4303_AndersonCreekCDLF_CQArpt_Phase3A-2_DIN27009_ 20161110

November 10, 2016

Mr. Ming-Tai Chao, P.E.
Environmental Engineer
NC DEQ - Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699

RE: Harnett County Anderson Creek C&DLF (Permit No. 43-03)
Phase IIIA-2 CQA Report
Response to Review Comments

Dear Ming:

On behalf of Harnett County, Smith Gardner, Inc. (S+G) would like to respond to the
comments in your email dated and received by S+G on November 7, 2016 (see attached).
Your comments are repeated below in italics followed by our response in bold.

1. The approved CDLF - Phase IIIA acreage is 2.1 acres according to the Permit to
Construct Application (DIN 24434) which is incorporated into the Permit To Construct
for Phase 3A (DIN 24432). However, according to the certified CQA Reports for
Phases IIIA the total constructed acreage is 2.34 acres consisting of 0.54 acres of
Phase IIIA-Subcell 1 (DIN 25058) and 1.8 acres of Phase IIIA- Subcell 2 (DIN 26986).
Please note the variance to the CQA Report for Phase IIIA-2.

The calculated 2.34 acres (or 2.3 acres if rounded to nearest tenth) for Phase IIIA has
been double checked and is noted in Section 2.1 of the enclosed revised CQA Report.
S+G also checked the areas of Phases IIIB, IIIC, and IIID (see attached calculations).
Phase IIIB is actually 1.84 (1.8 acres rounded) instead of 1.9 acres shown in the
permit. The areas of Phases IIIC and IIID are correct (1.9 and 1.6 acres, respectively).
The minor differences in area for Phases IIIA and IIIB are believed to be rounding
errors at the time of original calculation.

In concert with the response to Comment No. 5 below (Phase IIIA capacity), attached
is an updated capacity table showing the revised areas and Phase IIIA capacity.

2. (Appendix C) According to the certified CQA Reports, two Standard Proctors –
moisture & density relationship tests by ASTM D698 were conducted for the project,
but there are another twelve (12) referenced Standard Proctor tests listed and
referenced in the Structural Fill Record Test Summary in Appendix C of the CQA
Report. Please provide these twelve (12) referenced Standard Proctor test results.

GeoTechnologies’ technicians performed one-point Proctor tests in the field when
performing in-place density testing and the one-point result was plotted in
relationship to the closest laboratory Proctor curve for the project. The technician
Mr. Ming-Tai Chao, P.E.
November 10, 2016
Page 2 of 3

then used the maximum dry density from the plotted one point, instead of the actual
Proctor curve maximum dry density as, per GeoTechnologies’ opinion, the result is
felt to provide a more accurate result at the end. Thus, the reference standards are
mainly from the one-point tests.

3. (Appendix C) The compaction effort of the test sample 26 is approximately 94.6%,
which is less than the specified 95%. The Structural Fill Record Test Summary in
Appendix C list the test result as “Fail” but re-test didn’t performed. If the Engineer
considers the test result is a marginal value but acceptable (Clause of Engineer
Judgement), please state in the CQA Report. Otherwise, please provide the retest
and pass result.

The result (94.6%) for Test Number 26 was intended to be deemed acceptable as the
result rounds to the required 95%. The Structural Fill Record Test Summary in
Appendix C has been revised accordingly in the enclosed revised CQA Report.

4. (Appendix C) In-Place Density Test Results dated 09/13/2016, the test sample 32a is
likely a typo. Please clarify.

Yes, “32a” is a typo in the 9/13 report (should have been “33a”). The Structural Fill
Record Test Summary labels this test result as “33a”. The 9/13 report has been
marked accordingly in the enclosed revised CQA Report.

5. (Figure AB-1) The constructed base grades for the Phase IIIA-2 are different from
those shown on Sheet 5/Drawing No. S4 in the approved PTC Application for Phase III
(DIN 24434). The lowest base grade for the constructed Phase IIIA-2 is 310 feet as
shown on the as-built drawing Figure AB-1 rather than 300 feet. If the survey data is
correct, the operating capacity for the new subcell should be reduced significantly;
and new capacity data should be provided to the report which will be incorporated
into the Permit to Operate for this new subcell. Please confirm the base grade
elevations on the as-built drawing.

The lowest elevation of Phase IIIA-2 is actually 302 at the southwest end (2 foot
contours are lighter than 10 foot contours). As noted in Section 3.2 of the CQA
Report, this area was purposely constructed higher than permitted grades to stay
sufficiently above wet areas encountered during placement of structural fill.

Based on the as-built base grades for Phases IIIA-1 and IIIA-2, the revised gross
capacity of Phase IIIA is 94,089 CY (slightly less than the permitted 96,412 CY) (see
attached calculations). Attached is an updated capacity table showing this change
and the revised areas (per Comment No. 1).

Mr. Ming-Tai Chao, P.E.
November 10, 2016
Page 3 of 3

Please contact me at your earliest convenience if you should have any questions or
comments on this submittal.

Sincerely,
SMITH GARDNER, INC.

Pieter K. Scheer, P.E.
Vice President, Senior Engineer
[e-mail]

Attachments: M. Chao Email (November 7, 2016)
Calculations:
Areas – Phases IIIA, IIIB, IIIC, and IIID
Capacity of Phase IIIA
Table 1 – Landfill Capacity

Enclosure: Revised CQA Report

cc: Liz Patterson, DWM
Amanda Bader, P.E., Harnett County
Randy Smith, Harnett County
Andrew Holland, Harnett County

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1
Pieter Scheer
From:Chao, Ming-tai
Sent:Monday, November 7, 2016 10:37 AM
To:Pieter Scheer ([e-mail])
Cc:Amanda Bader ([e-mail]); Patterson, Elizabeth
Subject:Comments (DIN 26980) on the CQA Rpt- Anderson Creek CDLF-Phases IIIA-2
Follow Up Flag:Follow up
Flag Status:Flagged
Hi Pieter:

I completed a review of the CQA Report for Phases IIIA-2 of the Anderson Creek CDLF Unit (DIN 26986),
several comments are required your responses:

1. The approved CDLF - Phase IIIA acreage is 2.1 acres according to the Permit to Construct Application
(DIN 24434) which is incorporated into the Permit To Construct for Phase 3A (DIN 24432). However,
according to the certified CQA Reports for Phases IIIA the total constructed acreage is 2.34 acres
consisting of 0.54acres of Phase IIIA-Subcell 1 (DIN 25058) and 1.8 acres of Phase IIIA- Subcell 2
(DIN 26986). Please note the variance to the CQA Report for Phase IIIA-2.

2. (Appendix C) According to the certified CQA Reports, two Standard Proctors – moisture & density
relationship tests by ASTM D698 were conducted for the project, but there are another twelve (12)
referenced Standard Proctor tests listed and referenced in the Structural Fill Record Test Summary in
Appendix C of the CQA Report. Please provide these twelve (12) referenced Standard Proctor test
results.

3. (Appendix C) The compaction effort of the test sample 26 is approximately 94.6%, which is less than
the specified 95%. The Structural Fill Record Test Summary in Appendix C list the test result as “Fail”
but re-test didn’t performed. If the Engineer considers the test result is a marginal value but acceptable
(Clause of Engineer Judgement), please state in the CQA Report. Otherwise, please provide the retest
and pass result.

4. (Appendix C) In-Place Density Test Results dated 09/13/2016, the test sample 32a is likely a
typo. Please clarify.

5. (Figure AB-1) The constructed base grades for the Phase IIIA-2 are different from those shown on Sheet
5/Drawing No. S4 in the approved PTC Application for Phase III (DIN 24434). The lowest base grade
for the constructed Phase IIIA-2 is 310 feet as shown on the as-built drawing Figure AB-1 rather than
300 feet. If the survey data is correct, the operating capacity for the new subcell should be reduced
significantly; and new capacity data should be provided to the report which will be incorporated into the
Permit to Operate for this new subcell. Please confirm the base grade elevations on the as-built drawing.
Please contact me if you have any question of the above-mentioned comments. Thanks and have a wonderful
day.

Ming Chao
2
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

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Table 1 - Landfill Capacity
Unit Area (Ac.) Gross Capacity
(CY)
Phases I & II 7.5 524,536
Phase IIIA 2.34 94,089
Phase IIIB 1.84 129,114
Phase IIIC 1.87 32,887
Phase IIID 1.64 49,455
Totals: 15.19 830,081

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Construction Quality Assurance Report

Harnett County Anderson Creek C&D Landfill - Phase IIIA-2
Spring Lake, North Carolina

Prepared for:

Harnett County Solid Waste Department
Lillington, North Carolina

November 2016 (Revised)

Prepared by:

© 2016 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed upon by the client and Smith Gardner, Inc.

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Construction Quality Assurance Report

Harnett County Anderson Creek C&D Landfill - Phase IIIA-2
Spring Lake, North Carolina

Prepared For:
Harnett County Solid Waste Department
Lillington, North Carolina

S+G Project No. HARNETT-AC-15-2

Based on the observations and results of the CQA program documented herein, it is my
professional opinion that the construction of Phase IIIA-2 of the Anderson Creek C&D Landfill
was completed in accordance with the following:

i. The Project CQA Manual;
ii. The conditions of the Permit;
iii. The requirements of 15A NCAC 13B.0541; and
iv. Acceptable engineering practices.

Pieter K. Scheer, P.E.
Project Manager
11/10/16

November 2016 (Revised)

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Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Table of Contents Page i
Harnett County Anderson Creek C&D Landfill - Phase IIIA-2
Spring Lake, 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 ................................................................................................... 1 
2.3.1 Owner ............................................................................................................ 1 
2.3.2 Engineer/CQA Engineer ................................................................................ 2 
2.3.3 CQA Testing - Earthwork & Construction Monitoring ................................. 2 
2.3.4 Surveyor ......................................................................................................... 2 
3.0 SUMMARY OF CONSTRUCTION ACTIVITIES ....................................................................... 3 
3.1 Site Preparation......................................................................................................... 3 
3.2 Earthwork .................................................................................................................. 3 
4.0 CQA PROGRAM ................................................................................................................... 4 
4.1 Scope of Services ...................................................................................................... 4 
5.0 EARTHWORK CQA ............................................................................................................... 4 
5.1 Soil Types in Upper Two Feet of Landfill Subgrade ................................................. 5 
6.0 RECORD DRAWING ............................................................................................................. 5 

TABLE
Table 1 Summary of Material Control and Record Tests - Structural Fill

APPENDICES
Appendix A Photographic Log
Appendix B CQA Meeting Documentation
Appendix C Earthwork CQA Data
Appendix D Record Drawing

Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Table of Contents Page ii

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Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Page 1
1.0 OVERVIEW
This Construction Quality Assurance (CQA) Report has been prepared to document the CQA
activities performed during the construction of Phase IIIA-2 of the Anderson Creek Construction
and Demolition Debris (C&D) Landfill. The landfill facility is located at 1086 Poplar Drive in
Spring Lake, North Carolina and is owned and operated by Harnett County under State Solid
Waste Permit No. 43-03. A Permit to Construct for the Phase IIIA landfill unit was issued by the
North Carolina Department of Environmental Quality Division of Waste Management (NCDWM)
on June 5, 2015.

2.0 PROJECT DESCRIPTION
2.1 General
Phase IIIA-2 is an unlined C&D landfill unit designed by Smith Gardner, Inc. (S+G). This
unit, which is part of the larger Phase IIIA landfill unit, is approximately 1.8 acres* (limits
of certification) and is located to the northeast of the existing Phases I, II, and IIIA-1
units. Construction activities included of subgrade preparation activities, and
construction of a small berm.

*Note that the combined area of Phases IIIA-1 and IIIA-2 is actually 2.34 acres, which is
slightly larger than 2.1 acres shown in the approved Permit to Construct application.

2.2 Reference Documents
Phase IIIA-2 was constructed in accordance with the following documents.

Permit to Construct Application - Harnett County Anderson Creek Landfill
Facility C&D Landfill - Phase IIIA:
Includes technical specifications, CQA manual, and permit drawings prepared by
S+G as revised through May 2015 (Permit to Construct issued by NCDWM on
June 5, 2015).

2.3 Project Participants
The following parties were involved in the construction and CQA of Phase IIIA-2:

2.3.1 Owner
Harnett County Solid Waste Department (County)
P.O. Box 2773
102 East Front Street
Lillington, NC 27546

Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Page 2
Phone: [phone]

Contacts: Amanda Bader, P.E., County Engineer
Al Truelove, Construction Project Manager
Randy Smith, Solid Waste Operations Manager
Andrew Holland, Solid Waste Operations Crew Leader

Note: For this project, the County performed as the Contractor.

2.3.2 Engineer/CQA Engineer
Smith Gardner, Inc. (S+G)
14 N. Boylan Ave.
Raleigh, NC 27603
Phone: [phone]
Fax: [phone]

Contacts: Pieter Scheer, P.E., Project Manager

2.3.3 CQA Testing - Earthwork & Construction Monitoring
GeoTechnologies,Inc., P.A.
3200 Wellington Ct., Suite 108
Raleigh, NC 27615
Phone: [phone]

Contacts: Mike Morton, Construction Services Manager
Mike Norton, Field Technician

2.3.4 Surveyor
4D Site Solutions, Inc.
409 Chicago Drive, Suite 112
Fayetteville, NC 28306
Phone: [phone]

Contacts: Jimmy Holland, PLS

Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Page 3
3.0 SUMMARY OF CONSTRUCTION ACTIVITIES
Major elements of the project are discussed below. Photos documenting the construction of
Phase IIIA-2 can be found in Appendix A. Prior to beginning the project, a CQA meeting was
held on July 7, 2015 (and repeated on August 23, 2016). Documentation of this meeting can be
found in Appendix B.

3.1 Site Preparation
Construction of Phase IIIA-2 began in August 2016 with the surveying/staking of the
limits of construction by 4D Site Solutions and the initiation of earthwork activities by
County forces.

3.2 Earthwork
The site, which lies within a portion of the site designated for borrow, was previously
cleared and grubbed. Additionally, an existing French drain running northeast of and
adjacent to the Phases I & II Extension was previously removed to the extent practical
and the remainder abandoned (References: NC DWM DIN 21375 (Revised Report with
Documentation) and DIN 21384 (Acknowledgement of French Drain Removal)).

Once the site was staked, excavation and stockpiling activities were performed. Suitable
soils identified for use as structural fill were excavated and placed and compacted or
were temporarily stockpiled. A portion of the structural fill came from the County’s
nearby active borrow area.

During construction of the subgrade for Phase IIIA-2, Mr. Pieter Scheer, P.E. visited the
site and examined the subgrade in accordance with the requirements of 15A NCAC
13B.0540. As anticipated based on the site investigations performed in this area, no
evidence of bedrock or groundwater was observed in excavations made to reach
subgrade elevations.

An as-built drawing showing completed subgrade elevations is provided in Appendix D.
Permitted seasonal high groundwater contours are also shown on this drawing to
illustrate the separation to groundwater. It is noted that much of the southwestern
portion of Phase IIIA-2 was constructed higher than design grades to stay sufficiently
above wet areas encountered during placement of structural fill.

Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Page 4
4.0 CQA PROGRAM
4.1 Scope of Services
In satisfying the requirements of the Project CQA Manual for Phase IIIA-2, the following
activities were performed:

 Observation and documentation of construction of prepared subgrade and
structural fill.
 Field and laboratory testing of structural fill.
 Verification of the soil types in the upper two (2) feet of the subgrade.
 Review/preparation of record drawing.
 Preparation of the final CQA report.

5.0 EARTHWORK CQA
The criteria for construction of structural fill per the project specifications included the
following:

Materials: SP*, SW*, SM, SM-SC, SC, ML, MH, ML-CL, CL, or CH (ASTM
D 2488) with no topsoil or other deleterious material and no
stones or rocks in excess of one half the lift thickness as
compacted;
Density: Minimum 95% Maximum Standard Proctor Dry Density
(ASTM D 698);
Moisture Content: As necessary for compaction; and
Lift Thickness: 8-inch max. (compacted).

*Within the limits of the landfill, SP (poorly-graded sand) and SW (well-graded sand)
soils are not allowed in the upper two (2) feet of the subgrade (see Section 5.1).

The number and results of material control and record tests performed on the structural fill are
summarized in Table 1. Other tests performed on an on-going basis during construction
included a visual classification of soils (ASTM D 2488) and monitoring of loose lift thickness.
Note that the number of tests required was based on an approximate quantity of 10,000 CY of
material placed (in-place measure). The results of field and laboratory testing of structural fill
can be found in Appendix C. An as-built drawing showing completed subgrade elevations is
provided in Appendix D.

Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Page 5
5.1 Soil Types in Upper Two Feet of Landfill Subgrade
For this site, no SP, SW, or coarser soil types (as defined using ASTM D 2488) were found
to be present within the limits of Phase IIIA-2 based on visual inspection and testing
performed as part of construction. Additionally, the County generally excavated to two
feet below design subgrade in cut areas such that materials could be monitored during
placement. Five tests performed on actual materials placed in the upper two feet of the
landfill subgrade show that the soils used were classified as SM of SC. These soil types
meet the requirements of 15A NCAC 13B.0540 for the upper two feet of the landfill
subgrade. Given that the materials tested appeared to be representative of all materials
placed as structural fill during construction, the five material classification tests were
deemed to be sufficient.

6.0 RECORD DRAWING
The following record (as-built) drawing depicting the construction of Phase IIIA-2 can be found
in Appendix D:

 Subgrade (prepared by S+G using surveyed elevations by 4D Site Solutions, Inc.,
Jimmy Holland, PLS).

Harnett County AC C&DLF - Phase IIIA-2 Construction Quality Assurance Report
November 2016 (Revised) Page 6

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Anderson Creek C&D Landfill
Phase IIIA-2
TABLE 1
SUMMARY OF MATERIAL CONTROL
AND RECORD TESTS
STRUCTURAL FILL
(Revised 11/10/16)
Control Tests
Units ----- % Std. Proctor %
Test Method ASTM D 698 ASTM D 2937 ASTM D 4959
Required Test Frequency 5,000 CY per each soil
20,000 ft2 per lift & 1 per
500 LF of Berms (<200 ft.
base width) (+/- 1 Per 500
CY)
20,000 ft2 per lift & 1 per
500 LF of Berms (<200 ft.
base width) (+/- 1 Per 500
CY)
No. of Tests Required 22020
No. of Tests Performed 23535
Specified Value ----- > 95% Std. Proctor As Required for Density
Minimum Value ----- 95 -7 % Opt.
Maximum Value ----- 103 -0 % Opt.
Average Value ----- 97 -3 % Opt.
Quantity of Structural Fill (In-Place):10,000 CY (Approx)
Record Tests
Property
Moisture-Density
Relationship (Proctor)In-Place Density In-Place Moisture Content
SMITH GARDNER, INC.Table 1 - Structural Fill HC ACLF CQA Report Table 1 R1.xls

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Appendix A
Photographic Log

Construction Quality Assurance Report
Harnett County Anderson Creek C&D Landfill - Phase IIIA-2
Spring Lake, North Carolina

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PHOTOGRAPHIC LOG
Client Name:
Harnett County, North Carolina

Site Location:
Anderson Creek C&DLF – Phase IIIA-2

Project No.
HARNETT-AC-15-2

Photo No.
1
Date
7/28/15
Direction Photo Taken:

East
Description:

Initial Earthwork
Activities for Phase IIIA

Photo No.
2 Date
3/17/16
Direction Photo Taken:

East
Description:

Earthwork in Phase
IIIA-2
PHOTOGRAPHIC LOG
Client Name:
Harnett County, North Carolina

Site Location:
Anderson Creek C&DLF – Phase IIIA-2

Project No.
HARNETT-AC-15-2

Photo No.
3
Date
10/24/16
Direction Photo Taken:

East
Description:

View from Northern
Berm (Prior to Storm
Repairs)

Photo No.
4 Date
10/27/16

Direction Photo Taken:

Southwest
Description:

Low End of Phase IIIA-2
(After Storm Repairs)
PHOTOGRAPHIC LOG
Client Name:
Harnett County, North Carolina

Site Location:
Anderson Creek C&DLF – Phase IIIA-2

Project No.
HARNETT-AC-15-2

Photo No.
5
Date:
10/27/16

Direction Photo Taken:

South
Description:

Berm at Low End of
Phase IIIA-2
(Temporary Pipe to be
Removed Prior to
Waste Placement in
this Area)

Photo No.
6 Date:
10/27/16

Direction Photo Taken:

East
Description:

East End of Phase IIIA-
2

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Appendix B
CQA Meeting Documentation

Construction Quality Assurance Report
Harnett County Anderson Creek C&D Landfill - Phase IIIA-2
Spring Lake, North Carolina

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MEMORANDUM

Date: August 19, 2015
To: CQA Report
From: Pieter K. Scheer, P.E.
Smith Gardner, Inc.
RE: Harnett County C&DLF - Phase IIIA
CQA Meeting Documentation

Attendees:

Amanda Bader, Harnett County
Al Truelove, Harnett County
Randy Smith, Harnett County
Andrew Holland, Harnett County
Mike Morton, GeoTechnologies
Pieter Scheer, Smith Gardner (S+G)

Meeting Summary:

A construction quality assurance (CQA) meeting was held Tuesday July 7th at the site to
discuss the plans for the placement of structural fill for construction of the Phase IIIA of the
Harnett County Anderson Creek Construction and Demolition Debris (C&D) Landfill. The
meeting began at approximately 2:00 p.m. and lasted approximately 30 minutes.

The County will contact Streamline Land Surveying (Robert Godwin, PLS) for staking of the
site. Streamline will also prepare an as-built survey at the completion of the work.

The County will contact S+G/GeoTechnologies to perform moisture/density testing of
structural fill placed. Earthwork testing and subgrade verification will follow the attached
specification and CQA requirements (anticipated earthwork quantities are identified also).
S+G will prepare the certification report which will include the as-built survey and
information from tests performed by GeoTechnologies.

Attachment: Phase IIIA CQA Meeting Agenda

Harnett County C&DLF - Phase IIIA Construction
July 7, 2015 Page 1
PHASE IIIA CQA MEETING
AGENDA

1. Quantities:

A. Area = 2.1 Acres (91,500 SF)
B. Excavation = 38,600 CY
C. Structural Fill = 4,100 CY

2. Review of Specification Requirements:

Earthwork (Perimeter Berms and Subgrade):
$ Compaction Requirements: > 95% Std. Proctor; moisture content as
required to obtain density
$ Surveying: Verify elevation and slope of completed subgrade
$ Upper 2 Feet of Subgrade Must be SM, SC, ML, MH, CL, or CH

3. Review of CQA Requirements:

A. Control Tests on Subgrade Material
 Visual Classification
 Moisture-Density Relationship: 1 per 5,000 CY (per Each Soil)

B. Approval of Subgrade (visual (by P.G. or P.E. (S+G) and review of survey information)

C. CQA Testing:
$ In-Place Moisture/Density Testing: 20,000 SF/Lift & 1 per 500/LF/Lift of
Berms
$ Verification of Subgrade Soil Type (Upper 2 Feet):
o Visual Classification: 1 per 5,000 SF (Throughout)
o Atterberg Limits: 1 per 10,000 SF (10 Tests Min.)
o Grain Size Analysis: 1 per 10,000 SF (10 Tests Min.)

Appendix C
Earthwork CQA Data

Construction Quality Assurance Report
Harnett County Anderson Creek C&D Landfill - Phase IIIA-2
Spring Lake, North Carolina

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(Clear, 70°F)March 10, 2016
GeoTechnologies representative was onsite to perform density testing. Density testing was performed on cell A - clay liner. A
total of 1 density test was performed today. All density tests met compaction and moisture requirements. The contractor was
informed of the results.
Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 100.4 0.4 P -2'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 10, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Kristopher Gonzalez Al TruelovePRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 10, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
6†03/10/2016 D-2937 132.1 115.5 14.4 D-698 115.0 14.0 95 100+Cell A - clay liner -2'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
March 15, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton
(CLOUDY, 66°F)March 14, 2016
GeoTechnologies representative was onsite to perform in-place density testing. A total of one soil density test was performed
today. The density test met compaction and moisture requirements. Density testing was performed on lower section of the
landfill as shown on the attachment. The contractor was informed of the results. Representative departed the site once
testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 95.6 -0.4 P -3'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 14, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Jackson Langat PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 15, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 14, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Jackson Langat PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 15, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
7†03/14/2016 D-2937 121.6 109.0 11.6 D-698 114.0 12.0 95 95.6 Lower slope, as shown on the attachment -3'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
March 17, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Clear, 75°F)March 17, 2016
GeoTechnologies representative was onsite to perform soil density testing. Density testing was performed on fill placed in cell
A. Test Results passed compaction requirements. The contractor was informed of the results.
Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 96.5 -4.3 P SG
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 17, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allan Beam PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 17, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 17, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allan Beam PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 17, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
8†03/17/2016 D-2937 123.2 113.9 8.2 D-698 118.0 12.5 95 96.5 Cell A SG
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
March 21, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Cool, 55°F)March 22, 2016
GeoTechnologies representative was onsite to perform in-place density testing on the area highlighted on attached site plan.
One drive tube test was taken in this area, and this test met requirements for compaction and moisture. The contractor was
informed of the results. No other tests were needed, so the technician departed the site.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 98.6 -0.6 P SG
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 22, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Dale Morton PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 22, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 22, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Dale Morton PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 22, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
9†03/22/2016 D-2937 129.5 114.2 13.4 D-698 115.8 14.0 95 98.6 See attached site plan for exact location.SG
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
March 28, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Clear, 50°F)March 30, 2016
Technician performed drive tube density test and check plug on fill placed adjacent to marker #245 at elevation 309.77.
Test passed with 100.1% compaction and +2.1% moisture.
Reported test results to Al Truelove with Harnett County Services.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 101.3 -2.0 P 309.77
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 30, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allen Henry Al Truelove- Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
March 31, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
10†03/30/2016 D-2937 136.0 123.6 10.0 D-698 122.0 12.0 95 100+Adjacent to marker #245 309.77
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
April 04, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton
(CLOUDY, 72°F)March 31, 2016
GeoTechnologies representative was onsite to perform in-place density testing. Density testing was performed on lower north
side of the work area as shown on the attachment. The density tests met compaction and moisture requirements. A total of 1
soil density tests were performed today.
The contractor was informed of the results. Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 95.9 -2.7 P -1'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 31, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Jackson Langat PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
April 01, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: March 31, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Jackson Langat PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
April 01, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
11†03/31/2016 D-2937 125.8 114.1 10.3 D-698 119.0 13.0 95 95.9 As shown on the attachment -1'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
April 04, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Sunny, 75°F)August 25, 2016
GeoTechnologies reported to the above referenced site to observe bottom prior to new fill and to perform density tests on fill
placed as landfill phase 3A. See sketch attached to field report for locations. A total of two density tests were conducted
using drive tube method. Both density tests passed to meet specification of 95% standard proctor maximum dry density. The
contractor was informed of the results.
Technician evaluated utilizing a 1/2'' diameter steel probe rod to check bottom prior to new fill and noticed soft and wet
material with groundwater. Technician recommends 3' bridgelift over wet areas and compact the top of the bridgelift. The
contractor requested that density tests be conducted on 8-26-16, Friday, in the morning.
Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 96.3 -4.3 P -2'
2 Drive Tube 98.1 -3.4 P -8''
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 25, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:John Berger Andrew w/Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 25, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 25, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:John Berger Andrew w/Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 25, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
12†08/25/2016 D-2937 123.3 115.0 7.2 D-698 119.4 11.5 95 96.3 Landfill area phase 3A. See sketch for locations.-2'
13†08/25/2016 D-2937 126.6 117.1 8.1 D-698 119.4 11.5 95 98.1 Landfill phase 3A. See sketch for locations -8''
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
August 30, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Sunny, 86°F)August 26, 2016
GeoTechnologies reported to the above referenced site to perform density tests on fill placed as landfill area Phase 3A. A
total of two density tests were conducted using drive tube method. Both density tests passed to meet specification of 95%
standard proctor maximum dry density.
The contractor was informed of the results. Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 99.1 -3.9 P -6"
2 Drive Tube 97.1 -6.0 P -1'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 26, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:John Berger Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 29, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
14†08/26/2016 D-2937 126.3 115.7 9.2 D-698 116.8 13.1 95 99.1 Landfill area phase 3A -6"
15†08/26/2016 D-2937 121.5 113.4 7.1 D-698 116.8 13.1 95 97.1 Landfill area phase 3A -1'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
August 30, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton
(Cloudy, 73°F)August 29, 2016
GeoTechnologies reported to the above referenced site to perform density tests on fill placed as Landfill phase 3A. See
sketch attached to field report for locations. A total of 2 density tests were conducted using drive tube method. Both density
tests passed to meet specification of 95% standard proctor maximum dry density.
Technician also collected a small bag sample where density was tested and to transport to Raleigh soils lab for a Grain Size
and Atterberg test.
The contractor was informed of the results. Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 101.7 -0.8 P -4"
2 Drive Tube 101.4 -1.2 P -1'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 29, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:John Berger Andrew with Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 29, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 29, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:John Berger Andrew with Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 29, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
16†08/29/2016 D-2937 129.3 111.8 15.7 D-698 109.9 16.5 95 100+Landfill area phase 3A. See sketch for locations -4"
17†08/29/2016 D-2937 128.4 111.4 15.3 D-698 109.9 16.5 95 100+Landfill area phase 3A. See sketch for locations -1'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 01, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Cloudy, 83°F)August 30, 2016
GeoTechnologies representative was onsite to perform density testing. A total of 2 density tests were performed today.
Density testing was performed on phase A. All density tests met compaction and moisture requirements. Attached is picture of
test area.
The contractor was informed of the results.
Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 96.0 -1.9 P SG
2 Drive Tube 95.4 -1.6 P SG
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 30, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Jackson Langat PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 30, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 30, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Jackson Langat PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 30, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
18†08/30/2016 D-2937 127.4 116.3 9.5 D-698 121.1 11.4 95 96.0 Upper end of Phase A SG
19†08/30/2016 D-2937 126.8 115.5 9.8 D-698 121.1 11.4 95 95.4 Lower end of Phase A SG
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 01, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Sunny, 75°F)August 31, 2016
GeoTechnologies reported to the above referenced site to perform density test on fill placed as Landfill phase 3A. See sketch
attached to field report for locations. One density test was conducted using drive tube method. One density test passed to
meet specification of 95% standard proctor maximum dry density.
The contractor was informed of the results. Contractor requested that density tests be conducted on Thursday, 9-1-16, at
8:00 am.
Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 96.7 -2.4 P -16"
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 31, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:John Berger Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 31, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: August 31, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:John Berger Harnett CountyPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
August 31, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
20†08/31/2016 D-2937 125.1 113.6 10.1 D-698 117.5 12.5 95 96.7 Phase 3A -16"
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 02, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Sunny, 84°F)September 01, 2016
GeoTechnologies representative was onsite to perform soil density testing. Density testing was performed on Phase IIIA of the
landfill expansion, see attached photo for location of samples taken. A total of 2 soil density tests were performed today. All
density tests met compaction and moisture requirements.
The contractor was informed of the results. Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 98.7 -3.1 P -2'
2 Drive Tube 98.5 -5.4 P -1'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 01, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Lee Hotchkiss Randy SmithPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 02, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 01, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Lee Hotchkiss Randy SmithPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 02, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
21†09/01/2016 D-2937 127.8 117.0 9.2 D-698 118.5 12.3 95 98.7 Phase III A, (Sample A-see photo)-2'
22†09/01/2016 D-2937 124.8 116.7 6.9 D-698 118.5 12.3 95 98.5 Phase III A, (Sample B-see photo)-1'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 06, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Clear, 95°F)September 07, 2016
GeoTechnologies representative was onsite to perform soil density testing. Density testing was performed on fill placed in
Phase 3 Section A. Two density tests were performed. See attached diagram for test locations. Both density tests met
compaction and moisture requirements.
The contractor was informed of the results. Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 103.3 -3.2 P SG
2 Drive Tube 95.2 -4.7 P -8"
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 07, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allan Beam PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 08, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 07, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allan Beam PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 08, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
23†09/07/2016 D-2937 135.2 123.7 9.3 D-698 119.8 12.5 95 100+Phase 3 Section A SG
24†09/07/2016 D-2937 123.0 114.1 7.8 D-698 119.8 12.5 95 95.2 Phase 3 section A -8"
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 09, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Clear, 90°F)September 09, 2016
GeoTechnologies representative was onsite to perform soil density testing. Density testing was performed at 3 locations
indicated by contractor. All tests passed compaction requirement.
The contractor was informed of the results. Representative departed the site once testing/inspections were completed.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 95.3 -6.9 P SG
2 Drive Tube 95.2 -5.4 P -3'
3 Drive Tube 96.9 -5.2 P -3'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 09, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allan Beam PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 12, 2016
(Clear, 85°F)September 10, 2016
Technician performed three drive tube density tests and a one point proctor determination on berm in phase 3A.
All tests passed for compaction, but test #3 was 5% dry of optimum.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 95.4 -3.4 P 314
2 Drive Tube 94.6 -2.8 P 314.47
3 Drive Tube 96.4 -5.0 P 314
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 10, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allen Henry PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 12, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 10, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Allen Henry PRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 12, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
25†09/10/2016 D-2937 123.1 113.0 8.9 D-698 118.5 12.3 95 95.4 Sta 239 314
26†09/10/2016 D-2937 122.8 112.1 9.5 D-698 118.5 12.3 95 95.0 Sta 240 314.47
27†09/10/2016 D-2937 122.5 114.2 7.3 D-698 118.5 12.3 95 96.4 Sta 238 314
28†09/09/2016 D-2937 120.0 115.3 4.1 D-698 121.0 11.0 95 95.3 Phase 3 section A SG
29†09/09/2016 D-2937 121.7 115.2 5.6 D-698 121.0 11.0 95 95.2 Phase 3 Section A berm -3'
30†09/09/2016 D-2937 124.1 117.3 5.8 D-698 121.0 11.0 95 96.9 Phase 3 Section A berm -3'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 14, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton
(Sunny, 86°F)September 12, 2016
GeoTechnologies representative was onsite to perform soil density testing. Density testing was performed on the berm along
the northern rim of Phase IIIA of the landfill expansion. For sample points and specific location refer to attached photo.
A total of 6 soil density tests were performed today. Tests taken from points A1 and C1 at the -2' elevation did not meet
specification for compaction. Grading contractor was notified of results. A retest was taken at point B2 and did meet specified
compaction of 95%.
GeoTechnologies representative also collected bag samples of material for further processing at GeoTechnologies' lab. Bag
samples were labeled with their corresponding point on the photo provided.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 94.0 -3.6 F -2'
2 Drive Tube 94.8 -2.7 P -2'
3 Drive Tube 93.6 -2.8 F -2'
4 Drive Tube 93.1 -3.1 F -3'
5 Drive Tube 95.0 -3.9 P -2'
6 Drive Tube 94.8 -3.7 P -1'
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 12, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Lee Hotchkiss AndrewPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 13, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 12, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Lee Hotchkiss AndrewPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 13, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
31†09/12/2016 D-2937 122.4 113.8 7.6*D-698 121.0 11.2 95 94.0*Point A1 (on provided photo)-2'
31a†09/12/2016 D-2937 122.7 113.2 8.4 D-698 121.0 11.2 95 93.6*Point C1 (on provided photo)-2'
31b†09/12/2016 D-2937 123.3 114.9 7.3 D-698 121.0 11.2 95 95.0 Point B2 (on provided photo)-2'
32†09/12/2016 D-2937 124.5 114.7 8.5 D-698 121.0 11.2 95 95.0 Point B1 (on provided photo)-2'
33†09/12/2016 D-2937 121.8 112.7 8.1*D-698 121.0 11.2 95 93.1*Point A2 (on provided photo)-3'
34†09/12/2016 D-2937 123.3 114.7 7.5 D-698 121.0 11.2 95 95.0 Point C2 (on provided photo)-1'
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 15, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
(Sunny, 87°F)September 13, 2016
GeoTechnologies representative was onsite to perform soil density testing. Density testing was performed on the berm along
the northern rim of Phase IIIA of the landfill expansion. For sample points and specific location refer to attached photo.
A total of 7 soil density tests were performed today. A follow up re-test was taken at Point B1 on provided photo. All tests of
material met required specification for compaction. The contractor was informed of the results.
FIELD INSPECTION AND OBSERVATION:
Stone Depth (in.)Type of Test ElevationPass/FailCompactionWc +/- Opt.#
DENSITY TEST RESULTS
1 Drive Tube 97.7 -3.8 P -1'
2 Drive Tube 96.4 -3.2 P -3'
3 Drive Tube 97.9 -5.0 P SG
4 Drive Tube 97.5 -2.6 P -1'
5 Drive Tube 95.1 -3.3 P -1'
6 Drive Tube 97.9 -3.3 P SG
7 Drive Tube 97.2 -5.1 P SG
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 13, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Lee Hotchkiss AndrewPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 14, 2016
CONCRETE
STRUCTURAL STEEL SOILS
FOOTING CHECK
OTHER (SPECIFY):
Anderson Creek C & D Landfill Expansion
Harnett County
3200 Wellington Court, Suite 108
Raleigh, NC 27615
[phone]
LOCATION:
PROJECT:
FIELD REPORTDATE OF VISIT: September 13, 2016
License No. C-0894
RE:1150502CAPROJECT NO:
GEOTECHNOLOGIES REP:Lee Hotchkiss AndrewPRESENT AT SITE:
REVIEWED BY:
APPROVED:
Michael Morton
September 14, 2016
Location Elevation
or Stone
Depth
Test
Percent
Specified
Percent
In-Place
CompactionReference Standard
Optimum
Moisture
ContentMDDType
Moisture
Content
In-Place Density Test
Dry
Density
Wet
DensityTypeDate#
32a†09/13/2016 D-2937 126.0 116.7 8.0 D-698 121.0 11.2 95 96.4 Point B1 (refer to provided photo)-3'
35†09/13/2016 D-2937 126.9 118.2 7.4 D-698 121.0 11.2 95 97.7 Point A1 (refer to provided photo)-1'
36†09/13/2016 D-2937 125.7 118.4 6.2 D-698 121.0 11.2 95 97.9 Point C1 (see provided photo)SG
37†09/13/2016 D-2937 128.1 118.0 8.6 D-698 121.0 11.2 95 97.5 Point A2 (refer to provided photo)-1'
38†09/13/2016 D-2937 124.2 115.1 7.9 D-698 121.0 11.2 95 95.1 Point B2 (refer to provided photo)-1'
39†09/13/2016 D-2937 127.8 118.4 7.9 D-698 121.0 11.2 95 97.9 Point C2 (refer to provided photo)SG
40†09/13/2016 D-2937 124.8 117.6 6.1 D-698 121.0 11.2 95 97.2 Point A3 (refer to provided photo)SG
* = Failed Specified Compaction and/or Moisture Content All Test Locations and Elevations are approximate
D-1556: Test Method for Density and Unit Weight of Soil In Place by Sand Cone Method, D-1557: Laboratory Compaction Characteristics of Soil Using Modified Effort, D-2167: 08
Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber, D-2937: Test Method for Density of Soil In Place by Drive Cylinder Method, D-4959: Test Method for
Determination of Soil by Direct Heating, D-558: Moisture - Density Relations of Soil-Cement Mixtures, D-6938: Test Method for Density of Soil and Soil Aggregate in Place by Nuclear
Method, D-698: Laboratory Compaction Characteristics of Soil Using Standard Effort
References:
Distribution:Pieter K. Scheer, P.E., Amanda Bader, Al Truelove
† Note: A field technician was not present during the actual fill placement; therefore, field tests are only indicative of location and elevation.
In-Place Density Test Results
Project Info:
Client:
Report Date:
Project No:
Client Job No:
Anderson Creek C & D Landfill Expansion / Harnett County, NC
Harnett County Engineering & Fac. Maintenance 1150502CA
September 16, 2016
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894 Page:1
Name (Technical Responsibility)Signature
Michael K. Morton

This page intentionally left blank.
0
10
20
30
40
50
60
70
80
90
100
680.00124680.0124680.1246812468102468100
Anderson Creek Landfill
1"
P.L. P.I.
Project: Job No.:
Date:
Soil Description or Classification
Harnett Co., NC
1-15-0502-CA
NP Brown Silty Fine to Medium Sand
10/5/16
3/
8
"
GRAVEL SAND
NP
FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
NP
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
U.S. Standard Sieve Sizes
Grain Size In Millimeters
GRAIN SIZE DISTRIBUTION
3/
4
"
1/
2
"
S-3
#4 #10 #20 #40 #60 #100 #200
Boring No.Elev./Depth Nat. W.C. L.L.
3200 Wellington Court, Ste 108Raleigh, NC 27615
Date Recieved:
Dates Tested:
0
10
20
30
40
50
60
70
80
90
100
680.00124680.0124680.1246812468102468100
Anderson Creek Landfill
1"
P.L. P.I.
Project: Job No.:
Date:
Soil Description or Classification
Harnett Co., NC
1-15-0502-CA
NP Brown Silty Fine to Medium Sand
10/5/16
3/
8
"
GRAVEL SAND
NP
FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
NP
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
U.S. Standard Sieve Sizes
Grain Size In Millimeters
GRAIN SIZE DISTRIBUTION
3/
4
"
1/
2
"
S-4
#4 #10 #20 #40 #60 #100 #200
Boring No.Elev./Depth Nat. W.C. L.L.
3200 Wellington Court, Ste 108Raleigh, NC 27615
Date Recieved:
Dates Tested:
0
10
20
30
40
50
60
70
80
90
100
680.00124680.0124680.1246812468102468100
Anderson Creek Landfill
1"
P.L. P.I.
Project: Job No.:
Date:
Soil Description or Classification
Harnett Co., NC
1-15-0502-CA
30.0 Orange Brown Clayey Silty Fine to Medium Sand
9/22/16
3/
8
"
GRAVEL SAND
31.0
FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
61.0
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
U.S. Standard Sieve Sizes
Grain Size In Millimeters
GRAIN SIZE DISTRIBUTION
3/
4
"
1/
2
"
CL-1
#4 #10 #20 #40 #60 #100 #200
Boring No.Elev./Depth Nat. W.C. L.L.
3200 Wellington Court, Ste 108Raleigh, NC 27615
Date Recieved:
Dates Tested: 8/29-9/9/2016
8/29/2016
0
10
20
30
40
50
60
70
80
0 20 40 60 80 100
CL-1
S-1
S-2
S-3
S-4
Specimen Identification LL PL PI Fines Classification
P
LAS
TI
CIT
Y
I
NDE
X
CL
ML
CH
MH
LIQUID LIMIT (LL)
ATTERBERG LIMITS' RESULTS

61
34
31
NP
NP
31
27
24
NP
NP
CL-ML
ASTM D-4318
30
7
7
NP
NP
39.9
35.2
31.1
13.2
15.8
Orange Brown Clayey Silty Fine to Medium Sand
Orange Brown Clayey Silty Medium to Fine Sand
Orange Brown Clayey Silty Medium to Fine Sand
Brown Silty Fine to Medium Sand
Brown Silty Fine to Medium Sand
PROJECT JOB NO.DATEAnderson Creek Landfill - Harnett Co., NC 1-15-0502-CA
10/5/16
3200 Wellington Court, Ste 108
Raleigh, NC 27615
Date Recieved:
Dates Tested:

Appendix D
Record Drawing

Construction Quality Assurance Report
Harnett County Anderson Creek C&D Landfill - Phase IIIA-2
Spring Lake, North Carolina

This page intentionally left blank.

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