7607_GreatOakMSWLF_Changegradingplan_Cell1_DIN26710_20160831

August 25, 2016
File No. 02215305.02
MEETING MINUTES
TO: John Workman, WM
Jason Workman, Preston Contractors
Dakota Hinterer, Preston Contractors
SUBJECT: Progress Meeting #06
Great Oak Landfill
Cells 1A & 1B 2016
Wednesday, August 17, 2016
FROM: Steve Lamb, SCS Engineers
Orion Holtey, SCS Engineers
This memorandum summarizes the topics discussed during the Progress Meeting #06 for the
construction of Cells 1A and 1B at the Great Oak Landfill (Landfill). The meeting was conducted
August 17th at 10:30 a.m. at the onsite construction trailer. These minutes are posted on-line.
The following attended the meeting:
John Workman, WM
Greg Thomas, WM
Dan Moore, WM Steve Lamb, SCS (via Phone)
Orion Holtey, SCS (via Phone)
Danny Rennicks, ACC
Dakota Hinterer, Preston Contractors
Paxton Arthurs, Randolph County Evan Dixon, Dellinger Inc.
Charlie Morgan, Charlie Morgan Surveying
Mark Trollinger, Trollinger Construction
Scott Hedrick, Terrry’s Plumbing and Utilities, Inc.
John Grey, The Wooten Company
Mr. Workman chaired the meeting. A copy of the Sign In Sheet is provided in Attachment A.
The purpose of this meeting was to discuss the construction progress and testing of Cells 1A and 1B
since the August 3rd meeting and the schedule for the following weeks. A Meeting Agenda prepared
by SCS Engineers was provided to all. A copy of the Meeting Agenda is provided in Attachment B.
The following items were discussed:
Health & Safety (Preston Contractors)
1.No incidents occurred this period.
2.The Healthy and safety procedures required were reinforced and noted in the agenda.
Construction Activities – Status Reports
Preston:
1.Cell excavation performed.
2. Rock blasting in cell and storm water pond.3.Storm water repair from 3.5” rainfall4. Contacted Duke about pole relocation.
Dellinger
1. Completed concrete guard rails and began demobilizing.2.Site-Prep mobilized to the site and began final grading and some soil-cement stabilization
3. Anchor and Asphalt work scheduled for next week.
Trollinger
1.Lost 4 days last week due to limited access to site as a result of rainfall.
2. Power line set at building, but has not been energized. (should be powered today)
3.Completed framing of the scale house.
Terry’s Plumbing
1.Water line complete to the entrance.
2. Loflin Pond road crossing.
3.Yard repairs.
Open Issues
1. Installation of inlet structure is delayed until 8/19. This is a heavy structure that requires a
crane and site has finally dried after the extensive rains.
2.Septic Line installation is pending.
3. Power poles were installed this week. The pole that is located in the roadway is scheduled to
be removed 8/18. Preston will finish road grading immediately after pole removal.
4. Preston talked with the Duke engineer about moving the guy wire anchors. They cannot
move the anchors any closer to the poles and we will need to revise our grading plans with a25 ft. buffer. S&ME has the surveyed coordinates and will prepare a revised grading plan.
We should submit this to DEQ for information.

5. Leachate tank construction drawings have been submitted to DEQ for review. We should
receive comments shortly. Geotech investigation is scheduled for early September.
6. Early morning construction is occurring. Greg has discussed times with home owner.

7. ISCO Pipe order is pending.

8. Mike Cobb (SCS Geologist) completed an inspection for bedrock on approximately 1/3 of the cell. A survey needs to be prepared of the top of bedrock before structural fill is placed.
SCS will verify the survey shows that there is 4 feet of separation between bedrock and top
of subgrade.

9. Wooten and Terry’s Plumbing have resolved the water line alignment prior to bridge. Alignment will be above cut slope in soil.

10. Proposals have been received for the relocation of the cable complexes. John Workman to
sign and return contracts.
11. Surveyor has dedicated a crew to soil cement contractor, Site-Prep.

12. Bulk samples of proposed subgrade material were tested and results meet the specifications.

Construction Activities - New Issues
1. Trollinger access to scale house: The soil cement needs to cure for 7 days and the current access is too narrow for flatbed deliveries. Trollinger will try and manage deliveries during
this period. After cure time we need to minimize traffic frequency and weight.
2. Entrance Basin #1. We still need to determine where the water from this basin flows. Wooten to review and determine if neighbor will be impacted.

3. Security and high speed line contractor has not been resolved. WMSS not responsive.
4. WM and SCS approached DEQ about liner thickness specification. There is a conflict whether thickness should be 60 mil average versus 60 mil minimum. SCS has discussed this
with John Murray and we are waiting for a response.

5. Who will be performing liner leak location testing? Still trying to resolve testing requirements.
6. Need survey of waterline and as-built to be prepared.

7. Liner installation scheduled for September 1st.
C onstruction Schedule
1. No schedule provided.
2. Construction days lost to weather.
• This period – 0.5 days
• Total – 0.5 days
CONTACTS
Owner
Primary Contact Facility Manager
John Workman Greg Thomas
1850 Parkway Place, Suite 600 Cell: [phone]
Marietta, GA 30067 Phone: [phone] Email: [e-mail]

Secondary Contact Environmental Manager
Terry Darragh Daniel Moore, P.G. Work: [phone] Cell: [phone] Cell: [phone] Email: [e-mail]
Email: [e-mail]

General Contractor
Primary Contact Superintendent
Dakota Hinterer Chad Howdershelt Project Engineer Mountaineer/Preston Contractors, Inc.
15237 S Preston Highway Cell: [phone]
Kingwood, WV 26537 Email: [e-mail]
Phone: [phone]
Cell: [phone] Email: [e-mail]

CQA Consultant
CQA Officer/Certifying Engineer CQA Manager
Steve Lamb, P.E. Orion Holtey, P.E.
SCS Engineers SCS Engineers 2520 Whitehall Park Drive, Suite 450 Cell: [phone]
Charlotte, NC 28273 Email: [e-mail]
Phone: [phone]
Cell: [phone]
Email: [e-mail]

CQA Geosynthetic Monitor
ACC, Inc.
Taylor Herbertson
Cell: [phone]Email: [e-mail]
Design Engineering Firm
Design Manager
Steve Loskota, P.E.
S&ME, Inc. Phone: [phone] Email: [e-mail]
Design Engineer Project Coordinator Sharon Korleski, P.E.Neil Hulland S&ME, Inc.S&ME, Inc.
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
Survey Firm
Charlie Morgan Charlie Morgan Surveying, PLLC
Phone: [phone]
Email: [e-mail]
Randolph County
Design Manager Paxton Arthurs
Randolph County
Phone: [phone]
Email: [e-mail]
NCDEQ
John Murray Ming-Tai Chao
DEQ-WM-SWS DEQ-WM-SWS
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
Christine Ritter John Patrone
DEQ-NC-SWS DEQ-WM-SWS
Phone: [phone] Phone: [phone] Email: [e-mail] Email: [e-mail]
M:\PROJECT FILES\02215305.02\Newforma\Meetings\Meeting #06 - 2016.08.17\Meeting Minutes 2016.08.17.docx

ATTACHMENT A
SIGN IN SHEET

ATTACHMENT B
MEETING AGENDA

SCS Engineers, PC Environmental Consultants 2520 Whitehall Park Drive 704 504-3107 and Contractors Suite 450 FAX [phone] Charlotte, NC 28273-3557 www.scsengineers.com

Offices Nationwide
August 15, 2016
File No. 02215305.02

PROGRESS MEETING AGENDA
SUBJECT: Progress Meeting #06
Great Oak Landfill
Cells 1A & 1B 2016 Wednesday, August 17, 2016

This agenda outlines topics to be discussed during Progress Meeting #06 for the construction of
Cells 1A and 1B at the Great Oak Landfill (Landfill). The meeting is scheduled for August 17th at
10:30 a.m. The meeting will take place at the on-site construction office trailer.
TOPICS FOR DISCUSSION
Health & Safety
1. Any incidents to report?
2. All visitors are to complete the appropriate forms and review the Job Safety Analysis before
entering construction area.
3. Hard hats, Steal toe boots, and safety vests share be worn at all times.
Previous Meeting Minutes
1. Any comments or revisions?
Construction Schedule and Status
1. Work to be accomplished during next two weeks.
• Preston Contractors

• Dellinger Inc.

• Trollinger Construction

Meeting #06 Agenda
August 1 5 , 2016
Page 2
2. Construction Days lost work to weather?
• This period
• Total
Open Issues
1. Set structures for Sedimentation Basin #2 were to be install 8/4.

2. Well abandonment certificates have been received.
3. Septic line has been set.
4. Safety Manager has approved the use of escorts to avoid using back-up alarms for early
morning paving.
5. Site Prep to you hydrant at the Transfer station for soil cement water source.

6. Permit allows temporary crossing through 1/2/2017

7. Duke guy anchors in easement. Anchors for one set of poles is located in cell limits. Preston to call Duke for options.

8. Leachate tank construction drawings are still pending.

9. Concrete Roadway over bedrock. Comments from Wooten.
10. Coordination with neighbors for early start times for concrete construction.
11. ISCO PE pipe delivery
12. Preston asked about a contingency plan if soil cement cannot be put in due to the pole(s).
13. Cell 1 structural fill notification. Mike Cobb, PG with SCS needs a 2 day notice before the placement
of structural fill for geologic inspection.

14. New water line alignment to bridge will encounter rock. This is hard rock that cannot be
excavated or hammered out. The current schedule will cause blasting to occur after paving.
This will not work. Preston to review and present options for the next meeting. Wooten to
review alternate route that will avoid rock and maintain soil cover.
15. Dellinger asked about the asphalt specification for the bridge. G Thomas and Wooten to
resolve.
16. We have encountered a cable complex that was not identified during the initial design. This will impact Old Cedar Falls improvements. J. Grey and G. Thomas to resolve.

Meeting #06 Agenda
August 1 5 , 2016
Page 3
17. There is a drop between the scale house sidewalk and scale foundation. Trollinger and
Wooten to develop solution to protect the sidewalk. This will most likely involve a concrete
curb or low retaining wall.
18. Dellinger will need surveying during soil cement placement.

19. SCS will perform CQA on soil cement. Discussed frequency of density tests and a couple of
confirmatory tubes for strength.
20. Timeline for traffic on soil cement.

Submittals
1. Submittals, when and what submittal should SCS anticipate?
Surveying Questions/Comments
1. Any Updates
Design Engineer Questions/Comments
1. Any Updates
CQA Questions/Comments
1. Changes to project?

M:\PROJECT FILES\02215305.02\Newforma\Meetings\Meeting #05 - 2016.08.06\Meeting Agenda 2016.08.06.docx
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DRAWING PATH: \\charnc\CADdata\7235\14\001 Randolph Co. (ENG.)\DWG\CELL 1 PLANS\2-3-PHASE 1 SUBGRADE.dwg
BASE GRADES - CELLS 1A & 1B (SHEET 1 OF 2)
CONSTRUCTION PLANS
GREAT OAK LANDFILL - CELL 1A & 1B
WASTE MANAGEMENT OF CAROLINAS, INC.
RANDOLPH COUNTY, NORTH CAROLINA
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WWW.SMEINC.COM
9751 SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM LICENSE NUMBER: F-0176
3/4/20160 ISSUED FOR BID
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CONTROL POINTS LOCATION PLAN - CELLS 1A & 1B (SHEET 1 OF 3)
CONSTRUCTION PLANS
GREAT OAK LANDFILL - CELL 1A & 1B
WASTE MANAGEMENT OF CAROLINAS, INC
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WWW.SMEINC.COM
9751 SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM LICENSE NUMBER: F-0176
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N 727,000 N 727,500E 1,775,500
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5/5/20161 ISSUED FOR CONSTRUCTION REV CONTROL POINTS IN LRM SJL SYK
DUKE ENERGY R/W
1
2 MODIFY WEST SIDE OF CELL 1 - AVOID GUY WIRES8/19/2016 TAH SJL SYK
2
2
DUKE ENERGYSTR 20 (TYP.)
Point TableName123456789101112131415161718202122232425262728293031323334353637383940414243444546474849505152535455565758596061Northing727082.7772727148.4226727224.0279727217.6258727172.0657727087.0270727075.9924727071.1078727066.2232727059.6184727039.0915727023.8556726945.0942726907.6619726888.5555726878.9529727003.0995726986.6408726976.8820726972.9179726982.5032727029.5897727143.6764726871.7511726862.1521726854.9484726878.9459726912.9213726930.1904726937.7654726955.0625726962.6375726990.1776726978.2538726942.9592726963.5997727010.2616727023.3578727026.8919726938.5216726928.0041727017.5926727129.0513727089.8892727106.2851727203.7626727273.0467727274.0629727284.2371727249.5503727305.8082727251.7771727252.2225727285.8102727253.5583727263.4494727370.3696 Easting1775700.88231775749.16531775823.83291775918.72891775856.78191775764.16121775788.30281775814.29391775840.28491775850.31341775806.68821775787.14261775853.93811775919.98401776015.76481776129.64431775913.18241775930.92361775968.17681776009.56031776119.54701776153.71561776013.38271776215.05251776328.82951776414.32071776438.41971776429.84271776393.73701776368.86491776401.31201776376.43991776414.34151776341.95691776331.21431776242.87521776331.18311776410.68491776473.43471776463.40071776486.77121776501.95711776508.96101776196.48391776298.86191776275.36781776310.14461775990.44771775993.05561776033.71641776048.13631776120.31441776137.63401776146.24321776189.59261776192.12781775960.1564 Elevation690.000692.559694.000670.000674.000676.000674.000670.000666.000664.000680.000688.000674.000668.000660.000652.000650.000646.000640.000634.000620.000620.000650.000646.000638.000632.000622.000612.000610.000610.000610.000610.000612.000612.000612.000614.000614.000614.000614.000614.000622.000624.000620.000622.000620.000626.000630.000668.000668.000660.000660.000650.000648.000648.000642.000642.000699.140696.000700.250 Name6263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121Northing727499.5997727746.7239727859.1751727845.8752727752.5347727802.2225727809.6268727738.2577727739.3224727744.3794727712.3035727669.7113727643.6249727656.6686727636.5081727629.2792727628.2038727678.2419727554.8204727497.2150727446.7421727415.9419727393.4263727351.9114727314.8742727358.5348727377.0558727410.0807727436.5419727430.8421727484.8945727484.6209727474.4974727607.0447727573.3181727544.4981727514.6389727501.7410727459.3307727447.3033727424.4828727372.9528727350.9289727329.1212727296.4317727318.7653727226.3639727206.9456727189.3752727111.0605727070.4142727061.9710727023.8600727069.8150727211.6918727264.7844 Easting1776298.18381776216.53961776277.44011776305.04101776299.70921776349.42721776361.01271776442.46751776458.53281776461.76211776512.70711776477.77811776465.20121776490.18801776529.16681776514.54771776584.08521776565.48231776457.90611776419.29441776381.73931776373.92511776361.70621776354.39831776334.64071776394.60651776426.42051776445.80281776423.86141776487.59651776472.28951776534.72641776537.59331776675.79571776691.48431776677.28521776745.76331776800.87141776871.32321776879.27571776848.87881776831.28921776800.39731776766.85481776764.98321776726.19641776720.90581776724.14681776712.80661776625.07211776611.11721776619.64431776581.90821776573.57041776531.86311776547.8188 Ele
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DRAWING PATH: \\charnc\CADdata\7235\14\001 Randolph Co. (ENG.)\DWG\CELL 1 PLANS\4-5a-CONTROL PTS PLAN AND COORDINATES.dwg
CONTROL POINTS LOCATION TABLE (SHEET 3 OF 3)
CONSTRUCTION PLANS
GREAT OAK LANDFILL - CELL 1A & 1B
WASTE MANAGEMENT OF CAROLINAS, INC
RANDOLPH COUNTY, NORTH CAROLINA
7
2
3
5
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1
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WWW.SMEINC.COM
9751 SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
[phone]
ENGINEERING FIRM LICENSE NUMBER: F-0176
3/4/20160 ISSUED FOR BID NPH SJL SYK
5/25/20161 ISSUED FOR CONSTRUCTION NPH SJL SYK
2 MODIFY WEST SIDE OF CELL 1 - AVOID GUY WIRES8/19/2016 TAH SJL SYK
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