4116_WIHighPoint_CDLF_PH2B2CQA_DIN26831_20160926

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WI High Point Landfill, LLC – Phase 2B-2 Construction Construction Quality Assurance Report
September 2016 Table of Contents Page i
Phase 2B-2 Construction
WI High Point Landfill, LLC
High Point, North Carolina

Construction Quality Assurance Report

Table of Contents
Page

1.0 OVERVIEW ........................................................................................................................... 1 
2.0 PROJECT DESCRIPTION ..................................................................................................... 1 
2.1 General ...................................................................................................................... 1 
2.2 Reference Documents ............................................................................................... 1 
2.3 Project Participants ................................................................................................... 2 
2.3.1 Owner ............................................................................................................ 2 
2.3.2 Engineer/CQA Engineer ................................................................................ 2 
2.3.3 CQA Testing - Earthwork, Geosynthetics, & Construction Monitoring ....... 2 
2.3.4 Contractor ..................................................................................................... 2 
2.3.5 Surveyor ......................................................................................................... 3 
3.0 SUMMARY OF CONSTRUCTION ACTIVITIES ....................................................................... 3 
3.1 Well Abandonment .................................................................................................... 3 
3.2 Site Preparation......................................................................................................... 3 
3.3 Erosion and Sedimentation Control Measures ........................................................ 3 
3.4 Excavation and Embankment .................................................................................... 4 
3.5 Prepared Subgrade ................................................................................................... 4 
3.6 Subgrade .................................................................................................................... 4 
4.0 CQA PROGRAM ................................................................................................................... 4 
4.1 Scope of Services ...................................................................................................... 4 
5.0 MODIFICATIONS .................................................................................................................. 4 
6.0 RECORD DRAWINGS ........................................................................................................... 5
7.0 PROJECT CERTIFICATION .................................................................................................. 5
7.1 Engineer’s Certification ............................................................................................ 5 
7.2 Geologist’s Certification ............................................................................................ 5 

FIGURES
Figure 1 Cell Certification Limits

TABLES
Table 1 Project Milestones

WI High Point Landfill, LLC – Phase 2B-2 Construction Construction Quality Assurance Report
September 2016 Table of Contents Page ii
APPENDICES
Appendix A Reference Documents (Permits)
Appendix B Photographic Log
Appendix C Subgrade Inspection, Piezometer Abandonment, and Well Installation
Information
Appendix D Record Drawings

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10/25/201610/25/2016
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DRAWN:APPROVED:SCALE:DATE:PROJECT NO.:FIGURE NO.:FILE NAME:
PREPARED FOR:PREPARED BY:
SMITH
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
GARDNER+
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© 2014 Smith Gardner, Inc.
WI HIGH POINT LANDFILL, LLC
HIGH POINT C&D LANDFILL
PHASE 2B-2
LIMITS OF CERTIFICATION
C.T.J.S.A.S. AS SHOWN WIHIGHPOINT 16-2 1 WI-A1199Sep 2016
0 150'300'
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MEMORANDUM

Date: September 12, 2016
To: Stacey A. Smith, P.E.
Smith Gardner, Inc.
From: Joan A. Smyth, P.G.
Smith Gardner, Inc.
RE: Subgrade Inspection – Phase 2B-2
Waste Industries High Point C&D Landfill, High Point, North Carolina

On August 31, 2016, I visited the Waste Industries High Point C&D Landfill to inspect the
subgrade of Phase 2B-2. During each inspection I found the soil types were consistent with
those encountered during drilling for site permitting. A relatively small area of the sideslope
adjacent to the existing landfill contained portions of partially weathered rock just at, or
slightly above, subgrade. Based on my observations, I certify that the subgrade soils are
materially consistent with the soil types found during the site investigation.

_______________________
Joan A. Smyth, P.G.

* * * * * * * *

September 22, 2016

Ms. Christine Ritter
Hydrogeologist
North Carolina Department of Environmental Quality
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646

RE: Phase 2B-2 Well Abandonment
WI High Point C&D Landfill
High Point, North Carolina

Dear Ms. Ritter:

Smith Gardner, Inc. (S+G) recently completed the well abandonment for wells related to the
Phase 2B-2 landfill unit at the WI High Point Construction and Demolition (C&D) Landfill, on
behalf of WI High Point, LLC, a wholly owned subsidiary of Waste Industries USA, Inc. The
following is a summary of the abandonment activities for this site.

Well Abandonment

Construction on Phase 2B- 2 at the WI High Point C&D Landfill is planned to commence the
last week of July 2016. Two wells located in the Phase 2B-2 footprint (P-16 and P-29), and
one well located near the creek just outside the surrounding construction zone (HA-5) were
abandoned on July 22, 2016. Please note that although well HA-5 is not located in the
planned construction zone, it was considered close enough to warrant abandonment prior to
construction activities. Well locations are shown on FFigure 1.

On July 22, 2016 S+G personnel met personnel from Geologic Exploration, Inc.1 on site, for
well abandonment. Abandonment depths for PZ-16, P-29 and HA-5 were 7ft below ground
surface (bgs), 27ft bgs and 2.5ft bgs, respectively. All three wells were properly abandoned
in accordance with 2C Standards, by removal of the outer casing and as much pipe as
possible, then grouting to the ground surface with a bentonite slurry and cement. The well
abandonment records are provided in AAttachment 1.

1 Geologic Exploration, Inc. 176 Commerce Blvd, Statesville, NC 28677
Ms. Ritter
September 22, 2016
Page 2 of 2

Please contact us at [phone] or by e-mail below if you have any questions or require
any additional information.

Sincerely,
SMITH GARDNER, INC.

Madeline German, P.G. Joan A. Smyth, P.G.
Project Geologist Senior Hydrogeologist
[e-mail] [e-mail]

Attachment Figure 1 – Groundwater Well Abandonment Locations
Attachment A – Well Abandonment Records

cc: Seth Heath, Waste Industries
Stacey Smith, P.E. – S+G
File

H:\Projects\WI High Point Landfill (C&D)\WIHIGHPOINT-16-2 (Phase 2B-2)\Well Abandonment\Phase 2 Cell2-Well
abandonment letter.docx

Figure

SMITH GARDNER+
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© 2016 Smith Gardner, Inc.
WI HIGHPOINT LANDFILL, LLC
HIGH POINT C&D LANDFILL PHASE 2B-2
WELL ABANDONMENT LOCATIONS
T.R.S M.M.G. AS SHOWN WI HIGHPOINT 16-2 FIG. 1 WI-B1192Jul 2016

Attachment A

5

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1

July 14, 2016

Project No. 2016-724-001

Mr. Stacey Smith, P.E.
Smith + Gardner,Inc.
14 N. Boylan Ave.
Raleigh, NC 27603

[e-mail]

Transmittal
Laboratory Test Results
W.I. High Point Phase 2B-2

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 [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:TP-1
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):N/A
Project No.: 2016-724-001 Sample No.: 1
Lab ID:2016-724-001-001 Soil Description:LIGHT BROWN SILTY CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number Z-4 LV U
Wt. of Tare & Wet Sample (g) 27.88 30.84 27.47 L
Wt. of Tare & Dry Sample (g) 25.58 27.77 24.74 T
Wt. of Tare (g)15.53 15.17 15.21 I
Wt. of Water (g)2.3 3.1 2.7 P
Wt. of Dry Sample (g)10.1 12.6 9.5 O
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Moisture Content (%)22.9 24.4 28.6 N
Number of Blows 37 25 14 T
Plastic Limit Test 1 2 Range Test Results
Tare Number A-Q P Liquid Limit (%) 25
Wt. of Tare & Wet Sample (g) 23.68 21.58
Wt. of Tare & Dry Sample (g) 22.32 20.56 Plastic Limit (%) 19
Wt. of Tare (g) 15.42 15.14
Wt. of Water (g) 1.4 1.0 Plasticity Index (%) 6
Wt. of Dry Sample (g) 6.9 5.4
USCS Symbol CL-ML
Moisture Content (%) 19.7 18.8 0.9
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By NE Date 7/12/16 Checked By SFS Date 7/13/16
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 6913-04 / ASTM D 422-63 (2007) without Hydrometer
Client:SMITH + GARDNER, INC.Boring No.:TP-1
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):N/A
Project No.: 2016-724-001 Sample No.: 1
Lab ID: 2016-724-001-001 Soil Color:LIGHT BROWN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SC-SM, TESTED
USCS Classification:SILTY, CLAYEY SAND
Tested By JS Date 7/12/16 Checked By SFS Date 7/12/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
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12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 6913-04 / ASTM D 422-63 (2007) without Hydrometer
Client:SMITH + GARDNER, INC.Boring No.:TP-1
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):N/A
Project No.: 2016-724-001 Sample No.: 1
Lab ID: 2016-724-001-001 Soil Color:LIGHT BROWN
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.NE-05 Tare No.NA
Wt. of Tare & Wet Sample (g) 910.60 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 865.98 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)228.81 Weight of Tare (g)NA
Weight of Water (g)44.62 Weight of Water (g)NA
Weight of Dry Sample (g) 637.17 Weight of Dry Sample (g)NA
Moisture Content (%)7.0 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)637.17
Dry Weight of - 3/4" Sample (g) 442.3 Weight of - #200 Sample (g)194.86
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)442.31
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
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" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 4.18 0.66 0.66 99.34 99.34
#10 2.00 35.12 5.51 6.17 93.83 93.83
#20 0.850 112.25 17.62 23.78 76.22 76.22
#40 0.425 114.71 18.00 41.79 58.21 58.21
#60 0.250 79.80 12.52 54.31 45.69 45.69
#140 0.106 78.67 12.35 66.66 33.34 33.34
#200 0.075 17.58 2.76 69.42 30.58 30.58
Pan -194.86 30.58 100.00 --
Tested By JS Date 7/12/16 Checked By SFS Date 7/12/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

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MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: TP-1
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft): N/A
Project No.:2016-724-001 Sample No.: 1
Lab ID:2016-724-001-001 Test Method STANDARD
Visual Description: LIGTH BROWN SILTY CLAYEY SAND
Optimum Water Content 12.4
Maximum Dry Density 118.1
Tested By NPL Date 7/13/16 Checked By SFS Date 7/14/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
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Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: TP-1
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft): N/A
Project No.:2016-724-001 Sample No.: 1
Lab ID:2016-724-001-001
Visual Description: LIGTH BROWN SILTY CLAYEY SAND
Total Weight of the Sample (g) 20950 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" NA Machine ID R 174
Percent Retained on 3/8" NA Mold ID R 461
Percent Retained on #4 NA Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4154
Procedure Used A Volume of the Mold (cm3)942
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)5899 6036 6154 6158 6111
Wt.of Mold (g)4154 4154 4154 4154 4154
Wt. of Wet Sample (g)1745 1882 2000 2004 1957
Mold Volume (cm3)942 942 942 942 942
Moisture Content / Density
Tare Number SS-1 SS-9 SS-4 SS-0 SS-5
Wt. of Tare & Wet Sample (g)394.70 420.50 401.40 420.10 499.90
Wt. of Tare & Dry Sample (g)378.20 393.60 368.40 378.70 438.70
Wt. of Tare (g)99.60 101.00 98.70 100.40 99.30
Wt. of Water (g)16.50 26.90 33.00 41.40 61.20
Wt. of Dry Sample (g)278.60 292.60 269.70 278.30 339.40
Wet Density (g/cm3)1.85 2.00 2.12 2.13 2.08
Wet Density (pcf) 115.6 124.7 132.5 132.8 129.7
Moisture Content (%) 5.9 9.2 12.2 14.9 18.0
Dry Density (pcf) 109.1 114.2 118.1 115.6 109.8
Zero Air Voids
Moisture Content (%)12.2 14.9 20.0
Dry Unit Weight (pcf)126.6 120.2 109.4
Tested By NPL Date 7/13/16 Checked By SFS Date 7/14/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):N/A
Project No.: 2016-724-001 Sample No.: 2
Lab ID:2016-724-001-002 Soil Description:RED LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number A-M A-F 2M U
Wt. of Tare & Wet Sample (g) 32.30 30.61 31.11 L
Wt. of Tare & Dry Sample (g) 27.01 25.74 25.76 T
Wt. of Tare (g)15.33 15.38 15.54 I
Wt. of Water (g)5.3 4.9 5.4 P
Wt. of Dry Sample (g)11.7 10.4 10.2 O
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Moisture Content (%)45.3 47.0 52.3 N
Number of Blows 34 26 14 T
Plastic Limit Test 1 2 Range Test Results
Tare Number B3 B Liquid Limit (%) 48
Wt. of Tare & Wet Sample (g) 22.10 21.90
Wt. of Tare & Dry Sample (g) 21.08 20.81 Plastic Limit (%) 19
Wt. of Tare (g) 15.75 15.15
Wt. of Water (g) 1.0 1.1 Plasticity Index (%) 29
Wt. of Dry Sample (g) 5.3 5.7
USCS Symbol CL
Moisture Content (%) 19.1 19.3 -0.1
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By HM Date 7/12/16 Checked By SFS Date 7/13/16
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC Boring No. STOCKPILE
Client Reference WI HIGH POINT PH.2B-2 Depth (ft) N/A
Project No. 2016-724-001 Sample No. 2
Lab ID 2016-724-001-002 Soil Color RED
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol CL, TESTED
USCS Classification SANDY LEAN CLAY
Tested By JKS Date 7/12/16 Checked By SFS Date 7/12/16
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-001-002 J-SIEVEON.xls]Sheet1
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12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC Boring No.STOCKPILE
Client Reference WI HIGH POINT PH.2B-2 Depth (ft)N/A
Project No.2016-724-001 Sample No. 2
Lab ID 2016-724-001-002 Soil Color RED
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.NE-02 Tare No.AF-10
Wgt.Tare + Wet Specimen (gm) 1098.66 Wgt.Tare + Wet Specimen (gm)601.88
Wgt.Tare + Dry Specimen (gm) 969.77 Wgt.Tare + Dry Specimen (gm)597.00
Weight of Tare (gm)228.16 Weight of Tare (gm)227.15
Weight of Water (gm)128.89 Weight of Water (gm)4.88
Weight of Dry Soil (gm)741.61 Weight of Dry Soil (gm)369.85
Moisture Content (%)17.4 Moisture Content (%)1.3
Wet Weight -3/4" Sample (gm) 17675.3 Weight of the Dry Specimen (gm)741.61
Dry Weight - 3/4" Sample (gm) 15058.2 Weight of minus #200 material (gm)448.23
Wet Weight +3/4" Sample (gm) 362.99 Weight of plus #200 material (gm)293.38
Dry Weight + 3/4" Sample (gm) 358.26
Total Dry Weight Sample (gm) 15416.5 J - Factor (Percent Finer than 3/4")0.9768
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer (gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 0.00 ( * ) 0.0 0.0 100.0 100.0
1 1/2" 37.5 113.01 0.7 0.7 99.3 99.3
1" 25 53.06 0.3 1.1 98.9 98.9
3/4" 19 196.92 1.3 2.3 97.7 97.7
1/2" 12.5 21.88 3.0 3.0 97.0 94.8
3/8" 9.5 6.75 0.9 3.9 96.1 93.9
#4 4.75 29.06 3.9 7.8 92.2 90.1
#10 2 26.52 3.6 11.4 88.6 86.6
#20 0.85 36.46 ( ** ) 4.9 16.3 83.7 81.8
#40 0.425 40.49 5.5 21.7 78.3 76.5
#60 0.25 39.77 5.4 27.1 72.9 71.2
#140 0.106 73.79 9.9 37.0 63.0 61.5
#200 0.075 18.66 2.5 39.6 60.4 59.0
Pan -448.23 60.4 100.0 --
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 Specimen
Tested By JKS Date 7/12/16 Checked By SFS Date 7/12/16
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-001-002 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft): N/A
Project No.:2016-724-001 Sample No.: 2
Lab ID:2016-724-001-002 Test Method STANDARD
Visual Description: ORANGE SANDY LEAN CLAY
Optimum Water Content 17.6
Maximum Dry Density 107.8
Tested By TB Date 7/12/16 Checked By SFS Date 7/13/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
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Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft): N/A
Project No.:2016-724-001 Sample No.: 2
Lab ID:2016-724-001-002
Visual Description: ORANGE SANDY LEAN CLAY
Total Weight of the Sample (g) 18050 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" 2 Machine ID R 174
Percent Retained on 3/8" 4 Mold ID R 173
Percent Retained on #4 NA Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)5526
Procedure Used C Volume of the Mold (cm3)2119
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)9412 9689 9850 9842 9645
Wt.of Mold (g)5526 5526 5526 5526 5526
Wt. of Wet Sample (g)3886 4163 4324 4316 4119
Mold Volume (cm3)2119 2119 2119 2119 2119
Moisture Content / Density
Tare Number 399 305 398 300 314
Wt. of Tare & Wet Sample (g)380.80 392.70 387.60 414.60 372.10
Wt. of Tare & Dry Sample (g)350.80 353.00 340.80 363.40 319.30
Wt. of Tare (g)87.20 84.60 84.00 110.80 84.30
Wt. of Water (g)30.00 39.70 46.80 51.20 52.80
Wt. of Dry Sample (g)263.60 268.40 256.80 252.60 235.00
Wet Density (g/cm3)1.83 1.96 2.04 2.04 1.94
Wet Density (pcf) 114.4 122.6 127.3 127.1 121.3
Moisture Content (%) 11.4 14.8 18.2 20.3 22.5
Dry Density (pcf) 102.7 106.8 107.7 105.7 99.0
Zero Air Voids
Moisture Content (%)16.0 20.3 25.0
Dry Unit Weight (pcf)117.7 108.9 100.6
Tested By TB Date 7/12/16 Checked By SFS Date 7/13/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1

August 22, 2016

Project No. 2016-724-002

Mr. Stacey Smith, P.E.
Smith + Gardner,Inc.
14 N. Boylan Ave.
Raleigh, NC 27603

[e-mail]

Transmittal
Laboratory Test Results
W.I. High Point Phase 2B-2

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 [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):NA
Project No.: 2016-724-002 Sample No.: S-1
Lab ID:2016-724-002-001 Soil Description:RED BROWN FAT CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number L Z-4 W-2 U
Wt. of Tare & Wet Sample (g) 27.49 24.87 26.43 L
Wt. of Tare & Dry Sample (g) 23.58 21.73 22.61 T
Wt. of Tare (g)15.15 15.51 15.75 I
Wt. of Water (g)3.9 3.1 3.8 P
Wt. of Dry Sample (g)8.4 6.2 6.9 O
I
Moisture Content (%)46.4 50.5 55.7 N
Number of Blows 35 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number A-L A-O Liquid Limit (%) 50
Wt. of Tare & Wet Sample (g) 21.40 21.40
Wt. of Tare & Dry Sample (g) 20.35 20.37 Plastic Limit (%) 21
Wt. of Tare (g) 15.45 15.34
Wt. of Water (g) 1.1 1.0 Plasticity Index (%) 29
Wt. of Dry Sample (g) 4.9 5.0
USCS Symbol CH
Moisture Content (%) 21.4 20.5 1.0
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By NE Date 8/11/16 Checked By AF Date 8/12/16
page 1 of 1 DCN:CT-S4B DATE:3/18/13 REVISION:4 3ptlimit.xls
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CL CH
MH
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

SIEVE ANALYSIS
ASTM D 422-63 (2007)/AASHTO T88-00 SOP-S3
Client: Smith + Gardner, Inc. Boring No.: Stockpile
Client Reference: WI High Point PH.2B-2 Depth (ft): NA
Project No.: 2016-724-002 Sample No.: S-1
Lab ID: 2016-724-002-001 Soil Color: Orange

SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol:
CH, TESTED

USCS Classification:
SANDY FAT CLAY WITH GRAVEL

Tested By AF Date 8/9/16 Checked By CLK Date 8/10/16
page 1 of 2 DCN: CT-S3A DATE 10-03-07 REVISION 4Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-001 Grain SieveJ.xls]Raw Data
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50
60
70
80
90
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Particle Diameter (mm)
12" 6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)/AASHTO T88-00 SOP-S3
Client:Smith + Gardner, Inc.Boring No.: Stockpile
Client Reference: WI High Point PH.2B-2 Depth (ft): NA
Project No.: 2016-724-002 Sample No.: S-1
Lab ID: 2016-724-002-001 Soil Color: Orange

Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.:835 Tare No.:841
Wt. of Tare & Wet Sample (g): 998.00 Weight of Tare & Wet Sample (g):998.63
Wt. of Tare & Dry Sample (g): 936.57 Weight of Tare & Dry Sample (g):986.17
Weight of Tare (g):256.07 Weight of Tare (g):260.00
Weight of Water (g):61.43 Weight of Water (g):12.46
Weight of Dry Soil (g):680.50 Weight of Dry Soil (g):726.17
Moisture Content (%):9.0 Moisture Content (%):1.7
Wet Weight of -3/4" Sample (g): 22100 Weight of the Dry Sample (g):680.50
Dry Weight of - 3/4" Sample (g): 20270.2 Weight of minus #200 Material (g):443.81
Wet Weight of +3/4" Sample (g): 680.34 Weight of plus #200 Material (g):236.69
Dry Weight of + 3/4" Sample (g): 668.86
Total Dry Weight of Sample (g): 20939.0 J - Factor (Percent Finer than 3/4"):0.9681
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" 37.5 161.48 0.76 0.76 99.24 99.24
1" 25 248.11 1.16 1.92 98.08 98.08
3/4" 19 270.75 1.27 3.19 96.81 96.81
1/2" 12.5 49.53 7.28 7.28 92.72 89.76
3/8" 9.5 12.53 1.84 9.12 90.88 87.98
#4 4.75 27.12 3.99 13.11 86.89 84.12
#10 2 24.29 3.57 16.67 83.33 80.66
#20 0.85 31.24 ( ** ) 4.59 21.27 78.73 76.22
#40 0.425 34.17 5.02 26.29 73.71 71.36
#60 0.25 30.54 4.49 30.77 69.23 67.01
#140 0.106 25.84 3.80 34.57 65.43 63.34
#200 0.075 1.43 0.21 34.78 65.22 63.13
Pan -443.81 65.22 100.00 --
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 Specimen
Tested By AF Date 8/9/16 Checked By CLK Date 8/10/16
page 2 of 2 DCN: CT-S3A DATE 10-03-07 REVISION 4Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-001 Grain SieveJ.xls]Raw Data

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH2B-2 Depth (ft): NA
Project No.:2016-724-002 Sample No.: S-1
Lab ID:2016-724-002-001 Test Method STANDARD
Visual Description: RED CLAY AND ROCK FRAGMENTS
Optimum Water Content 18.2
Maximum Dry Density 105.6
Tested By NPL Date 8/8/2016 Checked By MPS Date 8/10/2016
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
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Specific Gravity 2.70
Assumed
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH2B-2 Depth (ft): NA
Project No.:2016-724-002 Sample No.: S-1
Lab ID:2016-724-002-001
Visual Description: RED CLAY AND ROCK FRAGMENTS
Total Weight of the Sample (g)22800 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" NA Machine ID R 174
Percent Retained on 3/8" NA Mold ID R 173
Percent Retained on #4 NA Mold diameter 6
Oversize Material Not included Weight of the Mold (g)5518
Procedure Used C Volume of the Mold (cm3)2119
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)9242 9515 9716 9795 9697
Wt.of Mold (g) 5518 5518 5518 5518 5518
Wt. of Wet Sample (g)3724 3996 4197 4277 4179
Mold Volume (cm3)2119 2119 2119 2119 2119
Moisture Content / Density
Tare Number TB03 TB05 TB08 TB02 TB09
Wt. of Tare & Wet Sample (g)481.60 475.80 491.00 463.70 457.90
Wt. of Tare & Dry Sample (g)444.06 432.65 438.61 407.76 396.05
Wt. of Tare (g)133.80 134.90 135.40 134.80 134.00
Wt. of Water (g)37.54 43.15 52.39 55.94 61.85
Wt. of Dry Sample (g)310.26 297.75 303.21 272.96 262.05
Wet Density (g/cm3)1.76 1.89 1.98 2.02 1.97
Wet Density (pcf) 109.6 117.7 123.6 125.9 123.0
Moisture Content (%) 12.1 14.5 17.3 20.5 23.6
Dry Density (pcf) 97.8 102.8 105.4 104.5 99.5
Zero Air Voids
Moisture Content (%)17.3 20.5 23.6
Dry Unit Weight (pcf)114.9 108.5 102.9
Tested By NPL Date 8/8/16 Checked By MPS Date 8/10/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):NA
Project No.: 2016-724-002 Sample No.: S-2
Lab ID:2016-724-002-002 Soil Description:RED FAT CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number 4M A-Q W U
Wt. of Tare & Wet Sample (g) 27.57 27.25 29.21 L
Wt. of Tare & Dry Sample (g) 22.87 22.49 23.23 T
Wt. of Tare (g)15.56 15.42 15.06 I
Wt. of Water (g)4.7 4.8 6.0 P
Wt. of Dry Sample (g)7.3 7.1 8.2 O
I
Moisture Content (%)64.3 67.3 73.2 N
Number of Blows 34 26 14 T
Plastic Limit Test 1 2 Range Test Results
Tare Number A-C A-I Liquid Limit (%) 68
Wt. of Tare & Wet Sample (g) 20.50 20.92
Wt. of Tare & Dry Sample (g) 19.58 19.92 Plastic Limit (%) 22
Wt. of Tare (g) 15.50 15.38
Wt. of Water (g) 0.9 1.0 Plasticity Index (%) 46
Wt. of Dry Sample (g) 4.1 4.5
USCS Symbol CH
Moisture Content (%) 22.5 22.0 0.5
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By HM Date 8/15/16 Checked By GEM Date 8/17/16
page 1 of 1 DCN:CT-S4B DATE:3/18/13 REVISION:4 3ptlimit.xls
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft) N/A
Project No. 2016-724-002 Sample No. S-2
Lab ID 2016-724-002-002 Soil Color RED
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol CH, TESTED
USCS Classification FAT CLAY WITH SAND
Tested By TB Date 8/12/16 Checked By SFS Date 8/17/16
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-002 J-SIEVEON.xls]Sheet1
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40
50
60
70
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90
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B
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W
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Particle Diameter (mm)
12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft)N/A
Project No.2016-724-002 Sample No. S-2
Lab ID 2016-724-002-002 Soil Color RED
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.835 Tare No.842
Wgt.Tare + Wet Specimen (gm) 804.75 Wgt.Tare + Wet Specimen (gm)383.05
Wgt.Tare + Dry Specimen (gm) 717.02 Wgt.Tare + Dry Specimen (gm)378.54
Weight of Tare (gm)256.08 Weight of Tare (gm)256.26
Weight of Water (gm)87.73 Weight of Water (gm)4.51
Weight of Dry Soil (gm)460.94 Weight of Dry Soil (gm)122.28
Moisture Content (%)19.0 Moisture Content (%)3.7
Wet Weight -3/4" Sample (gm) 19873.2 Weight of the Dry Specimen (gm)460.94
Dry Weight - 3/4" Sample (gm) 16695.6 Weight of minus #200 material (gm)393.32
Wet Weight +3/4" Sample (gm) 121.15 Weight of plus #200 material (gm)67.62
Dry Weight + 3/4" Sample (gm) 116.84
Total Dry Weight Sample (gm) 16812.4 J - Factor (Percent Finer than 3/4")0.9931
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer (gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 0.00 ( * ) 0.0 0.0 100.0 100.0
1 1/2" 37.5 0.00 0.0 0.0 100.0 100.0
1" 25 74.18 0.4 0.4 99.6 99.6
3/4" 19 46.97 0.3 0.7 99.3 99.3
1/2" 12.5 0.00 0.0 0.0 100.0 99.3
3/8" 9.5 0.00 0.0 0.0 100.0 99.3
#4 4.75 1.48 0.3 0.3 99.7 99.0
#10 2 5.92 1.3 1.6 98.4 97.7
#20 0.85 12.11 ( ** ) 2.6 4.2 95.8 95.1
#40 0.425 15.24 3.3 7.5 92.5 91.8
#60 0.25 13.12 2.8 10.4 89.6 89.0
#140 0.106 17.60 3.8 14.2 85.8 85.2
#200 0.075 2.15 0.5 14.7 85.3 84.7
Pan -393.32 85.3 100.0 --
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 Specimen
Tested By TB Date 8/12/16 Checked By SFS Date 8/17/16
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-002 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): NA
Project No.:2016-724-002 Sample No.: S-2
Lab ID:2016-724-002-002 Test Method STANDARD
Visual Description: RED FAT CLAY WITH SAND
Optimum Water Content 26.0
Maximum Dry Density 94.3
Tested By NPL Date 8/12/16 Checked By GEM Date 8/17/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
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Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): NA
Project No.:2016-724-002 Sample No.: S-2
Lab ID:2016-724-002-002
Visual Description: RED FAT CLAY WITH SAND
Total Weight of the Sample (g) 20000 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 R 174
Percent Retained on 3/8" 1 Mold ID R 461
Percent Retained on #4 1 Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4152
Procedure Used A Volume of the Mold (cm3)942
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)5806 5892 5953 5932 5899
Wt.of Mold (g)4152 4152 4152 4152 4152
Wt. of Wet Sample (g)1654 1740 1801 1780 1747
Mold Volume (cm3)942 942 942 942 942
Moisture Content / Density
Tare Number 368 312 304 866 305
Wt. of Tare & Wet Sample (g)465.20 467.80 447.70 436.60 444.90
Wt. of Tare & Dry Sample (g)406.10 395.60 376.40 354.30 356.00
Wt. of Tare (g)110.70 84.20 110.30 86.60 84.50
Wt. of Water (g)59.10 72.20 71.30 82.30 88.90
Wt. of Dry Sample (g)295.40 311.40 266.10 267.70 271.50
Wet Density (g/cm3)1.76 1.85 1.91 1.89 1.85
Wet Density (pcf) 109.6 115.3 119.3 117.9 115.7
Moisture Content (%) 20.0 23.2 26.8 30.7 32.7
Dry Density (pcf) 91.3 93.6 94.1 90.2 87.2
Zero Air Voids
Moisture Content (%)28.0 31.0 35.0
Dry Unit Weight (pcf)95.9 91.7 86.6
Tested By NPL Date 8/12/16 Checked By GEM Date 8/17/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):NA
Project No.: 2016-724-002 Sample No.: S-3
Lab ID:2016-724-002-003 Soil Description:ORANGE LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number 4M A-Q A-I U
Wt. of Tare & Wet Sample (g) 26.05 26.16 25.91 L
Wt. of Tare & Dry Sample (g) 23.05 22.96 22.59 T
Wt. of Tare (g)15.56 15.41 15.37 I
Wt. of Water (g)3.0 3.2 3.3 P
Wt. of Dry Sample (g)7.5 7.6 7.2 O
I
Moisture Content (%)40.1 42.4 46.0 N
Number of Blows 35 26 16 T
Plastic Limit Test 1 2 Range Test Results
Tare Number AC W Liquid Limit (%) 43
Wt. of Tare & Wet Sample (g) 21.48 21.41
Wt. of Tare & Dry Sample (g) 20.38 20.25 Plastic Limit (%) 22
Wt. of Tare (g) 15.50 15.08
Wt. of Water (g) 1.1 1.2 Plasticity Index (%) 21
Wt. of Dry Sample (g) 4.9 5.2
USCS Symbol CL
Moisture Content (%) 22.5 22.4 0.1
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By NE Date 8/11/16 Checked By AF Date 8/12/16
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft) N/A
Project No. 2016-724-002 Sample No. S-3
Lab ID 2016-724-002-003 Soil Color ORANGE
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol CL, TESTED
USCS Classification SANDY LEAN CLAY
Tested By BW Date 8/22/16 Checked By GEM Date 8/22/16
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Particle Diameter (mm)
12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft)N/A
Project No.2016-724-002 Sample No. S-3
Lab ID 2016-724-002-003 Soil Color ORANGE
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.AF-10 Tare No.214
Wgt.Tare + Wet Specimen (gm) 1002.23 Wgt.Tare + Wet Specimen (gm)1543.56
Wgt.Tare + Dry Specimen (gm) 926.42 Wgt.Tare + Dry Specimen (gm)1524.46
Weight of Tare (gm)227.14 Weight of Tare (gm)171.33
Weight of Water (gm)75.81 Weight of Water (gm)19.10
Weight of Dry Soil (gm)699.28 Weight of Dry Soil (gm)1353.13
Moisture Content (%)10.8 Moisture Content (%)1.4
Wet Weight -3/4" Sample (gm) 21928 Weight of the Dry Specimen (gm)699.28
Dry Weight - 3/4" Sample (gm) 19783.3 Weight of minus #200 material (gm)417.06
Wet Weight +3/4" Sample (gm) 1332.48 Weight of plus #200 material (gm)282.22
Dry Weight + 3/4" Sample (gm) 1313.93
Total Dry Weight Sample (gm) 21097.2 J - Factor (Percent Finer than 3/4")0.9377
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer (gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 650.57 ( * ) 3.0 3.0 97.0 97.0
1 1/2" 37.5 0.00 0.0 3.0 97.0 97.0
1" 25 161.12 0.8 3.8 96.2 96.2
3/4" 19 520.79 2.4 6.2 93.8 93.8
1/2" 12.5 5.57 0.8 0.8 99.2 93.0
3/8" 9.5 18.37 2.6 3.4 96.6 90.6
#4 4.75 24.87 3.6 7.0 93.0 87.2
#10 2 31.42 4.5 11.5 88.5 83.0
#20 0.85 42.00 ( ** ) 6.0 17.5 82.5 77.4
#40 0.425 45.96 6.6 24.1 75.9 71.2
#60 0.25 46.55 6.7 30.7 69.3 65.0
#140 0.106 59.68 8.5 39.2 60.8 57.0
#200 0.075 7.80 1.1 40.4 59.6 55.9
Pan -417.06 59.6 100.0 --
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 Specimen
Tested By BW Date 8/22/16 Checked By GEM Date 8/22/16
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-003 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D 4718, D 698-91 (SOP-S12,S39)
ASTM D 4718-87, D 698-07e1
Client SMITH + GARDNER, INC.Boring No.stockpile
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft)NA
Project No.2016-724-002 Sample No.S-3
Lab ID 2016-724-002-003 Test Method STANDARD
Visual Description ORANGE SANDY LEAN CLAY
Optimum Water Content 17.0 Corrected Water Content 16.0
Maximum Dry Density 110.0 Corrected Dry Density 111.8
Tested By TB Date 8/19/16 Checked By GEM Date 8/22/16
page 1 of 2 DCN:CT-S 39 DATE:2/28/01 Revision 6Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-003 Proctor rock correction.xls]Sheet1
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Bulk Sp. Gravity
2.70
Assumed
2.44Measured

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D 4718, D 698-91 (SOP-S12,S39)
ASTM D 4718-87, D 698-07e1
Client SMITH + GARDNER, INC. Boring No.stockpile
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft)NA
Project No.2016-724-002 Sample No.S-3
Lab ID 2016-724-002-003
Visual Description ORANGE SANDY LEAN CLAY
Total Weight of the Sample (gm)23200 TestType STANDARD
As Received Water Content(%)NA Rammer Weight (lbs)5.5
Assumed Specific Gravity(gm/cc)2.70 Rammer Drop (in)12
Rammer Type Mechanical
Percent Retained on 3/4" (Dry)5.90 Machine ID R 174
Percent Retained on 3/8" (Dry)NA Mold ID R 173
Percent Retained on #4 (Dry) NA Mold diameter 6"
Oversize Material Not included Weight of the Mold 5526
Procedure Used C Volume Of the Mold 2119
Mold/Specimen
Point No.1 2 3 4 5
Wt. of Mold & WS (gm)9425 9746 9910 9884 9776
Wt.of Mold (gm)5526 5526 5526 5526 5526
Wt. of WS 3899 4220 4384 4358 4250
Mold Volume (cc)2119 2119 2119 2119 2119
Moisture Content/Density
Tare Number 348 368 300 399 305
Wt. of Tare & WS (gm)385.40 411.50 418.50 366.40 383.80
Wt. of Tare & DS (gm)357.20 374.00 372.70 320.60 328.90
Wt. of Tare (gm)84.00 111.10 110.80 87.20 84.70
Wt. of Water (gm)28.20 37.50 45.80 45.80 54.90
Wt. of DS (gm)273.20 262.90 261.90 233.40 244.20
Wet Density (gm/cc)1.84 1.99 2.07 2.06 2.01
Wet Density (pcf)114.8 124.2 129.1 128.3 125.1
Moisture Content (%) 10.3 14.3 17.5 19.6 22.5
Dry Density (pcf) 104.1 108.7 109.9 107.3 102.2
Zero Air Voids
Moisture Content (%)18.0 21.0 24.5
Dry Unit Weight (pcf)113.4 107.5 101.4
Tested By TB Date 8/19/16 Checked By GEM Date 8/22/16
page 2 of 2 DCN:CT-S 39 DATE:2/28/01 Revision 6Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-003 Proctor rock correction.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):NA
Project No.: 2016-724-002 Sample No.: S-4
Lab ID:2016-724-002-004 Soil Description:ORANGE LEAN CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number BB KF U
Wt. of Tare & Wet Sample (g) 27.02 26.16 27.89 L
Wt. of Tare & Dry Sample (g) 23.89 23.12 24.17 T
Wt. of Tare (g)15.47 15.17 15.04 I
Wt. of Water (g)3.1 3.0 3.7 P
Wt. of Dry Sample (g)8.4 8.0 9.1 O
I
Moisture Content (%)37.2 38.2 40.7 N
Number of Blows 32 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number 1 J Liquid Limit (%) 38
Wt. of Tare & Wet Sample (g) 21.60 21.85
Wt. of Tare & Dry Sample (g) 20.54 20.72 Plastic Limit (%) 21
Wt. of Tare (g) 15.58 15.08
Wt. of Water (g) 1.1 1.1 Plasticity Index (%) 17
Wt. of Dry Sample (g) 5.0 5.6
USCS Symbol CL
Moisture Content (%) 21.4 20.0 1.3
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By BW Date 8/19/16 Checked By GEM Date 8/22/16
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft) N/A
Project No. 2016-724-002 Sample No. S-4
Lab ID 2016-724-002-004 Soil Color ORANGE
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol CL, TESTED
USCS Classification SANDY LEAN CLAY
Tested By TB Date 8/19/16 Checked By GEM Date 8/22/16
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-004 J-SIEVEON.xls]Sheet1
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12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft)N/A
Project No.2016-724-002 Sample No. S-4
Lab ID 2016-724-002-004 Soil Color ORANGE
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.AF-06 Tare No.840
Wgt.Tare + Wet Specimen (gm) 1160.27 Wgt.Tare + Wet Specimen (gm)801.47
Wgt.Tare + Dry Specimen (gm) 1072.62 Wgt.Tare + Dry Specimen (gm)790.07
Weight of Tare (gm)228.63 Weight of Tare (gm)263.69
Weight of Water (gm)87.65 Weight of Water (gm)11.40
Weight of Dry Soil (gm)843.99 Weight of Dry Soil (gm)526.38
Moisture Content (%)10.4 Moisture Content (%)2.2
Wet Weight -3/4" Sample (gm) 20016 Weight of the Dry Specimen (gm)843.99
Dry Weight - 3/4" Sample (gm) 18132.9 Weight of minus #200 material (gm)501.90
Wet Weight +3/4" Sample (gm) 485.86 Weight of plus #200 material (gm)342.09
Dry Weight + 3/4" Sample (gm) 475.56
Total Dry Weight Sample (gm) 18608.4 J - Factor (Percent Finer than 3/4")0.9744
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer (gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 0.00 ( * ) 0.0 0.0 100.0 100.0
1 1/2" 37.5 120.30 0.6 0.6 99.4 99.4
1" 25 222.06 1.2 1.8 98.2 98.2
3/4" 19 143.50 0.8 2.6 97.4 97.4
1/2" 12.5 27.49 3.3 3.3 96.7 94.3
3/8" 9.5 5.03 0.6 3.9 96.1 93.7
#4 4.75 31.98 3.8 7.6 92.4 90.0
#10 2 43.12 5.1 12.8 87.2 85.0
#20 0.85 59.00 ( ** ) 7.0 19.7 80.3 78.2
#40 0.425 57.42 6.8 26.5 73.5 71.6
#60 0.25 49.16 5.8 32.4 67.6 65.9
#140 0.106 60.23 7.1 39.5 60.5 58.9
#200 0.075 8.66 1.0 40.5 59.5 57.9
Pan -501.90 59.5 100.0 --
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 Specimen
Tested By TB Date 8/19/16 Checked By GEM Date 8/22/16
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-004 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): N/A
Project No.:2016-724-002 Sample No.: S-4
Lab ID:2016-724-002-004 Test Method STANDARD
Visual Description: ORANGE SANDY LEAN CLAY
Optimum Water Content 17.2
Maximum Dry Density 109.3
Tested By TB Date 8/18/16 Checked By GEM Date 8/22/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
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Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): N/A
Project No.:2016-724-002 Sample No.: S-4
Lab ID:2016-724-002-004
Visual Description: ORANGE SANDY LEAN CLAY
Total Weight of the Sample (g) 20550 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" 3 Machine ID R 174
Percent Retained on 3/8" 6 Mold ID R 173
Percent Retained on #4 NA Mold diameter 6"
Oversize Material Not included Weight of the Mold (g)5526
Procedure Used C Volume of the Mold (cm3)2119
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)9341 9729 9906 9853 9697
Wt.of Mold (g)5526 5526 5526 5526 5526
Wt. of Wet Sample (g)3815 4203 4380 4327 4171
Mold Volume (cm3)2119 2119 2119 2119 2119
Moisture Content / Density
Tare Number 318 307 312 866 314
Wt. of Tare & Wet Sample (g)378.40 408.70 393.00 386.40 378.00
Wt. of Tare & Dry Sample (g)351.10 371.20 345.40 335.60 322.20
Wt. of Tare (g)86.70 109.80 84.40 87.10 84.90
Wt. of Water (g)27.30 37.50 47.60 50.80 55.80
Wt. of Dry Sample (g)264.40 261.40 261.00 248.50 237.30
Wet Density (g/cm3)1.80 1.98 2.07 2.04 1.97
Wet Density (pcf) 112.3 123.7 128.9 127.4 122.8
Moisture Content (%) 10.3 14.3 18.2 20.4 23.5
Dry Density (pcf) 101.8 108.2 109.1 105.8 99.4
Zero Air Voids
Moisture Content (%)19.0 22.0 26.0
Dry Unit Weight (pcf)111.4 105.7 99.0
Tested By TB Date 8/18/16 Checked By GEM Date 8/22/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:STOCKPILE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):NA
Project No.: 2016-724-002 Sample No.: S-5
Lab ID:2016-724-002-005 Soil Description:RED FAT CLAY
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number A-C A-Q 4M U
Wt. of Tare & Wet Sample (g) 25.53 24.61 26.11 L
Wt. of Tare & Dry Sample (g) 21.56 20.82 21.61 T
Wt. of Tare (g)15.50 15.41 15.55 I
Wt. of Water (g)4.0 3.8 4.5 P
Wt. of Dry Sample (g)6.1 5.4 6.1 O
I
Moisture Content (%)65.5 70.1 74.3 N
Number of Blows 36 25 17 T
Plastic Limit Test 1 2 Range Test Results
Tare Number A-I W Liquid Limit (%) 70
Wt. of Tare & Wet Sample (g) 21.50 21.37
Wt. of Tare & Dry Sample (g) 20.27 20.13 Plastic Limit (%) 25
Wt. of Tare (g) 15.37 15.05
Wt. of Water (g) 1.2 1.2 Plasticity Index (%) 45
Wt. of Dry Sample (g) 4.9 5.1
USCS Symbol CH
Moisture Content (%) 25.1 24.4 0.7
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By NE Date 8/11/16 Checked By AF Date 8/12/16
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft) N/A
Project No. 2016-724-002 Sample No. S-5
Lab ID 2016-724-002-005 Soil Color ORANGE
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol CH, TESTED
USCS Classification FAT CLAY WITH SAND
Tested By TB Date 8/11/16 Checked By SFS Date 8/12/16
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0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
Particle Diameter (mm)
12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC.Boring No.STOCKPILE
Client Reference WI HIGH POINT PH. 2B-2 Depth (ft)N/A
Project No.2016-724-002 Sample No. S-5
Lab ID 2016-724-002-005 Soil Color ORANGE
Moisture Content of Passing 3/4" Material Water Content of Retained 3/4" Material
Tare No.AF-07 Tare No.NE-04
Wgt.Tare + Wet Specimen (gm) 760.92 Wgt.Tare + Wet Specimen (gm)451.95
Wgt.Tare + Dry Specimen (gm) 690.21 Wgt.Tare + Dry Specimen (gm)451.03
Weight of Tare (gm)228.29 Weight of Tare (gm)228.34
Weight of Water (gm)70.71 Weight of Water (gm)0.92
Weight of Dry Soil (gm)461.92 Weight of Dry Soil (gm)222.69
Moisture Content (%)15.3 Moisture Content (%)0.4
Wet Weight -3/4" Sample (gm) 21027 Weight of the Dry Specimen (gm)461.92
Dry Weight - 3/4" Sample (gm) 18235.5 Weight of minus #200 material (gm)366.52
Wet Weight +3/4" Sample (gm) 220.50 Weight of plus #200 material (gm)95.40
Dry Weight + 3/4" Sample (gm) 219.59
Total Dry Weight Sample (gm) 18455.1 J - Factor (Percent Finer than 3/4")0.9881
Sieve Sieve Wgt.of Soil Percent Accumulated Percent Accumulated
Size Opening Retained Retained Percent Finer Percent
(mm)Retained Finer (gm)(%) (%)(%)(%)
12" 300 0.00 0.0 0.0 100.0 100.0
6" 150 0.00 0.0 0.0 100.0 100.0
3" 75 0.00 0.0 0.0 100.0 100.0
2" 50 0.00 ( * ) 0.0 0.0 100.0 100.0
1 1/2" 37.5 0.00 0.0 0.0 100.0 100.0
1" 25 90.72 0.5 0.5 99.5 99.5
3/4" 19 129.78 0.7 1.2 98.8 98.8
1/2" 12.5 4.66 1.0 1.0 99.0 97.8
3/8" 9.5 0.00 0.0 1.0 99.0 97.8
#4 4.75 5.57 1.2 2.2 97.8 96.6
#10 2 8.07 1.7 4.0 96.0 94.9
#20 0.85 11.86 ( ** ) 2.6 6.5 93.5 92.4
#40 0.425 16.25 3.5 10.0 90.0 88.9
#60 0.25 20.95 4.5 14.6 85.4 84.4
#140 0.106 25.89 5.6 20.2 79.8 78.9
#200 0.075 2.15 0.5 20.7 79.3 78.4
Pan -366.52 79.3 100.0 --
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 Specimen
Tested By TB Date 8/11/16 Checked By SFS Date 8/12/16
page 2 of 2 DCN: CT-S3A DATE 5-17-00 REVISION 3Z:\2016 PROJECTS\2016-724 SMITH + GARDNER - WI HIGH POINT PH.2B-2\[2016-724-002-005 J-SIEVEON.xls]Sheet1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): N/A
Project No.:2016-724-002 Sample No.: S-5
Lab ID:2016-724-002-005 Test Method STANDARD
Visual Description: ORANGE SANDY CLAY
Optimum Water Content 24.7
Maximum Dry Density 97.5
Tested By NPL Date 8/11/16 Checked By SFS Date 8/12/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
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100
105
10 15 20 25 30 35
De
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)
Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: STOCKPILE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): N/A
Project No.:2016-724-002 Sample No.: S-5
Lab ID:2016-724-002-005
Visual Description: ORANGE SANDY CLAY
Total Weight of the Sample (g) 21250 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 R 174
Percent Retained on 3/8" NA Mold ID R 173
Percent Retained on #4 NA Mold diameter 0
Oversize Material Not included Weight of the Mold (g)5518
Procedure Used C Volume of the Mold (cm3)2119
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)9248 9376 9638 9617 9497
Wt.of Mold (g)5518 5518 5518 5518 5518
Wt. of Wet Sample (g)3730 3858 4120 4099 3979
Mold Volume (cm3)2119 2119 2119 2119 2119
Moisture Content / Density
Tare Number 304 866 312 305 368
Wt. of Tare & Wet Sample (g)547.50 489.40 548.90 515.90 476.30
Wt. of Tare & Dry Sample (g)483.37 420.67 457.36 423.49 391.11
Wt. of Tare (g)110.60 86.70 84.30 84.60 111.00
Wt. of Water (g)64.13 68.73 91.54 92.41 85.19
Wt. of Dry Sample (g)372.77 333.97 373.06 338.89 280.11
Wet Density (g/cm3)1.76 1.82 1.94 1.93 1.88
Wet Density (pcf) 109.8 113.6 121.3 120.7 117.2
Moisture Content (%) 17.2 20.6 24.5 27.3 30.4
Dry Density (pcf) 93.7 94.2 97.4 94.8 89.8
Zero Air Voids
Moisture Content (%)24.5 27.3 30.4
Dry Unit Weight (pcf)101.3 97.0 92.5
Tested By NPL Date 8/11/16 Checked By SFS Date 8/12/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1

August 29, 2016

Project No. 2016-724-003

Mr. Stacey Smith, P.E.
Smith + Gardner,Inc.
14 N. Boylan Ave.
Raleigh, NC 27603

[e-mail]

Transmittal
Laboratory Test Results
W.I. High Point Phase 2B-2

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 [phone] • Fax [phone] • www.geotechnics.net

MOISTURE CONTENT
ASTM D 2216-10
Client:SMITH + GARDNER, INC.
Client Reference: WI HIGH POINT PH.2B-2
Project No.: 2016-724-003
Lab ID:001
Boring No.:KERSEY SOURCE
Depth (ft):NA
Sample No.:S-6
Tare Number SF-05
Wt. of Tare & Wet Sample (g) 766.72
Wt. of Tare & Dry Sample (g) 715.32
Weight of Tare (g)227.91
Weight of Water (g)51.40
Weight of Dry Sample (g)487.41
Water Content (%)10.5
Notes :
Tested By TB Date 8/24/16 Checked By GEM Date 8/29/16
page 1 of 1 DCN: CT-S1 DATE: 3/18/13 REVISION: 4

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10 / AASHTO T89-10
Client:SMITH + GARDNER, INC. Boring No.:KERSEY SOURCE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft):N/A
Project No.: 2016-724-003 Sample No.: S-6
Lab ID:2016-724-003-001 Soil Description:BROWN SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Airdried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
Liquid Limit Test 1 2 3
M
Tare Number R A-P A-K U
Wt. of Tare & Wet Sample (g) 33.03 31.26 30.82 L
Wt. of Tare & Dry Sample (g) 30.06 28.53 28.01 T
Wt. of Tare (g)15.09 15.51 15.48 I
Wt. of Water (g)3.0 2.7 2.8 P
Wt. of Dry Sample (g)15.0 13.0 12.5 O
I
Moisture Content (%)19.8 21.0 22.4 N
Number of Blows 34 24 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number B V-2 Liquid Limit (%) 21
Wt. of Tare & Wet Sample (g) 21.16 24.69
Wt. of Tare & Dry Sample (g) 20.36 23.48 Plastic Limit (%) 15
Wt. of Tare (g) 15.14 15.57
Wt. of Water (g) 0.8 1.2 Plasticity Index (%) 6
Wt. of Dry Sample (g) 5.2 7.9
USCS Symbol ML
Moisture Content (%) 15.3 15.3 0.0
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By TB Date 8/26/16 Checked By GEM Date 8/29/16
page 1 of 1 DCN:CT-S4B DATE:3/18/13 REVISION:4 3ptlimit.xls
15
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17
18
19
20
21
22
23
110100
Wa
t
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r

C
o
n
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%
)
Number of Blows
0
10
20
30
40
50
60
0 20406080100
Pl
a
s
t
i
c
i
t
y

I
n
d
e
x

(
%
)
Liquid Limit (%)
CL CH
MH
CL-ML
ML

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 6913-04 (2009) e1
Client:SMITH + GARDNER, INC.Boring No.:KERSEY SOURCE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):NA
Project No.: 2016-724-003 Sample No.: S-6
Lab ID: 2016-724-003-001 Soil Color:TAN
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol: SM, TESTED
USCS Classification:SILTY SAND
Tested By TB Date 8/24/16 Checked By GEM Date 8/29/16
page 1 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
r
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e
n
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F
i
n
e
r

B
y

W
e
i
g
h
t

(
%
)
Particle Diameter (mm)
12"6" 3" 3/4" 3/8" #4 #10 #20 #40 #140 #200

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
WASH SIEVE ANALYSIS
ASTM D 6913-04 (2009) e1
Client:SMITH + GARDNER, INC.Boring No.:KERSEY SOURCE
Client Reference: WI HIGH POINT PH.2B-2 Depth (ft):NA
Project No.: 2016-724-003 Sample No.: S-6
Lab ID: 2016-724-003-001 Soil Color:TAN
Moisture Content of Passing 3/4" Sample Water Content of Retained 3/4" Sample
Tare No.SF-05 Tare No.NA
Wt. of Tare & Wet Sample (g) 766.72 Weight of Tare & Wet Sample (g)NA
Wt. of Tare & Dry Sample (g) 715.32 Weight of Tare & Dry Sample (g)NA
Weight of Tare (g)227.91 Weight of Tare (g)NA
Weight of Water (g)51.40 Weight of Water (g)NA
Weight of Dry Sample (g) 487.41 Weight of Dry Sample (g)NA
Moisture Content (%)10.5 Moisture Content (%)NA
Wet Weight of -3/4" Sample (g) NA Weight of the Dry Sample (g)487.41
Dry Weight of - 3/4" Sample (g) 291.7 Weight of - #200 Sample (g)195.72
Wet Weight of +3/4" Sample (g) NA Weight of + #200 Sample (g)291.69
Dry Weight of + 3/4" Sample (g) 0.00
Total Dry Weight of Sample (g) NA
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" 12.50 0.00 0.00 0.00 100.00 100.00
3/8" 9.50 0.00 0.00 0.00 100.00 100.00
#4 4.75 0.30 0.06 0.06 99.94 99.94
#10 2.00 14.44 2.96 3.02 96.98 96.98
#20 0.850 60.45 12.40 15.43 84.57 84.57
#40 0.425 76.25 15.64 31.07 68.93 68.93
#60 0.250 68.70 14.09 45.17 54.83 54.83
#140 0.106 63.71 13.07 58.24 41.76 41.76
#200 0.075 7.84 1.61 59.84 40.16 40.16
Pan -195.72 40.16 100.00 --
Tested By TB Date 8/24/16 Checked By GEM Date 8/29/16
page 2 of 2 DCN: CT-S3C DATE 3/20/13 REVISION: 3

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: KERSEY SOURCE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): N/A
Project No.:2016-724-003 Sample No.: S-6
Lab ID:2016-724-003-001 Test Method STANDARD
Visual Description: TAN SILTY SAND
Optimum Water Content 10.5
Maximum Dry Density 121.6
Tested By BW Date 8/26/16 Checked By GEM Date 8/29/16
page 1 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls
95
100
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110
115
120
125
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De
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i
t
y

(
p
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f
)
Water Content (%)
Specific Gravity 2.70
Assumed

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D698-12
Client:SMITH + GARDNER, INC.Boring No.: KERSEY SOURCE
Client Reference: WI HIGH POINT PH. 2B-2 Depth (ft): N/A
Project No.:2016-724-003 Sample No.: S-6
Lab ID:2016-724-003-001
Visual Description: TAN SILTY SAND
Total Weight of the Sample (g) 25050 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" NA Machine ID R 174
Percent Retained on 3/8" NA Mold ID R 461
Percent Retained on #4 NA Mold diameter 4"
Oversize Material Not included Weight of the Mold (g)4153
Procedure Used A Volume of the Mold (cm3)942
Mold / Specimen
Point No.123 4 5
Wt. of Mold & Wet Sample (g)5981 6167 6176 6119 6085
Wt.of Mold (g)4153 4153 4153 4153 4153
Wt. of Wet Sample (g)1828 2014 2023 1966 1932
Mold Volume (cm3)942 942 942 942 942
Moisture Content / Density
Tare Number 398 304 399 307 318
Wt. of Tare & Wet Sample (g)524.30 489.70 530.80 528.30 496.90
Wt. of Tare & Dry Sample (g)495.20 455.30 479.10 470.10 433.00
Wt. of Tare (g)84.00 110.50 87.10 109.70 86.60
Wt. of Water (g)29.10 34.40 51.70 58.20 63.90
Wt. of Dry Sample (g)411.20 344.80 392.00 360.40 346.40
Wet Density (g/cm3)1.94 2.14 2.15 2.09 2.05
Wet Density (pcf) 121.1 133.4 134.0 130.2 128.0
Moisture Content (%) 7.1 10.0 13.2 16.1 18.4
Dry Density (pcf) 113.1 121.3 118.4 112.1 108.0
Zero Air Voids
Moisture Content (%)14.0 18.0 21.5
Dry Unit Weight (pcf)122.3 113.4 106.6
Tested By BW Date 8/26/16 Checked By GEM Date 8/29/16
page 2 of 2 DCN:CT-S12 DATE:5/1/13 REVISION: 14 PROCTOR.xls

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Wed
8/17/16
1
1 of 1
Arrived:9:30 AM
Departed:3:30 PM
Temperature:
CAT Exavator, 1 CAT Sheeps Foot, 2 CAT Dozers, 2 CAT Haul Trucks
▪
▪
▪
▪
▪
JKS Date:8/17/2016 Date:9/23/2016
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:WI - High Point Landfill Phase 2B-2 Project No.:2016-724
Client Name:Smith + Gardner, Inc.Client Contact:Byron Hackney
Brady Johnson
Contractor's Equipment:
proctor was collected for lab testing.
Performed Drive Cylinder test for gauge verification.
Performed 1 Point proctor to verify material.
Site Location:High Point, NC Time on Site:
Description of Daily Activities & Events
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Contractor's Personnel:
General Contractor:Baxter Johnson Construction Superintendent:
Geotechnics representative, Jeremy Shaw, arrived on site.
Performed Nuclear Density Testing. Material being used as fill had changed from the original source, a new
Weather Conditions:Sunny ~86
~6
Geotechnics representative departed site
Prepared By:Checked By: SFS
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
Fri
8/19/16
2
1 of 1
Arrived:9:00 AM
Departed:2:30 PM
Temperature:
CAT Exavator, 1 CAT Sheeps Foot, 2 CAT Doziers, 2 CAT Haul Trucks
▪
▪
▪
▪
▪
JKS Date:7/22/16 SFS Date:9/23/16Prepared By: Checked By:
Geotechnics representative, Jeremy Shaw, arrived on site.
Performed Nuclear Density Testing on Perimeter Berm of Phase 2B-2.
Performed Drive Cylinder test for gauge verification.
Performed 1 Point proctor to verify material.
Geotechnics representative departed site
Description of Daily Activities & Events
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Contractor's Personnel:
Weather Conditions:Cloudy ~79
Contractor's Equipment:
~6
Brady JohnsonGeneral Contractor:Baxter-Johnson Construction
Project Name:WI - High Point Landfill Phase 2B-2 Project No.:2016-724
Client Name:Smith + Gardner, Inc.Client Contact:Byron Hackney
Superintendent:
Site Location:High Point, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
22
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Smith + Gardner, Inc.
WI - High Point Landfill Phase 2B-2
2016-724
Report Number :
Date (s) :
Test Information
Test Number :DC-1 DC-2 DC-09 DC-10
Nuclear Test Number :ND-1 ND-9 CCLND-10 CCLND-15
Location:Perimeter Berm Perimeter Berm ACRE 3 ACRE 4
Depth (ft):755 ft 767.2 LIFT 1 LIFT 1
Date :8/17/16 8/19/16 2.23.08 2.23.08
Cylinder ID 1 1 11
Weight of Cylinder (lbs.)1.32 1.32 1.33 1.33
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.48 5.77 5.24 5.32
Wt. of Cylinder (lbs.)1.32 1.32 1.33 1.33
Wt. of WS 4.16 4.45 3.91 3.99
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 399 399 JB-04 JB-04
Wt. of Tare & WS (gm)573.10 490.90 483.90 483.90
Wt. of Tare & DS (gm)517.00 470.60 392.00 392.00
Wt. of Tare (gm)183.50 183.50 86.40 86.40
Wt. of Water (gm)56.10 20.30 91.90 91.90
Wt. of DS (gm)333.50 287.10 305.60 305.60
Wet Density (pcf):126.1 134.8 118.5 120.9
Moisture Content (%):16.8 7.1 30.1 30.1
Dry Density (pcf):107.9 125.9 91.1 93.0
Geotechnics Representative : Jeremy Shaw
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Project Number :
Client:
Project Name :
SFFDR-01
8/17/2016 - 8/19/2016

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Smith + Gardner, Inc.
WI - High Point Landfill Phase 2B-2
2016-724
Report Number :
Date (s) :
ONE POINT PROCTOR - Method for Soil Identification
Visual Descrpiton :
Test Information
Test Number :1pt.-01 1pt.-02
Location:Perimeter Berm Perimeter Berm
Depth (ft):755 ft 767.2
Date :8/19/16 8/19/16
Proctor I.D.:724-002-005 724-003-001
Mold
Weight of Mold (lbs.)9.387944 9.387944
0.033 0.033
Specimen
Weight of Mold & WS (lbs)13.574 13.874
Weight of Mold (lbs)9.348 9.387944
Weight of WS (lbs)4.226 4.486056
Volume OF Mold (ft³)0.033 0.033
Moisture / Density
Tare Number 399 398
Wt. of Tare & WS (gm)471.80 473.90
Wt. of Tare & DS (gm)430.82 448.61
Wt. of Tare (gm)183.50 83.90
Wt. of Water (gm)40.98 25.29
Wt. of DS (gm)247.32 364.71
Wet Density (pcf)128.1 135.9
Moisture Content %16.6 6.9
Dry Density (pcf)109.9 127.1
Client:
Project Name :
Project Number :
SFFDR-01
8/17/2016 - 8/19/2016
Brown sandy silt
Geotechnics Represenative :Jeremy Shaw
Volume OF Mold (ft³)

22
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Monday
8/22/16
3
1 of 1
Arrived:9:00 AM
Departed:2:30 PM
Temperature:
CAT Exavator, 1 CAT Sheeps Foot, 2 CAT Doziers, 2 CAT Haul Trucks
▪
▪
▪
▪
JKS Date:8/22/16 SFS Date:9/23/16Prepared By: Checked By:
Baxter-Johnson Construction Superintendent:
Geotechnics representative, Jeremy Shaw, arrived on site.
Weather Conditions:Cloudy ~74
~6
Geotechnics representative departed site.
Site Location:High Point, NC Time on Site:
Description of Daily Activities & Events
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Contractor's Personnel:
General Contractor:
Contractor's Equipment:
Contractor excavated soil for Geotechnics rep. to perform ND testing.
Performed Nuclear Density Testing on Perimeter Berm of Phase 2B-2.
Client Name:Smith + Gardner, Inc.Client Contact:Byron Hackney
Brady Johnson
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:WI - High Point Landfill Phase 2B-2 Project No.:2016-724

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Tuesday
8/23/16
4
1 of 1
Arrived:9:30 AM
Departed:1:00 PM
Temperature:
CAT Exavator, 1 CAT Sheeps Foot, 2 CAT Doziers, 2 CAT Haul Trucks
▪
▪
▪
▪
JKS Date:8/23/16 SFS Date:9/23/16Prepared By: Checked By:
Baxter-Johnson Construction Superintendent:
Geotechnics representative, Jeremy Shaw, arrived on site.
Weather Conditions:Sunny ~76
~6
Geotechnics representative departed site.
Site Location:High Point, NC Time on Site:
Description of Daily Activities & Events
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Contractor's Personnel:
General Contractor:
Contractor's Equipment:
Performed Drive Cylinder test for gauge verification.
Performed Nuclear Density Testing on Perimeter Berm of Phase 2B-2.
Client Name:Smith + Gardner, Inc.Client Contact:Byron Hackney
Brady Johnson
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:WI - High Point Landfill Phase 2B-2 Project No.:2016-724

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Thursday
8/25/16
5
1 of 1
Arrived:9:00 AM
Departed:11:00 AM
Temperature:
CAT Exavator, 1 CAT Sheeps Foot, 2 CAT Doziers, 2 CAT Haul Trucks
▪
▪
▪
▪
JKS Date:8/25/16 SFS Date:9/23/16Prepared By: Checked By:
Geotechnics representative, Jeremy Shaw, arrived on site.
Performed Nuclear Density Testing on Perimeter Berm of Phase 2B-2.
Geotechnics representative departed site.
Performed Drive Cylinder test for gauge verification.
Description of Daily Activities & Events
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Contractor's Personnel:
Weather Conditions:Cloudy ~79
~6
Brady Johnson
Contractor's Equipment:
General Contractor:Baxter-Johnson Construction
Project Name:WI - High Point Landfill Phase 2B-2 Project No.:2016-724
Client Name:Smith + Gardner, Inc.Client Contact:Byron Hackney
Superintendent:
Site Location:High Point, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
22
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Smith + Gardner, Inc.
WI - High Point Landfill Phase 2B-2
2016-724
Report Number :
Date (s) :
Test Information
Test Number :DC-3 DC-4 DC-10 DC-10
Nuclear Test Number :ND-26 ND-33 CCLND-15
Location:Perimeter Berm Perimeter Berm ACRE 4
Depth (ft):777.35 N/A 6"LIFT 1
Date :8/23/16 8/25/16 8/25/16 2.23.08
Cylinder ID 1 1 11
Weight of Cylinder (lbs.)1.32 1.32 1.32 1.33
Volume of Cylinder (ft³)0.033 0.033 0.033 0.033
Specimen
Wt. of Cylinder & WS (lbs.) 5.55 5.62 5.62 5.32
Wt. of Cylinder (lbs.)1.32 1.32 1.32 1.33
Wt. of WS 4.23 4.30 4.30 3.99
Cylinder Volume (ft³)0.033 0.033 0.033 0.033
Tare Number 399 399 399 JB-04
Wt. of Tare & WS (gm)450.90 494.30 494.30 483.90
Wt. of Tare & DS (gm)435.32 452.10 452.10 392.00
Wt. of Tare (gm)183.40 183.20 183.20 86.40
Wt. of Water (gm)15.58 42.20 42.20 91.90
Wt. of DS (gm)251.92 268.90 268.90 305.60
Wet Density (pcf):128.3 130.3 130.3 120.9
Moisture Content (%):6.2 15.7 15.7 30.1
Dry Density (pcf):120.8 112.7 112.7 93.0
Geotechnics Representative : Jeremy Shaw
Drive Cylinder - ASTM D 2937
Mold
Moisture / Density
Project Number :
Client:
Project Name :
SFFDR-02
8/23/2016 - 8/25/2016
22
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 STOCKPILE  S ‐5   109.4@17.2%M
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 KERSEY  SOURCE  S ‐6   121.6@10.5%M
1p
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2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
Tuesday
8/30/16
6
1 of 1
Arrived:2:00 PM
Departed:3:30 PM
Temperature:
CAT Exavator, 1 CAT Sheeps Foot, 2 CAT Doziers, 2 CAT Haul Trucks
▪
▪
▪
JKS Date:8/30/16 SFS Date:9/23/16
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:WI - High Point Landfill Phase 2B-2 Project No.:2016-724
Client Name:Smith + Gardner, Inc.Client Contact:Byron Hackney
Brady Johnson
Contractor's Equipment:
Geotechnics representative departed site
Site Location:High Point, NC Time on Site:
Description of Daily Activities & Events
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Contractor's Personnel:
General Contractor:Baxter-Johnson Construction Superintendent:
Geotechnics representative, Jeremy Shaw, arrived on site.
Performed Nuclear Density Testing on ABC Stone Road.
Weather Conditions:Sunny ~88
~6
Prepared By: Checked By:
Byron Hackney was notified of results.
22
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:
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2
B
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2
Pr
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c
t
 Nu
m
b
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r
 :
20
1
6
-
7
2
4
Fa
m
i
l
y
 of
 Cu
r
v
e
s
1p
t
.
‐01
1p
t
.
‐02
85
.
0
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0
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D
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y

(
p
c
f
)
Mo
i
s
t
u
r
e
 Co
n
t
e
n
t
 (%
)
10
0
%
 Sa
t
u
r
a
t
i
o
n
 Lin
e
 Based  on  SG  of  2.7  (Assumed)
20
1
6
‐72
4
‐00
1
‐00
1
 TP ‐1   118.1@12.4%M
20
1
6
‐72
4
‐00
1
‐00
2
 STOCKPILE  2   107.8@17.6%M
20
1
6
‐72
4
‐00
2
‐00
1
 STOCKPILE  S ‐1  105.6@18.2%M
20
1
6
‐72
4
‐00
2
‐00
2
 STOCKPILE  S ‐2   94.3@5.9%M
20
1
6
‐72
4
‐00
2
‐00
3
 STOCKPILE  S ‐3   111.8@16%M
20
1
6
‐72
4
‐00
2
‐00
4
 STOCKPILE  S ‐4   109.3@17.2%M
20
1
6
‐72
4
‐00
2
‐00
5
 STOCKPILE  S ‐5   109.4@17.2%M
20
1
6
‐72
4
‐00
3
‐00
1
 KERSEY  SOURCE  S ‐6   121.6@10.5%M
1p
t
.
‐01
1p
t
.
‐02
1 of 1 Financial Assurance Phase 2B-2