWTP) sludge; 4. Asbestos containing material (ACM), properly packaged; 5. Commercial waste;
6. Industrial waste (solid, non-hazardous), a.k.a. special waste; 7. Shredded tires; 8. Off-spec food, animal carcasses (covered immediately for vector control); and 9. Non-regulated, non-infectious (treated) medical waste.
The Great Oak MSWLF will implement a load checking program to detect and discourage disposal at the facility of unacceptable waste [.1626 (1)(f)]. The load checker and the load checking program will include random inspections [.1626 (1)(f)(i)] as described in the Operations Plan, located in Section 7, Volume III of the Permit to Construct Application.
2.5 Equipment Requirements
The primary functions of heavy landfill equipment are as follows:
• Spreading and compacting solid waste,
• Excavating, hauling, and spreading cover material, and
• General site maintenance.
11
Facility Plan Great Oak Landfill
S&ME Project No. 7235-14-001 Revised September 21, 2015 Revised April 23, 20191

1 Section 3.2 was revised by SCS Engineers, PC to reflect a daily disposal increase from 2,000 tons per day to 4,000 tons per day.

3. LANDFILL CAPACITY AND SOIL RESOURCES
3.1 Data and Assumptions
Landfill capacity calculations were performed for the Great Oak MSWLF from proposed
grading and closure plans using the anticipated annual disposal rate data presented previously in Section 2.2 of this Facility Plan. The gross capacity consists of the volume between the top of the liner protective cover and the top of the final cover.
Soil for construction, operation and closure of Phases 1-9 will be obtained from the excavation
of the landfill footprint as well as from on-site borrow areas as needed. Landfill capacity and soil quantity estimates are discussed in the following sections of this Facility Plan.
3.2 Operating Capacity1 The gross capacity of the proposed Great Oak MSWLF is approximately 38.4 million cubic yards. The net airspace volume is approximately 37,800,000 cubic yards. Assuming 4,000
tons per day, 286 days a year, and a utilization factor of 0.75 tons/yd3, the estimated airspace utilization rate is approximately 1,525,333 cubic yards per year and the resulting estimated life of Phases 1 through 9 is approximately 24.8 years.
In the table below are the estimated usable volumes and lifetimes of Phases 1-9:
Phase Estimated Net Airspace (cubic yards) Estimated Lifetime (years)
1 6,978,961 4.58
2 6,161,656 4.04
3 4,216,559 2.76
4 1,378,226 0.90
5 5,032,069 3.30
6 1,828,832 1.20
7 3,530,065 2.31
8 4,282,475 2.81
9 4,392,158 2.88
TOTALS 37,801,001 24.78
3.3 Borrow and Required Soil Quantities
Based on the borrow soil evaluation presented in the Engineering Plan, about 5.5 million cubic
yards of soil will be required for construction, operation and closure of Phases 1-9 of the Great Oak MSWLF, while about 4.0 million cubic yards of soil will be generated during construction. Soil excess or deficit was estimated throughout the life of landfill Phases 1-9. There is a net deficit of soils during all events. The peak deficit of approximately 1.5 million cubic yards is during final closure.
There is anticipated to be a deficit of stockpiled soil after Phase 1 operations of approximately 66,000 cubic yards. It is anticipated that during this event, additional soil will be obtained from on-site borrow sources.

ATTACHMENT D
Revised Engineering Plan page 17 and Appendix II

ENGINEERING PLAN
GREAT OAK LANDFILL
RANDOLPH COUNTY, NORTH CAROLINA

Prepared for:

of Carolinas, Inc.
1850 Parkway Place Marietta, Georgia 30067

Prepared by:
Charlotte, NC 28273

Revised October 21, 2015 Revised: May 29, 20191

1 Section 7.1.1 and Appendix II were revised by SCS Engineers, PC to reflect a daily disposal rate increase from 2,000 tons per day to 4,000 tons per day.
Engineering Plan Great Oak Landfill
S&ME Project No. 7235-14-001 October 21, 2015 Revised: May 29, 20191
17

1 Section 7.1.1 was revised by SCS Engineers, PC to reflect a daily disposal rate increase from 2,000 to 4,000 tons per day.

7. DESIGN ANALYSES
The Phase 1 area has been evaluated for compliance with the requirements set forth in the Rules. A
summary of the design analyses performed for the Phase 1 area is presented below and includes a
brief discussion of the analytical methods, critical conditions, and assumptions used in the evaluations. Copies of the individual calculations are provided in the appendices and are grouped into the following categories:
Appendix II: Landfill Capacity and Borrow Area Evaluation
Appendix III: Stability Calculations Appendix IV: Geosynthetics and Leachate Generation Calculations Appendix V: LCS/LDS Piping Calculations Appendix VI: Stormwater Management Calculations

Engineering Plan drawings can be referenced in Appendix I.
7.1 Landfill Capacity and Borrow Soil Quantities

7.1.1 Landfill Capacity1 The landfill capacity for the Phase 1 was estimated using the proposed grading and closure plans. The capacity of Phase 1, which consists of the airspace between the top of the protective cover soil and the top of final cover, was estimated to be on the order of 7,160,621 cubic yards. The net airspace volume for Phase 1 (measured between the top of the protective soil cover to the top of the intermediate cover) is approximately 6,978,960 cubic yards. Assuming 4,000 tons per day, 286
days a year, and a utilization factor of 0.75 tons/yd3, the estimated airspace utilization rate is approximately 1,525,333 cubic yards per year and the resulting estimated life of Phase 1 is approximately 4.58 years. At 3,000 tons per day, the estimated life of Phase 1 is 6.1 years.
The capacity Phases 1 through 9 is estimated to be approximately 38,414,398 cubic yards. The net airspace volume is approximately 37,800,000 cubic yards. Assuming 4,000 tons per
day, 286 days a year, and a utilization factor of 0.75 tons/yd3, the estimated airspace
utilization rate is approximately 1,525,333 cubic yards per year and the resulting estimated
life of Phases 1 through 9 is approximately 24.8 years. At 3,000 tons per day, the estimated life of Phases 1-9 is 33 years.
7.1.2 Borrow Soil Quantities
Soil for construction, operation, and closure of the Phase 1 area and future phases will be obtained
from the excavation of the landfill footprint. If sufficient material is not available, additional soil may be obtained from on-site borrow areas or off-site sources as needed. An evaluation of soil volumes available from site grading activities during construction and required for landfill operations and closure was performed.
Based on the proposed grading plan for the Phase 1 area and conceptual grading plans for future phases, the available borrow soil quantities were estimated for each phase. These volumes were in turn compared with the required soil volumes needed for general site filling during construction, protective cover soil, operational and intermediate soil covers, and final covers. The soil demand
APPENDIX II – Landfill Capacity and
Borrow Area Evaluation
•Landfill Capacity and Borrow Soil
PROJECT NO. 7235-14-001
SHEET NO. 2 / 5
DATE 02/13/15
JOB NAME Great Oak Landfill COMPUTED BY IKB
SUBJECT Landfill Capacity and Borrow Soil CHECKED BY JAM
OBJECTIVE:
This calculation estimates the airspace and lifetime for the Great Oak Landfill. This calculation also provides a
comparison between on-site borrow soil supply and anticipated soil demand during operations and closure of
the Great Oak Landfill, and estimates potential stockpiling requirements.
METHOD:
The total landfill airspace and on-site borrow soil supply were estimated by creating three-dimensional surfaces
in AutoCAD Civil 3D 2015 to estimate volumes. Anticipated waste generation rates provided by Waste
Management of Carolinas, Inc. and Randolph County were used to estimate remaining landfill lifetime.
The comparison of soil demand to soil supply was evaluated by reducing the bank cubic yards excavated
volume by 20 percent to account for soil shrinkage.
ASSUMPTIONS:
Operations soil and intermediate cover needs = 10% net capacity
Shrinkage factor = 20% (Ref. 1)
Protective cover = 2 ft
Final cover = 2 ft
Airspace utilization factor = 762,667 cy/yr (AUF = (2,000 tons/day x 286 operating days per year)/0.75 tons/cy)
CALCULATIONS:
Step 1: Estimate landfill airspace and lifetime.
The approximate landfill airspace and lifetime was estimated by creating three-dimensional surfaces of the
proposed cover grade, the proposed subgrade, and the existing grade in AutoCAD Civil 3D 2015. The gross
airspace volume was estimated for each cell and phase by comparing the proposed protective cover and the
proposed intermediate cover grade.
The usable waste volume was estimated by deducting 10 percent of the net capacity due to operational and
intermediate soil cover. The estimated lifetime was evaluated by dividing the net volume by an assumed
airspace utilization factor of 762,667 cubic yards per year. The Phase 1 landfill airspace and lifetime was
estimated as shown in the following table:
*
*
* Daily disposal rate increased from 2,000 tons per day to 4,000 tons per day. This calculation was updated
by SCS Engineers, PC (April 2019)
1,525,333 4,000
1,525,333

PROJECT NO. 7235-14-001
SHEET NO. 3 / 5
DATE 02/13/15
JOB NAME Great Oak Landfill COMPUTED BY IKB
SUBJECT Landfill Capacity and Borrow Soil CHECKED BY JAM

Cell
Footprint
Area
(acres)
Net Airspace
Volume1
(cy)
Protective
Soil Cover
(2-feet)
(cy)
Final Soil
Cover
(2-feet)
(cy)
Operational &
Intermediate Soil
Cover 2
(cy)
Usable
Volume
(cy)
Airspace
Utilization3
(cy/year)
Estimated
Lifetime4
(years)
Cell 1 15.5 1,305,256 50,013 50,013 130,526 1,174,731 762,667 1.7
Cell 2 10 727,625 32,267 32,267 72,763 654,863 762,667 1.0
Cell 3 11.6 994,612 37,429 37,429 99,461 895,151 762,667 1.3
Cell 4 4.8 786,784 15,488 15,488 78,678 708,105 762,667 1.0
Cell 5 4.6 1,144,835 14,843 14,843 114,484 1,030,352 762,667 1.5
Cell 6 5.0 769,484 16,133 16,133 76,948 692,536 762,667 1.0
Cell 7 4.8 1,250,364 15,488 15,488 125,036 1,125,328 762,667 1.6
TOTAL 56.3 6,978,961 181,661 181,661 697,896 6,281,065 -9.2
TABLE 1: PHASE 1 AIRSPACE AND LIFETIME
1. Estimated by comparing top of protective cover to top of intermediate cover.
2. 10% of Net Airspace Volume
3. Equal 2,000 tons/day*286 operating days/year/0.75 tons/CY
4. Net Airspace Volume divided by airspace utilization.

The estimated landfill lifetime for Phase 1 is 9.2 years.

The total landfill airspace and lifetime was estimated as shown in the following table:

Phase
Footprint
Area
(acres)
Net Airspace
Volume1
(cy)
Protective
Soil Cover
(2-feet)
(cy)
Final Soil
Cover
(2-feet)
(cy)
Operational &
Intermediate Soil
Cover 2
(cy)
Usable
Volume
(cy)
Airspace
Utilization3
(cy/year)
Estimated
Lifetime4
(years)
Phase 1 56.3 6,978,961 181,661 181,661 697,896 6,281,065 762,667 9.2
Phase 2 21.8 6,161,656 70,341 70,341 616,166 5,545,491 762,667 8.1
Phase 3 27.1 4,216,559 87,443 87,443 421,656 3,794,903 762,667 5.5
Phase 4 10.4 1,378,226 33,557 33,557 137,823 1,240,404 762,667 1.8
Phase 5 23.0 5,032,069 74,213 74,213 503,207 4,528,862 762,667 6.6
Phase 6 11.4 1,828,832 36,784 36,784 182,883 1,645,948 762,667 2.4
Phase 7 15.9 3,530,065 51,304 51,304 353,007 3,177,059 762,667 4.6
Phase 8 11.0 4,282,475 35,493 35,493 428,247 3,854,227 762,667 5.6
Phase 9 13.2 4,392,158 42,592 42,592 439,216 3,952,942 762,667 5.8
TOTAL 190.1 37,801,000 613,389 613,389 3,780,100 34,020,900 -49.6
TABLE 2: LANDFILL AIRSPACE AND LIFETIME
1. Estimated by comparing top of protective cover to top of intermediate cover.
2. 10% of Net Airspace Volume
3. Equal 2,000 tons/day*286 operating days/year/0.75 tons/CY
4. Net Airspace Volume divided by airspace utilization.

The total estimated landfill lifetime for Phases 1 through 9 is 49.6 years.

Step 2: Evaluate borrow soil supply versus anticipated soil demand.
Generally, excess soil will be generated and stockpiled during the construction phase, and then utilized during
construction, operation, and closure of the landfill. The available amount of stockpiled soil will change during
the lifetime of the landfill as phases are constructed (generating soil), and operated and closed (requiring soil).

The soil supply and demand for assumed landfill events (such as phase construction, phase operation, phase
closure, etc.) were evaluated.

PROJECT NO. 7235-14-001
SHEET NO. 4 / 5
DATE 02/13/15
JOB NAME Great Oak Landfill COMPUTED BY IKB
SUBJECT Landfill Capacity and Borrow Soil CHECKED BY JAM

The approximate total cut and fill earthwork volumes were estimated by comparing three-dimensional surfaces
of existing grade with the proposed subgrade in AutoCAD Civil 3D 2015.

Unadjusted
Total Cut
(cy)
Shrinkage
Factor
(percent)
Adjusted
Total Cut
(cy)
Total Fill
(cy)
Adjusted
Net
(cy)
Phase 1 56.3 1,234,013 20%987,210 173,511 813,700
Phase 2 21.8 517,213 20%413,770 20,852 392,918
Phase 3 27.1 367,210 20%293,768 60,414 233,354
Phase 4 10.4 389,919 20%311,935 15,349 296,586
Phase 5 23.0 1,036,188 20%828,951 25,684 803,266
Phase 6 11.4 171,774 20%137,420 32,791 104,628
Phase 7 15.9 130,981 20% 104,785 83,873 20,911
Phase 8 11.0 160,024 20% 128,019 13,533 114,487
Phase 9 13.2 261,816 20% 209,453 72,604 136,849
Borrow Area 1 13.2 575,000 20%460,000 n/a 460,000
Borrow Area 2 2.9 125,000 20%100,000 n/a 100,000
Borrow Area 3 1.7 75,000 20%60,000 n/a 60,000
TOTAL 207.9 5,044,138 4,035,311 498,611 3,536,700
TABLE 3: SOIL GENERATION - BANK CUBIC YARDS
Phase
Phase
Footprint
Area
(acres)
Total Earthworks

Step 3: Borrow soil supply versus anticipated soil demand.
Anticipated soil demand assuming that protective cover consists of soil is described as follows:

Construction
Operations &
Intermediate
Soil Cover
Volume
(cy)
Average
Depth
(ft)
Volume
(cy)
Volume
(cy)
Fill Average
Depth
(ft)
Volume
(cy)
Phase 1 56.3 173,511 2 181,661 697,896 2.0 181,661 1,234,730
Phase 2 21.8 20,852 2 70,341 616,166 2.0 70,341 777,700
Phase 3 27.1 60,414 2 87,443 421,656 2.0 87,443 656,955
Phase 4 10.4 15,349 2 33,557 137,823 2.0 33,557 220,286
Phase 5 23.0 25,684 2 74,213 503,207 2.0 74,213 677,318
Phase 6 11.4 32,791 2 36,784 182,883 2.0 36,784 289,242
Phase 7 15.9 83,873 2 51,304 353,007 2.0 51,304 539,488
Phase 8 11.0 13,533 2 35,493 428,247 2.0 35,493 512,767
Phase 9 13.2 72,604 2 42,592 439,216 2.0 42,592 597,004
TOTAL 190.1 498,611 -613,389 3,780,100 -613,389 5,505,490
TABLE 4: UNADJUSTED SOIL DEMAND
TOTALPhase
Phase
Footprint
Area
(acres)
Protective Cover Final Cover Soil

The unadjusted soil demand is shown in Table 3. The landfill grading phase operations were evaluated by
dividing the landfill operations for Phases 1 through 9 into 19 events (Events 1-19) as shown on Attachment 1.

Soil excess or deficit was estimated throughout the life of landfill Phases 1 through 9. There is a net deficit of
soils during all events. The peak deficit of approximately 1,470,179 cubic yards is during Event 19, final
closure.

PROJECT NO. 7235-14-001
SHEET NO. 5 / 5
DATE 02/13/15
JOB NAME Great Oak Landfill COMPUTED BY IKB
SUBJECT Landfill Capacity and Borrow Soil CHECKED BY JAM

Note that there is anticipated to be a deficit of total stockpiled soil after Event 1, Phase 1 operations of
approximately 65,858 cubic yards. It is anticipated that during this event, additional soil will be obtained from
on-site borrow sources.

DISCUSSION:
Based on soil material generation and demand estimates from S&ME’s experience, excess soil will be generated
during the Phase 1 construction (Event 1) which may be used during Phase 1 operations (Event 2).

For the Phase 1 operations condition where protective cover consists of soil, the volume of soil material demand
exceeds the volume of available stockpile material by as much as 65,858 cubic yards, and the total soil deficit
after the final closure is approximately 1,470,179 cubic yards. The net soil deficit will be obtained by
excavating in on-site borrow sources, such as in the vicinity of the borrow areas 1 through 3.

The estimated soil supply volume for the condition where protective cover consists of soil is presented in
Attachment 1.

It should be noted that the actual material volumes will vary from the estimated quantities presented based on
conditions encountered in the field and actual landfill operations requirements.

REFERENCE:
1. North Carolina Department of Transportation Roadway Design Manual, NCDOT, November 2007.
Great Oak Landfill
S&ME Project No. 7235-14-001
Stockpiled
Soil Volume
Start
(cy)
Soil
Created
(cy)
Soil Used
(cy)
Stockpiled
Soil Volume
End
(cy)
Assumptions
1 Phase 1
Construction 0 987,210 355,172 632,038
2 Phase 1 Operations 632,038 0 697,896 -65,858
3 Phase 2
Construction -65,858 413,770 91,194 256,719
4 Phase 2 Operations 256,719 0 616,166 -359,447
5 Phase 3
Construction -359,447 293,768 147,857 -213,535
6 Phase 3 Operations -213,535 0 421,656 -635,191
7 Phase 4
Construction -635,191 311,935 48,906 -372,162
8 Phase 4 Operations -372,162 0 137,823 -509,985
9 Phase 5
Construction -509,985 828,951 99,897 219,068
10 Phase 5 Operations 219,068 0 503,207 -284,139
11 Phase 6
Construction -284,139 137,420 69,575 -216,294
12 Phase 6 Operations -216,294 0 182,883 -399,177
13 Phase 7
Construction -399,177 104,785 135,177 -429,570
14 Phase 7 Operations -429,570 0 353,007 -782,577
15 Phase 8
Construction -782,577 128,019 49,026 -703,583
16 Phase 8 Operations -703,583 0 428,247 -1,131,831
17 Phase 9
Construction -1,131,831 209,453 115,196 -1,037,574
18 Phase 9 Operations -1,037,574 0 439,216 -1,476,790
19 Final Closure -1,476,790 0 613,389 -2,090,179
- Borrow Area -2,090,179 620,000 0 -1,470,179
Total Total 4,035,311 5,505,490 -1,470,179
ATTACHMENT 1: SOIL STOCKPILE VOLUMES
Event No. Event Description
Total Earthwork
1
Chao, Ming-tai
From:Lamb, Steve <[e-mail]>
Sent:Friday, May 31, 2019 2:26 PM
To:Chao, Ming-tai; Harrison, Susan
Cc:[e-mail]
Subject:[External] Request for Tonnage Increase - Great Oak Landfill
Attachments:tonnage increase ltr to Ming.pdf
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[e-mail] 

Ming: 

I hope all is well.  Please find attached the tonnage increase request for Great Oak Landfill. 

After your review, please give me a call if you have any questions or require any additional information. 

Enjoy the weekend. 

Steve Lamb, PE 
Vice President 
SCS Engineers 
2520 Whitehall Park Drive, Suite 450 
Charlotte, NC 28273 
704‐504‐3107 (W) 
704‐576‐4731 (C) 

Driven by Client Success 
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