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HomeMy WebLinkAbout0105_CoblesCDLF_Phase3ApartialClosureCQARpt_FID1416315_20200619
June 19, 2020
Ming-Tai Chao, P.E.
Permitting Branch, Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646
RE: Construction Quality Assurance Certification of Closure
Phase 3A Partial Closure
Coble’s C&D Landfill
Permit No. 01-05-CDLF-1998
5833 Foster Store Road
Liberty, NC 27298
Project: 2191087, Phase 02
Dear Ming:
This letter is to certify that the approved construction quality assurance (CQA) plan was successfully
carried out for the recently completed Phase 3A Partial Closure of the Coble’s C&D Landfill. In my
professional opinion, the construction meets the applicable requirements of the North Carolina Solid
Waste Management Rules 15A NCAC 13B .0541, was completed in accordance with the approved
closure plans and specifications. As used herein, the word certify shall mean an expression of the
undersigned engineer’s professional opinion to the best of his knowledge, information, and belief,
and does not constitute a warranty or guarantee.
The enclosed CQA record documentation report represents an accumulation of field, laboratory, and
other CQA data compiled in accordance with 15A NCAC 13B .0541 and the conditions of Permit No.
01-05-CDLF-1998, DIN 25405.
On behalf of Coble’s C&D Landfill, we would like to thank you in advance for reviewing the enclosed
report, conducting a site inspection, and issuing a certificate of partial closure. Please call if you
have any questions or comments.
Respectfully submitted,
LaBella Associates
Amy Davis, P.E.
Senior Technical Consultant
Enclosure
Copy: Mr. Kent Coble,
LaBella Associates
Amy Davis P E
Prepared For:
COBLE’S SANDROCK, INC.
5833 FOSTER STORE ROAD
LIBERTY, NC 27298
Submitted by:
LaBella Associates
2211 West Meadowview Rd.
Suite 101
Greensboro, NC 27407
(336) 323-0092
PHASE 3A PARTIAL CLOSURE CQA REPORT
COBLE’S SANDROCK
CONSTRUCTION & DEMOLITION DEBRIS LANDFILL
PERMIT NO. 01-05-CDLF-1998
June 2020
Project no. 2191087
Cobles Sandrock, Inc. TOC LaBella Associates
C&D LF Partial Closure June 2020
CQA Certification Report
TABLE OF CONTENTS
Page
1.0 INTRODUCTION 1
2.0 CONSTRUCTION QUALITY ASSURANCE PROGRAM
2.1 Roles and Responsibilities 1
2.2. Earthwork 1
2.2.1 Infiltration Layer Testing and Results 2
2.2.2 Protective Cover – Erosion Layer 3
2.2.3 Passive Gas Vents 3
2.2.4 Construction Survey 3
Appendix 1: Laboratory Testing Results
Appendix 2: Daily Field Reports
Appendix 3: Record Survey Drawings
Cobles Sandrock, Inc. Page 1 LaBella Associates
C&D LF Partial Closure June 2020
CQA Certification Report
1.0 INTRODUCTION
This report, prepared by LaBella Associates (LaBella) on behalf of Cobles Sandrock,
Inc. (Cobles) addresses the quality assurance procedures and activities conducted during
partial closure construction of the Phase 3A at the Cobles C&D landfill in Alamance County,
North Carolina. The documents comprising this report were compiled for the C&D landfill
closure construction with North Carolina Solid Waste Management Regulations, 15A NCAC
13B and the Phase 3 Permit to Construct # 01-05.
Landfill partial closure report submitted to the Solid Waste Section by Joyce
Engineering, Inc. (now LaBella Associates) in August 2013 included 11 areas of the landfill
Phases 1 and 2 in total area of 9.8 acres. This report covers the continuing closure
construction Coble has completed in areas 12 thru 17 of the Phase 3A during 2014, 2016,
2019, and 2020. This report covers 5.6 acres of closure.
Cobles acted as the General Contractor and performed all closure construction
earthwork during the period from 2014 through 2020.
LaBella provided third party construction quality assurance program services.
Geotechnics assisted LaBella in the field soil testing and collected samples for soil materials
laboratory testing. The soils laboratory testing was conducted at Geotechnics, Inc. in
Raleigh, NC.
Allred Land Surveying of Snow Camp, NC provided survey for the Phase 3A partial
closure.
2.0 CONSTRUCTION QUALITY ASSURANCE PROGRAM
2.1 Roles and Responsibilities
Cobles retained LaBella to provide construction quality assurance during the Phase
3A landfill partial closure construction. As an independent consultant from the
Owner/Contractor, LaBella, along with the construction field representative Geotechnics
provided observation and documentation of the closure earthwork construction. A
representative of Geotechnics visited the site to follow the closure work progression by
testing each acre-lift in the field and collecting soil samples for laboratory testing. In
accordance with the approved CQA Plan, Coble retained a surveyor to provide periodic
survey of the work to establish and maintain lines and grades.
2.2 Earthwork
Coble began the landfill partial closure construction in April 2014 by grading Area 12
on north side of the landfill Phase 3A to prepare for closure. The surveyor verified the
existing intermediate cover thickness to be a minimum of 12 inches prior to Coble
commencing the construction of low permeability infiltration soil layer.
Cobles Sandrock, Inc. Page 2 LaBella Associates
C&D LF Partial Closure June 2020
CQA Certification Report
Following the grading and survey of the intermediate cover, Coble proceeded with low
permeability soil infiltration layer construction. Area 12 closure construction was finalized in
November 2014. Area 13 closure work began in October 2016 and the work was
completed in December 2016. Coble continued Areas 14, 15 and 16 closure as part of the
Phase 3A partial closure in 2019. In 2020 Coble finished the 3A partial closure work
completing the area 17. Total of the areas 12 thru 17 closure is 5.6 acres.
The work was conducted utilizing the landfill heavy equipment; excavator, track
loader, compactor, and truck or a pan to deliver the soil to each area under closure
construction.
2.2.1 Infiltration Layer Testing and Results
Pre-construction soil samples were collected and submitted to laboratory testing for
identifying index properties of the soil proposed for the landfill partial closure work. The
laboratory testing results are compiled in Appendix 1.
The field-testing of each lift included moisture and density testing with nuclear
methods, and a drive cylinder test to verify the nuclear gauge readings. Two Shelby tubes
were pushed into the soil to collect undisturbed soil samples of the low-permeability
material for laboratory testing.
The infiltration layer was constructed in three lifts each a minimum of six inches in
compacted thickness. The field testing records of the infiltration layer construction including
nuclear gauge testing, drive cylinder, undisturbed permeability sample (Shelby tube), and
daily field reports are included in Appendix 2.
Soil infiltration layer construction CQA testing included in-place wet density, moisture
content by nuclear method (ASTM D6938), calculated dry density and percent compaction
with a Troxler Model 3440 portable nuclear gauge. A density of soil in place by drive cylinder
method (ASTM D 2937) was used to collect a sample of soil to verify the nuclear gauge test
results for each acre lift. If the nuclear gauge moisture readings were found to deviate
significantly from the moisture percentage by direct heating method, the dry density and in-
place compaction percentage were re-calculated to verify compaction of the soil. If the
placed soils were found not to meet the specification in a given area, Coble was informed of
the test results and asked to re-work the soil. Following the soil re-work, the area was
subjected to CQA testing verification. With satisfactory nuclear gauge readings at the
randomly selected test locations the CQA field personnel pushed a drive cylinder to collect
the moisture-density verification sample and a Shelby tube to collect the undisturbed
sample for laboratory hydraulic conductivity test (ASTM D5084).
The partial closure construction was divided into areas each approximately one acre
in size to track the construction and field-testing. The field and laboratory testing included
3-acre lifts. Each lift was tested at a minimum of 5 randomly selected locations by nuclear
method, one drive cylinder and one Shelby tube. A total 30 nuclear tests, 18 drive cylinders
and 18 low-permeability tests were performed. The infiltration layer testing results met the
Cobles Sandrock, Inc. Page 3 LaBella Associates
C&D LF Partial Closure June 2020
CQA Certification Report
moisture-compaction and the permeability requirement. Appendix 1 includes laboratory
testing summary table.
2.2.2 Protective Cover – Erosion Layer
An 18-inch thick protective cover soil layer was placed over the completed infiltration
layer. The soil was spread in two lifts and tracked up and down the slope with the dozer to
achieve a nominal compaction of about 90 percent so that vegetation can develop a proper
root system deep in the soil. Following placement of the erosion layer, the closed side
slopes were seeded to established a vegetative cover during 2020 growing season.
2.2.3 Passive Gas Vents
Due to C&D LF waste content, drilling using traditional bucket auger methods for the
construction of passive gas vents was impossible in 2012. This installation modification to
the landfill gas vents was submitted October 1, 2012 to the SWS for review and approval
(Section authorization was given on October 9, 2012, Doc. ID 17384).
For the Phase 3A closure, Coble installed six passive gas vents in a C&D landfill,
excavated pits thru the cover and infiltration layers to place perforated PVC pipes in the top
layer of the waste. The 6-inch perforated segment of the vent pipes were installed in waste
to a depth 5 to 6 feet below the infiltration cap. The excavated gas vent pit was filled with
#57 stone. Low permeability soil was then placed over the stone to close the infiltration
layer. Top soil was placed over the worked area to provide a continuous layer of the
protective cover.
2.2.4 Construction Survey
Coble retained Jeff Allred Land Surveying of Snow Camp, NC to provide survey for the
landfill partial closure work. After grading the intermediate cover, the prepared surface was
surveyed. The top of intermediate cover thus served as base grades for the infiltration layer
construction. At the completion of the three lifts of infiltration layer a minimum of 18-inches
in thickness, the surface was then graded and surveyed. Protective cover a minimum of 18-
inches in thickness was placed over the infiltration layer. Once again, Coble graded the
surface to final grades and the surface was surveyed. The three surveys and the surveys
data point records are included in Appendix 3.
The infiltration layer thickness meets or exceeds the minimum required thickness of
1.5 feet. In order to ensure adequate thickness of the infiltration layer and closure cap,
some areas were constructed thicker than required. The total section thickness of the
infiltration and vegetative layer section is a minimum of three feet. Coble used the same soil
material for both layers and this report reflects our acceptance of the extra clay layer
thickness replacing the shortage of erosion layer in certain areas. In LaBella’s professional
opinion, this condition will not compromise the performance of the cap in any way nor be
detrimental to the establishment of grass or long-term maintenance of the cover.
Cobles Sandrock, Inc. Page 4 LaBella Associates
C&D LF Partial Closure June 2020
CQA Certification Report
The closure of areas 12, 13, 14, 15, 16 and 17 construction was conducted on
assumed acre basis on 6 acres. The closure construction survey encompasses total area of
5.6 acres.
The C&D landfill partial closure report for phases 1 and 2 August 2013 included 11
areas equaling 9.8 acres. This report covers partial closure of the Phase 3A C&D landfill of
6 areas equaling 5.6 acres.
Total areas closed to date encompasses 9.8 + 5.6 = 15.4 acres based on the
combined closure surveys. Financial assurance will be revised based on the reported
acreage of closure and remaining active area.
END OF REPORT
APPENDIX 1 - LABORATORY TESTING RESULTS
Project 2191087.00.02
LaBella Associates, P.C.
Perm (K)
Lab ID Sample USCS OMC MDD MC OMC-MC DD DD/MDD (cm/sec)Fines LL PL PI
2012-656-01-01 Lowperm R2 ML 18.2%105.6 20.5%2.3%104.3 98.8%1.1E-06 66.7%37 30 7
2012-656-01-02 Intermed CL 15.1%112.8 17.6%2.5%106.2 94.1%4.7E-07 56.0%39 25 14
2012-656-12-01 P-1 ML 16.0%107.1 17.9%1.9%102.2 95.4%4.7E-06 66.7%39 30 9
12-02 P-2 ML 17.6%106.5 18.7%1.1%102.3 96.1%1.1E-06 56.0%41 27 14
12-03 P-3 ML 16.8%108.8 18.9%2.1%103.4 95.0%4.6E-06 56.0%38 28 10
Perm (K)
Lab ID Sample USCS OMC MDD MC OMC-MC DD DD/MDD (cm/sec)
2014-677-01-01 A12 L1 ML 18.2%105.6 26.5%8.3%95.6 90.5%1.5E-07
2014-677-02-01 A12 L2 ML 18.2%105.6 18.4%0.2%104.1 98.6%1.2E-07
*2014-677-03-01 A12 L3 CL 15.1%113.9 20.8%5.7%106.2 93.2%3.9E-08
Perm (K)
Lab ID Sample USCS OMC MDD MC OMC-MC DD DD/MDD (cm/sec)
2016-803-01-01 A13 L1 CL 15.1%113.9 11.5%-3.6%109.9 96.5%1.2E-06
2016-803-02-01 A13 L2 CL 15.1%113.9 10.8%-4.3%109.2 95.9%3.8E-06
2016-803-03-01 A13 L3 CL 15.1%113.9 13.4%-1.7%105.5 92.6%6.9E-06
Perm (K)
Lab ID Sample USCS OMC MDD MC OMC-MC DD DD/MDD (cm/sec)
2019-195-001-01 A14 L1 CL 15.1%113.9 12.5%-2.6%111.4 97.8%2.0E-06
2019-195-002-01 A14 L2 CL 15.1%113.9 7.1%-8.0%116.6 102.4%1.2E-07
2019-195-003-02 A14 L3 CL 15.1%113.9 14.6%-0.5%111.2 97.6%2.7E-07
Lab ID Sample USCS OMC MDD MC OMC-MC DD DD/MDD (cm/sec)2019-195-001-02 A15 L1 CL 15.1%113.9 14.6%-0.5%110.0 96.6%1.0E-062019-195-002-02 A15 L2 CL 15.1%113.9 10.2%-4.9%112.6 98.9%5.1E-072019-195-003-01 A15 L3 CL 15.1%113.9 13.5%-1.6%119.8 105.2%1.6E-07
Lab ID Sample USCS OMC MDD MC OMC-MC DD DD/MDD (cm/sec)2019-195-004-01 A16 L1 CL 15.1%113.9 8.9%-6.2%113.8 99.9%2.0E-062019-195-005-01 A16 L2 CL 15.1%113.9 13.9%-1.2%114.3 100.4%2.5E-062019-195-006-01 A16 L3 CL 15.1%113.9 9.6%-5.5%110.0 96.6%7.4E-07
Perm (K)
Lab ID Sample USCS OMC MDD MC OMC-MC DD DD/MDD (cm/sec)Fines LL PL PI2020-019-001-001 CL-1 MH 25.3%96.6 25.3%0.0%91.4 94.6%2.5E-06 70.2%56 40 162020-019-002-01 A17 L1 MH 25.3%96.6 16.7%-8.6%95.7 99.1%2.0E-062020-019-003-01 A17 L2 MH 25.3%96.6 29.2%3.9%91.9 95.1%2.1E-072020-019-003-02 A17 L3 MH 25.3%96.6 22.0%-3.3%95.2 98.6%2.5E-06
2020 Closure Construction Standard
Proctor Shelby Tube Samples
2016 Closure Construction Standard
Proctor Shelby Tube Samples
2019 Closure Construction Standard Proctor Shelby Tube Samples
2014 Closure Construction
Atterberg Limits
Standard
Proctor Shelby Tube Samples
Standard
Proctor Remolded Lab Samples2012 - Closure Construction
Atterberg Limits
COBLE'S SANDROCK CDLF PHASE 3A CLOSURE CONSTRUCTION 2014-2020
90
95
100
105
110
115
120
125
0%5%10%15%20%25%30%35%DRY DENSITY, PCFMOISTURE CONTENT %
MOISTURE-DENSITY RESULTS OF CLAY SOIL SAMPLESPERMEABILITY LESS THAN 1.0E-05 CM/SEC Saturation Line SpecificGravity = 2.80
Lower Bound ofAcceptance Zone
Remolded Samples
Partial Closure Acre-Lifts
A12
A13
A14
A15
A16
A17
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1
April 28, 2014 Project No. 2014-677-01 Mr. Hannu Kemppinen Joyce Engineering, Inc. 2211 W. Meadowview Rd., Suite 101 Greensboro, NC 27407 Transmittal Laboratory Test Results Cobles C&D Landfill Please find attached the laboratory test results for the above referenced project. The tests were outlined on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was performed in general accordance with the methods listed on the enclosed data sheets. The test results are believed to be representative of the samples that were submitted for testing and are indicative only of the specimens which were evaluated. We have no direct knowledge of the origin of the samples and imply no position with regard to the nature of the test results, i.e. pass/fail and no claims as to the suitability of the material for its intended use. The test data and all associated project information provided shall be held in strict confidence and disclosed to other parties only with authorization by our Client. The test data submitted herein is considered integral with this report and is not to be reproduced except in whole and only with the authorization of the Client and Geotechnics. The remaining sample materials for this project will be retained for a minimum of 90 days as directed by the Geotechnics’ Quality Program. We are pleased to provide these testing services. Should you have any questions or if we may be of further assistance, please contact our office. Respectively submitted,
Geotechnics, Inc.
Michael P. Smith Regional Manager
We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC. Boring No.ACRE 12
Client Project COBLES C&D LF Depth (ft.)LIFT 1
Project No. 2014-677-01 Sample No. ST-12-01
Lab ID No. 2014-677-01-01
Visual Description: ORANGE SILTY CLAY WITH GRAVEL
AVERAGE PERMEABILITY = 1.5E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.5E-09 m/sec @ 20oC
Tested By: SFS Date: 4/24/14 Checked By: GEM Date: 4/28/14
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC.Boring No. ACRE 12
Client Project COBLES C&D LF Depth (ft.) LIFT 1
Project No. 2014-677-01 Sample No. ST-12-01
Lab ID No. 2014-677-01-01
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: ORANGE SILTY CLAY WITH GRAVEL
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 1010 Z-12
Wt. of Tare & WS (gm.)178.45 373.64
Wt. of Tare & DS (gm.)148.67 313.24
Wt. of Tare (gm.)36.38 90.27
Wt. of Water (gm.)29.78 60.40
Wt. of DS (gm.)112.29 222.97
Moisture Content (%)26.5 27.1
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)583.00 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)583.00 585.62
Length 1 (in.)2.948 2.921
Length 2 (in.)2.883 2.923
Length 3 (in.)2.916 2.909
Top Diameter (in.)2.798 2.828
Middle Diameter (in.)2.862 2.832
Bottom Diameter (in.)2.835 2.809
Average Length (in.)2.92 2.92
Average Area (in.2 )6.30 6.26
Sample Volume (cm3 )300.89 299.26
Unit Wet Wt. (gm./ cm3 )1.938 1.957
Unit Wet Wt. (pcf ) 120.9 122.2
Unit Dry Wt. (pcf ) 95.6 96.1
Unit Dry Wt. (gm./ cm3 )1.531 1.540
Void Ratio, e 0.763 0.753
Porosity, n 0.433 0.430
Pore Volume (cm3 )130.2 128.6
Total Wt. Of Sample After Test 597.48
Tested By: SFS Date: 4/24/14 Checked By: GEM Date: 4/28/14
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC. Boring No.ACRE 12
Client Project COBLES C&D LF Depth (ft.)LIFT 1
Project No. 2014-677-01 Sample No. ST-12-01
Lab ID No.2014-677-01-01
Test Pressures Final Sample Dimensions
Cell Pressure(psi)45.0 Sample Length (cm), L 7.41
Back Pressure(psi)40.0 Sample Area (cm2 ), A 40.38
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 98 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 1.5E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.5E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
t Rp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
4/25/14 14 37 0 37.00 0.000 7.5 11.5 23.4 NA
4/25/14 14 37 45 37.75 0.750 7.4 11.3 23.4 1.4E-07
4/25/14 14 38 29 38.48 1.483 7.3 11.1 23.4 1.5E-07
4/25/14 14 39 15 39.25 2.250 7.2 10.9 23.4 1.4E-07
4/25/14 14 40 1 40.02 3.017 7.1 10.7 23.4 1.4E-07
4/25/14 14 40 46 40.77 3.767 7.0 10.6 23.4 1.5E-07
Tested By: SFS Date: 4/24/14 Checked By: GEM Date: 4/28/14
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TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC. Boring No.ACRE 12
Client Project COBLES C&D LF Depth (ft.)LIFT 2
Project No. 2014-677-02 Sample No. ST-12-02
Lab ID No. 2014-677-02-01
Visual Description: RED SILTY CLAY WITH GRAVEL
AVERAGE PERMEABILITY = 1.2E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.2E-09 m/sec @ 20oC
Tested By: SFS Date: 9/18/14 Checked By: GEM Date: 9/22/14
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC.Boring No. ACRE 12
Client Project COBLES C&D LF Depth (ft.) LIFT 2
Project No. 2014-677-02 Sample No. ST-12-02
Lab ID No. 2014-677-02-01
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: RED SILTY CLAY WITH GRAVEL
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 802 802
Wt. of Tare & WS (gm.)403.91 384.51
Wt. of Tare & DS (gm.)357.20 329.75
Wt. of Tare (gm.)103.64 103.57
Wt. of Water (gm.)46.71 54.76
Wt. of DS (gm.)253.56 226.18
Moisture Content (%)18.4 24.2
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)548.82 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)548.82 575.65
Length 1 (in.)2.695 2.732
Length 2 (in.)2.673 2.694
Length 3 (in.)2.712 2.654
Top Diameter (in.)2.829 2.877
Middle Diameter (in.)2.833 2.876
Bottom Diameter (in.)2.833 2.863
Average Length (in.)2.69 2.69
Average Area (in.2 )6.30 6.48
Sample Volume (cm3 )277.95 285.92
Unit Wet Wt. (gm./ cm3 )1.975 2.013
Unit Wet Wt. (pcf ) 123.3 125.7
Unit Dry Wt. (pcf ) 104.1 101.2
Unit Dry Wt. (gm./ cm3 )1.667 1.621
Void Ratio, e 0.619 0.666
Porosity, n 0.382 0.400
Pore Volume (cm3 )106.3 114.3
Total Wt. Of Sample After Test 569.00
Tested By: SFS Date: 9/18/14 Checked By: GEM Date: 9/22/14
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC. Boring No.ACRE 12
Client Project COBLES C&D LF Depth (ft.)LIFT 2
Project No. 2014-677-02 Sample No. ST-12-02
Lab ID No.2014-677-02-01
Test Pressures Final Sample Dimensions
Cell Pressure(psi)45.0 Sample Length (cm), L 6.84
Back Pressure(psi)40.0 Sample Area (cm2 ), A 41.80
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 95 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 1.2E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.2E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
t Rp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
9/22/14 9 41 15 41.25 0.000 10.2 17.6 22.0 NA
9/22/14 9 41 46 41.77 0.517 10.1 17.4 22.0 1.3E-07
9/22/14 9 42 14 42.23 0.983 10.0 17.2 22.0 1.5E-07
9/22/14 9 42 47 42.78 1.533 9.9 17.0 22.0 1.3E-07
9/22/14 9 43 21 43.35 2.100 9.8 16.8 22.0 1.2E-07
9/22/14 9 43 56 43.93 2.683 9.7 16.6 22.0 1.2E-07
9/22/14 9 44 31 44.52 3.267 9.6 16.4 22.0 1.2E-07
Tested By: SFS Date: 9/18/14 Checked By: GEM Date: 9/22/14
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TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC. Boring No.ACRE 12
Client Project COBLES C&D LF Depth (ft.)LIFT 3
Project No. 2014-677-03 Sample No. ST-A12-L3
Lab ID No. 2014-677-03-01
Visual Description: RED SANDY CLAY WITH GRAVEL
AVERAGE PERMEABILITY = 3.9E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.9E-10 m/sec @ 20oC
Tested By: SFS Date: 11/17/14 Checked By: GEM Date: 11/20/14
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5 T:\2014 PROJECTS\2014-677 JOYCE - COBLES\[2014-677-03-01 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC.Boring No. ACRE 12
Client Project COBLES C&D LF Depth (ft.) LIFT 3
Project No. 2014-677-03 Sample No. ST-A12-L3
Lab ID No. 2014-677-03-01
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: RED SANDY CLAY WITH GRAVEL
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 800 801
Wt. of Tare & WS (gm.)524.78 398.66
Wt. of Tare & DS (gm.)452.22 345
Wt. of Tare (gm.)104.14 99.11
Wt. of Water (gm.)72.56 53.66
Wt. of DS (gm.)348.08 245.89
Moisture Content (%)20.8 21.8
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)556.70 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)556.70 561.20
Length 1 (in.)2.698 2.629
Length 2 (in.)2.716 2.625
Length 3 (in.)2.695 2.668
Top Diameter (in.)2.763 2.842
Middle Diameter (in.)2.806 2.826
Bottom Diameter (in.)2.802 2.836
Average Length (in.)2.70 2.64
Average Area (in.2 )6.12 6.31
Sample Volume (cm3 )270.86 273.09
Unit Wet Wt. (gm./ cm3 )2.055 2.055
Unit Wet Wt. (pcf ) 128.3 128.3
Unit Dry Wt. (pcf ) 106.2 105.3
Unit Dry Wt. (gm./ cm3 )1.701 1.687
Void Ratio, e 0.588 0.601
Porosity, n 0.370 0.375
Pore Volume (cm3 )100.2 102.5
Total Wt. Of Sample After Test 558.62
Tested By: SFS Date:11/17/14 Checked By: GEM Date: 11/20/14
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5 T:\2014 PROJECTS\2014-677 JOYCE - COBLES\[2014-677-03-01 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC. Boring No.ACRE 12
Client Project COBLES C&D LF Depth (ft.)LIFT 3
Project No. 2014-677-03 Sample No. ST-A12-L3
Lab ID No.2014-677-03-01
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 6.71
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.72
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 98 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 3.9E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.9E-10 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
t Rp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/19/14 20 40 16 40.27 0.000 11.4 20.2 21.9 NA
11/19/14 20 41 25 41.42 1.150 11.3 20.1 21.9 5.3E-08
11/19/14 20 42 56 42.93 2.667 11.2 19.9 21.9 4.1E-08
11/19/14 20 44 20 44.33 4.067 11.1 19.7 21.9 4.4E-08
11/19/14 20 45 49 45.82 5.550 11.0 19.5 21.9 4.2E-08
11/19/14 20 47 24 47.40 7.133 10.9 19.3 21.9 4.0E-08
11/19/14 20 49 2 49.03 8.767 10.8 19.1 21.9 3.9E-08
11/19/14 20 50 44 50.73 10.467 10.7 18.9 21.9 3.8E-08
11/19/14 20 52 25 52.42 12.150 10.6 18.7 21.9 3.9E-08
11/19/14 20 54 4 54.07 13.800 10.5 18.5 21.9 4.0E-08
Tested By: SFS Date:11/17/14 Checked By: GEM Date: 11/20/14
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5 T:\2014 PROJECTS\2014-677 JOYCE - COBLES\[2014-677-03-01 Permometer.xls]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC. Boring No.ACRE 13
Client Project COBLES C&D LF Depth (ft.)LIFT 1
Project No. 2016-803-001 Sample No. ST-A13-L1
Lab ID No. 2016-803-001-001
Visual Description: TAN SANDY SILT
AVERAGE PERMEABILITY = 1.2E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.2E-08 m/sec @ 20oC
Tested By:AF Date: 10/27/16 Checked By: GEM Date: 11/1/16
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5Contracts\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-001-001 Permometer Rev1.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC.Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 1
Project No. 2016-803-001 Sample No. ST-A13-L1
Lab ID No. 2016-803-001-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: TAN SANDY SILT
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-11 TB-05
Wt. of Tare & WS (gm.)351.54 768.2
Wt. of Tare & DS (gm.)329.24 667.97
Wt. of Tare (gm.)134.84 134.83
Wt. of Water (gm.)22.30 100.23
Wt. of DS (gm.)194.40 533.14
Moisture Content (%)11.5 18.8
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)606.67 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)606.67 646.56
Length 1 (in.)3.002 2.949
Length 2 (in.)3.017 2.929
Length 3 (in.)3.010 2.936
Top Diameter (in.)2.838 2.838
Middle Diameter (in.)2.814 2.817
Bottom Diameter (in.)2.822 2.795
Average Length (in.)3.01 2.94
Average Area (in.2 )6.27 6.23
Sample Volume (cm3 )309.06 299.99
Unit Wet Wt. (gm./ cm3 )1.963 2.155
Unit Wet Wt. (pcf ) 122.5 134.5
Unit Dry Wt. (pcf ) 109.9 113.2
Unit Dry Wt. (gm./ cm3 )1.761 1.814
Void Ratio, e 0.533 0.488
Porosity, n 0.348 0.328
Pore Volume (cm3 )107.5 98.4
Total Wt. Of Sample After Test 633.56
Tested By:AF Date: 10/27/16 Checked By: GEM Date: 11/1/16
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5Contracts\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-001-001 Permometer Rev1.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client JOYCE ENGINEERING, INC.Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 1
Project No. 2016-803-001 Sample No. ST-A13-L1
Lab ID No. 2016-803-001-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 7.46
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.20
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 100 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 1.2E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.2E-08 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
t Rp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
10/31/16 10 31 5 31.08 0.000 8.3 12.8 24.0 NA
10/31/16 10 31 14 31.23 0.150 8.1 12.4 24.0 1.3E-06
10/31/16 10 31 24 31.40 0.317 7.9 12.1 24.0 1.2E-06
10/31/16 10 31 34 31.57 0.483 7.7 11.7 24.0 1.2E-06
10/31/16 10 31 44 31.73 0.650 7.5 11.4 24.0 1.2E-06
Tested By:AF Date: 10/27/16 Checked By: GEM Date: 11/1/16
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5Contracts\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-001-001 Permometer Rev1.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC.Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 2
Project No. 2016-803-002 Sample No. ST-A13-L2
Lab ID No.2016-803-002-001
AVERAGE PERMEABILITY = 3.8E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.8E-08 m/sec @ 20oC
Tested By:AF Date: 11/9/16 Checked By: GEM Date: 11/10/16
Page 1 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 96 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-002-001 PERMflow Rev1.xlsm]Sheet1
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14TOTAL FLOW, cm3ELAPSED TIME, hrs
TOTAL FLOW vs. ELAPSED TIME
INFLOW OUTFLOW
1.0E-08
1.0E-07
1.0E-06
1.0E-05
1.0E-04
1.0E-03
0.000 0.002 0.004 0.006 0.008 0.010 0.012 0.014 0.016 0.018PERMEABILITY, cm/secPORE VOLUMES EXCHANGED
PORE VOLUMES EXCHANGED vs. PERMEABILITY
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 2
Project No. 2016-803-002 Sample No. ST-A13-L2
Lab ID No. 2016-803-002-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: LIGHT BROWN SILTY SAND
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number SS-5 TB-08
Wt. of Tare & WS (gm.) 375.28 453.52
Wt. of Tare & DS (gm.) 348.30 408.69
Wt. of Tare (gm.) 99.37 135.31
Wt. of Water (gm.) 26.98 44.83
Wt. of DS (gm.) 248.93 273.38
Moisture Content (%)10.8 16.4
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.) 602.61 NA
Wt. of Tube (gm.) 0.00 NA
Wt. of WS (calc.)(gm.) 602.61 632.84
Length 1 (in.) 2.968 2.891
Length 2 (in.) 3.004 2.968
Length 3 (in.) 2.992 2.919
Top Diameter (in.) 2.861 2.843
Middle Diameter (in.) 2.836 2.867
Bottom Diameter (in.) 2.832 2.808
Average Length (in.) 2.99 2.93
Average Area (in.2 )6.35 6.33
Sample Volume (cm3 )310.83 303.60
Unit Wet Wt. (gm./ cm 3 )1.94 2.08
Unit Wet Wt. (pcf ) 121.0 130.1
Unit Dry Wt. (pcf ) 109.2 111.8
Unit Dry Wt. (gm./ cm3 )1.75 1.79
Void Ratio, e 0.54 0.51
Porosity, n 0.35 0.34
Pore Volume (cm3 )109.5 102.2
Total Wgt. Of Sample After Test 644.51
Tested By:AF Date: 11/9/16 Checked By: GEM Date: 11/10/16
Page 2 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9s Contracts\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-002-001 PERMflow Rev1.xlsm]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 2
Project No. 2016-803-002 Sample No. ST-A13-L2
Lab ID No. 2016-803-002-001
Pressure Heads (Constant) Final Sample Dimensions
Top Cap (psi) 49.0 Sample Length (cm), L 7.43
Bottom Cap (psi) 51.0 Sample Diameter (cm) 7.21
Cell (psi) 55.0 Sample Area (cm2 ), A 40.85
Total Pressure Head (cm) 140.6 Inflow Burette Area (cm2 ), a-in 0.854
Hydraulic Gradient 18.92 Outflow Burette Area (cm2 ), a-out 0.854
B Parameter (%) 96
AVERAGE PERMEABILITY = 3.8E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.8E-08 m/sec @ 20oC
DATE TIME ELAPSED TOTAL TOTAL TOTAL FLOW TEMP. INCREMENTAL
TIME INFLOW OUTFLOW HEAD PERMEABILITY
t h ( 0 flow ) @ 20oC
(mm/dd/yy) (hr) (min) (hr)(cm3)(cm3)(cm) ( 1 stop )( oC)(cm/sec)
11/9/16 15 15 0.00 0.0 0.0 152.2 0 22.9 NA
11/9/16 15 17 0.03 0.5 0.5 151.1 0 22.9 4.4E-06
11/9/16 15 18 0.05 0.7 0.7 150.6 0 22.9 4.2E-06
11/9/16 15 19 0.07 0.9 0.9 150.1 0 22.9 3.7E-06
11/9/16 15 20 0.08 1.1 1.1 149.7 0 22.9 3.7E-06
11/9/16 15 21 0.10 1.3 1.3 149.2 0 22.9 3.8E-06
11/9/16 15 22 0.12 1.6 1.4 148.7 1 22.9 3.8E-06
Tested By:AF Date: 11/9/16 Checked By: GEM Date: 11/10/16
Page 3 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9s Contracts\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-002-001 PERMflow Rev1.xlsm]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 3
Project No. 2016-803-003 Sample No. ST-A13-L3
Lab ID No. 2016-803-003-001
AVERAGE PERMEABILITY = 6.9E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 6.9E-08 m/sec @ 20oC
Tested By:AF Date: 12/14/16 Checked By: GEM Date: 12/16/16
Page 1 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9Z:\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-003-001 PERMflow.xlsm]Sheet1
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
0.00 0.02 0.04 0.06 0.08 0.10 0.12TOTAL FLOW, cm3ELAPSED TIME, hrs
TOTAL FLOW vs. ELAPSED TIME
INFLOW OUTFLOW
1.0E-08
1.0E-07
1.0E-06
1.0E-05
1.0E-04
1.0E-03
0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040PERMEABILITY, cm/secPORE VOLUMES EXCHANGED
PORE VOLUMES EXCHANGED vs. PERMEABILITY
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 3
Project No. 2016-803-003 Sample No. ST-A13-L3
Lab ID No. 2016-803-003-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SANDY SILT
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-09 TB-03
Wt. of Tare & WS (gm.) 294.55 370.92
Wt. of Tare & DS (gm.) 275.55 331.19
Wt. of Tare (gm.) 133.95 134.11
Wt. of Water (gm.) 19.00 39.73
Wt. of DS (gm.) 141.60 197.08
Moisture Content (%)13.4 20.2
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.) 423.28 NA
Wt. of Tube (gm.) 0.00 NA
Wt. of WS (calc.)(gm.) 423.28 448.44
Length 1 (in.) 2.131 2.113
Length 2 (in.) 2.113 2.124
Length 3 (in.) 2.127 2.105
Top Diameter (in.) 2.849 2.854
Middle Diameter (in.) 2.842 2.843
Bottom Diameter (in.) 2.836 2.829
Average Length (in.) 2.12 2.11
Average Area (in.2 )6.35 6.34
Sample Volume (cm3 )220.81 219.76
Unit Wet Wt. (gm./ cm 3 )1.92 2.04
Unit Wet Wt. (pcf ) 119.7 127.4
Unit Dry Wt. (pcf ) 105.5 106.0
Unit Dry Wt. (gm./ cm3 )1.69 1.70
Void Ratio, e 0.60 0.59
Porosity, n 0.37 0.37
Pore Volume (cm3 )82.6 81.5
Total Wgt. Of Sample After Test 449.32
Tested By:AF Date: 12/14/16 Checked By: GEM Date: 12/16/16
Page 2 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9Z:\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-003-001 PERMflow.xlsm]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client JOYCE ENGINEERING, INC. Boring No. ACRE 13
Client Project COBLES C&D LF Depth (ft.) LIFT 3
Project No. 2016-803-003 Sample No. ST-A13-L3
Lab ID No. 2016-803-003-001
Pressure Heads (Constant) Final Sample Dimensions
Top Cap (psi) 59.0 Sample Length (cm), L 5.37
Bottom Cap (psi) 61.0 Sample Diameter (cm) 7.22
Cell (psi) 65.0 Sample Area (cm2 ), A 40.93
Total Pressure Head (cm) 140.6 Inflow Burette Area (cm2 ), a-in 0.905
Hydraulic Gradient 26.19 Outflow Burette Area (cm2 ), a-out 0.865
B Parameter (%) 95
AVERAGE PERMEABILITY = 6.9E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 6.9E-08 m/sec @ 20oC
DATE TIME ELAPSED TOTAL TOTAL TOTAL FLOW TEMP. INCREMENTAL
TIME INFLOW OUTFLOW HEAD PERMEABILITY
t h ( 0 flow ) @ 20oC
(mm/dd/yy) (hr) (min) (hr)(cm3)(cm3)(cm) ( 1 stop )( oC)(cm/sec)
12/15/16 10 5 0.00 0.0 0.0 140.6 0 22.7 NA
12/15/16 10 6 0.02 0.5 0.5 139.5 0 22.7 7.2E-06
12/15/16 10 7 0.03 1.0 0.9 138.4 0 22.7 6.9E-06
12/15/16 10 8 0.05 1.5 1.4 137.4 0 22.7 6.9E-06
12/15/16 10 10 0.08 2.4 2.4 135.3 0 22.7 6.8E-06
12/15/16 10 11 0.10 2.9 2.8 134.3 1 22.7 6.9E-06
Tested By:AF Date: 12/14/16 Checked By: GEM Date: 12/16/16
Page 3 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9Z:\2016 PROJECTS\2016-803 JOYCE - COBLES C&D LF\[2016-803-003-001 PERMflow.xlsm]Sheet1
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client Joyce Engineering, Inc.Boring No.3A Closer A14
Client Project Cobles C&D Landfill Depth (ft.)Lift 1
Project No. R-2019-195-001 Sample No. A14-L1
Lab ID No. R-2019-195-001-001
Visual Description: Brown Sandy Clay
AVERAGE PERMEABILITY = 2.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.0E-08 m/sec @ 20
oC
Tested By: MY Date: 7/2/19 Checked By: GEM Date: 7/9/19
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eZ:\2019 PROJECTS\JOYCE ENG\2019-195 JOYCE - COBLES C&D LF\[2019-195-001-001 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client Joyce Engineering, Inc.Boring No. 3A Closer A14
Client Project Cobles C&D Landfill Depth (ft.) Lift 1
Project No. R-2019-195-001 Sample No. A14-L1
Lab ID No. R-2019-195-001-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Brown Sandy Clay
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 810 SS-3
Wt. of Tare & WS (gm.)312.69 415.15
Wt. of Tare & DS (gm.)290.44 367.97
Wt. of Tare (gm.)112.01 100.65
Wt. of Water (gm.)22.25 47.18
Wt. of DS (gm.)178.43 267.32
Moisture Content (%)12.5 17.6
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)627.90 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)627.90 656.82
Length 1 (in.)3.055 3.027
Length 2 (in.)3.025 3.021
Length 3 (in.)3.028 3.026
Top Diameter (in.)2.827 2.790
Middle Diameter (in.)2.846 2.817
Bottom Diameter (in.)2.815 2.803
Average Length (in.)3.04 3.02
Average Area (in.2 )6.29 6.17
Sample Volume (cm3 )312.80 305.93
Unit Wet Wt. (gm./ cm 3 )2.007 2.147
Unit Wet Wt. (pcf )125.3 134.0
Unit Dry Wt. (pcf )111.4 113.9
Unit Dry Wt. (gm./ cm 3 )1.785 1.825
Void Ratio, e 0.513 0.480
Porosity, n 0.339 0.324
Pore Volume (cm3 )106.0 99.2
Total Wt. Of Sample After Test 652.26
Tested By: MY Date: 7/2/19 Checked By: GEM Date: 7/9/19
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client Joyce Engineering, Inc. Boring No.3A Closer A14
Client Project Cobles C&D Landfill Depth (ft.)Lift 1
Project No. R-2019-195-001 Sample No. A14-L1
Lab ID No.R-2019-195-001-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)45.0 Sample Length (cm), L 7.68
Back Pressure(psi)40.0 Sample Area (cm2 ), A 39.82
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 100 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), R eq 1
AVERAGE PERMEABILITY = 2.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.0E-08 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
7/8/19 13 11 16 11.27 0.000 12.0 18.7 25.7 NA
7/8/19 13 11 25 11.42 0.150 11.5 17.8 25.7 2.1E-06
7/8/19 13 11 34 11.57 0.300 11.0 17.0 25.7 2.2E-06
7/8/19 13 11 44 11.73 0.467 10.5 16.1 25.7 2.1E-06
7/8/19 13 11 55 11.92 0.650 10.0 15.3 25.7 2.0E-06
7/8/19 13 12 6 12.10 0.833 9.5 14.4 25.7 2.1E-06
7/8/19 13 12 18 12.30 1.033 9.0 13.6 25.7 2.1E-06
7/8/19 13 12 31 12.52 1.250 8.5 12.7 25.7 2.0E-06
7/8/19 13 12 45 12.75 1.483 8.0 11.9 25.7 2.0E-06
7/8/19 13 13 0 13.00 1.733 7.5 11.0 25.7 2.0E-06
7/8/19 13 13 16 13.27 2.000 7.0 10.2 25.7 2.0E-06
Tested By: MY Date: 7/2/19 Checked By: GEM Date: 7/9/19
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TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST3-A14
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2019-195-002 Sample No. ST3-A14-L2
Lab ID No. R-2019-195-002-001
Visual Description: Tan Sandy Silt
AVERAGE PERMEABILITY = 1.2E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 1.2E-09 m/sec @ 20
oC
Tested By: MY Date: 7/31/19 Checked By: GEM Date: 8/1/19
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. ST3-A14
Client Project Cobles C&D Landfill Depth (ft.) Lift 2
Project No. R-2019-195-002 Sample No. ST3-A14-L2
Lab ID No. R-2019-195-002-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Tan Sandy Silt
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-09 TB-02
Wt. of Tare & WS (gm.)425.41 545.49
Wt. of Tare & DS (gm.)406.19 494.06
Wt. of Tare (gm.)134.03 134.57
Wt. of Water (gm.)19.22 51.43
Wt. of DS (gm.)272.16 359.49
Moisture Content (%)7.1 14.3
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)393.91 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)393.91 420.56
Length 1 (in.)1.886 1.873
Length 2 (in.)1.872 1.833
Length 3 (in.)1.881 1.804
Top Diameter (in.)2.848 2.870
Middle Diameter (in.)2.851 2.872
Bottom Diameter (in.)2.860 2.854
Average Length (in.)1.88 1.84
Average Area (in.2 )6.39 6.45
Sample Volume (cm3 )196.91 194.08
Unit Wet Wt. (gm./ cm 3 )2.000 2.167
Unit Wet Wt. (pcf )124.9 135.3
Unit Dry Wt. (pcf )116.6 118.3
Unit Dry Wt. (gm./ cm 3 )1.868 1.896
Void Ratio, e 0.445 0.424
Porosity, n 0.308 0.298
Pore Volume (cm3 )60.6 57.8
Total Wt. Of Sample After Test 410.92
Tested By: MY Date: 7/31/19 Checked By: GEM Date: 8/1/19
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST3-A14
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2019-195-002 Sample No. ST3-A14-L2
Lab ID No.R-2019-195-002-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 4.67
Back Pressure(psi)50.0 Sample Area (cm2 ), A 41.60
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 98 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), R eq 1
AVERAGE PERMEABILITY = 1.2E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 1.2E-09 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
7/31/19 13 46 45 46.75 0.000 10.0 25.2 24.0 NA
7/31/19 13 47 0 47.00 0.250 9.9 24.9 24.0 1.8E-07
7/31/19 13 47 20 47.33 0.583 9.8 24.6 24.0 1.4E-07
7/31/19 13 47 42 47.70 0.950 9.7 24.4 24.0 1.3E-07
7/31/19 13 48 6 48.10 1.350 9.6 24.1 24.0 1.2E-07
7/31/19 13 48 30 48.50 1.750 9.5 23.8 24.0 1.2E-07
7/31/19 13 48 53 48.88 2.133 9.4 23.5 24.0 1.3E-07
7/31/19 13 49 17 49.28 2.533 9.3 23.2 24.0 1.2E-07
7/31/19 13 49 41 49.68 2.933 9.2 23.0 24.0 1.2E-07
7/31/19 13 50 5 50.08 3.333 9.1 22.7 24.0 1.3E-07
7/31/19 13 50 30 50.50 3.750 9.0 22.4 24.0 1.2E-07
Tested By: MY Date: 7/31/19 Checked By: GEM Date: 8/1/19
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TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST6-A14
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2019-195-003 Sample No. ST6-A14-L3
Lab ID No. R-2019-195-003-002
Visual Description: Brown Sandy Silt
AVERAGE PERMEABILITY = 2.7E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.7E-09 m/sec @ 20
oC
Tested By: MY Date: 8/21/19 Checked By: GEM Date: 8/26/19
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. ST6-A14
Client Project Cobles C&D Landfill Depth (ft.) Lift 3
Project No. R-2019-195-003 Sample No. ST6-A14-L3
Lab ID No. R-2019-195-003-002
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Brown Sandy Silt
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-11 TB-04
Wt. of Tare & WS (gm.)495.13 589.51
Wt. of Tare & DS (gm.)449.33 522.5
Wt. of Tare (gm.)134.60 135.08
Wt. of Water (gm.)45.80 67.01
Wt. of DS (gm.)314.73 387.42
Moisture Content (%)14.6 17.3
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)438.31 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)438.31 448.81
Length 1 (in.)2.060 2.071
Length 2 (in.)2.068 2.038
Length 3 (in.)2.070 2.048
Top Diameter (in.)2.840 2.810
Middle Diameter (in.)2.838 2.830
Bottom Diameter (in.)2.848 2.825
Average Length (in.)2.07 2.05
Average Area (in.2 )6.34 6.25
Sample Volume (cm3 )214.77 210.31
Unit Wet Wt. (gm./ cm 3 )2.041 2.134
Unit Wet Wt. (pcf )127.4 133.2
Unit Dry Wt. (pcf )111.2 113.6
Unit Dry Wt. (gm./ cm 3 )1.782 1.819
Void Ratio, e 0.515 0.484
Porosity, n 0.340 0.326
Pore Volume (cm3 )73.1 68.6
Total Wt. Of Sample After Test 455.77
Tested By: MY Date: 8/21/19 Checked By: GEM Date: 8/26/19
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST6-A14
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2019-195-003 Sample No. ST6-A14-L3
Lab ID No.R-2019-195-003-002
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 5.21
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.34
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 95 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), R eq 1
AVERAGE PERMEABILITY = 2.7E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.7E-09 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
8/23/19 11 36 21 36.35 0.000 7.0 15.0 23.3 NA
8/23/19 11 36 38 36.63 0.283 6.9 14.8 23.3 2.8E-07
8/23/19 11 36 55 36.92 0.567 6.8 14.5 23.3 2.9E-07
8/23/19 11 37 13 37.22 0.867 6.7 14.3 23.3 2.8E-07
8/23/19 11 37 31 37.52 1.167 6.6 14.0 23.3 2.8E-07
8/23/19 11 37 50 37.83 1.483 6.5 13.8 23.3 2.7E-07
8/23/19 11 38 9 38.15 1.800 6.4 13.5 23.3 2.8E-07
8/23/19 11 38 28 38.47 2.117 6.3 13.3 23.3 2.8E-07
8/23/19 11 38 48 38.80 2.450 6.2 13.0 23.3 2.7E-07
8/23/19 11 39 10 39.17 2.817 6.1 12.8 23.3 2.5E-07
8/23/19 11 39 32 39.53 3.183 6.0 12.5 23.3 2.6E-07
Tested By: MY Date: 8/21/19 Checked By: GEM Date: 8/26/19
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TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client Joyce Engineering, Inc.Boring No.3A Closer A15
Client Project Cobles C&D Landfill Depth (ft.)Lift 1
Project No. R-2019-195-001 Sample No. A15-L1
Lab ID No. R-2019-195-001-002
Visual Description: Brown Sandy Clay
AVERAGE PERMEABILITY = 1.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 1.0E-08 m/sec @ 20
oC
Tested By: MY Date: 7/2/19 Checked By: GEM Date: 7/9/19
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eZ:\2019 PROJECTS\JOYCE ENG\2019-195 JOYCE - COBLES C&D LF\[2019-195-001-002 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client Joyce Engineering, Inc.Boring No. 3A Closer A15
Client Project Cobles C&D Landfill Depth (ft.) Lift 1
Project No. R-2019-195-001 Sample No. A15-L1
Lab ID No. R-2019-195-001-002
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Brown Sandy Clay
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number SS-5 854
Wt. of Tare & WS (gm.)264.20 430.69
Wt. of Tare & DS (gm.)243.27 386.15
Wt. of Tare (gm.)99.76 134.71
Wt. of Water (gm.)20.93 44.54
Wt. of DS (gm.)143.51 251.44
Moisture Content (%)14.6 17.7
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)642.28 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)642.28 659.82
Length 1 (in.)3.070 3.031
Length 2 (in.)3.090 3.022
Length 3 (in.)3.081 3.064
Top Diameter (in.)2.842 2.815
Middle Diameter (in.)2.826 2.808
Bottom Diameter (in.)2.828 2.812
Average Length (in.)3.08 3.04
Average Area (in.2 )6.30 6.21
Sample Volume (cm3 )317.96 309.21
Unit Wet Wt. (gm./ cm 3 )2.020 2.134
Unit Wet Wt. (pcf )126.1 133.2
Unit Dry Wt. (pcf )110.0 113.2
Unit Dry Wt. (gm./ cm 3 )1.763 1.813
Void Ratio, e 0.532 0.489
Porosity, n 0.347 0.329
Pore Volume (cm3 )110.4 101.6
Total Wt. Of Sample After Test 665.68
Tested By: MY Date: 7/2/19 Checked By: GEM Date: 7/9/19
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FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client Joyce Engineering, Inc. Boring No.3A Closer A15
Client Project Cobles C&D Landfill Depth (ft.)Lift 1
Project No. R-2019-195-001 Sample No. A15-L1
Lab ID No.R-2019-195-001-002
Test Pressures Final Sample Dimensions
Cell Pressure(psi)45.0 Sample Length (cm), L 7.72
Back Pressure(psi)40.0 Sample Area (cm2 ), A 40.06
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 100 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), R eq 1
AVERAGE PERMEABILITY = 1.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 1.0E-08 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
7/8/19 13 16 36 16.60 0.000 12.0 18.6 25.7 NA
7/8/19 13 16 51 16.85 0.250 11.5 17.8 25.7 1.3E-06
7/8/19 13 17 8 17.13 0.533 11.0 16.9 25.7 1.2E-06
7/8/19 13 17 27 17.45 0.850 10.5 16.1 25.7 1.1E-06
7/8/19 13 17 49 17.82 1.217 10.0 15.2 25.7 1.0E-06
7/8/19 13 18 12 18.20 1.600 9.5 14.4 25.7 1.0E-06
7/8/19 13 18 36 18.60 2.000 9.0 13.5 25.7 1.0E-06
7/8/19 13 19 2 19.03 2.433 8.5 12.7 25.7 1.0E-06
7/8/19 13 19 30 19.50 2.900 8.0 11.8 25.7 1.0E-06
7/8/19 13 20 0 20.00 3.400 7.5 11.0 25.7 1.0E-06
7/8/19 13 20 32 20.53 3.933 7.0 10.2 25.7 1.0E-06
Tested By: MY Date: 7/2/19 Checked By: GEM Date: 7/9/19
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TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST4-A15
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2019-195-002 Sample No. ST4-A15-L2
Lab ID No. R-2019-195-002-002
Visual Description: Brown Sandy Silt with Clay
AVERAGE PERMEABILITY = 5.1E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 5.1E-09 m/sec @ 20
oC
Tested By: MY Date: 7/31/19 Checked By: GEM Date: 8/1/19
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eZ:\2019 PROJECTS\JOYCE ENG\2019-195 JOYCE - COBLES C&D LF\[2019-195-002-002 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. ST4-A15
Client Project Cobles C&D Landfill Depth (ft.) Lift 2
Project No. R-2019-195-002 Sample No. ST4-A15-L2
Lab ID No. R-2019-195-002-002
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Brown Sandy Silt with Clay
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-08 TB-01
Wt. of Tare & WS (gm.)406.49 639.66
Wt. of Tare & DS (gm.)381.47 563.67
Wt. of Tare (gm.)135.34 135.59
Wt. of Water (gm.)25.02 75.99
Wt. of DS (gm.)246.13 428.08
Moisture Content (%)10.2 17.8
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)483.31 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)483.31 516.59
Length 1 (in.)2.362 2.363
Length 2 (in.)2.347 2.332
Length 3 (in.)2.331 2.325
Top Diameter (in.)2.842 2.878
Middle Diameter (in.)2.842 2.839
Bottom Diameter (in.)2.830 2.846
Average Length (in.)2.35 2.34
Average Area (in.2 )6.33 6.40
Sample Volume (cm3 )243.26 245.37
Unit Wet Wt. (gm./ cm 3 )1.987 2.105
Unit Wet Wt. (pcf )124.0 131.4
Unit Dry Wt. (pcf )112.6 111.6
Unit Dry Wt. (gm./ cm 3 )1.803 1.788
Void Ratio, e 0.497 0.510
Porosity, n 0.332 0.338
Pore Volume (cm3 )80.8 82.9
Total Wt. Of Sample After Test 504.34
Tested By: MY Date: 7/31/19 Checked By: GEM Date: 8/1/19
Page 2 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eZ:\2019 PROJECTS\JOYCE ENG\2019-195 JOYCE - COBLES C&D LF\[2019-195-002-002 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST4-A15
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2019-195-002 Sample No. ST4-A15-L2
Lab ID No.R-2019-195-002-002
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 5.94
Back Pressure(psi)50.0 Sample Area (cm2 ), A 41.28
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 98 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), R eq 1
AVERAGE PERMEABILITY = 5.1E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 5.1E-09 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
7/31/19 14 5 0 5.00 0.000 10.0 19.8 24.0 NA
7/31/19 14 5 11 5.18 0.183 9.8 19.3 24.0 6.4E-07
7/31/19 14 5 22 5.37 0.367 9.6 18.9 24.0 6.6E-07
7/31/19 14 5 33 5.55 0.550 9.4 18.5 24.0 6.7E-07
7/31/19 14 5 46 5.77 0.767 9.2 18.0 24.0 5.8E-07
7/31/19 14 6 0 6.00 1.000 9.0 17.6 24.0 5.6E-07
7/31/19 14 6 16 6.27 1.267 8.8 17.1 24.0 5.0E-07
7/31/19 14 6 32 6.53 1.533 8.6 16.7 24.0 5.1E-07
7/31/19 14 6 49 6.82 1.817 8.4 16.3 24.0 4.9E-07
7/31/19 14 7 6 7.10 2.100 8.2 15.8 24.0 5.1E-07
7/31/19 14 7 23 7.38 2.383 8.0 15.4 24.0 5.2E-07
Tested By: MY Date: 7/31/19 Checked By: GEM Date: 8/1/19
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TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST5-A15
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2019-195-003 Sample No. ST5-A15-L3
Lab ID No. R-2019-195-003-001
Visual Description: Brown Sandy Clay
AVERAGE PERMEABILITY = 1.6E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 1.6E-09 m/sec @ 20
oC
Tested By: MY Date: 8/21/19 Checked By: GEM Date: 8/26/19
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eZ:\2019 PROJECTS\JOYCE ENG\2019-195 JOYCE - COBLES C&D LF\[2019-195-003-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 1.0 2.0 3.0 4.0 5.0 6.0PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. ST5-A15
Client Project Cobles C&D Landfill Depth (ft.) Lift 3
Project No. R-2019-195-003 Sample No. ST5-A15-L3
Lab ID No. R-2019-195-003-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Brown Sandy Clay
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number SS-9 TB-06
Wt. of Tare & WS (gm.)626.87 554.26
Wt. of Tare & DS (gm.)564.48 496.23
Wt. of Tare (gm.)101.58 134.81
Wt. of Water (gm.)62.39 58.03
Wt. of DS (gm.)462.90 361.42
Moisture Content (%)13.5 16.1
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)920.00 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)920.00 940.90
Length 1 (in.)4.063 4.057
Length 2 (in.)4.067 4.033
Length 3 (in.)4.066 4.038
Top Diameter (in.)2.835 2.836
Middle Diameter (in.)2.860 2.845
Bottom Diameter (in.)2.831 2.852
Average Length (in.)4.07 4.04
Average Area (in.2 )6.34 6.35
Sample Volume (cm3 )422.61 420.94
Unit Wet Wt. (gm./ cm 3 )2.177 2.235
Unit Wet Wt. (pcf )135.9 139.5
Unit Dry Wt. (pcf )119.8 120.2
Unit Dry Wt. (gm./ cm 3 )1.918 1.926
Void Ratio, e 0.407 0.402
Porosity, n 0.289 0.287
Pore Volume (cm3 )122.3 120.7
Total Wt. Of Sample After Test 926.78
Tested By: MY Date: 8/21/19 Checked By: GEM Date: 8/26/19
Page 2 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eZ:\2019 PROJECTS\JOYCE ENG\2019-195 JOYCE - COBLES C&D LF\[2019-195-003-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.ST5-A15
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2019-195-003 Sample No. ST5-A15-L3
Lab ID No.R-2019-195-003-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 10.27
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.99
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 100 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), R eq 1
AVERAGE PERMEABILITY = 1.6E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 1.6E-09 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
8/23/19 12 55 45 55.75 0.000 11.0 12.7 23.3 NA
8/23/19 12 56 15 56.25 0.500 10.9 12.6 23.3 1.9E-07
8/23/19 12 56 46 56.77 1.017 10.8 12.5 23.3 1.8E-07
8/23/19 12 57 16 57.27 1.517 10.7 12.3 23.3 1.9E-07
8/23/19 12 57 49 57.82 2.067 10.6 12.2 23.3 1.7E-07
8/23/19 12 58 22 58.37 2.617 10.5 12.1 23.3 1.8E-07
8/23/19 12 58 56 58.93 3.183 10.4 12.0 23.3 1.7E-07
8/23/19 12 59 31 59.52 3.767 10.3 11.8 23.3 1.7E-07
8/23/19 13 0 8 0.13 4.383 10.2 11.7 23.3 1.6E-07
8/23/19 13 0 46 0.77 5.017 10.1 11.6 23.3 1.6E-07
8/23/19 13 1 24 1.40 5.650 10.0 11.4 23.3 1.6E-07
Tested By: MY Date: 8/21/19 Checked By: GEM Date: 8/26/19
Page 3 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eZ:\2019 PROJECTS\JOYCE ENG\2019-195 JOYCE - COBLES C&D LF\[2019-195-003-001 Permometer.xls]Sheet1
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
TIME
FLEXIBLE WALL PERMEABILITY TEST
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-16a
Client: LaBella Associates Boring No.: Acre 16
Client Project: Cobles C&D Landfill Depth (ft): Lift 1
Project No.: R-2019-195-004 Sample No.: ST7-A16-L1
Lab ID No.: R-2019-195-004-001 Avg. Conf. Pressure (psi): 5
AVERAGE PERMEABILITY = 2.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.0E-08 m/sec @ 20
oC
Tested By: MY Date: 10/28/19 Checked By: GEM Date: 10/30/19
Page 1 of 3 DCN: CT-22 DATE: 1/1/17 REVISION: 11
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
2.0
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40TOTAL FLOW (cm3)ELAPSED TIME (hrs)
TOTAL FLOW vs. ELAPSED TIME
INFLOW OUTFLOW
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
1.0E-04
0.000 0.002 0.004 0.006 0.008 0.010 0.012 0.014 0.016PERMEABILITY (cm/sec)PORE VOLUMES EXCHANGED
PORE VOLUMES EXCHANGED vs. PERMEABILITY
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-16a
Client: LaBella Associates Boring No.: Acre 16
Client Project: Cobles C&D Landfill Depth (ft): Lift 1
Project No.: R-2019-195-004 Sample No.: ST7-A16-L1
Lab ID No.: R-2019-195-004-001 Avg. Conf. Pressure (psi): 5
Specific Gravity: 2.70 Assumed
Sample Condition: Undisturbed
Visual Description: Tan Clayey Sand
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-12 SS-2
Weight of Tare & Wet Sample (g)576.82 573.27
Weight of Tare & Dry Sample (g)540.77 510.96
Weight of Tare (g)135.32 100.46
Weight of Water (g)36.05 62.31
Weight of Dry Sample (g)405.45 410.50
Moisture Content (%)8.9 15.2
SPECIMEN:BEFORE TEST AFTER TEST
Weight of Tube & Wet Sample (g)834.12 NA
Weight of Tube (g)0.00 NA
Weight of Wet Sample (g)834.12 882.28
Length 1 (in)4.062 4.040
Length 2 (in)4.034 3.879
Length 3 (in)4.090 3.901
Top Diameter (in)2.858 2.859
Middle Diameter (in)2.838 2.853
Bottom Diameter (in)2.809 2.853
Average Length (in)4.06 3.94
Average Area (in2)6.31 6.40
Sample Volume (cm3)420.18 413.33
Unit Wet Weight (g/cm3)1.99 2.13
Unit Wet Weight (pcf)123.9 133.2
Unit Dry Weight (pcf)113.8 115.7
Unit Dry Weight (g/cm3)1.82 1.85
Void Ratio, e 0.48 0.46
Porosity, n 0.32 0.31
Pore Volume (cm3)136.5 129.6
Total Weight of Sample After Test (g) 883.20
Tested By: MY Date: 10/28/19 Checked By: GEM Date: 10/30/19
Page 2 of 3 DCN: CT-22 DATE: 1/1/17 REVISION: 11 permflow.xls
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-16a
Client: LaBella Associates Boring No.: Acre 16
Client Project: Cobles C&D Landfill Depth (ft): Lift 1
Project No.: R-2019-195-004 Sample No.: ST7-A16-L1
Lab ID No.: R-2019-195-004-001 Avg. Conf. Pressure (psi): 5
Pressure Heads (Constant)Final Sample Dimensions
Top Cap (psi)59.0 Sample Length (cm), L 10.01
Bottom Cap (psi)61.0 Sample Diameter (cm)7.25
Cell (psi)65.0 Sample Area (cm2), A 41.30
Total Pressure Head (cm) 140.6 Inflow Burette Area (cm2), a-in 0.859
Hydraulic Gradient 14.05 Outflow Burette Area (cm2), a-out 0.967
B Parameter (%) 98
AVERAGE PERMEABILITY = 2.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.0E-08 m/sec @ 20
oC
DATE TIME ELAPSED TOTAL TOTAL TOTAL FLOW TEMP. INCREMENTAL
TIME INFLOW OUTFLOW HEAD PERMEABILITY
t h (0 flow) @ 20oC
(mm/dd/yy) (hr) (min) (hr)
(cm3) (cm
3)(cm) (1 stop)
(oC)(cm/sec)
10/29/19 12 57 0.000 0.0 0.0 163.9 0 22.3 NA
10/29/19 13 0 0.050 0.3 0.3 163.3 0 22.3 1.9E-06
10/29/19 13 3 0.100 0.5 0.5 162.8 0 22.3 2.0E-06
10/29/19 13 6 0.150 0.8 0.7 162.3 0 22.3 1.8E-06
10/29/19 13 9 0.200 1.0 0.9 161.8 0 22.3 2.0E-06
10/29/19 13 12 0.250 1.3 1.2 161.2 0 22.3 2.0E-06
10/29/19 13 15 0.300 1.5 1.5 160.7 0 22.3 2.0E-06
10/29/19 13 18 0.350 1.8 1.7 160.1 1 22.3 2.0E-06
Tested By: MY Date: 10/28/19 Checked By: GEM Date: 10/30/19
Page 3 of 3 DCN: CT-22 DATE: 1/1/17 REVISION: 11
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 16
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2019-195-005 Sample No. ST8-A16-L2
Lab ID No. R-2019-195-005-001
Visual Description: Brown Sandy Silt
AVERAGE PERMEABILITY = 2.5E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.5E-08 m/sec @ 20
oC
Tested By: MY Date: 11/11/19 Checked By: GEM Date: 11/12/19
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eOJECTS\LABELLA ASSOCIATES\2019-195 LABELLA - COBLES C&D LF\[2019-195-005-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. Acre 16
Client Project Cobles C&D Landfill Depth (ft.) Lift 2
Project No. R-2019-195-005 Sample No. ST8-A16-L2
Lab ID No. R-2019-195-005-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Brown Sandy Silt
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-06 TB-01
Wt. of Tare & WS (gm.)546.66 490.06
Wt. of Tare & DS (gm.)496.37 439.59
Wt. of Tare (gm.)134.90 135.72
Wt. of Water (gm.)50.29 50.47
Wt. of DS (gm.)361.47 303.87
Moisture Content (%)13.9 16.6
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)793.10 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)793.10 811.87
Length 1 (in.)3.675 3.574
Length 2 (in.)3.684 3.639
Length 3 (in.)3.661 3.565
Top Diameter (in.)2.850 2.822
Middle Diameter (in.)2.827 2.820
Bottom Diameter (in.)2.830 2.821
Average Length (in.)3.67 3.59
Average Area (in.2 )6.32 6.25
Sample Volume (cm3 )380.16 367.97
Unit Wet Wt. (gm./ cm 3 )2.086 2.206
Unit Wet Wt. (pcf ) 130.2 137.7
Unit Dry Wt. (pcf ) 114.3 118.1
Unit Dry Wt. (gm./ cm 3 )1.831 1.892
Void Ratio, e 0.474 0.427
Porosity, n 0.322 0.299
Pore Volume (cm3 )122.3 110.1
Total Wt. Of Sample After Test 810.34
Tested By: MY Date: 11/11/19 Checked By: GEM Date: 11/12/19
Page 2 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eCTS\LABELLA ASSOCIATES\2019-195 LABELLA - COBLES C&D LF\[2019-195-005-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 16
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2019-195-005 Sample No. ST8-A16-L2
Lab ID No.R-2019-195-005-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 9.13
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.32
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 98 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 2.5E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.5E-08 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP.INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/11/19 11 2 4 2.07 0.000 12.0 15.7 20.4 NA
11/11/19 11 2 12 2.20 0.133 11.5 15.0 20.4 3.1E-06
11/11/19 11 2 22 2.37 0.300 11.0 14.3 20.4 2.6E-06
11/11/19 11 2 31 2.52 0.450 10.5 13.6 20.4 3.1E-06
11/11/19 11 2 42 2.70 0.633 10.0 12.9 20.4 2.6E-06
11/11/19 11 2 54 2.90 0.833 9.5 12.2 20.4 2.6E-06
11/11/19 11 3 7 3.12 1.050 9.0 11.4 20.4 2.5E-06
11/11/19 11 3 21 3.35 1.283 8.5 10.7 20.4 2.5E-06
11/11/19 11 3 36 3.60 1.533 8.0 10.0 20.4 2.5E-06
11/11/19 11 3 52 3.87 1.800 7.5 9.3 20.4 2.5E-06
11/11/19 11 4 10 4.17 2.100 7.0 8.6 20.4 2.4E-06
Tested By: MY Date: 11/11/19 Checked By: GEM Date: 11/12/19
Page 3 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eCTS\LABELLA ASSOCIATES\2019-195 LABELLA - COBLES C&D LF\[2019-195-005-001 Permometer.xls]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TESTPERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 16
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2019-195-006 Sample No. ST9-A16-L3
Lab ID No. R-2019-195-006-001
Visual Description: Tan Silty Sand
AVERAGE PERMEABILITY = 7.4E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 7.4E-09 m/sec @ 20
oC
Tested By: MY Date: 11/12/19 Checked By: GEM Date: 11/14/19
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eOJECTS\LABELLA ASSOCIATES\2019-195 LABELLA - COBLES C&D LF\[2019-195-006-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. Acre 16
Client Project Cobles C&D Landfill Depth (ft.) Lift 3
Project No. R-2019-195-006 Sample No. ST9-A16-L3
Lab ID No. R-2019-195-006-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Tan Silty Sand
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-06 908
Wt. of Tare & WS (gm.)635.54 456.88
Wt. of Tare & DS (gm.)591.52 406.05
Wt. of Tare (gm.)134.88 102.14
Wt. of Water (gm.)44.02 50.83
Wt. of DS (gm.)456.64 303.91
Moisture Content (%)9.6 16.7
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)854.43 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)854.43 909.65
Length 1 (in.)4.269 4.161
Length 2 (in.)4.256 4.154
Length 3 (in.)4.282 4.158
Top Diameter (in.)2.833 2.815
Middle Diameter (in.)2.838 2.806
Bottom Diameter (in.)2.842 2.811
Average Length (in.)4.27 4.16
Average Area (in.2 )6.32 6.20
Sample Volume (cm3 )442.43 422.73
Unit Wet Wt. (gm./ cm 3 )1.931 2.152
Unit Wet Wt. (pcf ) 120.6 134.3
Unit Dry Wt. (pcf ) 110.0 115.1
Unit Dry Wt. (gm./ cm 3 )1.761 1.844
Void Ratio, e 0.533 0.465
Porosity, n 0.348 0.317
Pore Volume (cm3 )153.8 134.1
Total Wt. Of Sample After Test 901.31
Tested By: MY Date: 11/12/19 Checked By: GEM Date: 11/14/19
Page 2 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eCTS\LABELLA ASSOCIATES\2019-195 LABELLA - COBLES C&D LF\[2019-195-006-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 16
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2019-195-006 Sample No. ST9-A16-L3
Lab ID No.R-2019-195-006-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 10.56
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.03
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 96 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 7.4E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 7.4E-09 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP.INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/13/19 13 15 12 15.20 0.000 8.0 8.7 21.6 NA
11/13/19 13 15 23 15.38 0.183 7.9 8.5 21.6 8.0E-07
11/13/19 13 15 35 15.58 0.383 7.8 8.4 21.6 7.4E-07
11/13/19 13 15 47 15.78 0.583 7.7 8.3 21.6 7.5E-07
11/13/19 13 16 0 16.00 0.800 7.6 8.2 21.6 7.1E-07
11/13/19 13 16 12 16.20 1.000 7.5 8.0 21.6 7.8E-07
11/13/19 13 16 25 16.42 1.217 7.4 7.9 21.6 7.3E-07
11/13/19 13 16 38 16.63 1.433 7.3 7.8 21.6 7.4E-07
11/13/19 13 16 51 16.85 1.650 7.2 7.7 21.6 7.5E-07
11/13/19 13 17 4 17.07 1.867 7.1 7.5 21.6 7.6E-07
11/13/19 13 17 18 17.30 2.100 7.0 7.4 21.6 7.2E-07
Tested By: MY Date: 11/12/19 Checked By: GEM Date: 11/14/19
Page 3 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eCTS\LABELLA ASSOCIATES\2019-195 LABELLA - COBLES C&D LF\[2019-195-006-001 Permometer.xls]Sheet1
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
TIME
FLEXIBLE WALL PERMEABILITY TEST
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1
February 3, 2020
Project No. R-2020-019-001
Mr. Hannu Kemppinen LaBella Associates 2211 W. Meadowview Rd., Suite 101 Greensboro, NC 27407 hkemppin@labellapc.com
Transmittal Laboratory Test Results Cobles C&D Landfill
Please find attached the laboratory test results for the above referenced project. The tests were outlined on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was performed in general accordance with the methods listed on the enclosed data sheets. The test results are believed to be representative of the samples that were submitted for testing and are indicative only of the specimens which were evaluated. We have no direct knowledge of the origin of the samples and imply no position with regard to the nature of the test results, i.e. pass/fail and no claims as to the suitability of the material for its intended use.
The test data and all associated project information provided shall be held in strict confidence and disclosed to other parties only with authorization by our Client. The test data submitted herein is considered integral with this report and is not to be reproduced except in whole and only with the authorization of the Client and Geotechnics. The remaining sample materials for this project will be retained for a minimum of 90 days as directed by the Geotechnics’ Quality Program.
We are pleased to provide these testing services. Should you have any questions or if we may be of further assistance, please contact our office.
Respectively submitted,
Geotechnics, Inc.
Michael P. Smith Regional Manager
We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
MOISTURE CONTENT
ASTM D 2216-10
Client:LaBella Associates
Client Reference: Cobles C&D Landfill
Project No.: R-2020-019-001
Lab ID:001
Boring No.:Acre 17 Off-Site Material
Depth (ft):NASample No.:CL-1
Tare Number 202
Wt. of Tare & Wet Sample (g) 1207.86Wt. of Tare & Dry Sample (g) 990.96
Weight of Tare (g)196.98
Weight of Water (g)216.90
Weight of Dry Sample (g)793.98
Water Content (%)27.3
Notes :
Tested By EL Date 1/30/20 Checked By GEM Date 1/30/20
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4
S:\Excel\Excel Qa\Spreadsheets\
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SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client: LaBella Associates Boring No.: Acre 17 Off-Site Material
Client Reference: Cobles C&D Landfill Depth (ft): NA
Project No.: R-2020-019-001 Sample No.: CL-1
Lab ID: R-2020-019-001-001 Soil Color: Red Orange
SIEVE ANALYSIS HYDROMETER
USCS cobbles gravel sand silt and clay fraction
USDA cobbles gravel sand silt clay
USCS Summary
Sieve Sizes (mm)Percentage
Greater Than #4 Gravel 2.50
#4 To #200 Sand 27.26
Finer Than #200 Silt & Clay 70.24
USCS Symbol:
MH, TESTED
USCS Classification:
ELASTIC SILT WITH SAND
page 1 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
12" 6" 3" 3/4" 3/8" #4 #10 #20 #40 #100 #200
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Percent Finer By WeightParticle Diameter (mm)
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WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client:LaBella Associates Boring No.: Acre 17 Off-Site Material
Client Reference: Cobles C&D Landfill Depth (ft): NA
Project No.: R-2020-019-001 Sample No.: CL-1
Lab ID:R-2020-019-001-001 Soil Color: Red Orange
Moisture Content of Passing 3/4" Material Moisture Content of Retained 3/4" Material
Tare No.:202 Tare No.:NA
Wt. of Tare & Wet Sample (g): 1207.86 Weight of Tare & Wet Sample (g):NA
Wt. of Tare & Dry Sample (g): 990.96 Weight of Tare & Dry Sample (g):NA
Weight of Tare (g):196.98 Weight of Tare (g):NA
Weight of Water (g):216.90 Weight of Water (g):NA
Weight of Dry Soil (g):793.98 Weight of Dry Soil (g):NA
Moisture Content (%):27.3 Moisture Content (%):0.0
Wet Weight of -3/4" Sample (g): 1010.88 Weight of the Dry Sample (g):793.98
Dry Weight of - 3/4" Sample (g): 794.0 Weight of Minus #200 Material (g):557.70
Wet Weight of +3/4" Sample (g): 0.00 Weight of Plus #200 Material (g):236.28
Dry Weight of + 3/4" Sample (g): 0.00
Total Dry Weight of Sample (g): 794.0
Sieve Sieve Weight of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
Retained Finer
(mm)(g)(%) (%)(%)(%)
12" 300 0.00 0.00 0.00 100.00 100.00
6" 150 0.00 0.00 0.00 100.00 100.00
3" 75 0.00 0.00 0.00 100.00 100.00
2" 50 0.00 ( * ) 0.00 0.00 100.00 100.00
1 1/2" 37.5 0.00 0.00 0.00 100.00 100.00
1" 25.0 0.00 0.00 0.00 100.00 100.00
3/4" 19.0 0.00 0.00 0.00 100.00 100.00
1/2" 12.5 3.68 0.46 0.46 99.54 99.54
3/8" 9.50 3.70 0.47 0.93 99.07 99.07
#4 4.75 12.49 1.57 2.50 97.50 97.50
#10 2.00 17.11 2.15 4.66 95.34 95.34
#20 0.85 45.92 ( ** ) 5.78 10.44 89.56 89.56
#40 0.425 39.31 4.95 15.39 84.61 84.61
#60 0.250 29.25 3.68 19.08 80.92 80.92
#140 0.106 58.10 7.32 26.39 73.61 73.61
#200 0.075 26.72 3.37 29.76 70.24 70.24
Pan -557.70 70.24 100.00 --
Notes :( * ) The + 3/4" sieve analysis is based on the Total Dry Weight of the Sample
( ** ) The - 3/4" sieve analysis is based on the Weight of the Dry Sample
Tested By EL Date 1/30/20 Checked By GEM Date 1/30/20
page 2 of 2 DCN: CT-S3B, DATE: 7/17/17, REVISION: 9e S:Excel\Excel QA\Spreadsheets\SieveHydJ.xls
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ATTERBERG LIMITS
ASTM D 4318-17
Client:LaBella Associates Boring No.:Acre 17 Off-Site Material
Client Reference: Cobles C&D Landfill Depth (ft): NA
Project No.: R-2020-019-001 Sample No.: CL-1
Lab ID:R-2020-019-001-001 Soil Description: RED ORANGE ELASTIC SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 (Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
123M
Tare Number:5M Y3 A-O U
Wt. of Tare & Wet Sample (g): 25.89 27.46 26.82 L
Wt. of Tare & Dry Sample (g):22.39 23.14 22.47 T
Weight of Tare (g):15.59 15.56 15.40 I
Weight of Water (g):3.5 4.3 4.4 P
Weight of Dry Sample (g):6.8 7.6 7.1 OWas As Received MC Preserved:I
Moisture Content (%):51.5 57.0 61.5 N
Number of Blows:33 25 17 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:17 Q Liquid Limit (%): 56
Wt. of Tare & Wet Sample (g): 21.70 21.76
Wt. of Tare & Dry Sample (g): 19.91 19.87 Plastic Limit (%): 40
Weight of Tare (g): 15.44 15.13
Weight of Water (g): 1.8 1.9 Plasticity Index (%): 16
Weight of Dry Sample (g): 4.5 4.7
USCS Symbol: MH
Moisture Content (%): 40.0 39.9 0.2
Note: The acceptable range of the two Moisture Contents is ± 0.84
Flow Curve Plasticity Chart
Tested By BW Date 1/28/20 Checked By GEM Date 1/30/20
page 1 of 1 DCN: CTS4B, REV. 8, 5/22/18 S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
102.31
208.39
247.18
Liquid Limit TestAs Received Moisture Content
Yes
914
ASTM D2216-10
36.6
106.1
38.8
20
25
30
35
40
45
50
55
60
65
110100Water Content (%)Number of Blows
0
10
20
30
40
50
60
0 20406080100Plasticity Index (%)Liquid Limit (%)
CL CH
MH
CL-ML
ML
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MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:LaBella Associates Boring No.:Acre 17 Off-Site Material
Client Reference: Cobles C&D Landfill Depth (ft): NA
Project No.:2020-019-001 Sample No.: CL-1
Lab ID:2020-019-001-001 Test Method STANDARD
Visual Description: Red/Orange Elastic Silt with Sand
Optimum Water Content (%):25.3
Maximum Dry Density (pcf):95.6
Tested By SS Date 1/21/20 Checked By EL Date 1/22/20
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15
85
90
95
100
15 20 25 30 35Density (pcf)Water Content (%)
Specific Gravity 2.70
Assumed
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MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:LaBella Associates Boring No.:Acre 17 Off-Site Material
Client Reference: Cobles C&D Landfill Depth (ft): NA
Project No.:2020-019-001 Sample No.: CL-1
Lab ID:2020-019-001-001
Visual Description: Red/Orange Elastic Silt with Sand
Total Weight of the Sample (g): 18150 Test Type:STANDARD
As Received Water Content (%): NA Rammer Weight (lb):5.5
Assumed Specific Gravity:2.70 Rammer Drop (in):12
Rammer Type:MECHANICAL
Percent Retained on 3/4":1 Machine ID: R174
Percent Retained on 3/8": 2 Mold ID:R608
Percent Retained on #4: 0 Mold diameter:6"
Oversize Material:Not included Weight of the Mold (g):5729
Procedure Used:C Volume of the Mold (cm3):2130
Mold / Specimen
Point No.123 4 5
Weight of Mold & Wet Sample (g): 9674 9764 9832 9809 9742
Weight of Mold (g): 5729 5729 5729 5729 5729
Weight of Wet Sample (g): 3945 4035 4103 4080 4013
Mold Volume (cm3):2130 2130 2130 2130 2130
Moisture Content / Density
Tare Number:304 866 317 209 15
Weight of Tare & Wet Sample (g): 780.40 803.80 802.80 1049.30 1411.90
Weight of Tare & Dry Sample (g): 662.93 665.59 654.66 856.29 1159.59
Weight of Tare (g):110.30 86.90 83.90 171.40 314.20
Weight of Water (g):117.47 138.21 148.14 193.01 252.31
Weight of Dry Sample (g):552.63 578.69 570.76 684.89 845.39
Wet Density (g/cm3):1.85 1.89 1.93 1.92 1.88
Wet Density (pcf): 115.6 118.2 120.2 119.5 117.6
Moisture Content (%): 21.3 23.9 26.0 28.2 29.8
Dry Density (pcf): 95.3 95.4 95.4 93.2 90.5
Zero Air Voids
Moisture Content (%):25.0 30.0 35.0
Dry Unit Weight (pcf):100.6 93.1 86.6
Tested By SS Date 1/21/20 Checked By EL Date 1/22/20
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 15 S:Excell\Excel Qa\Spreadsheets\Proctor.xls
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Client LaBella Associates Boring No.Acre 17 Off-Site Mate
Client Project Cobles C&D Landfill Depth (ft.)NA
Project No. R-2020-019-001 Sample No. CL-1
Lab ID No. R-2020-019-001-001
Visual Description: Red Orange Silty Clay
AVERAGE PERMEABILITY = 2.5E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.5E-08 m/sec @ 20
oC
Tested By: MY Date: 1/31/20 Checked By: GEM Date: 2/3/20
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eTS\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-001\[2020-019-001-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. Acre 17 Off-Site Material
Client Project Cobles C&D Landfill Depth (ft.) NA
Project No. R-2020-019-001 Sample No. CL-1
Lab ID No. R-2020-019-001-001
Specific Gravity 2.70 Assumed
Sample Condition Remolded
Visual Description: Red Orange Silty Clay
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 854 TB-07
Wt. of Tare & WS (gm.)426.36 490.85
Wt. of Tare & DS (gm.)367.46 399.56
Wt. of Tare (gm.)134.64 134.56
Wt. of Water (gm.)58.90 91.29
Wt. of DS (gm.)232.82 265.00
Moisture Content (%)25.3 34.4
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)2404.98 NA
Wt. of Tube (gm.)1627.77 NA
Wt. of WS (calc.) (gm.)777.21 833.97
Length 1 (in.)4.005 4.103
Length 2 (in.)4.005 4.113
Length 3 (in.)4.005 4.108
Top Diameter (in.)2.867 2.874
Middle Diameter (in.)2.867 2.894
Bottom Diameter (in.)2.867 2.892
Average Length (in.)4.01 4.11
Average Area (in.2 )6.46 6.54
Sample Volume (cm3 )423.69 440.57
Unit Wet Wt. (gm./ cm 3 )1.834 1.893
Unit Wet Wt. (pcf ) 114.5 118.2
Unit Dry Wt. (pcf ) 91.4 87.9
Unit Dry Wt. (gm./ cm 3 )1.464 1.408
Void Ratio, e 0.844 0.918
Porosity, n 0.458 0.479
Pore Volume (cm3 )194.0 210.8
Total Wt. Of Sample After Test 831.06
Tested By: MY Date: 1/31/20 Checked By: GEM Date: 2/3/20
Page 2 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5e \001\[2020-019-001-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 17 Off-Site Material
Client Project Cobles C&D Landfill Depth (ft.)NA
Project No. R-2020-019-001 Sample No. CL-1
Lab ID No.R-2020-019-001-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 10.43
Back Pressure(psi)50.0 Sample Area (cm2 ), A 42.22
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 96 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 2.5E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.5E-08 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP.INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
1/31/20 10 17 12 17.20 0.000 12.0 13.8 21.5 NA
1/31/20 10 17 21 17.35 0.150 11.5 13.1 21.5 3.0E-06
1/31/20 10 17 31 17.52 0.317 11.0 12.5 21.5 2.8E-06
1/31/20 10 17 42 17.70 0.500 10.5 11.9 21.5 2.7E-06
1/31/20 10 17 54 17.90 0.700 10.0 11.3 21.5 2.6E-06
1/31/20 10 18 6 18.10 0.900 9.5 10.6 21.5 2.7E-06
1/31/20 10 18 20 18.33 1.133 9.0 10.0 21.5 2.5E-06
1/31/20 10 18 35 18.58 1.383 8.5 9.4 21.5 2.5E-06
1/31/20 10 18 51 18.85 1.650 8.0 8.8 21.5 2.5E-06
1/31/20 10 19 8 19.13 1.933 7.5 8.1 21.5 2.5E-06
1/31/20 10 19 27 19.45 2.250 7.0 7.5 21.5 2.4E-06
Tested By: MY Date: 1/31/20 Checked By: GEM Date: 2/3/20
Page 3 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5e\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-001\[2020-019-001-001 Permometer.xls]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TESTPERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-16a
Client: LaBella Associates Boring No.: Acre 17
Client Project: Cobles C&D Landfill Depth (ft): Lift1
Project No.: R-2020-019-002 Sample No.: ST-A17-L1
Lab ID No.: R-2020-019-002-001 Avg. Conf. Pressure (psi): 5
AVERAGE PERMEABILITY = 2.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.0E-08 m/sec @ 20
oC
Tested By: MY Date: 1/27/20 Checked By: GEM Date: 1/31/20
Page 1 of 3 DCN: CT-22 DATE: 1/1/17 REVISION: 11
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00TOTAL FLOW (cm3)ELAPSED TIME (hrs)
TOTAL FLOW vs. ELAPSED TIME
INFLOW OUTFLOW
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
1.0E-04
0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0.080PERMEABILITY (cm/sec)PORE VOLUMES EXCHANGED
PORE VOLUMES EXCHANGED vs. PERMEABILITY
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PERMEABILITY TEST
ASTM D 5084-16a
Client: LaBella Associates Boring No.: Acre 17
Client Project: Cobles C&D Landfill Depth (ft): Lift1
Project No.: R-2020-019-002 Sample No.: ST-A17-L1
Lab ID No.: R-2020-019-002-001 Avg. Conf. Pressure (psi): 5
Specific Gravity: 2.70 Assumed
Sample Condition: Undisturbed
Visual Description: Brown Orange Silt
Permeant Type: Deaired Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 854 TB-07
Weight of Tare & Wet Sample (g)339.01 347.92
Weight of Tare & Dry Sample (g)309.75 291.47
Weight of Tare (g)134.77 134.60
Weight of Water (g)29.26 56.45
Weight of Dry Sample (g)174.98 156.87
Moisture Content (%)16.7 36.0
SPECIMEN:BEFORE TEST AFTER TEST
Weight of Tube & Wet Sample (g)436.90 NA
Weight of Tube (g)0.00 NA
Weight of Wet Sample (g)436.90 509.00
Length 1 (in)2.368 2.337
Length 2 (in)2.349 2.289
Length 3 (in)2.361 2.329
Top Diameter (in)2.856 2.814
Middle Diameter (in)2.836 2.826
Bottom Diameter (in)2.816 2.819
Average Length (in)2.36 2.32
Average Area (in2)6.32 6.24
Sample Volume (cm3)244.23 237.23
Unit Wet Weight (g/cm3)1.79 2.15
Unit Wet Weight (pcf)111.7 133.9
Unit Dry Weight (pcf)95.7 98.5
Unit Dry Weight (g/cm3)1.53 1.58
Void Ratio, e 0.76 0.71
Porosity, n 0.43 0.42
Pore Volume (cm3)105.6 98.6
Total Weight of Sample After Test (g) 456.14
Tested By: MY Date: 1/27/20 Checked By: GEM Date: 1/31/20
Page 2 of 3 DCN: CT-22 DATE: 1/1/17 REVISION: 11 permflow.xls
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PERMEABILITY TEST
ASTM D 5084-16a
Client: LaBella Associates Boring No.: Acre 17
Client Project: Cobles C&D Landfill Depth (ft): Lift1
Project No.: R-2020-019-002 Sample No.: ST-A17-L1
Lab ID No.: R-2020-019-002-001 Avg. Conf. Pressure (psi): 5
Pressure Heads (Constant)Final Sample Dimensions
Top Cap (psi)49.0 Sample Length (cm), L 5.89
Bottom Cap (psi)51.0 Sample Diameter (cm)7.16
Cell (psi)55.0 Sample Area (cm2), A 40.29
Total Pressure Head (cm) 140.6 Inflow Burette Area (cm2), a-in 0.912
Hydraulic Gradient 23.88 Outflow Burette Area (cm2), a-out 0.912
B Parameter (%) 95
AVERAGE PERMEABILITY = 2.0E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.0E-08 m/sec @ 20
oC
DATE TIME ELAPSED TOTAL TOTAL TOTAL FLOW TEMP. INCREMENTAL
TIME INFLOW OUTFLOW HEAD PERMEABILITY
t h (0 flow) @ 20oC
(mm/dd/yy) (hr) (min) (hr)
(cm3) (cm
3)(cm) (1 stop)
(oC)(cm/sec)
1/30/20 8 32 0.000 0.0 0.0 159.2 0 21.2 NA
1/30/20 8 35 0.050 0.6 0.5 158.0 0 21.2 2.7E-06
1/30/20 8 39 0.117 1.1 1.1 156.8 0 21.2 2.0E-06
1/30/20 8 50 0.300 2.6 2.5 153.6 0 21.2 2.0E-06
1/30/20 9 2 0.500 4.2 4.0 150.2 0 21.2 2.0E-06
1/30/20 9 8 0.600 5.0 4.7 148.6 0 21.2 2.0E-06
1/30/20 9 20 0.800 6.4 6.3 145.4 0 21.2 2.0E-06
1/30/20 9 26 0.900 7.1 6.9 143.8 1 21.2 1.9E-06
Tested By: MY Date: 1/27/20 Checked By: GEM Date: 1/31/20
Page 3 of 3 DCN: CT-22 DATE: 1/1/17 REVISION: 11
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 17
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2020-019-003 Sample No. ST-A17-L2
Lab ID No. R-2020-019-003-001
Visual Description: Red Clay with Silt
AVERAGE PERMEABILITY = 2.1E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.1E-09 m/sec @ 20
oC
Tested By: MY Date: 3/13/20 Checked By: GEM Date: 3/17/20
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eTS\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-003\[2020-019-003-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. Acre 17
Client Project Cobles C&D Landfill Depth (ft.) Lift 2
Project No. R-2020-019-003 Sample No. ST-A17-L2
Lab ID No. R-2020-019-003-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Red Clay with Silt
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 853 707
Wt. of Tare & WS (gm.)344.84 517.93
Wt. of Tare & DS (gm.)297.68 416.42
Wt. of Tare (gm.)136.21 90.81
Wt. of Water (gm.)47.16 101.51
Wt. of DS (gm.)161.47 325.61
Moisture Content (%)29.2 31.2
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)741.24 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)741.24 752.53
Length 1 (in.)3.746 3.714
Length 2 (in.)3.740 3.728
Length 3 (in.)3.757 3.741
Top Diameter (in.)2.843 2.870
Middle Diameter (in.)2.838 2.870
Bottom Diameter (in.)2.846 2.855
Average Length (in.)3.75 3.73
Average Area (in.2 )6.35 6.45
Sample Volume (cm3 )389.67 393.80
Unit Wet Wt. (gm./ cm 3 )1.902 1.911
Unit Wet Wt. (pcf ) 118.7 119.3
Unit Dry Wt. (pcf ) 91.9 90.9
Unit Dry Wt. (gm./ cm 3 )1.472 1.457
Void Ratio, e 0.834 0.853
Porosity, n 0.455 0.460
Pore Volume (cm3 )177.2 181.3
Total Wt. Of Sample After Test 752.25
Tested By: MY Date: 3/13/20 Checked By: GEM Date: 3/17/20
Page 2 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5e\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-003\[2020-019-003-001 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 17
Client Project Cobles C&D Landfill Depth (ft.)Lift 2
Project No. R-2020-019-003 Sample No. ST-A17-L2
Lab ID No.R-2020-019-003-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 9.47
Back Pressure(psi)50.0 Sample Area (cm2 ), A 41.59
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 98 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 2.1E-07 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.1E-09 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP.INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
3/16/20 16 28 25 28.42 0.000 11.5 14.5 23.1 NA
3/16/20 16 28 44 28.73 0.317 11.4 14.3 23.1 2.6E-07
3/16/20 16 29 5 29.08 0.667 11.3 14.2 23.1 2.3E-07
3/16/20 16 29 27 29.45 1.033 11.2 14.1 23.1 2.3E-07
3/16/20 16 29 49 29.82 1.400 11.1 13.9 23.1 2.3E-07
3/16/20 16 30 12 30.20 1.783 11.0 13.8 23.1 2.2E-07
3/16/20 16 30 37 30.62 2.200 10.9 13.7 23.1 2.0E-07
3/16/20 16 31 0 31.00 2.583 10.8 13.5 23.1 2.2E-07
3/16/20 16 31 25 31.42 3.000 10.7 13.4 23.1 2.1E-07
3/16/20 16 31 51 31.85 3.433 10.6 13.2 23.1 2.0E-07
3/16/20 16 32 16 32.27 3.850 10.5 13.1 23.1 2.1E-07
Tested By: MY Date: 3/13/20 Checked By: GEM Date: 3/17/20
Page 3 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5e\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-003\[2020-019-003-001 Permometer.xls]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TESTPERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 17
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2020-019-003 Sample No. ST-A17-L3
Lab ID No. R-2020-019-003-002
Visual Description: Red Silt
AVERAGE PERMEABILITY = 2.5E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.5E-08 m/sec @ 20
oC
Tested By: MY Date: 3/13/20 Checked By: GEM Date: 3/18/20
Page 1 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5eTS\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-003\[2020-019-003-002 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5PERMEABILITY, cm/secELAPSED TIME, min
PERMEABILITY vs. TIME
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No. Acre 17
Client Project Cobles C&D Landfill Depth (ft.) Lift 3
Project No. R-2020-019-003 Sample No. ST-A17-L3
Lab ID No. R-2020-019-003-002
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: Red Silt
Permeant Type: Deaired Tap Water
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 852 859
Wt. of Tare & WS (gm.)349.07 500.87
Wt. of Tare & DS (gm.)310.74 411.25
Wt. of Tare (gm.)136.12 134.25
Wt. of Water (gm.)38.33 89.62
Wt. of DS (gm.)174.62 277.00
Moisture Content (%)22.0 32.4
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)636.48 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)636.48 690.78
Length 1 (in.)3.291 3.313
Length 2 (in.)3.323 3.279
Length 3 (in.)3.329 3.291
Top Diameter (in.)2.829 2.817
Middle Diameter (in.)2.836 2.808
Bottom Diameter (in.)2.832 2.819
Average Length (in.)3.31 3.29
Average Area (in.2 )6.30 6.22
Sample Volume (cm3 )342.20 335.90
Unit Wet Wt. (gm./ cm 3 )1.860 2.056
Unit Wet Wt. (pcf ) 116.1 128.4
Unit Dry Wt. (pcf ) 95.2 97.0
Unit Dry Wt. (gm./ cm 3 )1.525 1.554
Void Ratio, e 0.770 0.738
Porosity, n 0.435 0.425
Pore Volume (cm3 )148.9 142.6
Total Wt. Of Sample After Test 653.03
Tested By: MY Date: 3/13/20 Checked By: GEM Date: 3/18/20
Page 2 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5e\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-003\[2020-019-003-002 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client LaBella Associates Boring No.Acre 17
Client Project Cobles C&D Landfill Depth (ft.)Lift 3
Project No. R-2020-019-003 Sample No. ST-A17-L3
Lab ID No.R-2020-019-003-002
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 8.37
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.14
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 99 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 2.5E-06 cm/sec @ 20
oC
AVERAGE PERMEABILITY = 2.5E-08 m/sec @ 20
oC
DATE ELAPSED PIPETTE INCREMENT TEMP.INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
3/16/20 16 7 41 7.68 0.000 9.0 12.5 23.1 NA
3/16/20 16 7 53 7.88 0.200 8.5 11.7 23.1 2.5E-06
3/16/20 16 8 6 8.10 0.417 8.0 10.9 23.1 2.5E-06
3/16/20 16 8 19 8.32 0.633 7.5 10.1 23.1 2.7E-06
3/16/20 16 8 34 8.57 0.883 7.0 9.4 23.1 2.5E-06
3/16/20 16 8 49 8.82 1.133 6.5 8.6 23.1 2.7E-06
3/16/20 16 9 6 9.10 1.417 6.0 7.8 23.1 2.6E-06
3/16/20 16 9 25 9.42 1.733 5.5 7.0 23.1 2.6E-06
3/16/20 16 9 47 9.78 2.100 5.0 6.2 23.1 2.5E-06
3/16/20 16 10 13 10.22 2.533 4.5 5.5 23.1 2.4E-06
3/16/20 16 10 42 10.70 3.017 4.0 4.7 23.1 2.5E-06
Tested By: MY Date: 3/13/20 Checked By: GEM Date: 3/18/20
Page 3 of 3 DCN: CT-22A DATE: 8/28/17 REVISION: 5e\LaBella Associates\2020-019 LaBella - Cobles C&D LF\2020-019-003\[2020-019-003-002 Permometer.xls]Sheet1
PERMOMETER METHOD
ASTM D 5084-16a
(SOP-S22C)
TIME
FLEXIBLE WALL PERMEABILITY TEST
APPENDIX 2 – DAILY FIELD REPORTS
Thurs.
4.24.14
01
1 of 1
Arrived:8:00am
Departed:9:30am
Temperature:
▪
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▪
▪
JRB Date:4.24.14 Date:4.24.14
2200 Westinghouse Boulevard • Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460
Prepared By: Checked By:
Geotechnics Rep. Jacob R. Buda arrived on site.
Geotechnics performed CQA Moisture Density testing in Acre 12 - Lift 1 (see FDR-01 for results).
5 Nuclear Density, 1 Drive Cylinder tests were performed and Shelby Tuber Sample ST-12-01 was
obtained.
Geotechnics Rep. departed the site.
Weather Conditions:Sunny 40's - 50's
Contractor's Equipment:NA
Contractor's Personnel:NA
Description of Daily Activities & Events
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:Cobles C&D LF Superintendent:Kent Cobles
Other Firms / Sub-Contractor Represented On Site
Project Name:Cobles C&D LF Project No.:2014-677
Day:
Date:
Log No.:
Page:
Daily Field Report
COBLES C&D LFReport Number : Geotechnics Representative :Date (s) : Reviewed By : Date : 4.24.14Contractor : Borrow Source :MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.ND - 01 ACRE 12 LIFT 1 6" 105.6 18.2121.3 20.8 100.4 95.1% 95.0%DC - 01 ACRE 12 LIFT 1 NA 105.6 18.2121.2 20.8 100.3 95.0% 95.0%ND - 02 ACRE 12 LIFT 1 6" 105.6 18.2122.6 20.2 102.0 96.6% 95.0%ND - 03 ACRE 12 LIFT 1 6" 105.6 18.2122.5 21.6 100.7 95.4% 95.0%ND - 04 ACRE 12 LIFT 1 6" 105.6 18.2123.3 22.8 100.4 95.1% 95.0%ND - 05 ACRE 12 LIFT 1 6" 105.6 18.2123.2 22.3 100.7 95.4% 95.0%Measured In Place CompactionCommentsST-12-01Test Number Test LocationElevation/ LiftRod DepthProctor I.D. No.Proctor DataGauge Number Gauge Model Compaction Equipment :TRASH COMPACTOR33260 3440SoilCapFDR-01JACOB R. BUDA4.24.14GLOVER CONSTRUCTION ONSITEClient:JOYCE ENGINEERINGProject Name :Project Number :2014-677Field Density Report
COBLES C&D LF
Report Number :
Date (s) :
Test Information
Test Number : DC-01 DC-17 DC-18 DC-19
Nuclear Test Number : ND-01 ND-84 ND-90 ND-96
Location: ACRE 12 ACRE 9 ACRE 8 ACRE 7
Depth (ft): LIFT 1 LIFT 2 LIFT 2 LIFT 2
Date : 4.24.14 10.4.11 10.4.11 10.4.11
Cylinder ID JB-01 JB-02 JB-03 JB-01
Weight of Cylinder (lbs.) 1.50 1.36 1.35 1.39
Volume of Cylinder (ft³) 0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.50 5.46 5.51 5.41
Wt. of Cylinder (lbs.) 1.50 1.36 1.35 1.39
Wt. of WS 4.00 4.10 4.16 4.02
Cylinder Volume (ft³) 0.033 0.033 0.033 0.033
Tare Number Z-1 JB-12 JB-13 JB-14
Wt. of Tare & WS (gm) 551.00 256.10 402.70 299.80
Wt. of Tare & DS (gm) 493.09 211.90 336.60 245.50
Wt. of Tare (gm) 214.90 8.30 8.40 8.20
Wt. of Water (gm) 57.91 44.20 66.10 54.30
Wt. of DS (gm) 278.19 203.60 328.20 237.30
Wet Density (pcf): 121.2 124.2 126.1 121.8
Moisture Content (%): 20.8 21.7 20.1 22.9
Dry Density (pcf): 100.3 102.1 104.9 99.1
Client:JOYCE ENGINEERING
Project Name :
Project Number :2014-677
2200 Westinghouse Boulevard • Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460
4.24.14
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Geotechnics Representative : JACOB R. BUDA
SoilCapFDR-01
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Tuesday
9.16.14
2
1 of 1
Arrived:11:30am
Departed:1:30pm
Temperature:
▪
▪
▪
▪
DAW Date:9.16.14 Date: 9/19/14
Daily Field Activity Log
Project Name:Cobles C&D LF Project No.:2014-677
Day:
Date:
Log No.:
Page:
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:Cobles C&D LF Superintendent:Kent Cobles
Weather Conditions:Sunny 75-85
Contractor's Equipment:NA
Geotechnics Rep performed CQA moisture / density testing in the area of Acre 12 with a total
of tests per acre per lift with drive cylinders and shelby samples taken per project specification
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics Rep David Wright arrived onsite.
Geotechnics Rep met with Kent Coble about the area that required moisture / density testing, and
was shown the location that was prepared.
(see FDR-02 for results).
Geotechnics Rep derparted site.
Prepared By:Checked By: MPS
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net Joyce EngineeringCobles C&D LF2014-677Report Number :Geotechnics Representative :Page : 1 of 1Date (s) :Reviewed By : MPSDate : 9/19/2014Contractor : Borrow Source :MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.ND 1 Acre 12 Lift 2 6" 677-01-01 105.6 18.2120.6 18.3 101.9 96.5% 95.0%ND 2 Acre 12 Lift 2 6" 677-01-01 105.6 18.2122.4 19.0 102.9 97.4% 95.0%ND 3 Acre 12 Lift 2 6" 677-01-01 105.6 18.2121.8 18.0 103.2 97.7% 95.0%ND 4 Acre 12 Lift 2 6" 677-01-01 105.6 18.2126.1 19.3 105.7 100.1% 95.0%ND 5 Acre 12 Lift 2 6" 677-01-01 105.6 18.2125.2 21.2 103.3 97.8% 95.0%ND 6 Acre 12 Lift 1 6" 677-01-01 105.6 18.2126.3 19.3 105.9 100.3% 95.0%ND 7 Acre 12 Lift 1 6" 677-01-01 105.6 18.2124.1 18.5 104.7 99.2% 95.0%ND 8 Acre 12 Lift 1 6" 677-01-01 105.6 18.2122.4 19.1 102.8 97.3% 95.0%ND 9 Acre 12 Lift 1 6" 677-01-01 105.6 18.2123.7 21.6 101.7 96.3% 95.0%ND 10 Acre 12 Lift 1 6" 677-01-01 105.6 18.2126.2 18.2 106.8 101.1% 95.0%Proctor I.D. No.Proctor DataDavid WrightMeasured In Place CompactionCommentsEnter Equipment Name and Numbers used during compaction operationField Density Test ReportCompaction Equipment :Test Number Test LocationElevation/ LiftRod DepthSoil Cap FDR-02Tuesday 9.16.14Example DataST-12-02ST-12-01Client:Project Name :Project Number :Cobles C&D LF Onsite BorrowGauge ModelGauge Number Moisture CountDensity Count32387 3440 2237 651
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-01 DC-02
Nuclear Test Number :ND-05 ND-09
Location:ACRE 12 ACRE 12
Depth (ft):LIFT 2 LIFT 1
Date :9.16.14 9.16.14
Cylinder ID 1 1
Weight of Cylinder (lbs.)1.33 1.33
Volume of Cylinder (ft³)0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.42 5.38
Wt. of Cylinder (lbs.)1.30 1.33
Wt. of WS 4.12 4.05
Cylinder Volume (ft³)0.033 0.033
Tare Number 314 314
Wt. of Tare & WS (gm)425.07 375.69
Wt. of Tare & DS (gm)368.69 326.94
Wt. of Tare (gm)100.20 100.20
Wt. of Water (gm)56.38 48.75
Wt. of DS (gm)268.49 226.74
Wet Density (pcf):124.8 122.7
Moisture Content (%):21.0 21.5
Dry Density (pcf):103.2 101.0
Project Number :2014-677
Client:
Project Name :
Joyce Engineering
Cobles C&D LF
SoilCap FDR-02
9.16.14
Geotechnics Representative :DAW
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Wed
10.26.16
1
1 of 4
Arrived:11:30 AM
Departed:1:30 PM
Temperature:
▪
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▪
APG Date:10.26.16 Date:11/14/16Prepared By:Checked By:MPS
testing.
Geotechnics Rep. performed (5) Nuclear Density tests for Acre 13 - Lift 1. In addition a Drive Cylinder
was taken at test location ND-01.
Geotechnics Rep. collected a (1) Shelby Tube sample at test location ND-04.
Geotechnics departed jobsite and delivered samples to lab for testing.
Geotechnics Rep.arrived onsite and met with Kent Coble. Rep. was escorted to area ready for
Weather Conditions:Sunny & Clear 70 - 75 F
Contractor's Equipment:N/A
Contractor's Personnel:N/A
Description of Daily Activities & Events
N/A N/A
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu K.
Site Location:Liberty, NC Time on Site:
General Contractor:N/A Superintendent:Kent Coble
Other Firms / Sub-Contractor Represented On Site
Project Name:Cobles Sandrock C & D Landfill Project No.:2016-803
Day:
Date:
Log No.:
Page:
Daily Field Report
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce Engineering
Cobles Sandrock C & D Landfill
2016-803
Report Number :Geotechnics Representative :Page : 2 of 4
Date (s) :Reviewed By : MPS Date : 11/14/16
Contractor :Borrow Source :
MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.
ND 01 ACRE 13 LIFT 1 6" 677-03-03 113.9 15.1 124.7 13.0 110.4 96.9% 95.0%
DC 1 ACRE 13 LIFT 1 6" 677-03-03 113.9 15.1 125.8 13.4 110.9 97.4% 95.0%
ND 02 ACRE 13 LIFT 1 6" 677-03-03 113.9 15.1 122.8 11.9 109.7 96.3% 95.0%
ND 03 ACRE 13 LIFT 1 6" 677-03-03 113.9 15.1 123.4 12.0 110.2 96.7% 95.0%
ND 04 ACRE 13 LIFT 1 6" 677-03-03 113.9 15.1 125.1 14.3 109.4 96.1% 95.0%
ND 05 ACRE 13 LIFT 1 6" 677-03-03 113.9 15.1 125.2 15.2 108.7 95.4% 95.0%
13577 3440 2259 616
Gauge Number Gauge Model Density Count Moisture Count
ST-A13-L1
Test Number Test Location Elevation/
Lift
Rod
Depth
Proctor
I.D. No.
Proctor Data Measured In Place Compaction Comments
Taken @ ND-01
10.26.16
Owner Onsite
Compaction
Equipment :
CAT Trash Compactor
Client:Project Name :
Project Number :
Field Density Report
DFR-01 Abe Gaeta
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-01
Nuclear Test Number :ND-04
Location:ACRE 13
Depth (ft):LIFT 1
Date :10.26.16
Cylinder ID 1
Weight of Cylinder (lbs.)1.3
Volume of Cylinder (ft³)0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.45
Wt. of Cylinder (lbs.)1.30
Wt. of WS 4.15
Cylinder Volume (ft³)0.033
Tare Number T-1
Wt. of Tare & WS (gm)721.20
Wt. of Tare & DS (gm)666.80
Wt. of Tare (gm)259.60
Wt. of Water (gm)54.40
Wt. of DS (gm)407.20
Wet Density (pcf):125.8
Moisture Content (%):13.4
Dry Density (pcf):110.9
Geotechnics Representative :APG
DFR-01
10.26.16
Drive Cylinder -ASTM D 2937
Mold
Moisture / Density
Client:Joyce Engineering
Project Name :Cobles C & D Landfill
Project Number :2016-803
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
ONE POINT PROCTOR -Method for Soil Identification
Visual Descrpiton :
Test Information
Test Number :1pt.-01
Location:ACRE 13
Depth (ft):LIFT 1
Date :26-Oct
Mold
Weight of Mold (lbs.)9.27
0.033
Specimen
Weight of Mold & WS (lbs)13.56
Weight of Mold (lbs)9.27
Weight of WS (lbs)4.29
Volume OF Mold (ft³)0.033
Moisture / Density
Tare Number T-2
Wt. of Tare & WS (gm)598.10
Wt. of Tare & DS (gm)547.10
Wt. of Tare (gm)109.60
Wt. of Water (gm)51.00
Wt. of DS (gm)437.50
Wet Density (pcf)130.0
Moisture Content %11.7
Dry Density (pcf)116.4
Client:Joyce Engineering
Project Name :Cobles C & D Landfill
Project Number :2016-803
DFR-01
10.26.16
Sandy clay
Volume OF Mold (ft³)
Geotechnics Represenative :APG
')5
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Friday
11/4/16
2
1 of 1
Arrived:12:30 PM
Departed:2:30 PM
Temperature:
N/A
▪
▪
▪
AMC Date:11/4/16 Date:11/14/16
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2016-803
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:Cobles C&D LF Superintendent:Kent Cobles
Weather Conditions:Sunny 70 F - 80 F
Contractor's Equipment:
Contractor's Personnel:N/A
Description of Daily Activities & Events
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
AMC performed 6 NDT at a depth of 6 inchs and for a duration of 1 minute. All NDT passed minimum
compaction requirments. 1 drive cylinder was also performed. 1 set of shelby tubes were taken for lab
AMC left the site and delivered shelby tubes laboratory for testing.
testing.
AMC arrived on site and meet with Kent Cobles. Kent lead AMC to where the site was located and discussed
progress. They have finished the second 6 inch of approxiamtly 1 acre in size.
Prepared By:Checked By:MPS
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce Engineering
Cobles Sandrock C & D Landfill
2016-803
Report Number :Geotechnics Representative :Page : 1
Date (s) :Reviewed By : MPS Date : 11/14/16
Contractor :Borrow Source :
MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.
ND- 1 Acre 13 2 6" 677-03-03 113.9 15.1 125.9 11.5 112.9 99.1% 95.0%
DC- 1 Acre 13 2 6" 677-03-03 113.9 15.0 123.8 11.1 111.4 97.8% 95.0%
ND- 2 Acre 13 2 6" 677-03-03 113.9 15.1 127.7 10.4 115.7 101.6% 95.0%
ND- 3 Acre 13 2 6" 677-03-03 113.9 15.1 122.3 10.9 110.3 96.8% 95.0%
ND- 4 Acre 13 2 6" 677-03-03 113.9 15.1 128.2 15.3 111.2 97.6% 95.0%
ND- 5 Acre 13 2 6" 677-03-03 113.9 15.1 122.2 8.5 112.6 98.9% 95.0%
ND- 6 Acre 13 2 6" 677-03-03 113.9 15.1 125.5 10.3 113.8 99.9% 95.0%
Field Density Report
Compaction
Equipment :
Test Number Test Location Elevation
/ Lift
Rod
Depth
FDR-02
11/4/16
Proctor I.D.
No.
Proctor Data
Aaron Cessna
Measured In Place Compaction Comments
Cobles C&D LF On Site
N/A
Client:Project Name :Project Number :
DC, ST-A13-L2
Gauge ModelGauge Number Moisture CountDensity Count
31574 3440 2199 709
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-01
Nuclear Test Number :ND-1
Location:Soil Cap
Depth (ft):6"
Date :4-Nov
Cylinder ID 8
Weight of Cylinder (lbs.)1.04
Volume of Cylinder (ft³)0.034
Specimen
Wt. of Cylinder & WS (lbs.) 5.25
Wt. of Cylinder (lbs.)1.04
Wt. of WS 4.21
Cylinder Volume (ft³)0.034
Tare Number 2
Wt. of Tare & WS (gm)742.70
Wt. of Tare & DS (gm)722.80
Wt. of Tare (gm)544.30
Wt. of Water (gm)19.90
Wt. of DS (gm)178.50
Wet Density (pcf):123.8
Moisture Content (%):11.1
Dry Density (pcf):111.4
Project Number :2016-803
Client:
Project Name :
Joyce Engineering
Cobles Sandrock C & D Landfill
FDR-02
11/4/16
Geotechnics Representative :AC
Drive Cylinder -ASTM D 2937
Mold
Moisture / Density
')5.6
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Friday
11.11.16
3
1 of 3
Arrived:12:00 AM
Departed:1:30 PM
Temperature:
▪
▪
▪
▪
APG Date:11.11.16 Date:11/14/16Prepared By:Checked By:MPS
testing.
Geotechnics Rep. performed (5) Nuclear Density tests for Acre 13 - Lift 3. In addition a Drive Cylinder
was taken at test location ND-01.
Geotechnics Rep. collected a (1) Shelby Tube sample at test location ND-05.
Geotechnics departed jobsite and delivered samples to lab for testing.
Geotechnics Rep.arrived onsite and met with Kent Coble. Rep. was escorted to area ready for
Weather Conditions:Sunny & Clear 70 - 75 F
Contractor's Equipment:N/A
Contractor's Personnel:N/A
Description of Daily Activities & Events
N/A N/A
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu K.
Site Location:Liberty, NC Time on Site:
General Contractor:N/A Superintendent:Kent Coble
Other Firms / Sub-Contractor Represented On Site
Project Name:Cobles Sandrock C & D Landfill Project No.:2016-803
Day:
Date:
Log No.:
Page:
Daily Field Report
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce Engineering
Cobles Sandrock C & D Landfill
2016-803
Report Number :Geotechnics Representative :Page : 2 of 3
Date (s) :Reviewed By : MPS Date : 11/14/16
Contractor :Borrow Source :
MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.
ND 01 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 112.9 10.1 102.5 90.0% 95.0%
DC 1 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 112.6 9.5 102.8 90.3% 95.0%
ND 02 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 110.2 8.5 101.6 89.2% 95.0%
ND 03 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 114.5 10.2 103.9 91.2% 95.0%
ND 04 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 112.6 9.0 103.3 90.7% 95.0%
ND 05 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 113.4 8.0 105.0 92.2% 95.0%
13577 3440 2259 616
Gauge Number Gauge Model Density Count Moisture Count
ST-A13-L3
Test Number Test Location Elevation/
Lift
Rod
Depth
Proctor
I.D. No.
Proctor Data Measured In Place Compaction Comments
Taken @ ND-01
11.11.16
Owner Onsite
Compaction
Equipment :
CAT Scapper Pan
Client:Project Name :
Project Number :
Field Density Report
FDR-03 Abe Gaeta
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-01
Nuclear Test Number :ND-01
Location:ACRE 13
Depth (ft):LIFT 3
Date :11.11.16
Cylinder ID 1
Weight of Cylinder (lbs.)1.3
Volume of Cylinder (ft³)0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.05
Wt. of Cylinder (lbs.)1.30
Wt. of WS 3.75
Cylinder Volume (ft³)0.033
Tare Number T-3
Wt. of Tare & WS (gm)335.20
Wt. of Tare & DS (gm)314.60
Wt. of Tare (gm)98.80
Wt. of Water (gm)20.60
Wt. of DS (gm)215.80
Wet Density (pcf):113.6
Moisture Content (%):9.5
Dry Density (pcf):103.7
Geotechnics Representative :APG
FDR-03
11.11.16
Drive Cylinder -ASTM D 2937
Mold
Moisture / Density
Client:Joyce Engineering
Project Name :Cobles Sandrock C & D Landfill
Project Number :2016-803
')5
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Tuesday12.12.16
4
1 of 2
Arrived:9:30 AM
Departed:11:00 AM
Temperature:
▪
▪
▪
▪
Ams Date:12.12.16 Date:12/21/16Prepared By:Checked By:MPS
testing.
Geotechnics Rep. performed (5) Nuclear Density tests for Acre 13 - Lift 3. In addition a Drive Cylinder
was taken at test location ND-01. All tests passed minimum requirements at this time.
Geotechnics Rep. collected a (1) Shelby Tube sample at test location ND-01.
Geotechnics departed jobsite and delivered samples to lab for testing.
Geotechnics Rep.arrived onsite and met with Kent Coble. Rep. was escorted to area ready for
Weather Conditions:Cloudy 38-53 FContractor's Equipment:N/A
Contractor's Personnel:N/A
Description of Daily Activities & Events
N/A N/A
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu K.
Site Location:Liberty, NC Time on Site:
General Contractor:N/A Superintendent:Kent Coble
Other Firms / Sub-Contractor Represented On Site
Project Name:Cobles Sandrock C & D Landfill Project No.:2016-803
Day:
Date:Log No.:
Page:
Daily Field Report
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Tuesday
12.12.16
4
2 of 2
Arrived:9:30 AM
Departed:11:00 AM
Weather Conditions:Temperature:
▪
AMS Date:12.12.16 MPS Date:21/21/16
Project Name:Cobles Sandrock C & D Landfill Project No.:2016-803
Day:
Date:
Log No:
Page:Daily Field Report
Client Name:Joyce Engineering Client Contact:Hannu K.
Site Location:Liberty, NC Time on Site:
General Contractor:N/A Superintendent:Kent Cobles
Cloudy 38-53 F
Below: Lift three of clay in acre 13 compacted to an acceptable density
Prepared By:Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce Engineering
Cobles Sandrock C & D Landfill
2016-803
Report Number :Geotechnics Representative :Page : 1 of 1
Date (s) :Reviewed By : MPS Date : 12/21/16
Contractor :Borrow Source :
MDD pcf Opt. %M WD (pcf) % M DD (pcf) % C % Req.
ND 1 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 126.3 16.0 108.9 95.6% 95.0%
DC 1 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 125.4 15.5 108.6 95.3% 95.0%
ND 2 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 131.5 17.2 112.2 98.5% 95.0%
ND 3 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 128.7 16.4 110.6 97.1% 95.0%
ND 4 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 126.1 15.9 108.8 95.5% 95.0%
ND 5 ACRE 13 LIFT 3 6" 677-03-03 113.9 15.1 127.1 16.4 109.2 95.9% 95.0%
13577 3440 2161 624
Gauge Number Gauge Model Density Count Moisture Count
Test Number Test Location Elevation/
Lift
Rod
Depth
Proctor
I.D. No.
Proctor Data Measured In Place Compaction Comments
Taken @ ND-01, ST-A13-L3
12.12.16
Owner Onsite
Compaction
Equipment :
CAT Scraper Pan
Client:Project Name :
Project Number :
Field Density Report
FDR-04 Aaron Smith
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-01
Nuclear Test Number :ND-01
Location:ACRE 13
Depth (ft):LIFT 3
Date :12.12.16
Cylinder ID A-3
Weight of Cylinder (lbs.)1.295
Volume of Cylinder (ft³)0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.434
Wt. of Cylinder (lbs.)1.295
Wt. of WS 4.14
Cylinder Volume (ft³)0.033
Tare Number 163
Wt. of Tare & WS (gm)562.50
Wt. of Tare & DS (gm)519.10
Wt. of Tare (gm)239.90
Wt. of Water (gm)43.40
Wt. of DS (gm)279.20
Wet Density (pcf):125.4
Moisture Content (%):15.5
Dry Density (pcf):108.6
Geotechnics Representative :AMS
FDR-04
12.12.16
Drive Cylinder -ASTM D 2937
Mold
Moisture / Density
Client:Joyce Engineering
Project Name :Cobles Sandrock C & D Landfill
Project Number :2016-803
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Thursday
6/27/19
1
1 of 2
Arrived:1:00 PM
Departed:3:45 PM
Temperature:
NA
▪
▪
▪
▪
▪
Date:6/27/19 MPS Date:7/1/19Prepared By: EL Checked By:
Geotechnis rep departed site at 3:45 PM.
Rep spoke with Deanna at main office who alerted Kent to his arrival. Was shown acres 14 and 15 of the closure
and new cell area 3B by Kent.
Rep took nuclear density tests, drive cylinders, and a perm each of lift 1 of the closure of acres 14 and 15.
Rep gathered 2 buckets of subgrade material in area 3B for lab testing.
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 1:00 PM.
Weather Conditions:Mostly Sunny 90
Contractor's Equipment:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2019-195
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Thursday
6/27/19
1
2 of 2
Arrived:1:00 PM
Departed:3:45 PM
Temperature:
NA
Date:6/27/19 MPS Date:7/1/19Prepared By: EL Checked By:
Contractor's Personnel:NA
Description of Daily Activities & Events
Area 3B
Weather Conditions:Sunny 90
Contractor's Equipment:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2019-195
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce
Cobles C&D LF
2019-195
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :7/1/19
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-1 Acre 15, See Map 1 6"677-03-03 113.9 15.1 120.4 7.8 111.7 98.1%95.0%
DC-1 Acre 15, See ND-1 1 NA 677-03-04 113.9 15.1 120.0 8.2 110.9 97.4%95.0%
ND-2 Acre 15, See Map 1 6"677-03-05 113.9 15.1 120.6 10.8 108.8 95.6%95.0%
ND-3 Acre 15, See Map 1 6"677-03-06 113.9 15.1 121.7 11.3 109.3 96.0%95.0%
ND-4 Acre 15, See Map 1 6"677-03-07 113.9 15.1 120.9 11.0 108.9 95.6%95.0%
ND-5 Acre 15, See Map 1 6"677-03-08 113.9 15.1 119.0 9.6 108.6 95.3%95.0%
ND-6 Acre 14, See Map 1 6"677-03-09 113.9 15.1 120.6 10.6 109.0 95.7%95.0%
ND-7 Acre 14, See Map 1 6"677-03-10 113.9 15.1 123.1 12.3 109.6 96.2%95.0%
ND-8 Acre 14, See Map 1 6"677-03-11 113.9 15.1 123.2 11.4 110.6 97.1%95.0%
DC-2 Acre 14, See ND-8 1 NA 677-03-12 113.9 15.1 122.8 11.9 109.7 96.3%95.0%
ND-9 Acre 14, See Map 1 6"677-03-13 113.9 15.1 120.7 10.6 109.1 95.8%95.0%
ND-10 Acre 14, See Map 1 6"677-03-14 113.9 15.1 120.7 10.8 108.9 95.6%95.0%
Field Density Report
Compaction Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-01
7/1/19
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA On Site
CAT Scraper Pan
Client:
Project Name :
Project Number :
ST-A14-L1 taken
ST-A15-L1 taken
Gauge ModelGauge Number Moisture CountDensity Count
32387 3440 2047 682
Report Number :
Date (s) :
Test Information
Test Number :DC-1 DC-2 DC-13 DC-14
Nuclear Test Number :ND-1 ND-8 ND-85 ND-94
Location:Acre 15 Acre 14 North Spur North Spur
Depth (ft):Lift 1 Lift 1
Date :6/27/19 6/27/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.24 5.33 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 3.96 4.05 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)352.55 353.42 504.70 489.60
Wt. of Tare & DS (gm)336.10 330.01 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)16.45 23.41 23.00 24.00
Wt. of DS (gm)201.47 196.17 246.00 230.20
Wet Density (pcf):120.0 122.8 132.4 135.7
Moisture Content (%):8.2 11.9 9.3 10.4
Dry Density (pcf):110.9 109.7 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:7/1/19
Project Number :2019-195
Client:
Project Name :
Joyce
Cobles C&D LF
SFDR-01
6/27/19
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
SFDR-01 6.27.19ND-1ND-2ND-3ND-4ND-5ND-6ND-7ND-8ND-9ND-10
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Thursday
7/25/19
2
1 of 1
Arrived:1:30 PM
Departed:4:30 PM
Temperature:
NA
▪
▪
▪
▪
Date:7/25/19 AMS Date:7/26/19Prepared By: EL Checked By:
Rep let Deanna in the main office know he had arrived and proceeded to the closure area.
Rep took nuclear density tests, drive cylinders, and a perm each of lift 2 of the closure of acres 14 and 15.
Geotechnis rep departed site at 4:30 PM.
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 1:30 PM.
Weather Conditions:Mostly Sunny 84
Contractor's Equipment:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2019-195
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce
Cobles C&D LF
2019-195
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :AMS Date :7/26/19
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-11 Acre 14, See map 2 6"677-03-03 113.9 15.1 117.7 8.6 108.4 95.2%95.0%
ND-12 Acre 14, See map 2 6"677-03-03 113.9 15.1 119.2 9.3 109.1 95.7%95.0%
ND-13 Acre 14, See map 2 6"677-03-03 113.9 15.1 123.1 9.8 112.1 98.4%95.0%
ND-14 Acre 14, See map 2 6"677-03-03 113.9 15.1 121.3 10.1 110.2 96.7%95.0%
DC-3 Acre 14, See ND-14 2 NA 677-03-03 113.9 15.1 120.1 9.3 109.9 96.5%95.0%
ND-15 Acre 14, See map 2 6"677-03-03 113.9 15.1 120.1 9.4 109.8 96.4%95.0%
ND-16 Acre 15, see map 2 6"677-03-03 113.9 15.1 122.3 12.3 108.9 95.6%95.0%
DC-4 Acre 15, see ND-16 2 NA 677-03-03 113.9 15.1 121.6 11.5 109.1 95.7%95.0%
ND-17 Acre 15, see map 2 6"677-03-03 113.9 15.1 120.1 9.6 109.6 96.2%95.0%
ND-18 Acre 15, see map 2 6"677-03-03 113.9 15.1 126.2 11.4 113.3 99.5%95.0%
ND-19 Acre 15, see map 2 6"677-03-03 113.9 15.1 118.2 9.0 108.4 95.2%95.0%
ND-20 Acre 15, see map 2 6"677-03-03 113.9 15.1 118.8 9.2 108.8 95.5%95.0%
Field Density Report
Compaction Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-02
7/25/19
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA On Site
CAT Scraper Pan
Client:
Project Name :
Project Number :
ST-A15-L2 taken
ST-A14-L2 taken
Gauge ModelGauge Number Moisture CountDensity Count
20722 3430 1837 628
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-3 DC-4 DC-13 DC-14
Nuclear Test Number :ND-14 ND-16 ND-85 ND-94
Location:Acre 14 Acre 15 North Spur North Spur
Depth (ft):Lift 2 Lift 2
Date :7/25/19 7/25/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.24 5.29 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 3.96 4.01 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)360.31 359.42 504.70 489.60
Wt. of Tare & DS (gm)341.12 336.16 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)19.19 23.26 23.00 24.00
Wt. of DS (gm)206.49 202.32 246.00 230.20
Wet Density (pcf):120.1 121.6 132.4 135.7
Moisture Content (%):9.3 11.5 9.3 10.4
Dry Density (pcf):109.9 109.1 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:AMS Date:7/26/19
Project Number :2019-195
Client:
Project Name :
Joyce
Cobles C&D LF
SFDR-02
7/25/19
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
SFDR-02 7.25.19ND-20ND-17ND-18ND-19ND-16ND-12ND-13ND-15ND-11ND-14
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Tuesday
8/6/19
3
1 of 1
Arrived:1:00 PM
Departed:3:15 PM
Temperature:
NA
▪
▪
▪
▪
Date:8/6/19 MPS Date:8/8/19Prepared By: EL Checked By:
Rep let Deanna in the main office know he had arrived and proceeded to the closure area.
Rep took nuclear density tests, drive cylinders, and a perm each of lift 3 of the closure of acres 14 and 15.
Geotechnis rep departed site at 3:15 PM.
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 1:00 PM.
Weather Conditions:Partly Cloudy 88
Contractor's Equipment:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2019-195
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce
Cobles C&D LF
2019-195
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :8/8/19
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-21 Acre 14, See map 3 6"677-03-03 113.9 15.1 123.2 12.9 109.1 95.8%95.0%
ND-22 Acre 14, See map 3 6"677-03-03 113.9 15.1 122.3 12.6 108.6 95.4%95.0%
ND-23 Acre 14, See ND-23 3 6"677-03-03 113.9 15.1 123.2 12.8 109.2 95.9%95.0%
DC-5 Acre 14, See map 3 NA 677-03-03 113.9 15.1 122.3 12.5 108.7 95.4%95.0%
ND-24 Acre 14, See map 3 6"677-03-03 113.9 15.1 124.7 13.2 110.2 96.7%95.0%
ND-25 Acre 14, See map 3 6"677-03-03 113.9 15.1 129.2 14.0 113.3 99.5%95.0%
ND-26 Acre 15, see map 3 6"677-03-03 113.9 15.1 124.7 13.3 110.1 96.6%95.0%
ND-27 Acre 15, see map 3 6"677-03-03 113.9 15.1 124.2 14.2 108.8 95.5%95.0%
ND-28 Acre 15, see map 3 6"677-03-03 113.9 15.1 123.8 13.6 109.0 95.7%95.0%
DC-6 Acre 15, see ND-28 3 NA 677-03-03 113.9 15.1 122.4 12.9 108.4 95.2%95.0%
ND-29 Acre 15, see map 3 6"677-03-03 113.9 15.1 124.1 14.6 108.3 95.1%95.0%
ND-30 Acre 15, see map 3 6"677-03-03 113.9 15.1 123.8 14.2 108.4 95.2%95.0%
Field Density Report
Compaction
Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-03
8/6/19
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA On Site
CAT Scraper Pan
Client:
Project Name :
Project Number :
ST-A14-L3 taken
ST-A15-L3 taken
Gauge ModelGauge Number Moisture CountDensity Count
35717 3430 1929 660
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-5 DC-6 DC-13 DC-14
Nuclear Test Number :ND-23 ND-28 ND-85 ND-94
Location:Acre 14 Acre 15 North Spur North Spur
Depth (ft):Lift 3 Lift 3
Date :8/6/19 8/6/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.32 5.32 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 4.04 4.04 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)363.81 364.41 504.70 489.60
Wt. of Tare & DS (gm)338.42 338.13 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)25.39 26.28 23.00 24.00
Wt. of DS (gm)203.79 204.29 246.00 230.20
Wet Density (pcf):122.3 122.4 132.4 135.7
Moisture Content (%):12.5 12.9 9.3 10.4
Dry Density (pcf):108.8 108.5 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:8/6/19
Project Number :2019-195
Client:
Project Name :
Joyce
Cobles C&D LF
SFDR-03
8/6/19
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
SFDR-03 8.6.19ND-27ND-30ND-28ND-26ND-29ND-24ND-23ND-25ND-21ND-22
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Friday
10/18/19
4
1 of 1
Arrived:12:45 PM
Departed:2:00 PM
Temperature:
NA
▪
▪
▪
▪
▪
▪
Date:10/18/19 MPS Date:10/21/19
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2019-195
Client Name:Joyce Engineering Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:Sunny 64
Contractor's Equipment:
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 12:45 PM.
Rep let Deanna in the main office know he had arrived and proceeded to the closure area.
Rep took nuclear density tests, a drive cylinder, and a perm of lift 1 of the closure of acre 16.
All tests passed minimum specifications.
Rep spoke with Kent about when the next lift might be ready (a week or so).
Geotechnis rep departed site at 2:00 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Joyce
Cobles C&D LF
2019-195
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :10/21/19
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-31 Acre 16, See map 1 6"677-03-03 113.9 15.1 121.3 11.9 108.4 95.2%95.0%
DC-7 Acre 16, See map 1 NA 677-03-03 113.9 15.1 121.8 12.3 108.5 95.2%95.0%
ND-32 Acre 16, See map 1 6"677-03-03 113.9 15.1 127.9 17.8 108.6 95.3%95.0%
ND-33 Acre 16, See map 1 6"677-03-03 113.9 15.1 130.3 20.4 108.2 95.0%95.0%
ND-34 Acre 16, See map 1 6"677-03-03 113.9 15.1 127.9 18.0 108.4 95.2%95.0%
ND-35 Acre 16, See map 1 6"677-03-03 113.9 15.1 120.9 10.8 109.1 95.8%95.0%
Gauge ModelGauge Number Moisture CountDensity Count
32387 3430 2050 679
ST-A16-L1 taken
Client:
Project Name :
Project Number :
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA On Site
CAT Scraper Pan
Field Density Report
Compaction Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-04
10/18/19
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-7 DC-6 DC-13 DC-14
Nuclear Test Number :ND-31 ND-28 ND-85 ND-94
Location:Acre 16 Acre 15 North Spur North Spur
Depth (ft):1st Lift Lift 3
Date :10/18/19 8/6/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.30 5.32 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 4.02 4.04 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)362.31 364.41 504.70 489.60
Wt. of Tare & DS (gm)337.42 338.13 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)24.89 26.28 23.00 24.00
Wt. of DS (gm)202.79 204.29 246.00 230.20
Wet Density (pcf):121.8 122.4 132.4 135.7
Moisture Content (%):12.3 12.9 9.3 10.4
Dry Density (pcf):108.5 108.5 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:10/21/19
SFDR-04
10/18/19
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Project Number :2019-195
Client:
Project Name :
Joyce
Cobles C&D LF
ACSFDR0410/18/193132333435
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Monday
11/4/19
5
1 of 1
Arrived:2:00 PM
Departed:3:30 PM
Temperature:
NA
▪
▪
▪
▪
▪
▪
Date:11/4/19 MPS Date:11/6/19Prepared By: EL Checked By:
Rep spoke with Kent who said there'd be a quicker turn around on the third lift. Testing later this week.
Geotechnis rep departed site at 3:30 PM.
Rep let Deanna in the main office know he had arrived and proceeded to the closure area.
Rep took nuclear density tests, a drive cylinder, and a perm of lift 2 of the closure of acre 16.
All tests passed minimum specifications.
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 2:00 PM.
Weather Conditions:P. Cloudy 63
Contractor's Equipment:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2019-195
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
LaBella Associates
Cobles C&D LF
2019-195
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :11/6/19
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-36 Acre 16, See map 2 6"677-03-03 113.9 15.1 128.0 16.6 109.8 96.4%95.0%
ND-37 Acre 16, See map 2 6"677-03-03 113.9 15.1 127.5 16.9 109.1 95.8%95.0%
ND-38 Acre 16, See map 2 6"677-03-03 113.9 15.1 130.8 15.0 113.7 99.9%95.0%
ND-39 Acre 16, See map 2 6"677-03-03 113.9 15.1 127.7 17.4 108.8 95.5%95.0%
ND-40 Acre 16, See map 2 6"677-03-03 113.9 15.1 127.6 17.1 109.0 95.7%95.0%
DC-8 Acre 16, See map 2 NA 677-03-03 113.9 15.1 127.0 16.7 108.8 95.5%95.0%
Field Density Report
Compaction
Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-05
11/4/19
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA On Site
CAT Scraper Pan
Client:
Project Name :
Project Number :
ST-A16-L2 taken
Gauge ModelGauge Number Moisture CountDensity Count
32387 3430 2042 678
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-8 DC-6 DC-13 DC-14
Nuclear Test Number :ND-40 ND-28 ND-85 ND-94
Location:Acre 16 Acre 15 North Spur North Spur
Depth (ft):2nd Lift Lift 3
Date :11/4/19 8/6/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.47 5.32 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 4.19 4.04 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)370.31 364.41 504.70 489.60
Wt. of Tare & DS (gm)336.51 338.13 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)33.80 26.28 23.00 24.00
Wt. of DS (gm)201.88 204.29 246.00 230.20
Wet Density (pcf):127.0 122.4 132.4 135.7
Moisture Content (%):16.7 12.9 9.3 10.4
Dry Density (pcf):108.8 108.5 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:11/4/19
Project Number :2019-195
Client:
Project Name :
LaBella Associates
Cobles C&D LF
SFDR-05
11/4/19
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
ACSFDR05 11/4/194039383736
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Thursday
11/7/19
6
1 of 1
Arrived:2:00 PM
Departed:3:30 PM
Temperature:
NA
▪
▪
▪
▪
▪
▪
Date:11/7/19 MPS Date:11/8/19
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2019-195
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:P. Cloudy 69
Contractor's Equipment:
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 2:00 PM.
Rep let Deanna in the main office know he had arrived and proceeded to the closure area.
Rep took nuclear density tests, a drive cylinder, and a perm of lift 3 of the closure of acre 16.
All tests passed minimum specifications.
Rep let Deanna know I had finished my testing.
Geotechnis rep departed site at 3:30 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
LaBella Associates
Cobles C&D LF
2019-195
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :11/8/19
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-41 Acre 16, See map 3 6"677-03-03 113.9 15.1 125.5 14.0 110.1 96.7%95.0%
ND-42 Acre 16, See map 3 6"677-03-03 113.9 15.1 125.2 13.7 110.1 96.7%95.0%
ND-43 Acre 16, See map 3 6"677-03-03 113.9 15.1 125.1 13.8 109.9 96.5%95.0%
DC-9 Acre 16, See map 3 NA 677-03-03 113.9 15.1 124.9 13.5 110.0 96.6%95.0%
ND-44 Acre 16, See map 3 6"677-03-03 113.9 15.1 122.6 12.6 108.9 95.6%95.0%
ND-45 Acre 16, See map 3 6"677-03-03 113.9 15.1 123.8 13.0 109.6 96.2%95.0%
Gauge ModelGauge Number Moisture CountDensity Count
32387 3430 2052 676
ST-A16-L3 taken
Client:
Project Name :
Project Number :
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA On Site
CAT Scraper Pan
Field Density Report
Compaction
Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-06
11/7/19
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-9 DC-6 DC-13 DC-14
Nuclear Test Number :ND-43 ND-28 ND-85 ND-94
Location:Acre 16 Acre 15 North Spur North Spur
Depth (ft):3rd Lift Lift 3
Date :11/7/19 8/6/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.40 5.32 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 4.12 4.04 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)367.71 364.41 504.70 489.60
Wt. of Tare & DS (gm)340.04 338.13 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)27.67 26.28 23.00 24.00
Wt. of DS (gm)205.41 204.29 246.00 230.20
Wet Density (pcf):124.9 122.4 132.4 135.7
Moisture Content (%):13.5 12.9 9.3 10.4
Dry Density (pcf):110.1 108.5 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:11/8/19
SFDR-06
11/7/19
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Project Number :2019-195
Client:
Project Name :
LaBella Associates
Cobles C&D LF
ACSFDR06 11/7/194544434241
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Monday
1/20/20
7
1 of 1
Arrived:2:15 PM
Departed:3:15 PM
Temperature:
NA
▪
▪
▪
▪
▪
▪
Date:1/20/20 MPS Date:1/23/20
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2020-019
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:Sunny 38
Contractor's Equipment:
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 2:15 PM.
Rep proceeded to Acre 17 to test the first lift of final cover. Rep noticed that the material used appeared to be
new.
Rep tried some density tests to see how the material tested, all were 35-40% moisture, likely too wet regardless
of proctor.
Rep spoke with Kent who said that the material was indeed new and was being hauled in from off site.
Rep gathered a bucket of new off site cover material to be tested in the lab.
Geotechnis rep departed site at 3:15 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Wednesday
1/22/20
8
1 of 1
Arrived:2:00 PM
Departed:3:30 PM
Temperature:
NA
▪
▪
▪
Date:1/22/20 MPS Date:1/23/20
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2020-019
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:Sunny 42
Contractor's Equipment:
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 2:00 PM.
Rep tested the first lift of the closure of acre 17, 5 nuclear density tests, a drive cylinder, and a perm were taken.
Geotechnis rep departed site at 3:30 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
LaBella Associates
Cobles C&D LF
2020-019
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :1/23/20
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-46 Acre 17, See map 1 6 2020-019-001-001 95.6 25.3 118.3 26.8 93.3 97.6%95.0%
ND-47 Acre 17, See map 1 6 2020-019-001-001 95.6 25.3 118.8 28.0 92.8 97.1%95.0%
ND-48 Acre 17, See map 1 6 2020-019-001-001 95.6 25.3 118.5 28.2 92.4 96.7%95.0%
DC-10 Acre 17, See map 1 NA 2020-019-001-001 95.6 25.3 117.8 27.9 92.1 96.3%95.0%
ND-49 Acre 17, See map 1 6 2020-019-001-001 95.6 25.3 118.7 29.4 91.7 96.0%95.0%
ND-50 Acre 17, See map 1 6 2020-019-001-001 95.6 25.3 118.4 30.1 91.0 95.2%95.0%
Gauge ModelGauge Number Moisture CountDensity Count
32387 3440 687 2027
ST-10 taken
Client:
Project Name :
Project Number :
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA Off Site
CAT Scraper Pan
Field Density Report
Compaction Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-07
1/22/20
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-10 DC-6 DC-13 DC-14
Nuclear Test Number :ND-48 ND-28 ND-85 ND-94
Location:Acre 17 Acre 15 North Spur North Spur
Depth (ft):1st Lift Lift 3
Date :1/22/20 8/6/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.17 5.32 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 3.89 4.04 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)369.13 364.41 504.70 489.60
Wt. of Tare & DS (gm)317.99 338.13 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)51.14 26.28 23.00 24.00
Wt. of DS (gm)183.36 204.29 246.00 230.20
Wet Density (pcf):117.8 122.4 132.4 135.7
Moisture Content (%):27.9 12.9 9.3 10.4
Dry Density (pcf):92.1 108.5 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:1/23/20
SFDR-07
1/22/20
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Project Number :2020-019
Client:
Project Name :
LaBella Associates
Cobles C&D LF
ACND-46ND-47ND-48ND-49ND-50SFDR07 - 1.22.20
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Monday
1/27/20
9
1 of 1
Arrived:2:15 PM
Departed:3:15 PM
Temperature:
NA
▪
▪
▪
▪
▪
▪
Date:1/27/20 MPS Date:1/30/20
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2020-019
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:Overcast, rain 52
Contractor's Equipment:
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 1:30 PM.
Rep spoke to Deanna prior to heading to set about past weekends rain, she had said they had gotten some rain
the past Friday but that she thought it would have dried up well with the warm, sunny, and windy weather the
rest of the weekend.
Rep had checked weather prior to heading to site and the forecast stated a 40% chance of rain in the late evening
A light rain began in the area when rep was about 5 mins from site.
Upon getting up to the closure area, rep could immediately tell it was too muddy and too wet to bother testing,
from visual observation, and walking/driving to the area.
Geotechnis rep departed site at 1:45 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Thursday
1/30/20
10
1 of 1
Arrived:1:30 PM
Departed:2:45 PM
Temperature:
NA
▪
▪
▪
▪
Date:1/30/20 MPS Date:1/30/20
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2020-019
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:Mostly Sunny 48
Contractor's Equipment:
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 1:30 PM.
Rep tried several density tests on lift 2 of acre 17, area still too wet from this past weekends and Monday's rains.
Rep spoke with Timmy and suggested that they disc the area as best they can and leave it to dry over the
weekend and rep will return sometime early next week to try testing again, weather depending.
Geotechnis rep departed site at 2:45 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Tuesday
2/4/20
11
1 of 1
Arrived:2:00 PM
Departed:3:15 PM
Temperature:
NA
▪
▪
▪
▪
Date:2/4/20 MPS Date:2/7/20
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2020-019
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:Mostly Cloudy 68
Contractor's Equipment:
Contractor's Personnel:Timmy
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 2:00 PM.
Rep tried several density tests on lift 2 of acre 17, area still on average 10+% over OMC and ~90% compaction.
Rep spoke with Timmy and both discussed the coming rains for the rest of the week and agreed it would be best
to leave the area until after the rains, rep suggested then opening up the area as best they can and leaving it to
dry for several days before recompacting it.
Geotechnis rep departed site at 3:15 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Friday
3/6/20
12
1 of 1
Arrived:1:15 PM
Departed:3:15 PM
Temperature:
NA
▪
▪
▪
▪
Date:3/6/20 MPS Date:3/10/20
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2020-019
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Weather Conditions:Mostly Cloudy 54
Contractor's Equipment:
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 2:15 PM.
Rep proceeded to Acre 17 to test the 2nd lift of final cover. Rep took 5 nuclear density tests, a drive cylinder, and
a shelby tube for permeability testing.
Rep spoke with Kent and Timmy, they plan to get the final lift on it over the weekend and rep will return to test it
Monday afternoon.
Geotechnics rep departed site at 3:15 PM.
Prepared By: EL Checked By:
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
LaBella Associates
Cobles C&D LF
2020-019
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :3/10/20
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-51 Acre 17, See map 2 6 2020-019-001-001 95.6 25.3 118.3 30.0 91.0 95.2%95.0%
ND-52 Acre 17, See map 2 6 2020-019-001-001 95.6 25.3 119.9 32.1 90.8 94.9%95.0%
ND-53 Acre 17, See map 2 6 2020-019-001-001 95.6 25.3 119.0 30.9 90.9 95.1%95.0%
ND-54 Acre 17, See map 2 6 2020-019-001-001 95.6 25.3 119.5 31.6 90.8 95.0%95.0%
ND-55 Acre 17, See map 2 6 2020-019-001-001 95.6 25.3 119.3 31.2 90.9 95.1%95.0%
DC-11 Acre 17, See map 2 NA 2020-019-001-001 95.6 25.3 119.4 30.9 91.2 95.4%95.0%
Gauge ModelGauge Number Moisture CountDensity Count
32387 3440 687 2027
ST-11 (A17, L2) taken
Client:
Project Name :
Project Number :
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA Off Site
CAT Scraper Pan, Compactor
Field Density Report
Compaction Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-08
3/6/20
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-11 DC-6 DC-13 DC-14
Nuclear Test Number :ND-55 ND-28 ND-85 ND-94
Location:Acre 17 Acre 15 North Spur North Spur
Depth (ft):2nd Lift Lift 3
Date :3/6/20 8/6/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.22 5.32 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 3.94 4.04 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)356.27 364.41 504.70 489.60
Wt. of Tare & DS (gm)304.00 338.13 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)52.27 26.28 23.00 24.00
Wt. of DS (gm)169.37 204.29 246.00 230.20
Wet Density (pcf):119.4 122.4 132.4 135.7
Moisture Content (%):30.9 12.9 9.3 10.4
Dry Density (pcf):91.2 108.5 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:3/10/20
SFDR-08
3/6/20
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Project Number :2020-019
Client:
Project Name :
LaBella Associates
Cobles C&D LF
ACND-55ND-51ND-53ND-52ND-54SFDR08 - 3.6.20
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Monday
3/9/20
13
1 of 1
Arrived:2:45 PM
Departed:4:30 PM
Temperature:
NA
▪
▪
▪
▪
Date:3/9/20 MPS Date:3/11/20Prepared By: EL Checked By:
Rep proceeded to Acre 17 to test the 3rd lift of final cover. Rep took 5 nuclear density tests, a drive cylinder, and
a shelby tube for permeability testing.
Rep let Timmy know that the density tests passed.
Geotechnics rep departed site at 4:30 PM.
Contractor's Personnel:NA
Description of Daily Activities & Events
Geotechnics representative, Erik Lindquist, arrived on site at 2:45 PM.
Weather Conditions:Mostly Cloudy 66
Contractor's Equipment:
General Contractor:NA Superintendent:Kent
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:LaBella Associates Client Contact:Hannu Kemppinen
Site Location:Liberty, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Cobles C&D LF Project No.:2020-019
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
LaBella Associates
Cobles C&D LF
2020-019
Report Number :Geotechnics Representative :Page :1 of 1
Date (s) :Reviewed By :MPS Date :3/11/20
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND-56 Acre 17, See map 3 6 2020-019-001-001 95.6 25.3 120.6 29.8 92.9 97.2%95.0%
ND-57 Acre 17, See map 3 6 2020-019-001-001 95.6 25.3 119.8 31.1 91.4 95.6%95.0%
ND-58 Acre 17, See map 3 6 2020-019-001-001 95.6 25.3 119.9 28.5 93.3 97.6%95.0%
ND-59 Acre 17, See map 3 6 2020-019-001-001 95.6 25.3 119.9 30.2 92.1 96.3%95.0%
ND-60 Acre 17, See map 3 6 2020-019-001-001 95.6 25.3 120.4 32.0 91.2 95.4%95.0%
DC-12 Acre 17, See map 3 NA 2020-019-001-001 95.6 25.3 120.1 31.6 91.3 95.5%95.0%
Field Density Report
Compaction Equipment :
Test Number Test Location Elevation/
Lift
Rod
Depth
SFDR-09
3/9/20
Proctor I.D.
No.
Proctor Data
Erik Lindquist
Measured In Place Compaction Comments
NA Off Site
CAT Scraper Pan, Compactor
Client:
Project Name :
Project Number :
ST-12 (A17, L3) taken
Gauge ModelGauge Number Moisture CountDensity Count
32387 3440 687 2027
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Report Number :
Date (s) :
Test Information
Test Number :DC-12 DC-6 DC-13 DC-14
Nuclear Test Number :ND-60 ND-28 ND-85 ND-94
Location:Acre 17 Acre 15 North Spur North Spur
Depth (ft):3rd Lift Lift 3
Date :3/9/20 8/6/19 20-Sep 20-Sep
Cylinder ID 1 1 1 1
Weight of Cylinder (lbs.)1.28 1.28 1.274 1.274
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.)5.24 5.32 5.64 5.75
Wt. of Cylinder (lbs.)1.28 1.28 1.27 1.27
Wt. of WS 3.96 4.04 4.37 4.48
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 854 826 1 1
Wt. of Tare & WS (gm)359.77 364.41 504.70 489.60
Wt. of Tare & DS (gm)305.68 338.13 481.70 465.60
Wt. of Tare (gm)134.63 133.84 235.70 235.40
Wt. of Water (gm)54.09 26.28 23.00 24.00
Wt. of DS (gm)171.05 204.29 246.00 230.20
Wet Density (pcf):120.1 122.4 132.4 135.7
Moisture Content (%):31.6 12.9 9.3 10.4
Dry Density (pcf):91.2 108.5 121.1 122.9
Geotechnics Representative :Erik Lindquist Checked By:MPS Date:3/11/20
Project Number :2020-019
Client:
Project Name :
LaBella Associates
Cobles C&D LF
SFDR-09
3/9/20
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
ACND-59ND-56ND-58ND-57ND-60SFDR09 - 3.9.20
APPENDIX 3 – RECORD SURVEY DRAWINGS
SURVEY POINT INTERM.
COVER ELEV.
LAYER
THICKNESS
(Ft.)
INFILTRATION
CLAY SOIL ELEV.
LAYER
THICKNESS
(Ft.)
FINAL COVER
ELEV.
TOTAL
THICKNESS SURVEY POINT INTERM.
COVER ELEV.
LAYER
THICKNESS
(Ft.)
INFILTRATION
CLAY SOIL ELEV.
LAYER
THICKNESS
(Ft.)
FINAL COVER
ELEV.
TOTAL
THICKNESS
10213 619.11 2.20 621.31 1.61 622.92 3.81 11455 603.55 1.56 605.11 1.74 606.85 3.30
10729 621.31 11548
10861 622.92 11612
10198 612.95 1.73 614.68 3.87 618.55 5.60 11431 632.48 2.43 634.91 1.76 636.67 4.19
10731 614.68 11529
10898 618.55 11596
10185 602.29 1.50 603.79 3.74 607.53 5.24 11417 646.74 1.55 648.29 1.66 649.95 3.21
10733 603.79 11513
10900 607.53 11579
10215 622.33 1.50 623.83 3.53 627.36 5.03 11428 644.41 1.77 646.18 1.84 648.02 3.61
10744 623.83 11526
10859 627.36 11590
10200 612.74 1.88 614.62 2.64 617.26 4.52 11432 629.57 2.53 632.10 2.07 634.17 4.60
10770 614.62 11530
10929 617.26 11594
10202 616.43 1.50 617.93 1.52 619.45 3.02 11449 611.54 1.87 613.41 1.51 614.92 3.38
10773 617.93 11542
10933 619.45 11606
10158 585.17 3.34 588.51 1.98 590.49 5.32 11456 601.42 2.91 604.33 2.15 606.48 5.06
10754 588.51 11549
10911 590.49 11613
11459 600.25 2.58 602.83 1.64 604.47 4.22
11116 616.43 1.63 618.06 1.74 619.80 3.37 11616
11116STK1 618.06 11448 608.72 1.63 610.35 2.27 612.62 3.90
11116STK2 619.80 11541
11117 614.10 1.75 615.85 1.72 617.57 3.47 11605
11117STK1 615.85 11433 627.19 1.81 629.00 1.69 630.69 3.50
11117STK2 617.57 11531
11118 615.59 1.68 617.26 1.93 619.19 3.61 11595
11118STK1 617.26 11427 640.75 2.25 643.00 1.60 644.60 3.85
11118STK2 619.19 11525
11119 612.68 1.87 614.56 1.67 616.22 3.54 11589
11119STK1 614.56 11426 636.73 2.03 638.76 1.82 640.58 3.85
11119STK2 616.22 11524
11120 611.47 1.60 613.06 1.75 614.82 3.35 11588
11120STK1 613.06 11447 608.57 1.59 610.16 1.99 612.15 3.58
11120STK2 614.82 11540
11122 610.38 1.74 612.11 1.61 613.72 3.34 11604
11122STK1 612.11 11460 598.45 2.19 600.64 1.78 602.42 3.97
11122STK2 613.72 11553
11123 607.43 1.74 609.18 2.04 611.22 3.79 11617
11123_STK 609.18 11463 599.80 1.62 601.42 2.25 603.67 3.87
11123STK1 611.22 11556
11126 605.60 1.53 607.14 1.69 608.82 3.22 11620
11126STK1 607.14 11446 613.34 1.69 615.03 1.62 616.65 3.31
11126STK2 608.82 11539
11127 602.95 1.83 604.78 1.85 606.63 3.68 11603
11127STK1 604.78 11434 626.37 2.26 628.63 1.90 630.53 4.16
11127STK2 606.63 11532
11129 600.44 1.66 602.11 1.51 603.61 3.17 11596
11129STK1 602.11 11425 634.14 2.28 636.42 1.57 637.99 3.85
11129STK2 603.61 11523
11130 598.99 1.68 600.67 1.54 602.21 3.22 11587
11130STK1 600.67 11420 639.21 1.68 640.89 1.51 642.40 3.19
11130STK2 602.21 11516
11132 592.82 1.69 594.51 1.86 596.37 3.55 11582
11132STK1 594.51 11421 631.96 2.25 634.21 1.50 635.71 3.75
11132STK2 596.37 11517
11133 591.69 1.62 593.31 1.54 594.84 3.16 11583
11133STK1 593.31 11424 628.91 1.60 630.51 1.65 632.16 3.25
11133STK2 594.84 11522
11136 595.59 1.87 597.46 1.63 599.09 3.50 11586
11136STK1 597.46 11435 621.89 1.60 623.49 1.75 625.24 3.35
11136STK2 599.09 11533
11139 603.60 1.52 605.12 1.88 607.00 3.40 11597
11139STK1 605.12 11445 613.33 1.77 615.10 1.95 617.05 3.72
11139STK2 607.00 11538
11141 604.96 1.52 606.48 2.33 608.81 3.85 11602
11141_STK 606.48 11464 599.96 1.57 601.53 1.74 603.27 3.31
11141STK1 608.81 11557
11143 608.32 1.59 609.91 1.66 611.57 3.25 11621
11143_STK 609.91 11468 592.84 2.50 595.34 4.26 599.60 6.76
11143STK1 611.57 11561
11144 605.66 1.59 607.26 1.52 608.78 3.12 11623
11144STK1 607.26 11444 608.87 2.00 610.87 1.62 612.49 3.62
11144STK2 608.78 11537
11145 606.42 1.64 608.07 1.97 610.04 3.62 11601
11145STK1 608.07 11436 616.76 1.91 618.67 1.63 620.30 3.54
11145STK2 610.04 11534
11147 609.86 1.69 611.55 1.55 613.10 3.24 11598
11147_STK 611.55 11469 593.13 1.78 594.91 1.55 596.46 3.33
11147STK1 613.10 11562
11150 610.71 2.17 612.88 1.67 614.55 3.83 11629
11150_STK 612.88
11150STK1 614.55 11641 617.16 1.72 618.88 1.50 620.38 3.22
11151 612.75 1.75 614.50 2.28 616.78 4.03 11641_STK 618.88
11151_STK 614.50 11641STKA 620.38
11151STK1 616.78 11642 617.29 1.55 618.84 1.52 620.36 3.07
11154 608.12 1.68 609.80 2.91 612.71 4.59 11642_STK 618.84
11154STK1 609.80 11642STKA 620.36
11154STK2 612.71 11643 615.76 1.52 617.28 2.72 620.00 4.24
11155 612.55 1.96 614.51 1.98 616.50 3.95 11643_STK 617.28
11155_STK 614.51 11643STKA 620.00
11155STK1 616.50 11644 617.44 3.70 621.14 2.34 623.48 6.04
11156 614.94 2.00 616.94 2.09 619.03 4.09 11644_STK 621.14
11156_STK 616.94 11644STKA 623.48
11156STK1 619.03 11645 633.04 4.70 637.74 1.42 639.16 6.12
11157 613.77 1.59 615.35 1.59 616.95 3.18 11645_STK 637.74
AREA 12
AREA 13
AREA 14 and 15
AREA 16
COBLE SANDROCK C&D LANDFILL PHASE 3A PARTIAL CLOSURE
SURVEY POINT INTERM.
COVER ELEV.
LAYER
THICKNESS
(Ft.)
INFILTRATION
CLAY SOIL ELEV.
LAYER
THICKNESS
(Ft.)
FINAL COVER
ELEV.
TOTAL
THICKNESS SURVEY POINT INTERM.
COVER ELEV.
LAYER
THICKNESS
(Ft.)
INFILTRATION
CLAY SOIL ELEV.
LAYER
THICKNESS
(Ft.)
FINAL COVER
ELEV.
TOTAL
THICKNESS
11157STK1 615.35 11645STKA 639.16
11157STK2 616.95 11646 635.03 2.55 637.58 1.67 639.25 4.22
11158 617.93 1.58 619.51 1.70 621.21 3.28 11646_STK 637.58
11158STK1 619.51 11646STKA 639.25
11158STK2 621.21 11647 634.00 1.50 635.50 1.50 637.00 3.00
11160 621.65 1.85 623.50 1.57 625.06 3.41 11647_STK 635.50
11160STK1 623.50 11647STKA 637.00
11160STK2 625.06 11648 632.25 2.03 634.28 1.50 635.78 3.53
11161 621.81 1.94 623.75 1.59 625.34 3.53 11648_STK 634.28
11161STK1 623.75 11648STKA 635.78
11161STK2 625.34 11650 644.14 1.89 646.03 1.51 647.54 3.40
11163 624.29 1.91 626.19 2.78 628.97 4.69 11650_STK 646.03
11163STK1 626.19 11650STKA 647.54
11163STK2 628.97 11651 646.92 1.51 648.43 1.50 649.93 3.01
11172 624.54 1.90 626.44 2.65 629.09 4.55 11651_STK 648.43
11172_STK 626.44 11651STKA 649.93
11172STK1 629.09 11652 645.58 2.53 648.11 1.51 649.62 4.04
11173 624.23 1.73 625.96 2.39 628.36 4.13 11652_STK 648.11
11173_STK 625.96 11652STKA 649.62
11173STK1 628.36 11653 641.21 2.07 643.28 1.99 645.27 4.06
11175 620.54 1.68 622.22 1.56 623.78 3.24 11653_STK 643.28
11175_STK 622.22 11653STKA 645.27
11175STK1 623.78
11176 618.02 1.55 619.57 1.55 621.12 3.10 11664 614.64 1.53 616.17 1.52 617.69 3.05
11176_STK 619.57 11664_18 616.17
11176STK1 621.12 11664_36 617.69
11177 616.80 1.60 618.40 1.76 620.16 3.36 11665 616.58 1.60 618.18 1.86 620.04 3.46
11177_STK 618.40 11665_18 618.18
11177STK1 620.16 11665_36 620.04
11178 615.25 1.66 616.91 1.54 618.45 3.20 11666 612.27 1.57 613.84 1.52 615.36 3.09
11178STK1 616.91 11666_18 613.84
11178STK2 618.45 11666_36 615.36
11180 612.97 1.50 614.47 1.73 616.20 3.24 11669 627.37 1.66 629.03 2.07 631.10 3.73
11180STK1 614.47 11669_18 629.03
11180STK2 616.20 11669_36 631.10
11181 611.68 1.57 613.26 1.65 614.91 3.22 11670 633.33 1.53 634.86 1.58 636.44 3.11
11181_STK 613.26 11670_18 634.86
11181STK1 614.91 11670_36 636.44
11184 609.66 1.54 611.20 1.55 612.75 3.09 11671 626.37 1.53 627.90 2.11 630.01 3.64
11184_STK 611.20 11671_18 627.90
11184STK1 612.75 11671_36 630.01
11185 605.72 1.64 607.36 1.71 609.08 3.36 11674 627.93 1.60 629.53 1.57 631.10 3.17
11185STK1 607.36 11674_18 629.53
11185STK2 609.08 11674_36 631.10
11186 601.10 1.61 602.70 2.14 604.85 3.75 11675 638.80 1.56 640.36 2.11 642.47 3.67
11186_STK 602.70 11675_18 640.36
11186STK1 604.85 11675_36 642.47
11187 600.97 1.88 602.85 3.02 605.87 4.90 11676 645.58 1.51 647.09 1.57 648.66 3.08
11187_STK 602.85 11676_18 647.09
11187STK1 605.87 11676_36 648.66
11188 596.35 1.56 597.90 1.72 599.62 3.27 11679 653.64 1.70 655.34 2.06 657.40 3.76
11188_STK 597.90 11679_18 655.34
11188STK1 599.62 11679_36 657.40
11189 595.00 1.62 596.62 1.51 598.13 3.13 11680 647.00 1.56 648.56 1.53 650.09 3.09
11189STK1 596.62 11680_18 648.56
11189STK2 598.13 11680_36 650.09
11190 592.01 1.55 593.56 1.50 595.06 3.05 11681 632.60 1.53 634.13 2.15 636.28 3.68
11190STK1 593.56 11681_18 634.13
11190STK2 595.06 11681_36 636.28
11193 599.29 1.64 600.93 2.00 602.93 3.64 11682 620.71 1.62 622.33 1.50 623.83 3.12
11193_STK 600.93 11682_18 622.33
11193STK1 602.93 11682_36 623.83
11196 591.38 1.66 593.04 1.51 594.55 3.18 11684 626.38 1.52 627.90 1.50 629.40 3.02
11196STK1 593.04 11684_18 627.90
11196STK2 594.55 11684_36 629.40
11199 591.98 1.71 593.69 2.13 595.82 3.84
11199_STK 593.69
11199STK1 595.82
11200 599.91 1.59 601.51 1.97 603.48 3.56
11200_STK 601.51
11200STK1 603.48
11201 600.36 1.51 601.87 1.70 603.56 3.20
11201_STK 601.87
11201STK1 603.56
11202 592.77 2.62 595.40 2.47 597.86 5.09
11202_STK 595.40
11202STK1 597.86
11205 592.06 2.59 594.65 2.24 596.89 4.83
11205_STK 594.65
11205STK1 596.89
11206 599.17 1.56 600.73 1.53 602.26 3.09
11206_STK 600.73 Jeff Allred, PLS
11206STK1 602.26 Allred Land Surveying, PLLC
11207 598.64 1.62 600.25 1.71 601.96 3.32 Office Address:
11207_STK 600.25 814 D Knox Road McLeansville, NC 27301
11207STK1 601.96 Mailing Address:
11208 595.85 1.55 597.40 1.66 599.05 3.21 8065 Coble Mill Road Snow Camp, NC 27349
11208_STK 597.40 Phone:
11208STK1 599.05 336-684-8202
11209 592.18 1.54 593.72 2.20 595.93 3.75 jallred@allred-surveying.com
11209_STK 593.72
11209STK1 595.93
11216 592.27 2.36 594.63 1.51 596.14 3.87
11216_STK 594.63
11216STK1 596.14
AREA 17
1
Chao, Ming-tai
From:Kemppinen, Hannu <HKemppinen@LaBellaPC.com>
Sent:Friday, June 19, 2020 1:25 PM
To:Chao, Ming-tai
Cc:Deanna Martin (deanna@coblesinc.com); brendalcoble@bellsouth.net; Joyce, Leonard
Subject:[External] 0105-CDFL-1998 2020619 Phase 3A Partial closure Report
Attachments:0105-CDLF-1998 2020-06019 Phase 3A partial Closure Report.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
report.spam@nc.gov
Ming,
On behalf Coble’s CDLF, LaBella has prepared the attached Phase 3A partial closure report for the Solid Waste
Section review. Following the partial closure certification by the Section, we will update the landfill closure and post-
closure care plans, and financial assurance. To prepare these proposed updates, we have asked Coble to prepare
the annual Solid Waste Report 2020 with annual tonnage data and updated survey. These data will be incorporated
to update the closure and post-closure care plans and the annual financial assurance in accordance with 13B
.0546.
Thank you for your assistance with the Coble’s CD landfill operations and finalizing the permit renewal process that
has been underway for quite some time. Should you have questions regarding the submitted report, we are available
to help and provide clarification.
Thank you and have a great summer weekend.
Hannu Kemppinen, PG
LaBella Associates | Senior Project Manager
336-790-2252 direct
336-323-0092 office
336-209-7156 mobile
2211 West Meadowview Road, Suite 101
Greensboro, NC 27407
labellapc.com [labellapc.com]