NCD980602163_19961014_Warren County PCB Landfill_SERB C_Proposal for Excavation, Handling & Storage of PCB Contaminated Soils-OCR

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PROPOSAL FOR EXCAVATION,
HANDLING, AND STORAGE OF PCB
CONTAMINATED SOILS
FROM THE
WARREN COUNTY PCB LANDFILL
WARREN COUNTY, NORTH CAROLINA ,~-:·: .
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Prepared for:
North Carolina Department of Environment,
Health, and Natural Resources
Division of Waste Management
Raleigh, NC 27611-7687
S&ME Proposal No. P 1012-96V
Prepared by:
S&ME, Inc.
3100 Spring Forest Road
Raleigh, NC 27604
(L Yn~YMX
Walter J eckwith, P.G.
Senior Project Geologist
Ann M. Borden, P.G., Vice President
Project Manager
October 14, 1996
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•• S&ME
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I Recycled Paper
October 11 , 1996
Mr. William L. Meyer, Director
North Carolina Department of Environment, Health and Natural Resources
Division of Waste Management
P.O. Box 27687
Raleigh, North Carolina 27611-7687
Reference: Proposal for Excavation, Handling and Storage of PCB Contaminated
Soils from Warren County PCB Landfill
Warren County, North Carolina
S&ME Proposal No. P1012-96V
Dear Mr. Meyer:
S&ME, Inc. (S&ME) is pleased to submit this proposal to provide excavation, handling and
storage of PCB contaminated soils from the Warren County PCB Landfill. Our proposal
is in response for your Request for Proposals (RFP), dated February 5, 1996 and the
adden.dum dated September 18, 1996. Additionally, we have incorporated information
received during a pre-bid meting on February 16, 1996 and a site visit on February 21,
1996. The following presents a scope of services that will be performed according to the
attached work plan, costs to complete this scope, qualifications and experience of the
project team, and the financial information that was requested.
The attached proposal outlines (1) our understanding of the project information, (2) a
proposed scope of services for the work, (3) a cost estimate for the excavation handling
and storage of the landfill soils, and (4) work schedule for completing the field work and
issuance of a written report.
S&ME, Inc. 3100 Spring Forest Road, Raleigh, North Carolina 27604, [phone], Fox [phone]
Moiling address: P.O. 13ox 58069, Raleigh, North Carolina 27658-8069
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PROJECT DESCRIPTION
The Warren County PCB Landfill is located on the east side of SR 1604 approximately 2.0
miles from the intersection of SR 1604 and US 401, south of Warrenton, North Carolina.
The Landfill, occupying 2.5 acres, was designed to accept PCB-laden soils excavated
from the shoulders of approximately 241 miles in 14 counties of North Carolina highways
which had been contaminated by an illegal release in 1978. Concentrations of PCBs in
soils within the landfill range from 150 to 900 mg/Kg (parts per million) with an average
concentration of 350 mg/Kg.
The State of North Carolina is committed to detoxification of the PCB landfill utilizing
appropriate and feasible technology. Toward this end, the State has established a Joint
Warren County/State PCB Landfill Working Group to evaluate technologies for
detoxification of the landfill. The purpose of this proposal is to provide a work plan and cost
estimate for excavating, handling and storing PCB-contaminated soils from the landfill for
utilization in bench scale detoxification studies.
SCOPE OF SERVICES
This proposal describes the methodology S&ME proposes to use to obtain 24 to 28 cubic
feet of landfilled soil for bench scale testing of the landfill soils. Soil for the pilot tests will
be obtained from two locations. At the completion of drilling, a 6-inch PVC recovery well
will be constructed in each borehole to allow future extraction of water trapped within the
landfill. The scope of work includes an engineering evaluation of the upper liner system.
SB-ME intends to perform the work in an efficient, cost effective manner that is protective
of personnel present at the site and that does not compromise the integrity of the landfill
liner system.
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N. C. Division of Waste Management
Warren County PCB Landfill
S&ME Proposal P1012-96V
October 11 , 1996
The following paragraphs discuss the organization of our submittal. Our proposal is
complete, covering such tasks as project site security, sample QA/QC to substantiate the
work and if you wish (optional) involvement with the local community.
Section 1 includes a discussion of the project background. Section 2 presents the Work
Plan that will be used to direct the work at the site. Section 3, presents the Sampling and
Analysis Plan that describes the methodology that will be used. Sections 4 and 5 are the
Quality Assurance Plan and Data Management Plans. These procedures provide
assurances that the work will be able to stand up to any regulatory or citizen group
scrutiny. Sections 6 and 7 outline the schedule and detail estimated project costs.
Section 8 is a Statement of Qualifications for S&ME. We believe that you will find S&ME
is uniquely qualified to complete this project.
At the completion of the project activities, a report will be prepared documenting the field
activities performed, sampling protocols, laboratory results and our interpretation of cap
conditions at the two locations.
COST ESTIMATE
S&ME proposes to provide the revised scope-of-services presented above on a time and
materials cost basis in accordance with the attached Schedule of Fees. Based on the
scope of work outlined above, we estimate the time-and-material cost of the work will be
approximately $ 99,502. Should you want to include the optional scope of work that
includes the community relation services, the optional services are estimated to cost
approximately $25,000.
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N. C. Division of Waste Management
Warren County PCB Landfill
SCHEDULING
S&ME Proposal P1012-96V
October 11 , 1996
Upon authorization, S&ME will immediately begin preparations to implement the field
activities, from authorization to issuance of the final report will require approximately 10
weeks . We anticipate that the initial startup activities would require approximately two
weeks. Mobilization of personnel to construct the decontamination pad, temporary staging
areas, and opening of the excavations would be scheduled first. It is anticipated that
during the first week at the site, both excavations will be opened to evaluate portions of the
PVC liner and the field permeability testing would be completed .
The drill rig and crew would be mobilized to the site during the second week. We
anticipate advancement of the boreholes, split spoon sampling and well construction will
require another one to two weeks. QA/QC sampling, characterization of wastes, and
preparations for demobilization will require part of the following week. Issuance of a report
will require approximately four weeks from the completion of the field activities.
QUALIFICATIONS
S&ME is uniquely qualified to provide the requested scope of services. Our qualifications
are below:
■ Extensive Landfill Experience in North Carolina: S&ME has completed various
services for landfills in more than 60 counties in North Carolina. We believe this
experience is unmatched.
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N. C. Division of Waste Management
Warren County PCB Landfill
S&ME Proposal P1012-96V
October 11, 1996
■ Experience with PCB Contaminated Soils: Two members of our project team
have extensive experience in working with PCB contaminated sites and with TSCA
regulations. S&ME has also provided extensive studies on a PCB Landfill in
Bloomington, Indiana.
■ Technical Qualifications: Members of our project team have extensive and
specialized knowledge relating to technical issues at this site including; Geology and
Groundwater, with specific experience in assessing landfills (Ann M. Borden, P.E.),
drilling technologies (Walter J. Beckwith, P.G.), PCB / TSCA Issues (Walter J.
Beckwith, P.G. and Gary M. Birk, P.E.), and landfill design (Dan Brewer, P.E.).
■ Drilling and Field Capabilities: S&ME owns and operates 21 drill rigs mounted on
a variety of carriers including trucks, all-terrain vehicles and skids, and has the
capability to advance boreholes through virtually any soil or rock conditions.
Approximately one-third of these rigs are located in Raleigh.
■ Local Presence: S&ME is one of the largest firms in North Carolina with
approximately 450 employees. Our corporate office is located in Raleigh, and will
be the project management locations for this scope of services in Warren County.
■ Knowledge of Soil and Subsurface Conditions in Warren County: S&ME has
completed approximately 50 subsurface and/or soil testing projects in Warren
County. Thus, we understand the issues that could arise at the Warren County
PCB Landfill. Additionally, S&ME has completed over 15,000 subsurface and soil
testing projects in North Carolina, with many of these sites located in the Piedmont
Physiographic Province of the State.
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N. C. Division of Waste Management
Warren County PCB Landfill
S&ME Proposal P1012-96V
October 11 , 1996
■ Experience with Contaminated Soils in North Carolina: S&ME has provided
environmental site assessment and remedial recommendations across North
Carolina for over 15 years. These studies have ranged from landfills, to industrial
sites, to military installation, to commercial sites, etc.
■ Laboratory Testing Capabilities: S&ME has one of the most extensive physical
testing laboratory capabilities in the United States. We can provide virtually any
physical test associates with liner materials, both clay and geosynthetics, and other
materials such as drainage materials, landfill refuse, etc. S&ME can evaluate the
liner material used at the Warren County PCB Landfill for chemical resistance,
weight and shape changes under service conditions, exposure, etc.
CLOSURE
We trust your review of our proposal will be favorable. Should you require any further
clarification on the scope of work proposed or if you have any additional questions, please
call us at [phone].
Sincerely,
, A , 1)1,1./,_
AnM. ore,P~
Vice President
,O,ffnc_._rce &-&~
Donald F. Carter, P~E.
Vice President
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
TABLE OF CONTENTS
1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.0 WORK PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.1 OBJECTIVES OF THE FIELD INVESTIGATION .................. 4
2.2 SCOPE OF WORK ................... ; . . . . . . . . . . . . . . . . . . . . . 4
2.2.1 Task 1 -Evaluation of The Upper Liner System .............. 5
2.2.2 Task 2 -Borehole Advancement and Well Construction ....... 8
3.0 SAMPLING AND ANALYSIS PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
3.1 Surface Wipe Sampling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
3.1.1 Waste Characterization Sampling . . . . . . . . . . . . . . . . . . . . . . . 14
3.1.2 QA/QC Sampling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
3.2 SAMPLE MANAGEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
3.3 DOCUMENTATION ........................................ 17
3.4 DECONTAMINATION PROCEDURES ......................... 17
3.6 INVESTIGATIVE DERIVED WASTE MANAGEMENT ............. 19
3.7 PROJECT SITE SECURITY ................................. 20
3.8 REPORTING ............................................. 21
3.9 COMMUNITY RELATIONS .................................. 21
4.0 QUALITY ASSURANCE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
4.1 PROJECT ORGANIZATION ................................. 25
4.2 DATA QUALITY OBJECTIVES ............................... 27
4.3 VARIANCES AND FIELD CHANGES .......................... 28
4.4 ANALYTICAL PROCEDURES ............................... 29
4.5 FIELD DATA VALIDATION AND REPORTING .................. 29
4.6 LABORATORY DATA AND REPORTING ...................... 30
4.7 IDENTIFICATION OF FIELD QUALITY CONTROL SAMPLES ...... 31
4.8 PERFORMANCE AND SYSTEM AUDITS ...................... 31
4.9 PREVENTATIVE MAINTENANCE ............................ 32
4.10 LABORATORY PRECISION, ACCURACY AND COMPLETENESS .. 33
4.11 CORRECTIVE ACTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
5.0 DATA MANAGEMENT PLAN ....................................... 37
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No . P1012-96V
October 11, 1996
6.0 SCHEDULE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
7.0 COST ESTIMATE ................................................. 41
8.0 STATEMENT OF QUALIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
8.1 GENERAL QUALIFICATIONS EVALUATION ...................... 42
8.1.1 Office Location and Organization . . . . . . . . . . . . . . . . . . . . . . . . 42
8.1.2 Firm Location and Knowledge of North Carolina . . . . . . . . . . . . 42
8.1.3 Organization of the Project Team (PMO) .................. 43
8.1.4 Team Qualifications and Competence .................... 43
8.2. GENERAL WORK EXPERIENCE ............................. 47
8.2.1 Special Work Experience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48
8.2.2 Personnel Resources . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
8.3 FINANCIAL EVALUATION CRITERIA ......................... 52
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
TABLE OF CONTENTS (CONTINUED)
Figure 1
Figure 2
Proposed Soil Containment during Drilling
Proposed Borehole/Well Construction
Appendix A Selected S&ME Staff Resumes
Appendix B Selected S&ME Project Descriptions
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Proposal for Excavation, Handling ,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
1.0 INTRODUCTION
S&ME Proposal No. P1012-96V
October 11, 1996
The Warren County PCB Landfill is located on the east side of SR 1604 approximately 2
miles from the intersection of SR 1604 and US 401 South, approximately 2 to 3 miles from
Warren, North Carolina. Construction of the PCB Landfill began in June 1982 as a
cooperative agreement between the EPA Superfund agency and the State of North
Carolina. The landfill is located on a 19.3 acre site of which the PCB Landfill cell occupies
2.5 acres.
The Warren County PCB Landfill was designed to accept PCB-laden soils excavated from
the shoulders of approximately 241 miles in 14 counties of North Carolina highways which
had been contam inated by an illegal release in 1978. After its completion in October 1982,
6,455 truckloads of roadside soil were disposed of at the landfill. In addition , another 768
truckloads of PCB-contaminated soil from Ft. Bragg in Fayetteville, NC were also disposed
of at the site. Concentrations of PCBs in soils within the landfill range from 150 to 900
mg/kg (parts per million), with an average concentration of 350 mg/kg. The principal PCB
congeners are Arochlor 1260 (61% weight percent), Arochlor 1254 (27 wt%) and Arochlor
1242 (12 wt%). Other organic contaminants include chlorinated benzene, furans and
dioxins present at parts per billion and parts per quadrillion concentrations.
As a result of a series of rain events which occurred during the soil disposal efforts and
before the landfill could be capped, substantial water became trapped in the landfill.
Between 500,000 and 1 million gallons of water are estimated to be in the bottom of the
landfill. Although the water does not pose an immediate threat to the landfill through
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
2.0 WORK PLAN
S&ME Proposal No. P1012-96V
October 11, 1996
The following Work Plan for the Warren County PCB Landfill has been developed for the
North Carolina Department of Environment, Health and Natural Resources, Division of
Waste Management ( the Division) in response to their request for Proposals (RFP) dated
February 5, 1996 and as amended in their Memorandum dated September 18, 1996. This
proposal has been prepared based on the RFP documents, S&ME's attendance of the
required Prebid Conference and the revisions stated in the September 1996 amendment.
Submittal of this Work Plan is a requirement of the RFP.
The Work Plan was developed to define the tasks and procedures to be performed and
to ensure the quality of the field operations during the field investigation. Since the bench
scale pilot tests w ill further define the nature of the PCB contamination, laboratory testing
identified in this Work Plan will be performed for (1) Quality Assurance/Quality Control
(QA/QC) to demonstrate that the work has not resulted in any release of media containing
PCBs to the environment and (2) determination of disposal options for investigative derived
wastes (IDW). The Plan provides methodologies for sampling and analysis of
environmental media, proper record keeping protocols, data quality objectives and
procedures for data review.
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Proposal for Excavation, Handling, S&ME Proposal No. P1012-96V
October 11, 1996 and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
2.1 OBJECTIVES OF THE FIELD INVESTIGATION
The objectives of the borehole investigation at the Warren County PCB Landfill are:
•
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To evaluate the effectiveness of the current top liner system
To obtain sufficient quantities of the landfilled soils (24 to 28 cubic feet) to
permit bench scale laboratory testing of possible dechlorination methods for
the PCB contaminated soils that are landfilled at the site.
To install recovery wells in the boreholes to allow possible extraction of water
trapped within the landfill.
To perform the tasks outlined in this Work Plan in a safe manner protective
of personnel present at the site that does not compromise the integrity of the
landfill liner system.
2.2 SCOPE OF WORK
The field activities will consist of two tasks. Task 1 consists of the evaluation of the upper
liner system. Task 2 involves construction of two boreholes and two wells and the
associated containerization and on-site handling of the four drums of landfill soils. All field
work, sampling, and testing will follow specific QA/QC procedures and will be completed
in one field mobilization. The individual tasks are discussed in the following sections.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
2.2.1 Task 1 -Evaluation of The Upper Liner System
Task 1 consists of two spot-check evaluations of the upper liner system. The upper liner
system consists of the topsoil ard vegetative cover, the liner protection soils, the PVC liner
and the two-foot clay cap that is located between the liner membrane and the landfilled
soils.
The vegetative cover and liner protection soils will be evaluated by opening an excavation
sized approximately 4-feet by 4-feet at each of the two boring locations. The excavation
will be opened through the 12 inches of topsoil using a rubber-tired skid-steer (Bobcat™)
loader. Topsoil removed from the excavation will be stockpiled onto plastic for reuse
around the completed well riser.
Excavation of the underlying liner protection soils will be performed by hand, using extreme
care not to damage the 10 mil PVC membrane liner. The soil will be removed from the
excavation using a shovel and broom. The excavated soils will be stockpiled on plastic,
separately from the topsoil, using the Bobcat™ loader to move the soils from the
excavation to the stockpile. The excavated liner-protection soils will be reused in
backfilling the excavation.
Topsoil and liner protective soil thickness will be measured from the walls of the
excavation. Soil conditions, such as relative compaction, evidence of biological
degradation of the cover soils by roots or animal burrows or other visual factors will be
evaluated. The vegetative cover will be described noting the lack or presence of stressed
vegetation, approximate depth of the root mat, etc.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
The membrane liner will be exposed by sweeping the remaining soil from the liner surface.
After cleaning, the PVC membrane surface will be inspected by a technician experienced
in liner construction/repair. The exposed membrane surface will be photographed. Holes
or damaged sections will be marked for repair. The technician will attach a PVC boot to
the liner. The boot will be attached to a 2.5-foot-long section of 16-inch diameter PVC
pipe. The pipe (pit casing) will be used as an attachment for the well riser and to prevent
damage to the liner during the drilling process. The technician will test the boot connection
to assure water tightness by filling the pit casing with water and visually checking the
outside of the boot for leaks.
After assuring the water-tightness of the boot connection, the area outside the pit casing
will be refilled to a depth of 12 inches with some of the liner protection soils originally
removed from the excavation. The soil will be lightly compacted by hand. The pit casing
will be cast into a concrete pad that will essentially fill the remaining excavation. The
concrete will serve to anchor the pit casing to prevent tearing of the boot or its attachment
to the liner during drilling and provide a flat smooth working surface at the top of the
borehole. The concrete will be vibrated during placement to fill any remaining voids and
to effect a satisfactory bond to the PVC pit casing.
After allowing the concrete to set, the PVC liner will be penetrated by cutting the liner inside
the pit casing with a sharp knife. The circular piece of liner will be removed and retained
for possible testing, if requested by the Division.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
After removing the PVC membrane, the drill rig will be positioned at the boring location.
A drill rig mounted on a rubber-tired all-terrain carrier will be utilized to reduce ground
contact pressures to minimize disturbance to the vegetative cover.
The clay cap soils will be evaluated by performing a saturated hydraulic conductivity field
test within a shallow hole opened with a hand auger in the clay soils. It is possible that
after opening the membrane, landfill gas (LFG) emissions through the clay soil cap may
not allow accurate measurements of field permeability, so undisturbed samples will also
be obtained with the drill rig using Shelby tubes (ASTM D 1587) for laboratory testing of
the cap permeability. The undisturbed samples will be labeled and handled appropriately
as containing PCB materials. The samples for geotechnical evaluation will be submitted
to a laboratory capable of testing PCB-contaminated media, although evaluation of the
PCB content is not proposed. In addition to laboratory permeability, samples will be tested
for moisture content, and soil classification. All of the samples will be visually examined
for soil structures such as desiccation cracking, staining, etc. and notable features will be
photographed.
The results of the cap evaluation will be integrated into a short report describing the
investigation procedures, test results, and our conclusions and recommendations regarding
the liner system. Four copies of the report will be submitted to the Division.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
2.2.2 Task 2 -Borehole Advancement and Well Construction
This task consists of the borehole advancement and construction of a recovery well in each
of two boreholes. To reduce costs , hollow stem auger sizes will be selected so that two
boreholes will be sufficient to generate the required 24 to 28 cubic feet of soil cuttings.
Two likely locations will be selected from as-built drawings. The proposed locations will
be along the crest of the landfill where the landfill thickness is at a maximum. The borings
will spaced apart to provide good areal coverage. Prior to opening the excavation, each
boring location will be established on the ground surface by a North Carolina-registered
land surveyor. The surveyor will be responsible for providing both horizontal and vertical
control at each iocation. The depth to the bottom liner will be calculated using the
surveyed land surface location and elevation and the as-built documents. Proposed boring
depth calculations will be submitted to the Division for their concurrence prior to drilling.
Because hollow stem augers can readily penetrate all of the soil types that are likely to be
encountered in the landfill, hollow stem auger drilling is specified as the drilling procedure
to be used. The auger flights will adequately remove soils at all moisture contents ranging
from dry to saturated. Thus, they will effectively remove material from the bottom of the
clay cap to the boring termination depth. The hollow stem augers also allow the collection
of split-spoon samples during drilling, as well as serving as temporary casings during
construction of the recovery wells.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
Based on the RFP, we understand that the landfill is a maximum of 24 feet thick. To
prevent possible breach of the bottom liner, continuous split-spoon samples will be
performed during the last 10 feet of drilling. The samples will be used to determine when
the boring reaches the filter fabric or underlying sand filter. The borehole will be terminated
at or slightly above t_he bottom clay liner, i.e., approximately five feet above the bottom PVC
membrane.
The drill rig will be set up at the boring location on a layer of plastic sheeting that has been
placed on the ground surface in the vicinity of the borehole. A temporary working surface
(pan) will be fabricated out of steel prior to mobilization. The pan will be constructed with
6 to 8-inch high sides and an 18-inch diameter opening. It will be placed at the borehole
so that it provides a metal working surface that surrounds the pit casing, serving as a
barrier for preventing any soil containing PCBs from contacting the ground surface. The
annular space between the pit casing and the pan will be sealed with a rubber flap similar
to the arrangement used for mud rotary drilling. Figure 1 shows the arrangement of the
pan at the borehole. The pan will be used to contain all of the cuttings generated by the
drilling process. The four drums to be filled will be placed on the pan so any spillage that
occurs when filling the drums will be contained. The pan will be decontaminated according
to the site-specific protocols after completion of each borehole.
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Proposal for Excavation, Handling,
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S&ME Proposal No. P1012-96V
October 11, 1996
Hollow stem augers will be sized to generate the required quantity of soils from two
borings. Based on an anticipated termination depth of approximately 24 feet, augers with
an 8.25-inch inside diameter (12.25 inch outside diameter) will generate the required
volume of cuttings. The 8.25 inch augers will also be satisfactory to set a 6-inch diameter
recovery well. Soil samples removed from the auger flights will be transferred to Division -
supplied 55-gallon drums using decontaminated shovels .
A recovery well will be constructed in each borehole at the completion of drilling (Figure 2).
The well will be constructed of 6-inch schedule 40 PVC screen and riser pipe. With an
anticipated total depth of 29 feet below ground surface (5 feet of CAP soils and 24 feet of
landfilled materials), the well will be constructed of 20 feet of machine slotted screen
attached to 10 feet of riser with flush jointed threads (ASTM F480-81) or equivalent. The
annular space surrounding the screen will be filled with filter sand. The sand will be
extended to the base of the clay bridge lift beneath the clay cap soils (3 feet beneath the
membrane). The annular space within the clay cap will be filled with bentonite pellets.
The pellets will be placed in 6-inch lifts, hydrated with potable water and compacted slightly
before placing the next lift. Additional 6-inch lifts will be placed, hydrated, and compacted
until the pellets are even with the membrane. Auger cuttings that remain in the pit casing
at this point will be removed and placed in either the sample drums or the investigative
derived waste drum. The pit casing will be filled with cement-bentonite grout, mixed with
up to 5% by weight of powdered bentonite to minimize shrinkage.
At the ground surface, a mechanical connector (boot) will be used to connect the 16 inch
pit casing to the 6 inch riser pipe. The well riser will be extended above grade and capped,
with an expandable locking cap. The remaining liner protection soils and topsoil removed
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
during the excavation will be placed around the completed well riser to cover the PVC boot
and effect positive drainage away from the well. Any excess of these soils will be placed
in the drum for investigation derived waste.
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Proposal for Excavation, Handling, S&ME Proposal No. P1012-96V
October 11 , 1996 and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
3.0 SAMPLING AND ANALYSIS PLAN
This Sampling and Analysis Plan is based on the collection of samples to document that
the activities have been performed in a manner that is protective of the health and safety
of the personnel present at the site and to provide evidence that PCB containing materials
were not released to the environment by activities referenced in the preceding Work Plan.
This section covers the specific requirements for sampling, sample handling, chain of
custody, documentation and analytical procedures to be used during work at the facility.
The objective of the sampling activities will be the collection of:
• samples documenting the effectiveness of the decontamination process.
• quality assurance/quality control samples .
• samples to determine disposal options for investigative derived waste .
A summary of the number and type of samples to be collected is as follows:
• 8 wipe samples will be obtained from the four drums, the metal pan, and the drilling
tools. Wipes from each area will be analyzed for PCBs using EPA Method SW-846
8080.
•
•
1 composite sample from drums containing liquid investigative derived wastes will
be analyzed for PCBs using EPA Method SW-846 8080.
1 composite sample obtained from drums containing soil solids from equipment
decontamination will be analyzed for PCBs using EPA Method SW-846 8080 with
sample preparation by the Toxic Characteristic Leading Procedure (TCLP).
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Proposal for Excavation, Handling,
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From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
• 2 duplicate samples, one obtained from one of the wipe sample locations, the
second obtained from one of the composite samples will be analyzed for PCBs
using EPA Method SW-846 8080.
• 2 trip blank samples, one from each shipment to the laboratory will be analyzed for
PCBs using EPA Method SW-846 8080.
The sample collector will wear clean vinyl or latex gloves during all aspects of sample
collection according to S&ME's project Health and Safety Plan (HASP). Clean stainless
steel or teflon tools will be used to place samples in each respective sampling container.
All sampling equipment will be thoroughly decontaminated before initial use and between
borehole locations as described in Section 3.4 "Decontamination Procedures".
Decontamination fluids and cuttings generated during soil boring and sampling activities
will be contained and disposed of as described in Section 3.6, "Investigation-Derived
Waste Management".
All sampling containers will be laboratory certified as clean. The samples will be delivered
to the laboratory in an iced cooler which can maintain a temperature below 4 °C.
3.1 Surface Wipe Sampling
Surface wipe sampling will be performed to determine whether the indicated surfaces are
contaminated and/or to evaluate the effectiveness of decontamination procedures. The
procedures outlined below are intended for non-absorbent surfaces, e.g., metal, plastic,
etc.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
S&ME will conduct wipe sampling on decontaminated drums, metal pan and drilling tools,
to evaluate the potential presence of contaminants. Special attention will be paid to
stained or soiled portions of the metal surfaces during final selection of sites for wipe
sampling.
The wipe or swab material will be compatible with the hexane solvent used and the
analyses to be performed, and should not come apart in use.
3.1.1 Waste Characterization Sampling
Waste characterization will be performed on the investigative derived waste that is placed
in 55 gallon drums for later disposal. The drums are expected to contain liquid wastes from
the decontamination process, small quantities of water that were used for misting of dry
soils and water that has drained from saturated soils. One or more drums may contain
solids generated from cleaning augers, drilling tools and split-spoon samplers, and over-
spillage from filling of drums.
The Investigation Derived Waste (IDW) drums will be sampled for characterization using
the following methods:
•
•
Disassemble an auger sampler or drum thief and clean according to site specific
protocols.
Advance the auger to various depths at five locations within the drum. The drum
thief will be advanced into the liquid at one point.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
• Place the samples into a clean stainless steel bowl and immediately cover with
aluminum foil. Thoroughly mix the soil in the bowl with a stainless steel spoon.
Select a composite sample for a analysis.
Samples will be prepared for analysis using the Toxic Characteristic Leaching Procedure
(TCLP), and the extract will be analyzed for PCBs by SW-846 Method 8080.
3.1.2 QA/QC Sampling
At the time of the wipe sampling, one trip blank will accompany the set of wipes. A field
blank (solvent exposed to ambient air on-site) and a duplicate wipe sample will be obtained
from one location. No matrix spike/matrix spike duplicate (MS/MSD) samples will be
collected.
At the time of IDW sampling, one trip blank will accompany the liquid and solid samples
obtained from the drums of IDW, (one duplicate sample from each type of IDW waste and
a rinse blank derived from the tool used to collect the drum samples). No MS/MSD
samples are proposed to be collected.
3.2 SAMPLE MANAGEMENT
Sample containers will be labeled with individual sample identification numbers. Drum
designations will be included in the sample identification for drum surface wipe sampling.
Sample identification numbers will be created such that duplicate samples and blanks are
not distinguishable from regular samples by the laboratory performing the analyses. The
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
information on the sample containers will include the client, sample identification number,
analysis to be performed, sample preservative, date and time of sample collection, and
sampler signature. The sample containers will be pre-labeled, excluding date, time and
signature. Permanent ink will be used on sample labels so that they remain legible when
wet.
Sample custody in the field will be retained by the sampling team that collected the
samples. The samples (both headspace samples and those placed in sample coolers) will
remain in the actual possession of, or in view of, a member of the sampling team until they
have been placed in a designated secure area or relinquished to a shipping contractor.
Chain-of-custody forms will be filled out and signed by the field team leader before shipping
the samples to the laboratory. When custody is transferred to a bonded shipping
company, the chain-of-custody form will be signed and dated by the individual who
relinquishes custody and the air bill number will be recorded on the chain-of-custody form.
The shipping documents from the bonded courier will be used in lieu of a signature on the
chain-of-custody form while custody is held by the courier. Alternatively, our personnel
may transport the samples directly to the laboratory, in which case the Cain-of-Custody
form will be signed by receiving personnel at the laboratory. These documents will be
saved and will become part of the chain-of-custody documentation.
Two custody seals will be affixed to the outside of each cooler when the samples are to be
shipped by a bonded shipping company. Each seal will be placed over the cooler lid seam,
signed, and dated. Reinforcing tape will be placed over the seal and around the cooler to
reduce the potential for accidental tearing in transit.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
3.3 DOCUMENTATION
S&ME Proposal No. P1012-96V
October 11 , 1996
Documentation of field activities will be made in a field logbook. All field logbooks will be
permanently bound with consecutively numbered, water resistant pages. Pages will be
dated and notations of the time of day will accompany all logbook entries. Examples of the
types of information to be recorded in the logbooks include: general field conditions; day,
date and time each activity began ; activities performed; weather conditions; names of
personnel present; locations and depths of field activities, such as sampling; names and
organizations of personnel visiting the site; instrument calibration data; and health and
safety monitoring instrument readings. Field sketches of wipe sampling locations will be
accurately recorded.
Entries in the logbooks will be made in waterproof ink. Corrections will be made by
drawing a single line through the incorrect entry followed by the initialing and dating of the
revision. The individual responsible for documenting each days field activities will sign at
the bottom of each page.
3.4 DECONTAMINATION PROCEDURES
The risk of cross-contamination between the drilling locations will be minimized by
thoroughly cleaning all drilling equipment, both prior to the start of drilling and between
drilling locations. A high pressure water washer will be used to clean the drilling
equipment. Hollow stem augers, drill rods, and other tools that are hollow or have holes
that transmit water or drilling fluids will be cleaned on the inside and outside.
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Proposal for Excavation, Handling, S&ME Proposal No. P1012-96V
October 11, 1996 and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
The wash fluids from the decontamination of drilling equipment will be contained in a lined
temporary decontamination pad. The rinsate collected in the decontamination pad will be
contained and disposed of in accordance with procedures contained in Section 3.6,
Investigation-Derived Waste Management. Solids which accumulate in the
decontamination pad will be placed into drums.
Drilling equipment, water level measurement equipment, split spoons ,and other tools and
equipment that come into contact with groundwater will be decontaminated according to
the following procedures:
•
•
Wash and scrub the equipment with a propriety cleaning surfactant, such at Pipe
X-Metal X TM as manufactured by Chemical Solutions International or equivalent
(Pipe X-Metal X product information and MSDS are included in the Appendix).
Allow the surfactant to remain in contact with the surfaces to be cleaned for 15 to
20 minutes. Wash with high pressure or steam.
Rinse with tap water, allow to air dry .
Smaller hand-held sampling equipment, spoons, bowls, etc., will be decontaminated
according to the following procedures:
•
•
Wash with Pipe X-Metal X ™
Rinse with tap water
• Rinse with a 10 percent isopropanol and distilled water solution
• Rinse with organic free water
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
• Allow the equipment to air dry
S&ME Proposal No. P1012-96V
October 11, 1996
• Wrap with aluminum foil to protect against re-contamination during storage
Gloves will be worn by all personnel engaged in equipment decontamination as dictated
by the project Health and Safety Plan. Decontamination fluids will be contained and
disposed of in accordance with procedures contained in Section 3.6, Investigation-Derived
Waste Management.
3.6 INVESTIGATIVE DERIVED WASTE MANAGEMENT
Implementation of the field investigation activities described in this plan will generate
wastes including: soil cuttings and water drained from saturated soils from drilling
activities, decontamination fluids, used personal protective clothing, plastic sheeting, and
disposable equipment.
Solids remaining from equipment decontamination will be containerized in drums. At the
conclusion of the investigation activities, grab samples will be collected from each drum for
toxic characteristic leachate procedure (TCLP) laboratory analysis of PCBs. The number
of samples for waste characterization will be determined in the field in conjunction with
management of investigative-derived waste.
Decontamination rinsate and any water drained from the soil cuttings will be contained in
drums or an appropriate container. Samples will be collected and analyzed for the
appropriate constituents to determine the proper disposal method. The wastewater will be
disposed of in accordance with applicable laws and regulations, based on the analytical
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
results of the sampling. It may be possible to dispose of the drummed water through the
treatment system that is in-place at the landfill. S&ME will evaluate this option and confer
with Division officials taking into account the use of surfactants during the decontamination
process and their possible effect on the charcoal filter in the on-site treatment system.
Well material packaging, personal protective clothing and disposable equipment will be
containerized for off-site non-hazardous disposal by the Division, provided that the
materials are not contaminated such that they would be classified as hazardous wastes.
Personal protective clothing and disposable equipment will be disposed of as hazardous
waste if the specific items are visibly stained or are believed to have come in contact with
landfill soils. Personal protective clothing may include Tyvek TM coveralls, disposable
gloves, disposable booties, and paper towels.
3.7 PROJECT SITE SECURITY
Project security will be provided by a bonded security service during the completion of field
activities. Security of the work area will be accomplished by use of the fence surrounding
the landfill cell. Entrance into the landfill will be via the existing gate. Visitors will be
required to sign in with the Site Coordinator and will be subject to the requirements of the
HASP.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
3.8 REPORTING
S&ME Proposal No. P1012-96V
October 11 , 1996
When all of the investigation activities have concluded and the data have been evaluated,
a report will be prepared. The report will describe the field activities performed at the
landfill facility, summarize and evaluate the data collected, present our conclusions , and
list recommendations for further actions. The report will include copies of the original
laboratory data reports . Four copies of the report will be submitted to the Division for
review.
3.9 COMMUNITY RELATIONS
S&ME recognizes the importance of community relations during all activities involving the
landfill. Accordingly, we are offering to provide a community relations component to
support the scope outlined above. We emphasize that our offer for this expanded scope
is not intended to supersede any activities currently on-going or being considered by the
state, the science advisors or others, but is intended as a supplement. However, our offer
can serve as the foundation for establishing a long-term community relations program if no
similar activities have been initiated. The following is a discussion of such a program as
well as its components.
The objective of our community relations program is to inform and educate the community
about our activities at the landfill. We want to fully disclose and explain to all interested
parties our procedures and their results. We do not want to hide any of our activities. We
believe this approach will best serve the citizens of Warren County.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
We suggest a community relations program consisting of three components; 1) Public
Awareness, 2) Briefings to the PCB Working Group, Science Advisors and Public Officials,
and 3) Education to Students.
1. The public awareness component will consist of informal meetings to present
project information to the citizens of Warren County. We suggest a Town Hall-type
of format. These meetings will occur prior to starting the field work, after completion
of the field work and at any other time such a meeting is warranted. We envision
that this meeting will include all those involved in site activities including
representing of the PCB Working Group, the Science Advisors and the State. We
also propose a field trip for interested citizens while field work is under way to
further explain and clarify what we're doing.
We believe that this public awareness approach will be instrumental in developing
the public's sense of trust and confidence in our activities. We believe it will also aid
in establishing a spirit of cooperation between the PCB Working Group, the State,
the Science Advisors, the Citizens of the County and the S&ME team.
2. Briefings to the PCB Working Group, Science Advisors and Public Officials will be
the second component of our community relations program. We would request to
be on the agenda of regular meetings of the PCB Working Group, the County
Commissioners, etc., and will request appointments to meet with all interested
elected officials, including members of in the State General Assembly and
Congress. We will also seek to discuss our activities with other local groups such
as the Warren County Baptist Association. We will make clear that we will respond
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Proposal for Excavation, Handling, S&ME Proposal No. P1012-96V
October 11 , 1996 and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
3.
to all reasonable requests for briefings and will meet at the pleasure and
convenience of those desiring such briefings.
Education to students is the third component of our community relations program.
We want our activities to serve as an opportunity to inform and educate students in
Warren County about science and technology. We envision working closely with
the Assistant Superintendent of Warren County Schools to implement a field trip
and classroom discussions to junior high and high school students. We would
define the project work, discuss technology and illustrate career opportunities for the
students. Our intent is two-fold: first, to simulate interest in the student toward
science and technology via a hands-on, real life, situation and secondly, to have
support from the students in promoting our activities to their parents and others in
the County. Long term, we want the activities at the landfill to enhance technical
and scientific education for the students of Warren County.
Personnel involved in implementing the community relations program include: Wilbert
Farrar, Ann Borden and Don Carter. All three have experience in public presentations and
extensive experience with technical issues similar to those at the PCB landfill. Their overall
roles in the project are presented on the organizational chart. They will be assisted by
other members of the S&ME project team as needed.
In addition to the components listed above, we will help in establishing community
involvement by seeking local assistance where possible. That is, we will seek to hire local
services and procure local equipment and supplies whenever possible. We have already
identified several needs that can be fulfilled locally. We will seek to first hire local minority
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
contractors and suppliers where possible. Next, we will seek other local contractors and
suppliers. Additionally, we plan to use several of our employees from Norlina to complete
the field work. This approach will help in establishing a level of trust and confidence in
activities completed by S&ME.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
4.0 QUALITY ASSURANCE PLAN
The purpose of the Quality Assurance Plan is to provide quality assurance and quality
control procedures for investigation activities that will be performed at the Warren County
PCB Landfill. These activities include drummed soil and water sampling and testing, wipe
testing, and data management. The requirements of this plan apply to anyone involved
in field investigation activities.
4.1 PROJECT ORGANIZATION
The following is a description of key team positions for the proposed investigation activities.
Resumes of the listed project· team members is included in Appendix A.
Project Manager -Ann M. Borden, P.G.,: the Project Manager is responsible for the
successful execution of the overall project. She is responsible for cost and schedule
control as well as technical quality. The Project Manager will communicate with the
Division and other designated parties on project progress.
Senior Geotechnica/ Engineer-Dan Brewer, P.E.: The Senior Geotechnical Engineer
is responsible for all technical decisions concerning testing evaluating and
recommendations for the landfill liner system. He will assist the project manager in report
preparation and communications with the client and other designated parties as directed
by the client.
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Proposal for Excavation, Handling,
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From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
Health And Safety Consultant-Mike Cashio, C.I.H.,: The Health and Safety Consultant
will be responsible for approving the Health and Safety Plan and approval of any
amendments to the plan. He will assist the project manager in all issues pertaining to
health and safety and communications with the client and other designated parties as
directed by the client.
TSCA and PCB Consultant-Gary M. Birk, P.E.: The TSCA and PCB Consultant will
assist the project manager on regulatory issues that might arise throughout the
performance of the project.
Field Technical Supervisor-Walter Beckwith, P.G.: The Field Technical Supervisor is
responsible for organizing and supervising the field investigation activities, implementing
the quality assurance plan, and coordinating the daily activities of the field staff.
Community Relations (Optional Scope of Work) -Don Carter, P.E., and Wilbert Farrar
will be responsible for assisting the project manager in matters regarding regulatory issues,
community relations, or concerns raised by the public.
Subcontractors -Plastic Fusion Fabricators has been subcontracted to fabricate and
install the PVC boot attaching the pit casing to the 10 mil PVC liner. Other subcontractors
will be employed to survey the boring locations wells for vertical and horizontal control, and
to provide 24-hour job-site security during performance of the field operations.
Analytical Laboratory-Industrial & Environmental Analysts, Inc. (IEA -North Carolina):
The laboratory will be responsible for the preparation of sample containers, trip blanks, and
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Proposal for Excavation, Handling, S&ME Proposal No . P1012-96V
October 11, 1996 and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
the timely shipment of laboratory field packages specific to the sampling requirements.
The laboratory will perform the analyses specified to determine the presence and
concentration of contaminants in the soil, groundwater, and wipe samples and implement
the requirements of the laboratory quality assurance program.
4.2 DATA QUALITY OBJECTIVES
The goal of quality assurance is to demonstrate that site activities are planned and
performed according to accepted standards and practices so that the resulting data are
valid and representative, while meeting safety requirements. Quality control is an integral
part of the overall quality assurance function and is comprised of those actions necessary
to control and verify that project activities and resulting data meet established
requirements.
The following elements will be completed to meet requirements specified by the client and
regulatory agencies.
•
•
•
Field operations will be conducted in accordance with written procedures .
Before project field work begins, project staff will be provided with appropriate work
plans, site specific health and safety plans, and associated documents.
Quality control samples will be used to monitor the quality of field sampling
techniques, laboratory analyses, and validate data.
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Proposal for Excavation, Handling, S&ME Proposal No. P1012-96V
October 11 , 1996 and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
4.3 VARIANCES AND FIELD CHANGES
All variances must be recorded in the project notebook and the appropriate field logbook.
A variance is a project change that would not significantly affect the quality of the data
generated or change the rationale of the field procedures or data gathering location.
Field changes must be documented on a field change request form and be submitted to
the project manager for approval. A field change is a deviation from project requirements
that will either adversely affect data quality, cause a significant change in the cost of the
field effort, cause a major change in the scope of the field effort, or significantly delay the
project schedule. Examples of this type of change include:
•
•
•
•
Significantly changing the number, location, or depth of borings/wells
Modifying decontamination procedures
Changing the drilling method or well construction design
Significant changes to sampling methodology
Field changes will be reviewed by the same organizational levels that performed the
original document review and approval. Field changes involving scheduling and costs
must also be approved in writing by the Division, prior to their implementation.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
4.4 ANALYTICAL PROCEDURES
S&ME Proposal No. P1012-96V
October 11 , 1996
Standard operating procedures for field instruments are provided in S&ME's Standard
Protocols for Environmental Assessants and one not detailed here. Field instruments that
would be used at the site include: electronic water level meter, organic vapor analyzer,
explosimeter/toxic gas analyzer, and landfill gas analyzer.
The laboratory analytical procedures will be quality assured through the use of duplicate
and split samples. Standard procedures employed at the laboratory for quality assurance
are contained in the IEA -North Carolina, Inc., document entitled -"Quality Assurance
Program".
4.5 FIELD DATA VALIDATION AND REPORTING
Field instruments to be used by S&ME to evaluate ambient air and organic vapor levels are
direct-reading instruments. Therefore, field calculations and data reduction are not
necessary. Field data will be recorded in project notebooks and/or on field data logsheets
by trained field technicians. Data will be reviewed by the field team leader, who is
responsible for the collection and verification of field data. Data will initially be accepted
or rejected by the field team leader before leaving the site. Extreme readings (i.e.,
readings that appear significantly different from other readings at the same site) will be
accepted only after the instrument has been checked for malfunction and the readings
verified by retesting.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
Field documentation, data, instrument calibrations, and quality control data will be reviewed
by the project manager before being included in the project files and/or reported to the
Division.
Should erroneous or missing data appear in the project documentation, the project
manager will cross check this information with the field team leader. If the field team leader
or his/her project notes cannot verify the data, the project manager will be called on to
make a final decision as to the quality of the data in question. His acceptance or rejection
of the data will be based on discussions with the entire field team, knowledge of any
problems that were incurred during that particular data collection activity, and review of
collateral data that may indicate specific problems with field instrumentation. If the data
cannot be verified, then the data will be flagged as rejected and not used.
4.6 LABORATORY DATA AND REPORTING
Industrial & Environmental Analysts will provide the project with quality assured data.
Reporting includes quality control and calibration summaries for each group of samples
submitted with chain of custody forms. A case narrative will be provided with the laboratory
analyses and reports.
Data verification will be performed by the analytical laboratory to ensure that the analytical
data generated is accurate. Analytical results will be checked by the laboratory to ensure
compliance with holding times, instrument calibration, blank, and performance criteria.
Compound identification and quantification will be verified to ensure accuracy of the
results. The results of surrogate recoveries, matrix spike(s), and duplicate samples will be
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
assessed to evaluate the precision and accuracy of the analytical results in the context of
possible matrix effects. At the end of the data review process, the samples will be flagged
to indicate problems or non-conformities. Any anomalies will be reported in the case
narrative.
I 4.7 IDENTIFICATION OF FIELD QUALITY CONTROL SAMPLES
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The number of quality control samples may vary. Field quality assurance/quality control
samples will include trip blanks, field blanks, equipment rinsate samples, and equipment
blanks as described in Section 4.10.
4.8 PERFORMANCE AND SYSTEM AUDITS
External audits of S&ME operations by the Division or regulatory agencies may be
performed at the discretion of the external organization. S&ME personnel will assist in
external audits of field and office activities.
Industrial & Environmental Analysts, Inc., currently participate in numerous external and
internal performance audits to generate feedback on the quality of the analyses being
performed by the laboratory. Specific audit participation and laboratory certifications are
provided in the "Quality Assurance Program" document.
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Proposal for Excavation, Handling, S&ME Proposal No. P1012-96V
October 11, 1996 and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
4.9 PREVENTATIVE MAINTENANCE
Field equipment calibrations will be conducted according to manufacturer's instructions.
These specific calibration instructions are not provided here. However, general procedures
are described below.
•
•
•
•
GA-90 Landfill Gas Analyzer -calibrations are performed in the field prior to each
day's use using two calibration standards. A calibration gas blend similar to a 50
percent mixture of methane and carbon dioxide are appropriate for landfill
monitoring. A second standard of 5/95 percent mixture of oxygen and carbon
dioxide is used to calibrate for low levels of oxygen. Internal calibrations are
performed by the equipment coordinator. Annual calibration is performed by the
manufacturer.
Photoionization detector (Hnu) -calibrations are performed in the field prior to each
day's use with a 100 ppm isobutylene standard. Internal calibrations are performed
by the equipment coordinator.
Foxboro OVA (Flame ionization VOC detector) -calibrations are performed monthly
with methane standards by the equipment coordinator and daily in the field by the
sample team. Annual calibration is performed by the manufacturer.
Neotronics Exotox Model 40 Explosimeter -calibrations are performed daily with a
flammable gas standard mixture of 1.15% methane in air. The oxygen sensor is
calibrated in fresh air to 20.9% oxygen . The toxic gas sensor is calibrated using
carbon monoxide or hydrogen sulfide calibration gases.
Documentation of field calibration consists of recording the equipment model number and
serial number in the field logbook for each calibration. The lot number of calibration
standards will be recorded in the field logbook along with the parameters calibrated. Other
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
pertinent information will be recorded in the field logbook when documenting the calibration
of instruments. This information includes date, time of day, and general weather conditions
which may affect the instrument performance.
Field equipment is maintained and serviced by the S&ME equipment manager. Regularly
scheduled service is performed according to the manufacturer's instructions. Field
equipment is checked by the equipment manager prior to use in the field.
4.10 LABORATORY PRECISION, ACCURACY AND COMPLETENESS
Reports for samples collected and analyzed will include quality control and calibration data
summaries for each specific batch of samples. A case narrative will detail analytical
problems encountered and corrective actions taken during the analysis of the sample
group. General laboratory quality assurance/quality control information that will be
included in the reports include method blanks, surrogate or reference spike recoveries,
matrix spike/matrix spike duplicates, holding times, and calibration and instrument tuning
data (where applicable). The method specific quality assurance/quality control
requirements are described in the IEA-North Carolina, Inc., "Quality Assurance Program"
document.
A method blank is ASTM Type II water that is treated as a sample in that it undergoes the
same analytical process as the corresponding field samples. Method blanks are used to
monitor laboratory performance and contamination introduced during analytical
procedures. One method blank is required typically per 10 or 20 samples depending on
the analytical method, or one per batch, whichever is more frequent.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
Surrogate spike recoveries serve to estimate accuracy and are added to every sample.
Surrogate compounds are the structural homologs of the listed target compounds (often
with deuterium substituted for hydrogen) and are, therefore, expected to behave in a
similar manner during analysis. Spike recoveries demonstrate laboratory performance.
Recoveries must fall within pre-established acceptance limits. The number and
concentration of the surrogate spike are established in the analytical method.
Holding time is defined as the time, in days, from the collection of the sample to the
extraction and/or analysis. It is important to note that the holding time for extraction is
often different for water and soil samples for the same analytical method.
Matrix spike/matrix spike duplicates will be used to estimate the effect of the specific
sample matrix on sample analyte recovery as well as accuracy and precision . Matrix spike
compounds are found on the method target-compound list. The field sample is split into
thirds of which two portions are spiked with known quantities of compounds in order to
ascertain the effects of the specific sample matrix on the recovery of analytes of interest.
One matrix spike/matrix spike duplicate sample will be required for 20 samples of the same
matrix which are analyzed within a 14 day window.
Inorganic analyses reports contain sample results, method blanks, matrix spike recoveries,
and duplicate sample results. Method blanks, holding time, initial and continuing
calibration, matrix spike recoveries, and duplicate samples are analogous to organic
analyses.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
Documentation concerning the calibration of laboratory equipment should include
instrument type, calibration frequency, reference standards used , calibration acceptance
criteria, and ca libration documentation procedures. Calibration applies to laboratory
instruments including GCs, GC/MSs, ICP spectrometers, graphite furnace atomic
adsorption spectrometers (GFAAs), and ultraviolet spectrometers. Additionally, the
laboratory is responsible for calibrating and checking the calibration prior to each use of
balances, refrigerators, and ovens.
4.11 CORRECTIVE ACTIONS
The project manager is responsible for initiating corrective action. Corrective action steps
will involve problem identification, investigation of responsibility assignment, investigation,
action to eliminate the problem, increased monitoring of the effectiveness of the corrective
action, and verification that the problem has been eliminated.
Documentation of the problem is important to the overall management of the study. A
corrective action request is made for problems associated with data collection. The
request identifies the problem, establishes possible causes, and designates the person
responsible for action.
The corrective action request includes a description of the corrective action planned. The
project manager will verify that initial action has been taken and appears to be effective.
The project manager will check to see if the problem has been fully resolved at an
appropriate later date. Documentation of corrective action requests and follow-up are
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
entered into a corrective action log. This permanent record will aid the project manager
in resolving problems.
Examples of corrective actions include, but are not limited to:
• Recommending an audit of field procedures
•
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Evaluation and amending field procedures
Accepting the data and acknowledging the level of uncertainty or inaccuracy by
flagging the data and providing an explanation for the qualifications
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Proposal for Excavation, Handling ,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
5.0 DATA MANAGEMENT PLAN
This Data Management Plan presents procedures to document and track investigation data
and results. Data generated by field and laboratory operations will be managed to
maintain the integrity of the reports and other project activities that are based on the data.
Data will be maintained by the project manager in the form of hardcopy (e.g., field logs,
laboratory reports) and computer files. The data management procedures outlined in this
section are intended to provide for proper inventory, control, storage, and retrieval of data
and information collected during the investigations. The various formats to be used to
present the raw data and conclusions of the investigation are also discussed in this data
management plan. The general chain-of-custody procedures, sample labeling procedures,
and other documentation are discussed in Section 3.2 "Sampling and Analysis Plan".
All incoming investigation related documents will be stamped with the date received and
then filed. If distribution is required, the appropriate copies will be made and distributed
to project personnel. A listing of personnel intended to receive copies will be attached to
the original document.
All information generated from field activities will be documented on appropriate forms.
These include:
• Soil boring log forms
• Well construction log forms
• Drum sampling log forms
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and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
•
•
•
Wipe sampling log
Daily log forms
Drilling and sampling daily checklists
• Field logbooks
S&ME Proposal No . P1012-96V
October 11 , 1996
All analytical documentation received from the laboratory will be retained and filed.
Laboratory documentation will be maintained for purposes of validating the data collected
during the investigation.
Notes from project meetings and telephone conversations will be maintained. These notes
will be retained by the author until the conclusion of the project, at which point they will be
filed along with other project documents. The project manager, or his designee, will be
responsible for maintaining these documents as they are received.
Project files will be maintained in a secure, limited access area and under custody of the
project manager. The file shall include all data, logs, field notebooks, pictures, progress
reports, and other relevant records. All outgoing project data and reports will be distributed
through the Division. The project manager will maintain a log of all project documents
forwarded to the Division.
Data will be analyzed by S&ME using tabular, graphical, numerical techniques or as may
be appropriate .
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
6.0 SCHEDULE
S&ME Proposal No. P1012-96V
October 11, 1996
Upon authorization, S&ME will immediately begin preparations to implement the field
activities. We will fabricate the metal pan, order the well materials, and prepare the site-
specific Health and Safety Plan. We anticipate that these initial startup activities would
require approximately two weeks. During this period, the Bobcat loader, security staff,
and materials would be scheduled to arrive at the site. A surveyor will be subcontracted
to establish the boring locations. A firm mobilization date will be established and relayed
to all parties overseeing the site work.
Mobilization of personnel to construct the decontamination pad, temporary staging areas,
and opening of the excavations would be scheduled first. It is anticipated that during the
first week at the site, both excavations will be opened to evaluate portions of the PVC liner,
and the boots would be installed and leak tested . The pit casings would be installed,
backfilled, and anchored in concrete. The liner would be penetrated at both locations and
field permeability testing would be attempted while the concrete was allowed to gain
strength.
The drill rig and crew would be mobilized to the site during the second week. We
anticipate advancement of the boreholes, splitspoon sampling and well construction will
require another one to two weeks. A portion of the following week will be spent
characterizing wastes, and performing wipe sampling on the decontaminated surfaces.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
Equipment and drums will not be removed until the laboratory results are returned, which
will require one week, indicates preparation of a report will require approximately four
weeks from the completion of the field activities. Thus, the time from authorization to
issuance of the final report will be approximately 10 weeks .
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
7 .0 COST ESTIMATE
S&ME Proposal No. P1012-96V
October 11 , 1996
The work specified in the RFP as described in the Work Plan is estimated to cost
approximately$ 99,502.00. The costing detail follows.
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I WARREN COUNTY PCB LANDFILL
ii Request for Proposal
TABLE 1 -TASK TOTAL SUMMARY
J TASK 1.0 TOP LINER EVALUATION
HASP/ Engineering Project
I Mobilization Evaluation Field Activities Management TASK
Subtask No. 1.1 Subtask No. 1.2 Subtask No. 1.3 Subtask 1.4 TOTAL
Cabor $5,942 $4,210 $7,256 $725 $18,133
luipment $3,180 $3,180
terial $2,074 $2,074
. ::,ubcontract Expense $10,575 $10,575
lcellaneous $175 $175
TALS: $5,942 $4,210 $23,260 $725 $34,137
TASK 2.0 BOREHOLE / WELL INSTALLATION
I Project
Management Field Activities QA/QC Reporting TASK
Subtask No. 2.1 Subtask No. 2.2 Subtask No. 2.3 Subtask 2.4 TOTAL lbor $4,556 $19,280 $2,286 $9,152 $35,274
uipment $6,300 .. $6,300
aterial $8,782 $440 $9,222
~bcontract Expense $6,350 $7,770 $14,120
1scellaneous $450 $450
'TALS: $4,556 $41,162 $10,496 $9,152 $65,366
'OJECT TOTAL: $10,498 $45,372 $33,756 $9,877 $99,502 *
'ote: This cost does not include Community Relations (Optional Scope of Work) which is estimated to be approximately $25,000.
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WARREN COUNTY PCB LANDFILL
I Request for Proposal
TABLE 1 -DETAILED TASK AND SUBTASK COSTS -LABOR
I TASK NO. 1: TOP LINER EVALUATION
HASP/Mobilization Engineering Evaluation Field Activities Project Management
I Labor Subtask No. 1.1 Subtask No. 1.2 Subtask No. 1.3 Subtask 1.4
Position Rate Hours Cost Hours Cost Hours Cost Hours Cost
Principal $125 2 $250 2 $250 1 $125
I Br. Consultant/Project Director $110 2 $220 2 $220 2 $220
ISr. Reqistered Professional $95 24 $2,280 16 $1 ,520 28 $2,660 4 $380
Proiect Professional $80 24 $1 ,920
Staff Professional (Level II) $63 16 $1 ,008 12 $756
I Staff Professional (Level I) $55 8 24 $1 ,320
Senior Technician $48 80 S3,840
Technician $42
CAD Operator $42 6 12 $504
I Secretarv $33 8 $264 12 $396
IDriller $45
Heloer $25
• Driver $35
I Mechanic $35
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I TOTALS: 90 $5,942 68 $4,210 120 S7,256 7 $725
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S&ME Proposal No. P1012-96V Task 1
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WARREN COUNTY PCB LANDFILL
Request for Proposal
TABLE 1 -DETAILED TASK AND SUBTASK COSTS -EQUIPMENT
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I Equipment
Type
Drill Crew and Riq, hr
I Drill Crew and Rio, dav
Water Truck, Day
4x4 Vehicle on Site, dav
Std. Vehicle on Site, dav
I Explosimeter, dav
Explosimeter, week
Toxic Vapor Analyzer, day
Toxic Vapor Analvzer, week
I Oroanic Vapor Analyzer, dav
Organic Vapor Analyzer, week
Landfill Gas Analvzer, dav
Landfill Gas Analyzer, week
I Sensidine Pump, Dav
Conductivity Meter, dav
Contractor Pumps, day
Contractor Pumps, week I Generator. day
Generator, week
Liqht Plant. mobilization
I Lioht Plant. day
Light Plant. week
Fan or blower, day
Full Face Respirators, dav
I Air Line Respirators, dav
pH Meter. day
S/S Hand Auoer & Extensions. dav
Submersible Pump, dav
I Field Permeameter, day
Water Level Probe. week
Redi-Flo2 Pump (2"), dav
Redi-Flo2 Controller, day I Steam Cleaner. dav
Steam Cleaner, week
Air Compressor, day
I Compressed Aroon (for DO Meas. I
Reoulator, day
Storaoe Trailer, mob
Storaoe Trailer, month I Site Support Facilities
Bobcat. mob
Bobcat. month
Forklift Tines, month I Polv Tanks (2100 oallon), month
Metal Pan Fabrication
I TOTALS:
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S&ME Proposal No. P1012-96V
TASK NO 1 TOP LINER EVALUATION
HASP/Mobilization Engineering Evaluation Field Activities
Subtask No. 1.1 Subtask No. 1.2 Subtask No. 1.3
Rate Qty Cost Qty Cost Qtv Cost
$125
$1 ,200
$125
$55
$25 5 $125
$78
$235 1 $235
$120
$360 1 $360
$120
$360
$125
$375 1 $375
$25 5 $125
$36
$25
$75
$35
$115 5 $575
$100
$250
$750
$30
$35
$120
$33
$10 1 $10
$150
$150 1 $150
$35
$50
$100
$80
$240
$75
$20
$20
$300 1 $300
$150 0.25 $38
$2,000 0.25 $500
$125 1 $125
$1 ,350 0.25 $338
$200 0.25 $50
$250
$1 ,500
$3,180
Task 1
Project Management
Subtask 1.4
Qty Cost
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WARREN COUNTY PCB LANDFILL
I Request for Proposal
TABLE 1 -DETAILED TASK AND SUBTASK COSTS -MATERIAL
I TASK NO.1: TOP LINER EVALUATION
HASP/Mobilization Engineering Evaluation Field Activities Project Management
Material Subtask No.1.1 Subtask No. 1.2 Subtask No. 1.3 Subtask 1.4
I Item Rate Qty Cost Qty Cost Qty Cost Qty Coll
Equioment Decon Pad $1 ,000 1 $1 ,000
55-Gallon Drum. ea $35 4 $140
Orum Label. each $3 4 $12 :I Plastic. roll $70 2 $140
Hvdroqen. per bottle $55 1 $55
Calibration Gas Charge, ea $10 3 $30
I Grade D Breathinq Air, Cylinder $20
Grade D Air Cylinder Rent, Month $20
PipeX -Metal X. Pail $55 1 $55
lsooropyl Alcohol, liter $10 1 $10
I Liauinox. Gallon $20 1 $20
DI Water, Gallon $1 10 $10
Sensidyne Tubes, ea $12 10 $120
Markers/Paint. etc. $25 1 $25
I Shelby Tubes, ea $12 6 $72
Sample Cooler, use $10 1 $10
Samole Shiooinq, ea $35 1 $35
Well Casina, 6" x 10' $120
I Well Screen, 6" x 10' $155
Well Cao, 6" $40
Lockina Cao, 6" $32
I Padlock $10
Filter Sand, 50# Bag $3
Bentonite, 50# Pail $42
Cement. Sack $9
I Bentonite Powder, 50# baq $9
Potable Water, unit $125 1 $125
Decon Suoolies, week $100 1 $100
Tyveks. each $25 30 $750
I Vinvl Gloves, box $15 5 $75
Nitrile Gloves, pair $8 9 $68
Disposable Booties, oair $5 30 $150
ii Resoirator Cartridges, ea $12 6 $72
Level D PPE, dav $45
Level C PPE, dav $60
Level B PPE, day $120 I TOTALS: $2,074
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S&ME Proposal No. P1012-96V Task 1
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I WARREN COUNTY PCB LANDFILL 'I Request for Proposal
I TABLE1 -DETAILED TASK AND SUBTASK COSTS -SUBCONTRACT EXPENSE
TASK NO.1: TOP LINER EVALUATION
I HASP/Mobilization Engineering Evaluation Field Activities Project Management
Subcontract Expense Subtask No. 1.1 Subtask No. 1.2 Subtask No. 1.3 Subtask 1.4
Name/Service Provided
Plastic Fusion Fabricators $3,200 1 $3.200
I I IEA / North Carolina (Table 2) $4,695
ReadiMix Concrete/ cy Delivered $200 1 $200
Survevor $2,500 1 $2.500 I Phvsical Soil Testinq $1,500 1 $1 ,500
PortaJohn Service, Mobilization $100 1 $100
PortaJohn Service. Week $75 1 $75
I Phone Service $100 1 $100
Security Service. week $2,900 1 $2,900
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S&ME Proposal No. P1012-96V Task 1
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WARREN COUNTY PCB LANDFILL
I Request for Proposal
I TABLE1 -DETAILED TASK AND SUBTASK COSTS -MISCELLANEOUS EXPENSES
TASK NO. 1: TOP LINER EVALUATION
II HASP/Mobilization Engineering Evaluation Field Activities Project Management
Misc. Expenses Subtask No. 1.1 Subtask No. 1.2 Subtask No. 1.3 Subtask 1.4
Description
Mileaqe (car or oickuol, oer mile $0.35 500 $175
I Mileaae Irie or heavv truck), oer mile $1 .00
l=>erdiem. oer man/dav $75
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S&ME Proposal No. P1012-96V Task 1 -
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WARREN COUNTY PCB LANDFILL
I Request for Proposal
TABLE 1 -DETAILED TASK AND SUBTASK COSTS -LABOR
I TASK NO. 2: BOREHOLE / WELL INSTALLATION
Project Management Field Activities QA/QC Reporting
I Labor Subtask No. 2.1 Subtask No. 2.2 Subtask No. 2.3 Subtask 2A
Position Rate Hours Cost Hours Cost Hours Cost Hours Cost
Principal $125 8 $1 ,000 4 $500
I Sr. Consultant/Project Director $110 8 $880 4 $440 8 $880
Sr. Reaistered Professional $95 24 $2,280 80 $7,600 6 $570 40 $3,800
Project Professional $80 6 $480 24 $1,920
Staff Professional (Level II) $63 12 $756
I Staff Professional (Level I) $55 12 $660
Senior Technician $48 100 $4,800 12 $576
Technician $42
CAD Operator $42 12 $504
I Secretarv $33 12 $396 24 $792
Driller $45 80 $3.600
Helper $25 80 $2,000
Driver $35 24 $840
I Mechanic $35
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I TOTALS: 52 $4,556 368 $19,280 36 $2,286 124 $9,152
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S&ME Proposal No. P1012-96V Task2
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WARREN COUNTY PCB LANDFILL
I Request for Proposal
TABLE 1 • DETAILED TASK AND SUBTASK COSTS -EQUIPMENT
:I
TASK NO. 2: BOREHOLE/ WELL INSTALLATION
Project Management Field Activities QA/QC Reporting
I t Equipment Subtask No. 2.1 Subtask No. 2.2 Subtask No. 2.3 Subtask 2.4
I I Tvoe Rate Qtv Cost Otv Cost Otv Cost Qty Cost
Drill Crew and Ria, hr $125
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Drill Crew and Ria, dav $1 .200 10 $12,000
!Nater Truck. Dav $125 10 $1 ,250
4x4 Vehicle on Site, dav $55
Std. Vehicle on Site. dav $25 10 $250
ii .Explosimeter, dav $78
Explosimeter. week $235 2 $470
IT'oxic Vaoor Analvzer. dav $120
Toxic Vapor Analvzer, week $360 2 $720 I Oraanic Vapor Analvzer. dav $120
Organic Vapor Analvzer, week $360
~andfill Gas Analvzer, dav $125
Landfill Gas Analvzer. week $375 2 $750
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Sensidine PumP, Dav $25
l:onductivitv Meter, dav $36
'Contractor Pumps, dav $25
Contractor Pumps, week $75 2 $150
! I l'.;enerator. dav $35
11:;enerator, week $115 2 $230
Fan or Blower, week $75 2 $150
Licht Plant. mobilization $100
ii Liaht Plant. dav $250
Light Plant. week $750
Fan or blower, dav $30
i=un Face Respirators, dav $35 I ~ir Line Respirators, dav $120
oH Meter. dav $33
SIS Hand Auaer & Extensions. dav $10 I Submersible Pump, day $150
Field Permeameter. day $150
11 Water Level Probe. week $35
Redi-Flo2 Pumo 12"1, day $50 I iRedi-Flo2 Controller. dav $100
!Steam Cleaner. da11 $80
'Steam Cleaner, week $240 2 $480
Air Comoressor, dav $75 I ;Com!Jressed Ara on (for DO Meas. l $20
Regulator. dav $20
Storaqe Trailer. mob $300
Storaae Trailer, month $150 0.5 $75 I Site Suoport Facilities $2,000 0.5 $1 ,000
Bobcat. mob $125
Bobcat. month $1 ,350 0.5 $675
Forklift Tines, month $200 0.5 $100
II Poly Tanks (2100 aallonl, month $250
Metal Pan Fabrication $1,500 1 $1 ,500
II TOTALS: $6,300
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S&ME Proposal No. P1012-96V Task2
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WARREN COUNTY PCB LANDFILL
I Request for Proposal
TABLE 1 -DETAILED TASK AND SUBTASK COSTS -EQUIPMENT
I TASK NO. 2: BOREHOLE / WELL INSTALLATION
Project Management Field Activities QA/QC Reporting
• Material Subtask No. 2.1 Subtask No. 2.2 Subtask No. 2.3 Subtask2A
■ Item Rate Qty Cost Qty Cost Qty Cost Qty Colt -Eauipment Decon Pad $1,000
55-Gallon Drum, ea $35 10 $350 • Drum Label, each $3 10 $30
■ Plastic. roll $70 4 $280 -Hydrogen, per bottle $55
Calibration Gas Charae, ea $10 30 $300
I Grade D Breathino Air, Cylinder $20 40 $800
Grade D Air Cylinder Rent, Month $20 40 $800
PipeX -Metal X. Pail $55 2 $110
lsopropvl Alcohol. liter $10 2 $20
I Liouinox. Gallon $20
DI Water. Gallon $1 20 $20
Sensidvne Tubes. ea $12 24 $288
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Markers/Paint. etc. $25 1 $25 1 $25
Shelby Tubes. ea $12
Sample Cooler. use $10 2 $20
Sample Shipping, ea $35 2 $70
I Well Casino, 6" x 1 O ' $120 2 $240
Well Screen. 6" x 10' $155 4 $620
Well Cap, 6" $40 2 $80
Locking Cap, 6" $32 2 $64
I Padlock $10 2 $20
Filter Sand, 50# Baa $3 30 $90
Bentonite, 50# Pail $42 6 $252
Cement. Sack $9 10 $85
I Bentonite Powder. 50# baa $9 4 $36
Potable Water, unit $125 1 $125
Decon Supplies. week $100 2 $200 0.4 $40
Tyveks. each $25 120 $3,000 8 $200 I Vinyl Gloves. box $15 6 $90 2 $30
Nitrile Gloves. pair $8 15 $113 2 $15
Disposable Booties. pair $5 120 $600 8 $40
Respirator Cartridaes, ea $12 12 $144 I Level D PPE. dav $45
Level C PPE, dav $60
Level B PPE. day $120 I TOTALS: $8,782 $440
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S&ME Proposal No. P1012-96V Task2
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I WARREN COUNTY PCB LANDFILL
Request for Proposal
I TABLE1 -DETAILED TASK AND SUBTASK COSTS· SUBCONTRACT EXPENSE
TASK NO. 2: BOREHOLE / WELL INSTALLATION
II Project Management Field Activities QA/QC Reporting
Subcontract Expense Subtask No. 2.1 Subtask No. 2.2 Subtask No. 2.3 Subtask2.4
I 'lastic Fusion Fabricators $3,200
EA/ North Carolina (Table 2) $4,695 1 $4,695
~eadiMix Concrete/ cv Delivered $200 1 $200
Surveyor $2,500 I lhvsical Soil Testinq $1,500
ortaJohn Service. Mobilization $100
PortaJohn Service. Week $75 2 $150 1 $75 I f hone Service $100 2 $200 1 $100
ecurity Service. week $2,900 2 $5,800 1 $2,900
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S&ME Proposal No. P1012-96V Task 2
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WARREN COUNTY PCB LANDFILL
I Request for Proposal
I TABLE1 -DETAILED TASK AND SUBTASK COSTS -MISCELLANEOUS EXPENSES
TASK NO. 2: BOREHOLE/ WELL INSTALLATION
II Project Management Field Activities QA/QC Reporting
Miscellaneous Subtask No. 2.1 Subtask No. 2.2 Subtask No. 2.3 Subtask2.4
Description I ~ileaae (car or pickup), per mile $0.35 1000 $350
~ileaae (ria or heavy truck). per mile $1 .00 100 $100
Perdiem. per man/dav $75
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. . .
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. , --.---.. I ... ·-.
: -· ... ,
--. -.
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-S&ME Proposal No. P1012-96V Task 2
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WARREN COUNTY PCB LANDFILL
Request for Proposal
TABLE 2 -SUMMARY OF LABORATORY ANALYSIS
Wipe Samples (includes duplicates and trip blank)
IDW Characterization
a. Composite sample of liquids, analysis and reporting of
PCBs Method 8080
b. Composite sample of solids (includes duplicate and
trip blank), TCLP sample preparation, analysis and
reporting of PCBs
Rush surcharge for accelerated reporting of wipe
samples on drilling tools
10 $ 165.00 each
2 $ 165.00 each
3 $ 575.00 each
6 $ 165.00 each
$1,650.00
$ 330.00
$1,725.00
$ 990.00
$4,695.00
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
8.0 STATEMENT OF QUALIFICATIONS
8.1 GENERAL QUALIFICATIONS EVALUATION
8.1.1 Office Location and Organization
This discussion of our branch office location and our management and support structure
is divided into three subsections. The first section focuses on our location and knowledge
of locality. The second describes the organization, functions and composition of the our
Program Management Office (PMO). The third focuses on the professional qualifications
and competence of the proposed technical team.
8.1.2 Firm Location and Knowledge of North Carolina
S&ME will manage and coordinate the work for this contract from our office located in
Raleigh, North Carolina, where we employ approximately 100 people. Eight of our Raleigh
employees live in Warren County. Our Raleigh office is located approximately 40 miles
from the site. We are a North Carolina-based firm with 22 years experience in the state.
As one of the largest North Carolina-based engineering companies, employing
approximately 450 people (approximately 200 in North Carolina), we have completed -more_
than 10,000 subsurface investigations (with a significant percentage of these in the
Piedmont region in which the project site is located). We have participated in the writing
:. ~ ..... ::.;,;.~ , ...
of North Carolina groundwater and solid waste legislation and regulations, and we employ
50 engineers and/or geologists registered in North Carolina. Thus, we are extensively
familiar with North Carolina codes, laws, regulations, geologic conditions.
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
8.1.3 Organization of the Project Team (PMO)
S&ME Proposal No . P1012-96V
October 11, 1996
The Organization Chart on the following page illustrates the proposed organization of our
PMO. It depicts the lines of authority and communication within the PMO. The PMO will
be located in S&ME's headquarters in Raleigh, North Carolina.
By selecting a Vice President as our Project Manager, we are providing the Division the
full attention of S&ME's senior management for this project.
8.1.4 Team Qualifications and Competence
The S&ME team's technical staff for this project has the necessary experience in all of the
disciplines required by the Division. Resumes of the project managers and key support
staff are provided in Appendix A. All key technical personnel are registered engineers
and/or licensed geologists or have applicable certifications and are qualified to serve the
needs of this project.
Ms. Ann M. Borden, P.G., Project Manager, brings over 19 years of groundwater
assessment, landfill siting and permitting and hazardous waste regulatory experience to
the Warren County PCB Landfill project. Ms. Borden joined S&ME in 1990 after serving
as the Head of the Pollution Control Branch, Assistant Chief, Groundwater Section, North
Carolina Division of Environmental Management. She has successfully managed
numerous RCRA, UST and landfill projects in North Carolina by maintaining a high degree
of technical competency and consistently serving as client advocate. Because of her
understanding of North Carolina hydrogeology and federal and state environmental
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
regulations, Ms. Borden is actively involved in technically complex environmental projects
for S&ME and has been selected to serve on many North Carolina committees and task
forces to address regulatory requirements and their technical implications. Ms. Borden's
position as Project Manager will provide the Division of Waste Management and the
Warren County Concerned Citizens PCB Working Group and Science Advisors with a
technical leader able to effectively drive the project to a successful conclusion.
Dan E. Brewer, P.E., Landfill Services Manager, has been involved as Project Manager
and Staff Engineer on numerous municipal and industrial waste managements projects.
Since joining S&ME in 1990, Mr. Brewer has gained extensive experience regarding the
siting, design, permitting and construction quality assurance of solid waste landfills. He
has been directly involved with specifications for landfill liners, their installation, engineering
evaluation and repair. Mr. Brewer will be an integral part of the team used to evaluate the
integrity of the liner at the Warren County PCB Landfill and also will provide assistance to
the field team with regard to borehole penetration of the liner. Mr. Brewer's presence on
the project team offers the Division of Waste Management and the Warren County
Concerned Citizens, PCB Working Group and Science Advisors a resource to rely on.
Mr. WalterJ. Beckwith, P.G., Field Team Leader, has been with S&ME since 1983. Mr.
Beckwith brings to the project over 23 years experience in the practice of engineering and
environmental geology. He is familiar with all drilling and sampling methods, materials
handling and health and safety protocols pertinent to the Warren County PCB Landfill
Project. Mr. Beckwith has extensive landfill experience developed at numerous sanitary
landfills and hazardous waste landfills, including sites that had been used for disposal of
PCBs. He has performed siting studies, contaminant assessments, monitoring plans and
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11, 1996
methane emission evaluations. Recent projects have included North Carolina State
University's Lot 86 chemical landfill, Camp LeJeune Landfill, Washington County Landfill,
Edgecombe County Landfill, Wake County's Feltonsville and Wilders Grove landfills, as
well as several industrial landfills located in the Piedmont Region of North Carolina. Mr.
Beckwith will oversee and direct the field efforts planned for the project ensuring that all
elements of the Work Plan are followed.
Mr. Gary M. Birk, P.E., TSCA/PCB Issues Manager, has over 13 years of chemical
engineering experience, with a specialization in the handling of hazardous wastes. His
experience includes sampling of soil, groundwater and electrical equipment for PCBs,
removal and disposal of PCB contaminated equipment and remediation of PCB impacted
soils. Mr. Birk is well versed in the regulations and protocols required to characterize,
transport, store and dispose of hazardous wastes. He has also been involved as Project
Manager in the RCRA closure of two basins as landfills in Raleigh, North Carolina. Mr.
Birk's experience with PCBs, landfills and engineering design will aid the project team in
exploring all options available for conducting the project in the most expeditious and
appropriate fashion.
C. Mike Cashio, Jr., C.I.H., Health and Safety Manager, has 20 years of industrial
hygiene experience that he brings to the Warren County PCB Landfill project. Mr. Cashio
was the project manager for Environmental Monitoring and Analysis Feasibility Studies for
a landfill remediation project involving decontamination of 11 PCB-contaminated landfills.
His work involved development of environmental monitoring protocols for protection of the
public and determination of extent of environmental contamination. Mr. Cashio will be
responsible for preparation of the site-specific health and safety plan as well as
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
establishing the guidelines for engineering control and personal protection of potential
routes of exposure from PCB-contaminated soils and waters which may be encountered.
Mr. Donald F. Carter, P.E., Community Relations Manager, is a native of eastern North
Carolina and has 25 years of engineering experience in the state. He has managed and/or
served as principal in charge for a variety of landfill and environmentally sensitive projects
and geotechnical engineering projects throughout North Carolina. He has served on
numerous panels and task forces dealing with environmental regulations, including those
dealing with landfill design. He is currently serving on a legislative appointed task force
addressing air toxics in the state. Mr. Carter has planned, orchestrated and moderated
numerous workshops and conferences on environmental regulatory issues in North
Carolina. He has given presentations to community groups and elected officials
concerning landfill and waste management issues. His experience makes him comfortable
working with all parties which have interest in the project.
Wilbert Thomas Farrar, Community Relations Consultant, specializes in the
preparation of public relations and information plans specific to environmental projects.
With 20 years experience in project management and engineering, Mr. Farrar will assist
S&ME with presentations and communications with non-technical interested parties. Mr.
Farrar has the scientific background to understand technical issues involved with the
Warren County PCB Landfill project and the experience which will enable him to develop
a meaningful dialogue through understanding of the issues.
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Warren County
Concerned Citizens,
PCB Working Group &
Science Advisors
I , Pilot Study Contractors
Landfill I Liner
Evaluation
Dan E. Brewer, P.E.
le_ _______ _
Health & Safety
NCDEHNR
DIVISION OF WASTE
MANAGEMENT
WILLIAM L. MEYER,
DIRECTOR
S&ME Project Manager
Ann M. Borden, P.G.
Field Activities
Walter J. Beckwith, P.G.
C. Mike Cashio, C.I.H.
Community Relations
(optional)
Donald F. Carter, P.E.
TSCA I PCB Issues
Gary M. Birk, P.E.
Wilbert Farrar
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
8.2. GENERAL WORK EXPERIENCE
S&ME Proposal No. P1012-96V
October 11 , 1996
S&ME is an environmental and geotechnical firm based in North Carolina with more than
22 years of experience in the state. Our diverse capabilities give us unique experience
relative to the Division of Waste Management and the Warren County PCB Landfill.
Listings of projects similar to the your project are presented in the "Special Work
Experience" section below, and are thus not discussed in this section.
In addition to our specialized experience, we have extensive experience with and
knowledge of subsurface conditions in North Carolina including Warren County. We have
completed more than 15,000 subsurface and soil testing projects in the state with
approximately 50 of these located in Warren County. Thus, we understand this geology,
soil and groundwater conditions within Warren County. Descriptions of representative
projects are projects in Warren County are included in Appendix 8 .
S&ME has extensive knowledge associated with assessment, siting, design, construction
closure and monitoring of new and existing solid waste landfills across North Carolina.
S&ME has provided consulting engineering services for landfills within approximately half
the counties in the state. A map of these counties, a listing of selected siting and design
projects and description of services of representative projects in presented in Appendix C.
Nearly every solid waste landfill project by S&ME included a hydrogeologic assessment
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
and many included assessing contamination from sources both on-site and off-site. One
of these projects included extensive studies at a potential site where off-site contamination
from an Installation Restoration (IR) facility threatened the feasibility of developing the
landfill. S&ME has worked on more landfill sites in North Carolina than any other firm.
In addition to Solid Waste landfills, S&ME has experience with hazardous waste (Subtitle
C) landfills. We sited and designed (through the conceptual stage) a proposed hazardous
waste landfill to be built in Anson County, North Carolina. We were retained by Rowan
County to represent them in opposing a hazardous waste landfill proposed within their
county.
S&ME has completed approximately 20,000 total projects in North Carolina, which range
from environmental, geotechnical, construction testing, industrial hygiene and asbestos
services. The approximate numbers of the various types of projects in North Carolina is
presented in Appendix D.
8.2.1 Special Work Experience
As demonstrated by the selected project descriptions (see Appendix Band E), the S&ME
team has extensive experience with poly-bichlorinated biphenols. These projects indicate
not only our specialized experience, but also our geographical coverage, knowledge of
state and federal environmental regulations, and our experience with the NCDEHNR
(including the Hazardous Waste Section, the Solid Waste Section, the Superfund Section
and the Groundwater Section) and the EPA (both RCRA and CERCLA) programs. Our
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
understand of the regulation evidenced by S&ME having completing the only Corrective
Action Management Unit (CAMU) in North Carolina and by our success in keeping a
client's site off the NPL.
Our success on a variety of projects underscores our understanding of varying
hydrogeologic complexities, specific regulatory requirements and permit negotiations, and
remediation requirements. S&ME has been successful in the implementation of a variety
of innovative technologies and procedures, including daily contaminant delineation with our
on-site field gas chromatograph/mass spectrometer and Geoprobe, locating drums in
landfills with a Geonics EM-61 metal locator and ground penetrating radar, fracture trace
analysis, and risk assessment for establishing alternative or interim groundwater
standards.
8.2.2 Personnel Resources
The S&ME team has the technical resources to meet the work load demands for this
project. S&ME has confirmed the availability of our PMO management staff. We have also
reviewed our overall capacity with respect to our ability to meet the project's workload.
One of the primary strengths of S&ME is the substantial personnel resources we have in
North Carolina (approximately 200 employees of which 8 of these live in Warren County).
S&ME's staff and resources located in Raleigh are in proximity to the Division's office in
Raleigh, and the Warren County PCB Landfill.
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Proposal for Excavation, Handling,
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From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
Field Personnel -The S&ME team (as illustrated on the organization chart) will be
assisted by field personnel in the completion of the assigned projects. The team's field
personnel are properly trained according to OSHA Standards for Hazardous Waste Sites
and regularly attend field sampling and quality assurance training courses and seminars
to remain up to date in sampling and field procedures.
These personnel are also properly trained in the use of field equipment such as photo-and
flame ionization detectors, oil/water interface probes, explosimeters portable gas
chromatographs, magnetometers, electrical instruments such as the Geonics EM-61 metal
locator, ground penetrating radar and survey instruments. They are also familiar with the
ambient site monitoring requirements of OSHA.
Drilling Services -S&ME offers complete in-house drilling services for soil boring and rock
coring, monitoring well, extraction well and piezometer installation and field testing. We
have been providing subsurface exploration, drilling and testing services for over 20 years
in support of our geotechnical and environmental projects. Our drilling personnel have
successfully completed our 40-plus hour Health and Safety training course in compliance
with OSHA 29 CFR 1910.120. In addition, they are enrolled in our medical monitoring
program and have met other corporate requirements to qualify them for work on hazardous
material sites.
S&ME owns and operates 21 drill rigs mounted on a variety of carriers including trucks, all-
terrain vehicles and skids, and has the capability to advance boreholes through virtually
any soil and rock conditions. Hole sizes up to 14 inches in diameter are available for
specialized tests or well installation in soil using standard auger boring, wash boring or
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
mud rotary techniques. Rock drilling capabilities range from diamond coring to air rotary
drilling. Tool selection includes conventional and wire line equipment capable of cutting
cores up to 2 to 4 inches in diameter. Core barrels and bits are selected from our wide
inventory and are matched to specific site conditions and core size requirements. S&ME
also has compressors, packer equipment and pump installation equipment. Our shop
facilities and mechanic staff allows rapid in-house fabrication of a variety of specialty
equipment used on many drilling sites.
Safety Equipment -Field investigation work conducted on this contract would be
performed in accordance with approved Health and Safety procedures. S&ME's full range
of health and safety equipment includes respirators, boots, gloves, coveralls, SCBA, airline
systems, hard hats and goggles. Safety related monitoring equipment includes oxygen
deficiency meters, explosimeters, poisonous gas detectors, photoionization meters, and
portable gas chromatographs. First aid facilities will be provided for on-site activities and
are a part of each site's safety plan. Personnel will be trained in the use, limitations,
maintenance and calibration of necessary safety equipment.
Materials Engineering, Construction Testing and Monitoring Services -S&ME
provides a board range of materials engineering and construction testing and monitoring
services which make use of our in-house laboratory and field testing capabilities.
In recognition of our operating requirements, S&ME maintains contracts with full-service
analytical laboratories (including IEA, Inc. to provide services company-wide in accordance
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Proposal for Excavation, Handling,
and Storage of PCB Contaminated Soils
From the Warren County PCB Landfill
S&ME Proposal No. P1012-96V
October 11 , 1996
with a negotiated unit fee schedule. S&ME performs on-site quality assurance audits of
selected laboratory facilities on an annual basis. Further, our policy requires that the
laboratory be certified to perform the requested analysis by the state in which the site is
located.
8.3 FINANCIAL EVALUATION CRITERIA
S&ME has the financial resources to meet the needs of this project. The requested
financial statement is enclosed as an insert at the back of this submittal. Please note the
confidentiality of our financial information. Additional financial information on S&ME can
be obtained by contacting Bruce Altstaetter, our Chief Financial Officer at [phone].
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8 1 / 4" ID HOLLOW STEM AUGERS
55 GALLON DRUMS
FOR SOIL CUTTINGS
RUBBER SEAL IS A TIGHT
FIT ON OUTSIDE OF PVC
PIPE -OVERLAPS OPENING
IN PAN.
PROPOSED SOIL CONTAINMENT
DURING DRILLING
WARREN COUNTY PCB LANDFILL
WARREN COUNTY, NORTH CAROLINA • EN"RONMENTAL SER"CES
ENGINEERING · TESTING
DRILL RIG
NOT SHOWN
RUBBER SEAL
Proposal No. P101296V
Scale: None
Fig No. _;..1 ____ _
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REPLACED TOPSOIL
CEMENT-BENTONITE GROUT
CONCRETE TO STABILIZE PIT CASING
··:-.
:-:. ·-
::
-· ·:. -·
6" SCH 40 PVC RISER --i:-~
(ASTM F-480-81) :.-·.
-: -·.-: .·.·-•:.
:-:--:_: ·---· 6" X 20' PVC WELL SCREEN -+--:-:---B!e· -\:
FILTER SAND PACK
. . . . .·.·-•:. . . ._-:-== ·: .. . ·.--·:. . . .·---· :\ :/ ·-·· :}:=:-:::.
6" EXPANDING WELL CAP WITH PADLOCK
PVC BOOT
REPLACED PROTECTIVE
SOILS -COMPACT LIGHTLY
\
TOPSOIL 12"
~ PROTECTION SOILS_? 12"
10 MIL PVC MEMBRANE 24"
~COMPACTED CLAY CAP~
~CLAY BRIDGE LIFT~ 12"
~LANDFILLED SOILS~ 10'
-APROXIMATE WATER LEVEL-- -
12" NOMINAL-~ ·IE--~LANDFILLED SOILS~
BOREHOLE \ = / 14'
DIAMITER :: -·.
5' SEPARATION BETWEEN
BOTTOM OF BOREHOLE
AND BOTTOM LANDFILL LINER
PROPOSED BOREHOLE/WELL CONSTRUCTION
WARREN COUNTY PCB LANDFILL
WARREN COUNTY, NORTH CAROLINA
._.-.. . ·-·: ·.·• -:: ·.---: ·-· ·-.• ·---· ·. -:: -.-..
FILTER FABRIC
.,,s--SAND~
~ 5' COMPACTED CLAY LINER ~
BOTTOM PVC MEMBRANE LINER
5'
• EN\/IRON.ENTAL s,.,.crs
ENGINEERING • TESTING
Proposal No. P 101296V
Scale: None
Fig No._2=------
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RESUME
ANN M. BORDEN, P .G.
Manager, Environmental Services, Raleigh BranchNice President
S&ME, Inc.
EXPERIENCE Joined S&ME in 1990 with 13 years previous experience.
EDUCATION M.B.A. Finance, University of St. Thomas, Houston, TX 1985
Ph.D. studies, Scripps Inst. Oceanography, La Jolla, CA 1981
-Recipient of Scripps Institute of Oceanography Director's Scholarship
M.S. Physical & Chemical Processes in Geology, University of Cincinnati, OH 1980
-Full Scholarships/Teaching and Research Assistantships
S.S. Geology, Northeastern University, Boston, MA 1977
PROFESSIONAL REGISTRATION
North Carolina Licensed Geologist, No. 307
FIELDS OF COMPETENCE
0 Project management of multiphase, multidisciplinary environmental projects;
RCRA/CERCLA/UST regulatory and technical consultation; contaminant transport and
hydrogeologic analysis; remedial alternative evaluation; landfill siting and permitting
KEY PROJECTS AND ASSIGNMENTS
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Senior Hydrogeologist for the siting and preparation of permit applications for municipal solid
waste landfills in Rockingham County, Alamance County, Harnett County, Wake County and
Camp Lejeune as well as a confidential regional municipal solid waste landfill in Piedmont,
North Carolina. Issues involved seeking reclassification of groundwater near future landfill
sites.
Environmental Manager/ Senior Hydrogeologic Consultant responsible for business
development and financial and technical management of approximately 20 environmentally
diversified engineers and scientists. Supervises expertise in air permitting and compliance;
soil and ground water assessment and remediation; wastewater treatment; bioremediation;
RCRA and CERCLA permitting, assessment and corrective action; facility audits; stormwater
plans; SPCC plans; environmental pre-buy assessments; ASTM and EPA risk assessments;
landfill siting; RCRA cap construction management; industrial hygiene services: indoor air
quality, asbestos and lead paint monitoring; computer simulations
Regulatory/Technical Negotiator and Senior Hydrogeologic Consultant for major industrial
clients. Participated in consultations for regulatory primacy of sites by North Carolina
regulatory agencies (Division of Environmental Management versus Division of Solid Waste
Management) for a large pharmaceutical company in the Piedmont, a major industry in
eastern North Carolina, a chemical transfer facility in the Piedmont, a manufacturing plant in
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Ann M. Borden, P.G.
Manager, Environmental Services, Raleigh BranchNice President
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western North Carolina, etc. Have defined technical project scopes to lessen financial
impacts to industry, while being protective of the environment.
Senior Project Manager/Senior Hydrogeologic Consultant for RCRA sites in North Carolina.
Provide technical and regulatory assistance for wood treaters, metal platers, county
government, chemical transfer facilities, pharmaceutical facilities, manufacturing facilities.
Duties include consulting on project investigatory and remediation work scopes and cleanup
levels with State regulators, managing the projects for adherence to schedule and budget,
providing senior technical review.
Senior Project Manager/ Senior Hydrogeologic Consultant for site assessments and
remediation activities at petroleum storage tank facilities. Activities include defining the
horizontal and vertical extent of the hydrocarbon plumes in soil and groundwater, selecting
remedial alternatives, completing permit applications for remediating soil and/or groundwater,
consulting on reimbursement issues with the State Trust Fund staff and representing clients
with State or Federal regulatory agencies on enforcement matters and regulatory
negotiations.
Previously Head of Pollution Control Branch, Assistant Chief, Groundwater Section, North
Carolina Division of Environmental Management. Implemented and managed the State Trust
Fund for the cleanup and reimbursement of cleanup activities associated with leaking
underground storage tanks (USTs); managed the Federal Cleanup Trust Fund for USTs.
Planned and executed state-wide site investigations and remedial programs for groundwater
and soil contamination.
PROFESSIONAL MEMBERSHIPS/AFFILIATIONS
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Groundwater Professionals of North Carolina
Founding President-1989
Councilor-1990
President-Elect-1991
President-1992
Councilor -1993
NWNA/Assoc of Groundwater Scientists and Engineers
Full Member
Geological Society of America -Full Member
o Sigma Gamma Epsilon (honorary geological fraternity)
PUBLICATIONS
o AM. Borden, J.Johnston, L.LeBrun, "Intrinsic Bioremediation of Hydrocarbons",
Environmental Remediation in North Carolina, Institute of Business Law, 1994.
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Ann M. Borden, P.G.
Manager, Environmental Services, Raleigh BranchNice President
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A.M. Borden, G.M. Birk, J.D. Hardy, "Underground and Aboveground Storage Tanks:
Regulations & Remediation", Executive Enterprises, Environmental Regulation Course, 1993.
A.M. Borden, "Underground Storage Tanks", Executive Enterprises, Environmental
Regulation Course, 1992.
A.M. Borden, ''The Cleanup Trust Funds and Proposed UST Regulations", North Carolina Bar
Foundation Continuing Legal Education, Environmental Law Annual Meeting, 1990.
A.M. Borden, "Cleanup of Contaminants: An Overview of North Carolina Regulations",
Underground Storage Tanks: The Impact of New and Existing Regulations, 1989.
H.J. Reisinger 11, A.M. Borden, R.M. Owens, J.P. Muilenburg, and D.A. Pass, "Applicability
of Soil Vapor Surveying as an Assessment Tool in the Eastern Piedmont", Conference on
Groundwater in the Piedmont of the Eastern United States, 1989.
SPEAKING ENGAGEMENTS
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"Groundwater Remediation: Pretreatment Approaches and Alternatives", City of Raleigh
Groundwater Management Seminar, 1996.
"Bioremediation-Principles and Practice", AEG Bioremediation Symposium, Association of
Engineering Geologists, 1994 National Meeting-Williamsburg, VA.
"Intrinsic Bioremediation of Hydrocarbons"-Environmental Remediation in North Carolina.
Institute of Business Law, 1994.
"Bioremediation-Objectives for Regulatory Compliance"-Standards of Practice in
Environmental Geology and Engineering Geology. AIPG/AEG seminar, 1993.
"Underground and Aboveground Storage Tanks: Regulations & Remediation" Environmental
Regulation Course, Executive Enterprises, Virginia Beach, VA, 1993.
"Environmental Assessments and Remediation", Wilmington District-U.S. Army Corps of
Engineers, 1993.
"Environmental Assessments", NCSBA, 1992.
"Underground Storage Tanks" Environmental Regulation Course, Executive Enterprises,
Raleigh, NC, 1992
"Groundwater Contamination and UST Issues", Environmental Law for Paralegals, Meredith
College, 1991 .
"Environmental Concerns and Remediation", Continuing Legal Education Seminar sponsored
by United Title Company, 1991.
"Environmental Audits and Underground Storage Tank Issues". Seminar sponsored by
National Business Institute, 1991.
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Ann M. Borden, P .G.
Manager, Environmental Services, Raleigh BranchNice President
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"What to Expect from an Environmental Engineering Firm" Environmental Responsibility -
Risk Management for the Fiduciary. Seminar sponsored by Wachovia Bank and Trust
Company, 1990.
"Underground Storage Tank Update" 1990 North Carolina and South Carolina Environmental
School.
"North Carolina State Trust Fund Management" N.C. Environmental Law Annual Meeting,
1990.
"Contamination Assessment and Monitoring" Moderator for the Conference on Groundwater
in the Piedmont of the Eastern United States, 1989.
"Underground Storage Tanks: The Impact of New and Existing Regulations, seminar
sponsored by Professional Engineers of North Carolina, 1989.
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EXPERIENCE
EDUCATION
RESUME
DAN E. BREWER, P .E.
Landfill Services Manager, Senior Project Manager
S&ME, Inc.
Joined S&ME in 1990 with 4 years previous experience.
S.S., Civil Engineering, North Carolina State University, 1987
M.S., Civil Engineering, University of North Carolina at Charlotte, 1995
PROFESSIONAL REGISTRATIONS
Professional Engineer, North Carolina, 1991 (#17582)
Professional Engineer, South Carolina, 1992 (#14780)
FIELDS OF COMPETENCE
o Project Management; siting, design, permitting and construction quality
assurance of solid waste landfills; preparation of technical specifications
and construction bid packages.
o Geotechnical analyses using geosynthetics.
o Preparation of erosion and sediment control plans.
o Geotechnical and hydrologic analyses of existing earth dams.
o NPDES Stormwater Discharge Permitting.
KEY PROJECTS AND ASSIGNMENTS
o Staff Engineer on numerous municipal and industrial waste management
projects. Projects have included design and state permitting of municipal
solid waste landfills, industrial sludge landfills and ash monofills. Specific
studies include detailed site investigation, facility design (liner systems
and leachate collection systems) and construction quality assurance.
Work areas also include preparing formal engineering reports and
developing detailed design drawings and specifications for construction
bid packages.
o Staff Engineer on several RCRA pond closures. Projects have included
final cover designs using composite liner systems. Studies have included
the use of geosynthetics for cover systems. Projects also included
preparation of technical specifications, construction drawings and
construction quality assurance programs.
o Project Engineer for preparation of technical specifications for
construction of a 29-acre composite-lined landfill cell for CMS/Browning-
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Dan E. Brewer, P .E.
Landfill Services Manager
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Ferris Industries in Cabarrus County, North Carolina.
Project Engineer for design and permitting for a 40-acre landfill closure
in Cherokee County, South Carolina.
Project Engineer for preparation of technical specifications for
construction of Cell 1 for Macon County Landfill, North Carolina.
Project Manager for construction of Cell 1 and surface impoundment for
Macon County Landfill, North Carolina. Duties included contract
administration, construction management, review and approval of
contractor shop drawings, review of geosynthetic conformance testing,
and management of construction quality assurance program.
Project Manager for design, permitting, preparation of technical
specifications and construction quality assurance of a 1.5-acre landfill
closure and new 3-acre industrial sludge composite-lined landfill in
western Piedmont, North Carolina.
Project Engineer for design, preparation of technical specifications and bid
package for construction of a 18-acre composite-lined solid waste landfill
in Greenwood County, South Carolina.
Project Manager for construction of Cell 1 and surface impoundment for
Greenwood County Landfill, South Carolina. Duties included contract
administration, construction management, review and approval of
contractor shop drawings, review of geosynthetic conformance testing,
and management of construction quality assurance program.
Project Manager for design and permitting of a 34-acre composite-lined
regional landfill for Browning-Ferris Industries in Sampson County, North
Carolina.
Project Manager for methane migration assessment, remediation plan and
construction quality assurance for remediation system for Rowan County
Landfill, North Carolina.
Project Manager for hydrogeologic study and design of a 130-acre
composite-lined regional landfill for Browning-Ferris Industries, Charlotte
Motor Speedway, Landfill V, Concord , North Carolina. Tasks also
included preparation of construction drawings and contract documents.
Project Manager for preparation of transition plan for Browning-Ferris
Industries, Charlotte Motor Speedway, Landfill V, Cells 1A and 1 B,
Concord, North Carolina.
Project Manager for preparation of water quality monitoring plan and
methane monitoring plan for existing Union County Landfill, Union County,
North Carolina.
Project Manager for hydrogeologic study, design and permit application
of a 60-acre tire monofill, C&D landfill and land clearing landfill in western
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Dan E. Brewer, P .E.
Landfill Services Manager
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Piedmont, North Carolina.
Project Manager for preparation of stormwater pollution prevention plans
for all of Shuford Mills, Inc. plants in western North Carolina.
Project Manager for design of a 3 million gallon, geosynthetically lined fire
control pond for a chemical plant in western Piedmont, North Carolina.
Project Manager for geotechnical investigation and preparation of site
development plan for an ash beneficial fill area for Fieldcrest Cannon,
Inc., Kannapolis, North Carolina.
Project Manager for construction of Browning-Ferris Industries, CMS
Landfill V Cells 2A and 2B. Duties included management of construction
quality assurance program and preparation of application for permit to
operate.
Senior Project Manager for hydrogeologic study and design of the
Robeson County Municipal Solid Waste Landfill.
o Senior Project Manager for construction quality control program for the
Enoree Landfill in Greenville County, South Carolina.
o Senior Project Manager for design of repairs to final cover for the York
Road Landfill/Renaissance Park Golf Course in Charlotte, NC. Tasks
included design of final cover repairs, preparation of bid documents,
assisting the City in the bid process and performing construction quality
assurance and construction management services.
PROFESSIONAL MEMBERSHIPS/AFFILIATIONS
o American Society of Civil Engineers
CONTINUING EDUCATION
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WasteTech '89, Landfills into the Next Decade: Design, Groundwater
Monitoring and Corrective Actions, 1989, Washington, D.C.
Municipal Solid Waste Landfills: Design, Operation and Management,
1990, Charlotte, NC, sponsored by Clemson University.
Watershed Protection and Stormwater Permitting, 1991 , Charlotte, NC,
sponsored by University of North Carolina at Charlotte.
Designing with Geosynthetics, Robert M. Koerner, 1991 , Atlanta, GA,
sponsored by Geosynthetic Research Institute, Drexel University.
NPDES Industrial Stormwater Permit Compliance, ASCE, 1993, Charlotte,
NC.
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Dan E. Brewer, P.E.
Landfill Services Manager
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National Seminars Group "How to Manage Projects, Priorities and
Deadlines", 1994, Charlotte, NC.
Clay Liners and Covers for Waste Disposal Facilities, University of Texas
at Austin, October 26 -28, 1994, Austin, Texas.
o ASFE Loss Prevention Seminar, January 1995, Charlotte, NC.
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RESUME
C. MIKE CASHIO, JR., C.I.H.
Industrial Hygiene Department Manager/Certified Industrial Hygienist
S&ME, Inc.
EXPERIENCE Joined S&ME in 1988 with 12 years previous experience.
EDUCATION B.S., Chemistry, University of Alabama, Birmingham, 1975
PROFESSIONAL REGISTRATIONS
Certified Industrial Hygienist, Comprehensive Practice, (#1866)
Accredited Asbestos Project Designer, North Carolina (#40020)
Licensed Asbestos Project Designer, South Carolina (#1938)
Accredited Asbestos AHERA Inspector, North Carolina (#10298)
Accredited Asbestos Management Planner, North Carolina (#20165)
Licensed Asbestos Management Planner, South Carolina (#1364)
Accredited Asbestos Air Monitor, North Carolina (#80024)
FIELDS OF COMPETENCE
o Indoor Air Quality/Sick Building Evaluation.
o Asbestos Consulting Services, including Inspections, Management Planning, Asbestos
Abatement Project Design, Asbestos Abatement Project Management, including Air
Monitoring.
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Feasibility studies relative to environmental monitoring and analysis of PCB contaminated
landfill remediation sites during removal and subsequent final treatment/disposal of waste.
Environmental Noise Assessments.
OSHA Regulatory Compliance Audits, including Personal Noise Exposure Evaluations, Air
Contaminant Evaluations, Recommendations of Controlled Measures for Noise and Air
Contaminant Exposures, Review and Development of OSHA-required Programs, including
Respiratory Protection, Hazard Communication, Blood Borne Pathogens, Asbestos, Lead,
and Control Programs for various other regulated substances.
o Lead/HUD Consulting Services, including Lead Abatement Design and Management.
o HUD/EPA Training Instructor.
KEY PROJECTS AND ASSIGNMENTS
0 Project Manager for Environmental Monitoring and Analysis Feasibility Studies for a PCB
contaminated landfill remediation project involving decontamination of 11 PCB contaminated
landfills. Work involved development of environmental monitoring protocols for protection of
the public and determination of extent of environmental contamination.
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C. Mike Cashio, Jr., C.1.H.
Industrial Hygiene Department Manager
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QNQC Officer for an indefinite delivery contract with the U.S. Navy SOUTHDIV, involving
Asbestos Consulting Services, specifically site inspections, development of plans and
specifications and asbestos abatement oversight.
Project Designer/Manager for Appalachian State University, Boone, North Carolina. S&ME
performed the original AH ERA asbestos inspection. The work included performing asbestos
surveys on 12 buildings. From these surveys, bulk samples were collected and analyzed.
From the sample results and survey data, a management plan was developed for each
building containing asbestos. The management plan was renewed and accepted by
NCDEHNR.
Conduct of Indoor Air Quality Assessments at various schools and commercial office
buildings.
Safety and Health Aspects Related to Hazardous Waste Operations, including Site
Remediation.
Conduct indoor air quality investigations and noise assessments for large hospital in Eastern
North Carolina.
Instructor in Indoor Air Quality Assessment, Charlotte Chamber of Commerce Environmental
School.
Senior Industrial Hygienist for the Federal Occupational Safety and Health Administration
operating in a field office in North Alabama, responsible for conduct of OSHA inspections
involving all types of operations, including hospitals, office buildings, heavy manufacturing,
light manufacturing, electroplating, foundries, abrasive blasting operations, shipyards,
chemical and pesticide manufacture and special manufacturing using heavy and exotic
metals.
Industrial Hygiene Supervisor at a major shipyard on the East Coast. Responsible for
supervision and management of a team of Industrial Hygienists and Technicians, with
primary responsibility of compliance with OSHA Regulations and control of industrial health
hazards. The shipyard employed in excess of 25,000 people on this site. Specific industrial
operations covered included a large medical clinic with emergency and laboratory facilities,
an electroplating facility, a paint manufacturing facility, a steel foundry, a lead foundry, a
brass foundry, machine shops, a rubber manufacturing operation, welding, painting, abrasive
blasting, asbestos removal, lead cutting, welding and fitting operations relative to ship ballast
and reactor shielding, and open-surface tanks for degreasing and finishing operations. Had
primary responsibility for the Asbestos Control Program and the Toxic Substances Control
Program.
Project Director for Industrial Hygiene Evaluations in a major heavy manufacturing facility.
These included evaluations of metal dust and fume exposures, organic vapor exposures, and
noise exposures.
Monitoring/evaluation of noise sources for residential subdivisions and proposed housing
sites meeting FHA protocols.
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C. Mike Cashio, Jr., C.I.H.
Industrial Hygiene Department Manager
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Project Director for Identification and Assessment of Asbestos in a 15-building city block in
Charlotte, North Carolina. Developed plans and specifications for asbestos removal and
oversaw removal of the asbestos prior to building demolition.
Conduct of Organic Vapor and Heavy Metals Exposure Monitoring for various environmental
remediation sites.
Project Manager for a lead abatement operation involving development of plans and
specifications, bidding, and management of the abatement project at 3 housing complexes
involving more than 300 residential units.
Manager of lead inspection projects for HUD residential projects as well as industrial and
construction sites.
PROFESSIONAL MEMBERSHIPS/AFFILIATIONS
o American Industrial Hygiene Association, former President, Tide Water Chapter.
o American Academy of Industrial Hygiene, Diplomate.
0 Environmental Information Association/National Asbestos Council, former Vice President,
North Carolina Section.
CONTINUING EDUCATION
11/95
o Industrial Noise Control, Auburn University
o Respiratory Protection , National Institute for Occupational Safety and Health
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Industrial Hygiene Engineering, National Institute for Occupational Safety and Health
Sampling, Evaluating and Identification of Airborne Asbestos Fibers, NIOSH 582, National
Institute for Occupational Safety and Health
Hazardous Waste Operator Training
Asbestos Inspections and Management Planning, Midwest Asbestos Information Center
Asbestos Abatement Project Supervision, University of North Carolina
Industrial Hygiene Toxicology, University of North Carolina
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EXPERIENCE
EDUCATION
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WALTER J. BECKWITH, P.G.
Senior Project Geologist/ Manager of Environmental Assessment Activities
S&ME, Inc., Raleigh , North Carolina
Joined S&ME in 1983 with 11 years previous experience
BS Geology -1971 , Michigan Technological University -Houghton, Michigan
PROFESSIONAL REGISTRATIONS
Licensed Professional Geologist, State of North Carolina, No. 584
Registered Professional Geologist, State of South Carolina, No. 248
Certified Professional Geologist, State of Virginia, No. 863
Registered Professional Geologist, State of Delaware, No. 802
Registered Professional Geologist, State of Tennessee, No. 2362
FIELDS OF COMPETENCE
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Environmental Geology: Site characterization through field geologic methods,
fracture assessment, design of well networks for groundwater monitoring and aquifer
analysis; delineation of soil and groundwater contamination; evaluation of
remediation techniques; aquifer testing; technical review, and management of field
activities.
Engineering Geology: Site evaluation, with emphasis on interpretation of geologic
conditions and their impact on site development; site characterization through
detailed stratigraphic and structural geologic mapping; Quality control/assurance of
field construction methods; and foundation grouting.
Project engineering geologist for the quality control of foundation grouting operations
in highly fractured rocks at three major earth fill dams in the North Carolina
Piedmont, with interpretation of grout takes and subsurface geology
Senior project geologist responsible for sampling protocols, schedules and QA/QC
documentation at two PCB contaminated sites in Bloomington, Indiana. One of the
sites was administered by CERCLA through EPA Region V.
Project geologist for a number landfill sites, performing site characterization for
construction, fault mapping, groundwater characterization, methane studies in North
Carolina.
Project Management of Multi-phase Environmental Projects: Siting studies,
environmental pre-buy assessments, hydrogeological assessment and corrective
action, remedial alternatives, permitting; regulatory and technical consultation, expert
witness testimony.
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Walter J. Beckwith, P .G.
Senior Project Geologist
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o Direction of Field Assessment Activities: Extensive experience with all drilling
methods; soil borings, rock drilling, well design and installation; specialized borehole
testing, including pressure testing, geophysical logging, and Menard pressuremeter
testing; preparation and review of drilling specifications. Sampling procedures and
protocols for soil, groundwater, and surface water. Performance of pump tests.
KEY PROJECTS AND ASSIGNMENTS
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Senior project geologist for the investigation of solvent contamination under the
guidelines of RCRNCERCLA at several sites in Charlotte, Salisbury, Raleigh, Wake
Forest, and Roxboro, North Carolina. Aquifer properties were addressed through
the installation of monitor well networks and pump tests. Fracture characteristics
were assessed for potential of migration pathways within the bedrock aquifer.
Project geologist for the RCRA investigation of a major wood treating facility in
eastern North Carolina. Characterized the migration potential of various wood
treating chemicals in the subsurface via permeable conduits and physical and
chemical properties of the compounds.
Senior geologist for numerous sites impacted by petroleum hydrocarbons in the
Coastal Plain and Piedmont of North Carolina. Assessed the vertical and horizontal
extent of soil and groundwater contamination. Coastal Plain sites dealt with multiple
aquifers. Piedmont sites required an assessment of the weathered bedrock fracture
systems by fracture trace analysis and field reconnaissance.
Project Manager and senior geologist for source characterization and groundwater
characterization of NPL site in Raleigh, North Carolina. The site was used for former
disposal of research laboratory wastes. Field operations required level B respiratory
protection. Remediation alternatives are now being reviewed.
Project geologist for installation of bedrock monitor wells for a low-level radioactive
landfill near Raleigh, North Carolina. The site was used for former disposal of animal
carcasses that were used for laboratory research.
Senior Hydrogeologist for third party review of Comprehensive Site Assessment
(CSA) reports describing soil and groundwater impact resulting from former use of
chlorinated solvents associated with asphalt testing at 23 sites in North Carolina. the
review included an assessment of degradation pathways associated with natural
attenuation of the compounds
Project geologist for the investigation of solvent contamination at a major industrial
complex in the Coastal Plain of North Carolina. Review of geotechnical boring data
and data generated by multiple consultants to define the hydrogeologic framework
present in the vicinity of the complex. Assessment and definition of multiple plumes
and DNAPL accumulation. Evaluated chlorinated hydrocarbon contaminant
degradation. Reviewed installation of DNAPL recovery wells, monitor well networks
and pump tests.
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Walter J. Beckwith, P.G.
Senior Project Geologist
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PROFESSIONAL MEMBERSHIPS/ AFFILIATIONS
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Association of Engineering Geologists (AEG)
Full Member
Groundwater Professionals of North Carolina (GWPNC)
Full Member
National Ground Water Association (NGWA)
Full Member
o Association of Groundwater Scientists and Engineers (AGWSE)
Full Member
CONTINUING EDUCATION
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OSHA Hazardous Waste Site Health and Safety Training, with annual updates; since
January 1984.
Westinghouse Pre-buy Assessment Course; February 1990.
NWWA Ground Water Monitoring Well Design and Installation; April 1991.
The Princeton Course on Ground Water Pollution and Hydrology; July 1991.
Petroleum Hydrocarbons and Organic Chemicals in Groundwater, NGWA, November
1993
Professional Loss Prevention, ASFE, February 1995
The Presentation of Data by Edward Tufte, August 1995
Project Management, NCSU Department of Continuing Education, September
1995.
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RESUME
GARY M. BIRK, P .E.
Senior Engineer/Environmental Engineering Group Manager
EXPERIENCE Joined S&ME in 1989 with 6 years previous experience.
EDUCATION B.S., Chemical Engineering, North Carolina State University, 1984
PROFESSIONAL REGISTRATIONS
Professional Engineer, North Carolina, 1990 (#16723)
Professional Engineer, Virginia, 1993 (#024249)
National Council of Examiners for Engineers and Surveying, 1992 (#10574)
FIELDS OF COMPETENCE
o Mr. Birk has over 13 years of experience with TSCA regulations as they relate to
PCBs. This experience includes sampling of soil, groundwater and electrical
equipment for PCBs, removal and disposal of PCB contaminated equipment and
remediatation of PCB impacted soils.
KEY PROJECTS AND ASSIGNMENTS
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Program Manager for S&ME's activities on an U.S. Navy Atlantic Division (LANTDIV)
indefinite quantity (IQ) contract for environmental engineering and design services for
various projects at Marine Corps Base, Camp Lejeune, North Carolina and the Marine
Corps Air Station, New River, Jacksonville, North Carolina. Directed five LANTDIV
task orders with a total contract amount of $416,000
Technical Consultant/Site Inspector for the excavation and transportation of
approximately 150,000 cubic yards of material from an ash dump to a newly
constructed secure landfill at the Possum Point Power Station, Dumfries, Virginia.
PCB contaminated di-electric equipment were segregated from the excavated fly ash,
properly packaged and transported off-site for disposal.
Project Manager for the sampling and removal of PCB transformers at the Raleigh-
Durham International Airport.
Project Manager for a PCB spill decontamination and assessment at a
Federal Express sorting facility located in Raleigh, North Carolina.
Project Manager for S&ME's activities on a U.S. Army Corps of Engineers, Savannah
District contract for the assessment and decontamination of a PCB transformer vault
at Womack Army Community Hospital, Ft. Bragg, North Carolina.
Design Engineer for the decontamination and dismantling plan and cost estimate for
a PCB incinerator located in Bloomington, Indiana.
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Gary M. Birk, P.E.
Senior Engineer/Environmental Engineering Group Manager
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o Senior Engineer for the replacement of PCB contaminated devices at NIEHS located
in Bethesda, Maryland.
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Senior Engineer for the design and procurement of a Corrective Action Management
Unit (CAMU) for a wood treatment facility in central North Carolina. The CAMU is
allowing our client to treat and dispose of his hazardous waste on-site, saving our
client considerable costs. This is the only CAMU permitted in North Carolina and at
the time of permitting, it was the first in USEPA Region IV.
Senior Engineer for the design and permitting of a Corrective Action Plan for a
chemical manufacturing facility in Charlotte, North Carolina. Chromium and nickel
contaminated soil will be remediated using an in-situ detoxification technology, TR-
DETOX. The heavy metals will be reduced to their lowest valence state and rendered
insoluble as stable organometallic complexes. Contaminated groundwater will be
treated via diffused aeration followed by ion-exchange with discharge under an
NPDES permit.
o Project Manager for the RCRA closure of two basins as landfills located in Raleigh,
Wake County -includes preparation of groundwater monitoring, closure and post-
closure plans for HWM units, plans and specifications and construction quality
assurance (CQA).
PUBLICATION/SPEAKING ENGAGEMENTS
o AM. Borden, G. Birk, J. Hardy, "Underground and Above Ground Storage Tank
Regulations and Remediation," Executive Enterprises, 1993.
o Invited Speaker S&ME Environmental, Technical Seminar, Charlotte, North Carolina,
May 1995. Presented lecture entitled "Final Cover Design for RCRA Surface
Impoundments and Landfills". The lecture focused on the performance standards
required for cover designs for hazardous waste management (HWM) units under 40
CFR Part 264 for permitted units and Part 265 for interim status units.
o Assisted USEPA Region IV in conducting tours of multiple active remediation sites for
a visit by dignitaries from the Czech Republic, August 1995.
GENERAL CONTRACTORS LICENSE
0 North Carolina (Unclassified); Grading, Highway, Public Utilities and Building
10/96
KISHARE\WP51DATAIMRKTINGIRESUMES.NEWJW.EIGHIBIRKPCB
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POSITION
RESUME
DONALD F. CARTER, P.E.
Project EngineerNice President
S&ME, Inc.
EXPERIENCE Joined S&ME in 1974 with four years previous experience.
EDUCATION BS/1979/ Civil Engineering/ North Carolina State University
MS/1980/ Civil Engineering/ North Carolina State University
PROFESSIONAL REGISTRATIONS
Professional Engineer, North Carolina, 1983 (#11267)
FIELDS OF COMPETENCE
Solid Waste Regulations (currently serving on North Carolina Division of Solid Waste Management
Task Force to rewrite the state landfill design regulations for state approval under Subtitle D);
Project Management and Business Development; Soil Mechanics, Concrete Technology;
Laboratory Testing; Field Inspection and Evaluation.
KEY PROJECTS AND ASSIGNMENTS
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Project Principal associated with hydrogeology and geotechnical studies for site
assessment and site application of a new municipal solid waste landfill in Alamance
County, North Carolina.
Project Principal for siting study (hydrogeology and geotechnical) to prepare site
application for a new municipal solid waste landfill in Caswell County. Project also
includes evaluation of contaminants within the ground water from the existing adjacent
solid waste landfill.
Project Principal for siting studies associated with site expansion, site application and
design for two municipal solid waste landfills in Wake County, North Carolina.
Project Principal for ground water studies associated with eliminating perched ground
water conditions at a proposed new cell for the solid waste landfill at Harnett County,
North Carolina.
Project Director for determining the feasibility of a proposed new site to build a Subtitle
D Solid Waste Landfill in Pasquotank County, North Carolina.
Project Principal for siting , design and construction of a new Subtitle D Solid Waste
Landfill for Wilson County, North Carolina.
Project Principal for hydrogeology studies as part of the site application for a high-tech
solid waste landfill in Rockingham County, North Carolina.
Project Principal for evaluating ground water conditions within a confined slurry wall area
at an abandoned fertilizer plant site in eastern North Carolina. This project is on-going
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Donald F. Carter, P .E.
Project EngineerNice President
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and was initiated because of OEM's requirement that the owner evaluate potential leakage
of contaminated ground water from a 77-acre area confined by a slurry wall and a low
permeable cap. Project Principal role involved working with the owner to develop a scope
and corresponding budget, followed by assistance in developing a workplan and
participation in meetings with DEM to gain its approval prior to initiating the workplan.
Most recently, orchestrated regulatory negotiations to keep the project in state jurisdiction
rather than EPA jurisdiction even though typical site ranking would place it under EPA
control.
Project Principal for preparation of a Remedial Feasibility Investigation (RFI) at a ground
water contaminated timber creosoting facility in central North Carolina. Participated in
developing the scope, met with the state (DEM) to develop an acceptable workplan and
provided periodic overview of the project manager.
Project Principal for siting studies of a RCRA Subtitle D landfill at Camp LeJeune, North
Carolina. Ground water at the site was evaluated for potential contamination. Negotiated
with the state for an investigative approach at the project to allow the siting of a landfill
where ground water contamination was suspected.
Project Manager for a feasibility study of a regional RCRA Subtitle D Solid Waste Landfill
in Anson County, North Carolina. Project tasks included developing a scope and budget,
meeting with the state to develop options for site development, coordinating the
conceptual design and siting feasibility efforts, and representing the client (i.e., the landfill
developer) at a public hearing.
S&ME Project Engineer for a solid waste study to evaluate disposal options for the
phosphate mining operations of Texasgulf, Inc., at its Aurora, North Carolina Facility.
Project tasks included developing the scope and budget based upon the client's needs,
completing portions of the study dealing with disposal options, disposal costs, regulatory
requirements, and recommendations of most appropriate, cost-effective, long-term options
for the facility to dispose of both solid and industrial wastes. The project was a joint
venture with another engineering company.
PROFESSIONAL PARTICIPATION
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Past Chairman of Environmental Committee, Consulting Engineers Council of North
Carolina. Developed and maintained close working relationship with personnel at various
levels of NC Department of Environment, Health and Natural Resources including DEM,
Division of Solid Waste Management (DSWM) and Division of Environmental Health
(DEH). Currently serves as an active member of the committee.
Served as a member of a Review Committee established by the DSWM for RCRA Subtitle
D landfill rule revisions.
Served on a committee set up by the office of legislative research to rewrite North
Carolina's Underground Storage Tank legislation.
Currently serving on a committee established by DSWM to develop regulations for
expediting of remediation by industry as legislated by HB-1886.
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Donald F. Carter, P .E.
Project EngineerNice President
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Served on ad-hoc committee set up by the DEM to address the requirements for
Professional Engineers (P.E.) seals on certain air quality permit applications.
Served on the DSWM committee to address "How Clean Is Clean."
Current member of the Environmental Affairs Committee, North Carolina Citizens for
Business and Industry.
Currently serving as the Chairman of the Public Policy Committee of Professional
Engineers of North Carolina.
Current member of the Central Office and Budget Committees, Professional Engineers of
North Carolina.
Past President of the Raleigh-Durham Chapter of Construction Specifications Institute.
Past Treasurer of Professional Engineers of North Carolina.
Past Treasurer of Eastern Branch, American Society of Civil Engineers.
Moderator of a Professional Engineer's Seminar for siting and design of a RCRA Subtitle
D Landfill held in Raleigh, North Carolina. Approximately 125 people attended.
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RESUME
WILBERT THOMAS FARRAR
POSITION Consultant
EXPERIENCE 20 Years Experience in Project Management and Engineering
(including the specialization in public relations and project coordination)
FIELDS OF COMPETENCE
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First hand knowledge and experience of materials testing and environmental services which
enables the capability of understanding the technical process as well as the support
services which are need to complete projects successfully.
Experience to understand the public concern and anxiety in the resolution of environmental
projects
Ability to develop a comprehensive public relations and community education program
custom fitted to each project, thus providing for a total team approach and effort to the
completion of projects.
o Provide the capability and understanding to deal with the general public, citizens groups,
contractors, engineers, state agencies, and science advisors to develop a spirit of
cooperation and team effort to promote an atmosphere of trust and diligence.
KEV PROJECTS AND ASSIGNMENTS
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Shiloh Community Ground Water Contamination
Morrisville, North Carolina
Project Coordinator and Advisory Consultant
Harrington Property Contamination
Apex, North Carolina
Advisory Consultant to property owners
Texaco Ground Water Contamination Survey
Apex, North Carolina
Project Consultant
Cary Town Center Shopping Center
Cary, North Carolina
Project Management/Public Relations (Rezoning processing environmental issues prior to
site approval)
Preparation of public relations and information plans for a series of asbestos removal
projects.
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S&ME INC. SELECTED LANDFILL EXPERIENCE
Project Name
Alamance County Municipal Solid
Waste Landfill
Camp Lejeune Solid Waste Landfill
Caswell County Landfill
Project Location
Alamance County, NC
Camp Lejeune, NC
Yanceyville, NC
Cherokee County Landfill Closure Plan Cherokee County, SC
Commercial Hazardous Waste Landfill Southern, SC
Decatur County Municipal Landfill
Demolition and Debris Landfill
Decatur County, GA
Wake County, NC
Duplin County Solid Waste Landfill Duplin County, NC
Early County Municipal Landfill Early County, GA
Edgecombe County Landfill Transition Tarboro, NC
Plan
Gamble Road Landfill Southeast, GA
Greenwood County Landfill Greenwood, SC
Harnett County Solid Waste Landfill Harnett County, NC
Hazardous Waste Landfill Design Northeast, TN
Industrial Sludge/Solid Waste Landfill Western Piedmont, NC
Inert Landfill Design & Permitting
Johnston County Subtitle D Landfill
Landfill Permitting
Liberty County Landfill
Bennettsville, SC
Johnston County, NC
Concord, NC
Liberty County, GA
Macon County Municipal Solid Waste Macon County, NC
Landfill
Client
Hazen & Sawyer, P.C.
Hobbs & Upchurch/Dewberry
& Davis
Confidential
Cherokee County Dept. of
Public Works
Confidential
Stevenson and Palmer Engineering
Confidential
Duplin County, NC
Stevenson and Palmer Engineering
The Wooten Company
Confidential
Greenwood County Department
of Public Works
McKim & Creed
Confidential
Confidential Chemical Corporation
Confidential Industrial Client
McKim & Creed
Browning Ferris Industries
Confidential
Macon County, NC
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S&ME INC. SELECTED LANDFILL EXPERIENCE
Project Name
Mecklenburg County Municipal Solid
Waste Landfill
Montgomery County Municipal Solid
Waste Landfill
New Hanover County Solid Waste
Landfill
Northeast Tennessee Waste
Management
Old Greenville Landfill
On-site Analytical Services at
Landfill
Pasquotank County Landfill
Phase II Expansion of the Hamblen
County/Morristown Balefill/ Landfill
Phase I IA Landfill Expansion
Lenzing Fiber Corporation
Pine Ridge Solid Waste Landfill
Pitt County Regional Solid Waste
Landfill
Preliminary Evaluation and Public
Presentation For Regional Solid
Waste Landfill
Regional Solid Waste Landfill Site
Regional Solid Waste Landfill Site
Regional Solid Waste Landfill Site
Regional Solid Waste Landfill Site
Regional Solid Waste Landfill Site
Robeson County Landfill
Project Location
Mecklenburg County, NC
Montgomery County, NC
New Hanover County, NC
Hawkins County, TN
Greeneville, TN
Montezuma, GA
Elizabeth City, NC
Hamblen County, TN
Lowland, TN
East Central, MS
Client
Camp, Dresser & McKee
Dewberry & Davis
Post Buckley Schuh & Jernigan
Confidential Architectural/
Engineering Firm
Vaughn & Melton Engineers
Tribble and Richardson
Pasquotank County, NC
J. Hicks Excavating, Inc.
Phillips & Jordan, Inc.
Confidential
Pitt County, NC Confidential Private Company
Anson County, NC Confidential Private Landfill
Developer
Concord, NC Browining Ferris Industries, Inc.
Sampson County, NC Confidential Industrial Company
Coastal Plain, NC Confidential Private
Landfill Company
Piedmont, NC Confidential Private
Landfill Company
North Central Piedmont, NC
St. Pauls, NC
Confidential Private
Landfill Company
Koonce, Noble and Associates
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S&ME INC. SELECTED LANDFILL EXPERIENCE
Project Name Project Location Client
Rockingham County Municipal Solid Rockingham County, NC Camp, Dresser & McKee
Waste Landfill
Rowan County Landfill Transition Woodleaf, NC Rowan County Environmental
Plan Services
Seminole County Landfill Seminole County, GA Stevenson and Palmer Engineering
Solid Waste Disposal Landfill Eastern, VA Confidential
Solid Waste Landfill Southern, GA Confidential
Solid Waste Landfill Design & CQA Rowan County, NC Rowan County, NC
SPCC Update Harrisburg, NC Browning Ferris
Terrell County Landfill Terrell County, GA Stevenson and Palmer Engineering
Wake County Solid Waste Landfill Wake County, NC Confidential Engineering Firm
(Site #1)
Wake County Solid Waste Landfill Wake County, NC Confidential ,.,;=.:
(Site #2)
Wayne County Landfill Jesup.GA Wayne County
Waynesville Landfill Waynesville, NC Town of Waynesville
(Haywood County)
Weatherwood Landfill Site Savannah, GA Chatham County
Characterization
Wilkes County Municipal Solid Wilkes County, NC Wilkes County, NC
Waste Landfill
Wilson County Solid Waste Landfill Wilson, NC Wilson County, NC
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ALAMANCE COUNTY MUNICIPAL SOLID WASTE LANDFILL
CLIENT: Hazen & Sawyer, P.C.
PROJECT LOCATION: Alamance County, NC
DATE OF COMPLETION: 1992
VALUE OF PROJECT: $3.0 Million!.
DESCRIPTION OF SERVICES:
S&ME staff provided the hydrogeologic/geotechnical services for a county-wide site search to locate a new
solid waste landfill. After site selection, staff provided the detailed investigation of the selected site as
required for site application to the Division of Solid Waste Management (NC DEHNR).
P92-006.lan
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ALAMANCE COUNTY MUNICIPAL SOLID WASTE LANDFILL
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
Hazen & Sawyer, P.C.
Alamance County, NC
1992
$3.0 Million ..±.
S&ME staff provided the hydrogeologic/geotechnical services tor a county-wide site search to locate a new
solid waste landfill. After site selection, staff provided the detailed investigation of the selected site as
required tor site application to the Division of Solid Waste Management (NC DEHNR).
P92-006.lan
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CLIENT:
OWNER:
CAMP LEJEUNE SOLID WASTE LANDFILL
Hobbs & Upchurch/Dewberry & Davis
Dept. of Navy (LANTDIV)
PROJECT LOCATION: Camp Lejeune, North Carolina
DATE OF COMPLETION: 1992
VALUE OF PROJECT: $5 million
DESCRIPTION OF SERVICES:
S&ME provided consulting and engineering services for the assessment of a proposed solid waste landfill
site located near Piney Green Road at Camp Lejeune, North Carolina. The proposed landfill would serve
Camp Lejeune. This site is located in an area where soil and ground water contamination was suspected,
based on the characteristics of the adjacent Installation Restoration (IR) site.
S&ME initially provided a preliminary subsurface investigation for the proposed site. During this
investigation, we detected an elevated level of pesticides at one location of the site. This site remained the
preferred choice for development of a landfill after completion of the initial investigation, thus additional
contaminant studies were required.
For the next phase, S&ME installed monitoring wells and provided ground water analysis to determine the
level and extent of contamination. Negotiations were implemented by S&ME with the state Division of
Environmental Management and Solid Waste Management on behalf of the Navy to develop a study plan
and permitting option based upon potential results. Laboratory testing indicated that the elevated level of
pesticides was in an isolated area which posed no concern for development of a landfill. At this point,
S&ME continued our study of the site and provided a complete hydrogeology report for site application to
the Division of Solid Waste Management.
S&ME also provided a study of potential borrow soils to evaluate bentonite enrichment as a means of
achieving proper permeability characteristic for soil liner.
Specific services by S&ME included:
• Installation of monitor wells
• Soil and ground water sampling
• Issuance of a Site Characterization Report describing the suitability of the
site for use as a sanitary landfill
• Issuance of a Ground Water Characterization Report describing ground
water conditions at the site
• Determination of design parameters for enrichment of local soils using
Bentonite to achieve the low permeability values required for construction
of landfill cells
P92-016.lan
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CLIENT:
PROJECT LOCATION:
CASWELL COUNTY LANDFILL
Confidential Engineering Firm
Yanceyville, NC
DATE OF COMPLETION: 1992
VALUE OF PROJECT: $1.5 Million.±.
DESCRIPTION OF SERVICES:
Two landfill monitor wells had shown some level of contamination, primarily in the form of total dissolved
solids, BOD and COD. In order to assess the migration of these contaminants and to discern whether or
not the ground water was discharging into the adjacent stream, S&ME staff installed three wells. One deep
well was screened in bedrock, a shallow well was installed downgradient of this well, and another shallow
well was installed across a stream from the landfill. Some contamination was noted in two of the wells. It
was found that the monitor well across the stream was clean, indicating that the contaminants from the
landfill may be discharging into the stream. Caswell County is also continuing an expansion of their landfill,
and wells were installed for a site suitability report. S&ME prepared the hydrogeologic/geotechnical report
for the site suitability and landfill permit application.
P92-023.lan
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CHEROKEE COUNTY LANDFILL VERTICAL EXPANSION
AND CLOSURE PLAN
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
Cherokee County Department of Public Works
Cherokee County, South Carolina
1995
$750,000
DESCRIPTION OF SERVICES:
S&ME staff provided consulting services to complete a two year vertical expansion and closure plan for the
approximately 50-acre municipal solid waste (MSW) landfill in Cherokee County, South Carolina. The vertical
expansion and closure plan includes design of a cover system with a low permeability soil cover, evaluation
of run/on and run/off and surface water collection; written Construction Quality Assurance (CQA) Plan;
closure/post closure maintenance plan; and methane gas and ground water monitoring plan. S&ME
provided regular liaison with South Carolina Department of Health and Environmental Control for approval
of the expansion and closure plan.
S&ME PERSONNEL/RESPONSIBILITY /PERCENT OF PROJECT:
Larry Armstrong
Dan Brewer
REFERENCE:
P94-013.lan
Project Manager 50%
Project Engineer 50%
Project Engineer 100%
Mr. William M. Gwyn
Director of Public Works
Cherokee County Department of Public Works
138 Public Works Drive
Gaffney, South Carolina 29342
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COMMERCIAL HAZARDOUS WASTE LANDFILL
CLIENT: Confidential
PROJECT LOCATION: Southern, South Carolina
DATE OF COMPLETION: 1992
VALUE OF THE PROJECT: Unavailable
DESCRIPTION OF SERVICES:
S&ME staff provided full-time Construction Quality Assurance (CQA) services tor the most recent horizontal
landfill expansion including a geosynthetic-lined landfill with a leachate collection system. Phase I involved
the CQA/CQC of the final cap and cover system. Phase II involved the placement of a new HOPE Liner and
was designed in general accordance with Subtitle O requirements. The components inspected were as
follows: structural till, clay liner, high-density polyethylene liner (HOPE), leachate collection and removal
system, and operational cover. S&ME was responsible tor field and laboratory soil testing (soil borings,
permeabilities, density testing, soil classification etc.)
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DECATUR COUNTY MUNICIPAL LANDFILL
CLIENT: Stevenson and Palmer Engineering
PROJECT LOCATION: Decatur County, GA
DATE OF COMPLETION: Ongoing
VALUE OF THE PROJECT: Not available
DESCRIPTION OF SERVICES:
S&ME staff provided services for this project that consisted of hydrological and geotechnical services for
the siting and permitting of a proposed municipal landfill. The scope of work includes: project
management, negotiations with regulatory agencies, preparation of work plans for the geohydrologic and
geotechnical investigations.
Investigations include drilling exploratory boreholes for keying site geology, installation of ground water
monitoring wells, aquifer hydraulic testing (slug tests and aquifer pumping tests), survey of surface drainage
systems, and a flood-plain analysis of nearby surface waters.
The results of the investigations were reported in a Site Suitability Report, Hydrogeologic Site Investigation,
and Ground Water Monitoring Plan.
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DEMOLITION AND DEBRIS LANDFILL
CLIENT: Browning Ferris Industries
PROJECT LOCATION: Holly Springs (Wake County), NC
DATE OF COMPLETION: 1993
VALUE OF PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME has provided engineering services for revising the existing design, as well as updating the current
permit, for a construction debris and demolition landfill. This includes contract documents for site grading,
scales and scale house. We are assisting the owner with construction management of the initial cell and
a composting facility.
P93-078.lan
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DUPLIN COUNTY SOLID WASTE LANDFILL
Duplin County, NC
Duplin County, NC
On-going
Unavailable
DESCRIPTION OF SERVICES:
S&ME is providing monitoring well installation, ground water sampling and data analysis for contaminated
ground water adjacent to the existing solid waste landfill in Duplin County, North Carolina.
Duplin.Ian
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
EARLY COUNTY MUNICIPAL LANDFILL
Stevenson and Palmer Engineering
Early County, Georgia
Ongoing
DESCRIPTION OF SERVICES:
S&ME staff provided services for this project that consisted of hydrological and geotechnical services for
the siting and permitting of a proposed municipal landfill. The scope of work includes: project
management, negotiations with regulatory agencies, preparation of work plans for the geohydrologic and
geotechnical investigations.
Investigations include drilling exploratory boreholes for keying site geology, installation of ground water
monitoring wells, aquifer hydraulic testing (slug tests and aquifer pumping tests), survey of surface drainage
systems, and a flood-plain analysis of nearby surface waters.
The results of the investigations were reported in a Site Suitability Report, Hydrogeologic Site Investigation,
and Ground Water Monitoring Plan.
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EDGECOMBE COUNTY LANDFILL TRANSITION Pl.AN
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
The Wooten Company
Tarboro, North Carolina
December, 1994
Not Available
S&ME was contracted to perform professional services for development of a Transition Plan for the existing
Edgecombe County solid waste facility as required by the North Carolina Solid Waste Management Rules.
The site is located in the eastern part of the state in the coastal plain. Approximately 65 acres of the site
have been developed for the existing landfill (area Transition Plan applies to). An additional 26 acres of the
site was previously used (before 1979) as the County garbage dump. The existing site is an unlined facUlty.
Our work for the Transition Plan document included a hydrogeological study, a water quality monitoring plan
(for groundwater and surface water), a facility operations plan, a final closure construction and post-closure
care plan, and a cost analysis for final closure and post-closure activities. Field work included hydraulic
conductivity tests of the existing groundwater monitoring wells and sampling of stockpiles and a planned
borrow area for the final cover low permeability soil. Soil samples were returned to the laboratory for
analysis.
The site exhibited a complex piezometric surface with groundwater apparently flowing in may directions.
Installation of additional wells for monitoring the quality and level of the groundwater was recommended.
Several operational procedures were also recommended to improve the effectiveness of the solid waste
management operations of the facility.
The Transition Plan text and the drawings for the water quality monitoring plan were prepared in an
engineering report format and sent to our client for submittal to the N.C. Solid Waste Management DMslon.
P94-033.lan
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GAMBLE ROAD LANDFILL
CLIENT: Confidential
PROJECT LOCATION: Southeast, Georgia
DATE OF COMPLETION: 1991
VALUE OF THE PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME staff completed a subsurface investigation for this site. During this investigation S&ME's staff
completed a series of soil borings across the existing closed landfill. The purpose of this investigation was
to determine the extent of the landfill and the depth of cover of the cap. S&ME also performed methane
monitoring for the landfill.
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
GREENWOOD COUNTY LANDFILL
Greenwood County Department of Public Works
Greenwood, South Carolina
April, 1994
$4 million
S&ME is the project engineer for the new Greenwood County Solid Waste Landfill, the first publicly owned
Subtitle D landfill permitted in South Carolina. S&ME's services have included siting, permitting, design,
bidding, aware of construction contract, construction management, and construction quality assurance
testing.
The siting and permitting process included hydrogeologic evaluation, wetlands delineation, groundwater
monitoring program, groundwater assessment contingency plan, and conceptual design, operation and
maintenance plan, and construction quality assurance program. Final permitted approval was obtained for
115 acres.
The initial cell consists of 20 acres with a singe composite liner, leachate collection system, and
stormwater /leachate management system. Ancillary components to the first cell include approximately one
mile of leachate discharge piping, HOPE (830,000 sq. ft./60mil) lined concrete grit chamber and pump
station, a one-half acre single composite lined leachate equalization basin, stormwater control structures,
and sedimentation basin. S&ME performed various testing services during this period which included
compaction testing of structural fill and liner materials, concrete testing, performing Quality Control Services
for liner installation, performing hydro-static pressure testing of manholes and inspection of double walled
HOPE pipe welds. Leachate discharge was permitted to the local Publicly Owned Treatment Works. S&ME
managed subconsultants for all structural and electrical engineering.
P94-014.lan
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HARNETT COUNTY SOLID WASTE LANDFILL
CLIENT: McKim & Creed
PROJECT LOCATION: Harnett County, NC
DATE OF COMPLETION: 1991
VALUE OF PROJECT: Unavailable
DESCRIPTION OF SERVICES:
S&ME staff provided a hydrogeology study for submittal to the Division of Solid Waste Management,
DEHNR, to request a confirmation on an allowable bottom elevation for a new landfill. The site had complex
geology with a probable perched waste table. We presented information to support the concept of
preventing recharge to the ground water, thus allowing the actual ground water level to stabilize at a lower
level. This concept, if approved by the state, would save the county considerable money by allowing greater
air space per given acreage of landfill. The decision by the state is pending.
P91-008.lan
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
HAZARDOUS WASTE LANDFILL DESIGN
Confidential
Kingsport, TN
1996
Unavailable
DESCRIPTION OF SERVICES:
The portion of this Landfill permit application in which the author was involved primarily dealt with cave
survey /characterization in the Karst area of the proposed location of landfill area.
Three caves were mapped with tape measure and compass survey method. Following the mapping of the
caves, the strike and dip measurements of visible bed planes in the caves were recorded. These
measurements will be used tor the geophysical characterization of the subject site.
While explorations were made, water source locations (it present) were noted. Also, determinations were
made as to whether major passageways and/or rooms were joints or "bed-plane crawls". This information
was required by regulatory agencies tor the permitting application.
P96-004.lan
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INDUSTRIAL SLUDGE/SOLID WASTE LANDFILL
CLIENT: Confidential Chemical Corporation
PROJECT LOCATION: Western Piedmont, North Carolina
DATE OF COMPLETION: 1993
VALUE OF PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME is currently providing engineering services for permitting and design of an industrial sludge/solid
waste landfill in Western North Carolina. The initial scope of services includes: master planning, subsurface
characterization, permit preparation and submittal, and design of the facility. It is anticipated that S&ME's
scope will continue into construction administration and Construction Quality Assurance (CQA). The
permitting process will be through the Division of Environmental Management (DEM), NC DEHNR.
The first cell of the landfill will be compositely lined and will be approximately 3 acres in size. It will have
a life expectancy of approximately 5 years.
P93-080.lan
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INERT LANDFILL DESIGN AND PERMITTING
CLIENT: Confidential Industrial Client
LOCATION: Bennettsville, South Carolina
DATE OF COMPLETION: 1991
VALUE OF THE PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME staff provided design services for a proposed 15 acre industrial solid waste inert landfill near
Bennettsville, South Carolina. Services provided included civil engineering design (run /on , run/off, air space
analysis, final cover design, etc.) and regulatory liaison with South Carolina Department of Health and
Environmental Control (SCDHEC). The services also included a wetlands study of the area.
A Permit Application was prepared and submitted by S&ME. SCDHEC has approved the Permit and the
facility is currently under construction.
P91-018.lan
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CLIENT:
OWNER:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
JOHNSTON COUNTY SUBTITLE D LANDFILL
McKim & Creed
Johnston County
Johnston County, NC
Unknown
$5 million
DESCRIPTION OF SERVICES:
S&ME provided geotechnical and hydrogeological services for the Permit to Construct Application of
Johnston County Subtitle D landfill -Phase 5. S&ME performed a site suitability study at this 28-acre site
in 1994. The landfill will occupy approximately 17 acres. Surrounding areas, including buffers, will occupy
an additional 11 acres. The leachate collection basin will occupy approximately one acre. Specific services
by S&ME included drilling of 28 soil test borings, coring of rock at few boring locations, installation of 32
piezometers to evaluate groundwater levels across the site and to establish aquifer characteristics through
field tests, test pit exploration to determine the suitability of the borrow soils for landfill liner and embankment
construction, performance of several physical laboratory testing on selected soil samples to characterize site
conditions and to determine design soil parameters for enrichment of local soils using bentonite to achieve
the low permeability values required for construction of landfill cells.
P96-019.LAN
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CLIENT:
PROJECT LOCATION:
LANDFILL PERMITTING
Browning Ferris Industries, Inc.
Concord, North Carolina
DATE OF COMPLETION: 1995
VALUE OF PROJECT: $150,000.00 (S&ME Fees)
DESCRIPTION OF SERVICES:
S&ME has provided engineering, hydrogeologic permitting and design for a new phase adjacent to the
existing landfill in Concord, North Carolina. We also have prepared technical specifications, construction
drawings and contract documents and provided full-time construction quality assurance (CQA) services for
the three previous landfill expansions at the Charlotte Motor Speedway.
S&ME has completed the hydrogeologic study and design for the next five year phase and the construction
plan application was recently approved by the North Carolina Department of Environment, Health, and
Natural Resources, Division of Solid Waste Management. S&ME has prepared construction drawings and
contract documents for the next cell to begin construction in April, 1995. S&ME has performed a soil liner
borrow study and soil liner test strip for this cell.
During construction, S&ME will provide full-time construction quality assurance (CQA) services on the
following components: structural fill, soil liner, high-density polyethylene (HOPE) liner, leachate collection
and removal system, and operational cover.
P95-015.lan
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CLIENT:
OWNER:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
LIBERTY COUNTY LANDFILL
Confidential
Confidential
Liberty County, Georgia
1996
$100,000
Conducted hydrogeolocgical assessment of closed landfill. Prepared groundwater and methane monitoring
plans. Installed groundwater and methane monitoring wells, performed slug tests to determine hydraulic
conductivity, constructed lithologic cross-sections, potentiometric surface maps, etc. Perform monitoring
of site.
P96-005.lan
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MACON COUNTY MUNICIPAL SOLID WASTE LANDFILL
CLIENT:
PROJECT LOCATION:
Macon County, NC
Macon County, NC
DATE OF COMPLETION: December 1991
VALUE OR PROJECT: $1 .5 Million
DESCRIPTION OF SERVICES:
S&ME personnel developed the necessary design information for application to the Division of Solid Waste
Management, North Carolina DEHNR, for permitting a new municipal waste landfill. The tasks included
preparing a Site Plan Application, Construction Plan Application, construction drawings, specifications and
contract documents necessary for building a geosynthetically-lined municipal solid waste landfill for Macon
County. Our services also included design and permitting of a leachate treatment system through the
Department of Environmental Management.
Our services during construction included full-time Construction Quality Assessment (CQA) testing and
contract administration. The constructed facilities included a 6.5-acre composite-lined landfill, surface
impoundment, leachate treatment facility, access roads and weight scales.
This facility is one of six geosynthetically-lined solid waste landfills currently in operation in North Carolina.
P91-010.lan
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MECKLENBURG COUNTY MUNICIPAL SOLID WASTE LANDFILL
CLIENT:
OWNER:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
Camp, Dresser & McKee
Mecklenburg County, NC
Mecklenburg County, NC
1990
Not Available
S&ME staff provided the hydrogeologic and geotechnical evaluation for a new solid waste landfill In
Mecklenburg County. Design and permitting of the project are currently ongoing, and construction Is
anticipated in the near future.
P90-003.lan
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MONTGOMERY COUNTY MUNICIPAL SOLID WASTE LANDFILL
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
Dewberry & Davis
Montgomery County, NC
1992
Not Available
S&ME staff provided hydrogeologic and geotechnical services, along with liner design review and
Construction Quality Assurance (CQA), for a proposed new municipal solid waste landfill in Montgomery
County, North Carolina.
Montgom.
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NEW HANOVER COUNTY SOLID WASTE LANDFILL
CLIENT: Post Buckley Schuh and Jernigan, Inc.
PROJECT LOCATION: New Hanover County, NC
DATE OF COMPLETION: November 1981
VALUE OF THE PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME staff provided geotechnical and hydrogeologic analysis during the site exploration phase of the site
selection process for the first geosynthetic-lined solid waste landfill in North Carolina. The staff conducted
test drilling, soil sampling, and laboratory testing for this site. We consulted with the prime designer on the
construction of the facility during design. We provided field control and coordinated the testing of
geosynthetic liners as part of our Construction Quality Control services.
This facility is one of six geosynthetically-lined solid waste landfills currently in operation in North Carolina.
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NORTHEAST TENNESSEE WASTE MANAGEMENT LANDFILL
CLIENT: Confidential Architectural/Engineering Firm
PROJECT LOCATION: Hawkins County, Tennessee
DATE OF COMPLETION: Ongoing
VALUE OF PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME staff provided monitoring well installation and sampling services and are providing leachate analysis
of samples obtained by Hydropunch®. A domestic water source survey will be provided along with
continuing sampling of water from monitor wells, and a Remediation Plan will be developed and
implemented for leachate treatment.
Vaughn.Ian
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CLIENT:
PROJECT LOCATION:
OLD GREENEVILLE LANDFILL
Vaughn & Melton Engineers-Architects
Greeneville, Tennessee
DATE OF COMPLETION: 1993
VALUE OF PROJECT: $125,000.00
DESCRIPTION OF SERVICES:
S&ME staff provided a domestic water source survey, geologic interpretation, and hydrologic and
hydrogeologic interpretation.
S&ME is also performing a Groundwater Quality Assessment for closed landfill (Old Greeneville Landfill SNL
#30-104-0134). The investigation is in response to regulatory action by the State of Tennessee Division of
Solid Waste Management. The services have included groundwater use survey, field reconnaissance, and
remote sensing (satellite imaging) to identify surface hydrologic features and groundwater resurgences. Also
included monitor well installation and sampling, dye tracing studies, geologic mapping, and groundwater
basin identification. Completed fourth quarterly monitoring event in July, 1993. Contaminants of primary
concern are volatile organic compounds including acetone, benzene, and trichloroethane.
.. . -::::. ·. . -.--. :;i--_
P93-084.lan
__ ., __ ~ ..
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ON-SITE ANALYTICAL SERVICES AT LANDFILL
CLIENT: Tribble and Richardson
OWNER: Confidential
PROJECT LOCATION: Montezuma, Georgia
DATE OF COMPLETION: 1996
VALUE OF PROJECT: $75,000.00
DESCRIPTION OF SERVICES:
S&ME's Mobile GC/MS Laboratory was contracted to perform on-site analyses of soil and water samples
for chlorinated volatile organic compounds. The site in question was a landfill. The purpose of the overall
project was to perform a comprehensive site assessment to determine whether or not the landfill should be
closed. Approximately 35 samples were prepared using EPA Method 5030 and analyzed using EPA Method
8021.
P96-024.LAN
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
PASQUOTANK COUNTY LANDFILL
Pasquotank County, NC
Elizabeth City, NC
1992
Non available
S&ME provided a preliminary site suitability study for two tracts of land located south of the existing solid
waste landfill in Pasquotank County. The study was performed to determine whether the tracts appear
favorable for construction of a new lined Subtitle D landfill.
The study addressed the requirements of the North Carolina Department of Environment, Health and Natural
Resources, Solid Waste Management siting, design and application requirements as specified in 15 NCAC
138 sections .0503 and .0504, and in the federal regulations 40 CFR 258.10-15 (of Subtitle D) for municipal
solid waste landfills. This included items such as: wetlands; floodplains; endangered species; archaeological
conditions; proximity to critical facilities such as houses, wells, airports, etc.; soil stability; seismicity; and
potential existing contaminants. Additionally, we reviewed and discussed the site's impact, design and
construction. Borrow source availability was determined.
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PHASE II EXPANSION OF THE HAMBLEN COUNTY /MORRISTOWN BALEFILL/LANDFILL
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
J. Hicks Excavating, Inc.
Hamblen County, Tennessee
June, 1996
Not Available
S&ME personnel provided construction monitoring and testing services for the Phase 2 Expansion of the
Hamblen County/Morristown Balefill/Landfill. The facility is a RCRA Subtitle D expansion consisting of
approximately 7 acres. Services provided by S&ME included field and laboratory testing for the buffer, clay
liner, and synthetic liner for the determination of compliance or non-compliance with project specifications.
The soil testing in the field consisted of monitoring the materials placed for moisture and density and
obtaining representative samples for laboratory analysis. The laboratory analysis of the soils was comprised
of permeability testing, standard Proctor analyses, Atterberg limits determinations, sieve and hydrometer
analyses, and moisture content determinations. S&ME monitored the installation of the geomembrane
through perfonning and/or observing destructive and nondestructive testing of seams and welds. The non
destructive testing included air pressure and vacuum testing in the field. The destructive testing Included
field and laboratory testing for shear strength and peel adhesion.
P96-026.LAN
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PHASE IIA LANDFILL EXPANSION, LENZING FIBER CORPORATION
CLIENT:
OWNER:
PROJECT LOCATION:
Phillips & Jordan, Inc.
Lenzing Fiber Corporation
Lowland, TN
DATE OF COMPLETION: June, 1996
VALUE OF PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME personnel provided construction monitoring and testing services for the Phase IIA Landfill Expansion
for the Lenzing Fibers Corporation of Lowland, Tennessee. The facility is a RCRA subtitle D expansion
consisting of approximately 6 acres. Services provided by S&ME included field and laboratory testing for
the buffer, clay liner, and synthetic liner for the determination of compliance or non-compliance with project
specifications. The soil testing in the field consisted of monitoring the materials placed for moisture and
density and obtaining representative samples for laboratory analysis. The laboratory analysis of the soils
was comprised of permeability testing, standard Proctor analyses, Atterberg limits determinations, sieve and
hydrometer analyses, and moisture content determinations. S&ME monitored the installation of the
geomembrane through performing and/or observing destructive and non-destructive testing of seams and
welds. The non-destructive testing included air pressure and vacuum testing in the field. The destructive
testing included field and laboratory testing for shear strength and peel adhesion.
P96-030.LAN
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PINE RIDGE SOLID WASTE LANDFILL
CLIENT: Confidential
PROJECT LOCATION: East Central, Mississippi
DATE OF COMPLETION: 1991
VALUE OF THE PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME staff provided ground water monitoring well installation to evaluate the subsurface ground water
conditions at the existing landfill facility in Mississippi.
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PITT COUNTY REGIONAL SOLID WASTE LANDFILL
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
Confidential Private Company
Pitt County, NC
1990
Not Available
S&ME staff provided a preliminary hydrogeologic and geotechnical investigation, a wetlands assessment.
and a cultural resources overview for a proposed regional solid waste landfill by a private company.
P90-004.lan
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PRELIMINARY EVALUATION AND PUBLIC PRESENTATION FOR
REGIONAL SOLID WASTE LANDFILL
CLIENT:
PROJECT LOCATION:
Confidential Private Landfill Developer
Anson County, North Carolina
DATE OF COMPLETION: 1991
VALUE OF PROJECT: Unavailable
DESCRIPTION OF SERVICES:
S&ME staff provided a preliminary evaluation for development of a regional solid waste landfill for Anson
County, North Carolina. The proposed site was one that had been previously investigated by S&ME for a
hazardous waste facility.
The preliminary evaluation included a review of existing subsurface and site location information. After
determining that the site met the siting criteria outlined in the solid waste regulations, a conceptual design
was completed. S&ME participated in a public meeting to present the proposed development plan.
P91-004.lan
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REGIONAL SOLID WASTE LANDFILL
(CELLS 1A-18)
CLIENT: Browning Ferris Industries, Inc.
OWNER: CMS Development Corporation
PROJECT LOCATION: Concord, NC
DATE OF COMPLETION: November, 1996
VALUE OF PROJECT: Not Available
S&ME FEES: $250,000
DESCRIPTION OF SERVICES:
S&ME has provided engineering and construction quality assurance services for the closure of a 60 acre
regional landfill in Concord, North Carolina. Our services include preparation of technical specifications,
construction drawings, CQA Plan, contract documents, As-built drawings, and final engineering reports.
S&ME will provide full-time construction quality assurance (CQA) services that include compaction testing
of compacted soil cover, monitoring of installation of the geomembrane, gas collection system, and final
cover.
S&ME PERSONNEL/RESPONSIBILITY:
Dan Brewer, Project Manager
Jeff Black, Project Professional
CLIENT REFERENCE:
P96-073.lan
Browning Ferris Industries, Inc.
5105 Morehead Road
Harrisburg, NC 28075
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
REGIONAL SOLID WASTE LANDFILL SITE
Sampson County Disposal, Inc.
Browning Ferris Industries, Inc.
Sampson County, North Carolina
1997
$618,000.00 (S&ME Fees)
DESCRIPTION OF SERVICES:
S&ME has provided engineering, hydrogeologic investigations and evaluation, permitting and design of a
new 33 acre, 3-phase, Subtitle D municipal solid waste landfill cell adjacent to the existing county (solid
waste) landfill in Sampson County, North Carolina. We prepared the technical specifications, construction
drawings and contract documents for the first two phases. We also provided full-time construction quality
assurance (CQA) services for construction of the first composite-lined cell which was completed in October,
1993. The second phase was completed in September of 1994 with S&ME again providing full-time CQA
services and construction management. The third and final phase is scheduled for construction in 1996.
S&ME designed and submitted the Application for Permit to Construct a Construction and Demolition Debris
(C&D) landfill located on the Sampson County site. S&ME also provided full-time CQA services and
construction management for the construction of the C&D landfill
S&ME has recently designed and received a demonstration permit for leachate recirculation utUlzlng
horizontal trench infiltration for the Subtitle D landfill cell. S&ME is also currently designing a sludge
solidification facility that will be located on-site to serve area waste water treatment plants. The additional
operations will make this landfill a ''total waste managemet" facility.
P97-001.lan
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
REGIONAL SOLID WASTE LANDFILL SITE
Confidential Private Landfill Company
Coastal Plain, NC
1990
Not Available
DESCRIPTION OF SERVICES:
S&ME staff provided a preliminary site assessment, hydrogeologic/geotechnical evaluation and a wetlands
assessment for a 1675-acre potential regional solid waste landfill site in Eastern North Carolina.
P90-001.lan
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
REGIONAL SOLID WASTE LANDFILL
Confidential Private Landfill Company
Piedmont, NC
1991
Not Available
S&ME staff have reviewed available subsurface data, developed a conceptual design, and developed cost
studies for a regional solid waste landfill to be developed in Piedmont, North Carolina, by a private landfill
company.
P91-012.tan
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CLIENT:
PROJECT LOCATION:
REGIONAL SOLID WASTE LANDFILL
Confidential Private Landfill Company
North Central Piedmont, North Carolina
DATE OF COMPLETION: 1992
VALUE OF PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME has provided a review of subsurface data and developed a conceptual design tor a proposed regional
solid waste landfill to be located in Piedmont, North Carolina, by a private landfill development company.
Two separate counties were studied as two separate projects by S&ME.
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
ROBESON COUNTY LANDFILL
SOLID WASTE LANDFILL PERMITTING
Koonce, Noble and Associates
St. Pauls, North Carolina
1998
Not Available
Under this contract S&ME provides hydrogeologic investigations, preliminary /conceptual design and facility
plan, and Site Suitability Application for a 30-year expansion to the existing sanitary landfill in accordance
with the Division of Solid Waste Management Rules .1600. The expansion includes a construction and
demolition debris (C&D) landfill. Services also include a cost analysis for the construction, monitoring,
operations and maintenance for the life of the landfill (including the 30-year post-closure period).
S&ME provides the Construction Plan Application, construction drawings and specifications for the facility's
first Subtitle D composite-lined cell. We will also provide full-time construction quality assurance (CQA)
services and construction management for construction of the first composite-lined cell which is scheduled
for 1997.
P98-011 .lan
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ROCKINGHAM COUNTY MUNICIPAL SOLID WASTE LANDFILL
CLIENT:
PROJECT LOCATION:
Camp, Dresser, & McKee
Rockingham, County, NC
DATE OF COMPLETION: 1992
DESCRIPTION OF SERVICES:
S&ME staff served as the hydrogeologic/geotechnical consultant for permitting a new solid waste landfill
site in Rockingham County.
P92-022.lan
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CLIENT:
OWNER:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
S&ME FEES:
ROWAN COUNTY LANDFILL -PHASE II
Rowan County, NC
Rowan County, NC
Rowan County, NC
1997
Not Available
$169,000
DESCRIPTION OF SERVICES:
S&ME staff provided a variety of services during the design and construction of the first phase of the Rowan
County Landfill that was completed in 1989. The services included the geotechnical subsurface exploration
and the hydrogeologic study for the site application for the municipal solid waste landfill. Other services
included a design review of the synthetic liner system, leachate collection system, grading plan, and
Construction Quality Assurance (CQA) Plan.
CQA was provided by S&ME and included on-site full-time inspection, monitoring of the construction
techniques, segregating the cut materials into various stockpiles for future landfill use, observing and proof
rolling the prepared subgrades for the liner base, embankment construction and roadway subgrades.
Currently, S&ME is providing hydrogeologic and design services for Phase II. Construction of Phase II ls
scheduled for completion in late 1997. During construction, S&ME will be providing full-time construction
quality assurance services.
S&ME PERSONNEL/RESPONSIBILITY:
Dan Brewer, P.E., Senior Project Manager
Mike Plummer, Staff Professional
REFERENCE:
P97-014.LAN
Rowan County Environmental Services
402 North Main St.
Salisbury, NC 28144-4341
Mr. Donald J. Conner, Director
[phone]
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
ROWAN COUNTY LANDFILL TRANSITION PLAN
Rowan County Environmental Services
Woodleaf, North Carolina
December, 1994
Not Available
DESCRIPTION OF SERVICES:
S&ME was contracted to perform professional services for development of a Transition Plan for the existing
Rowan County Landfill as required by the North Carolina Solid Waste Management Rules. The site Is
located in the Piedmont area of the State. The existing 18-acre cell is the first cell constructed at the 374-
acre site. The existing cell consists of a geomembrane liner and a leachate collection/removal system.
S&ME developed a Transition Plan that incorporated a hydrogeological study (comprising information from
a previous hydrogeological study and more recent groundwater data), a water quality monitoring plan
(groundwater and surface water), a facility operations plan, a final closure construction and post-closure care
plan, and a cost analysis for final closure and post-closure activities, and a local area characterization study
(indicating local groundwater users, potential sources of water contamination, and existing site conditions).
Several operational procedures were also recommended, such as a screening program for liquid and
hazardous waste, to improve effectiveness of the solid waste management operations of the facility. "'
Other elements of the Transition Plan include determination of the remaining waste capacity, location
restriction demonstrations, verification of borrow material for use on final cover and a summary of the
compliance record of the facility.
Drawings were prepared that provided details and plan review of the final closure design, a plan for
development of the overall site details of the current landfill components and a groundwater contour map.
The text and drawings were prepared in an engineering report format and submitted to the North Carolina
Solid Waste Management Division for approval.
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF THE PROJECT:
DESCRIPTION OF SERVICES:
SEMINOLE COUNTY LANDFILL
Stevenson and Palmer Engineering
Seminole County, Georgia
Ongoing
Not Available
S&ME staff provided services for this project that consisted of hydrological and geotechnical services for
the siting and permitting of a proposed Municipal landfill. The scope of work includes: project
management, negotiations with regulatory agencies, preparation of work plans for the geohydrologlc and
geotechnical investigations.
Investigations include drilling exploratory boreholes for keying site geology, installation of ground water
monitoring wells, aquifer hydraulic testing (slug tests and aquifer pumping tests), survey of surface drainage
systems, and a flood-plain analysis of nearby surface waters.
The results of the investigations were reported in a Site Suitability Report, Hydrogeologic Site Investigation,
and Ground Water Monitoring Plan.
P98-011.lan
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SOLID WASTE DISPOSAL LANDFILL
CLIENT: Confidential
PROJECT LOCATION: Eastern, Virginia
DATE OF COMPLETION: Ongoing
VALUE OF THE PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME staff were responsible for laboratory testing of structural fill, clay liner, and cap and cover materials.
Our services included analysis and materials testing for suitability of soils to be in accordance with Subtitle
D requirements. Soil testing included soil classifications, Atterburg limits and permeabilities.
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SOLID WASTE LANDFILL
CLIENT: Confidential
PROJECT LOCATION: Southern, Georgia
DATE OF COMPLETION: 1992
VALUE OF THE PROJECT: Unavailable
DESCRIPTION OF SERVICES:
S&ME staff provided ground water monitoring well installation to evaluate the subsurface ground water
conditions at the existing city landfill to determine subsurface conditions for the ground water monitoring
plan.
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SOLID WASTE LANDFILL DESIGN AND CQA
CLIENT: Rowan County, NC
PROJECT LOCATION: Rowan County, NC
DATE OF COMPLETION: 1989
VALUE OF PROJECT $2.7 Million
DESCRIPTION OF SERVICES:
S&ME staff provided a variety of services during the design and construction of the Rowan County Landfill.
The services included the geotechnical subsurface exploration and the hydrogeologic study used during the
site application and for the municipal solid waste landfill. Other services included a design review of the
synthetic liner system, leachate collection system, grading plan, and Construction Quality Assurance (CQA)
Plan Program used by both the liner installer and the county.
S&ME staff also provided training sessions for county personnel to familiarize them with current techniques
for liner installation and quality assurance testing. Our personnel were also present during pre-construction
meetings in order to provide technical expertise. S&ME staff were involved in modification to the
construction drawings to allow using a textured liner with a granular backfill to steepen the side slopes and
increase airspace.
CQA was provided by S&ME and included on-site, full-time inspection monitoring of the construction
techniques, segregating the cut materials into various stockpiles for future landfill use, observing and proof
rolling the prepared subgrades for the liner base, embankment construction and roadway subgrades.
Geosynthetic testing was completed both on-site and at a Cincinnati-based geosynthetics laboratory for
verification of the welded seams and construction materials used during the liner construction.
This project was the first geosynthetic-lined landfill in North Carolina under the current North Carolina
regulations (15A NCAC 138) and is currently one of six geosynthetically-lined solid waste landfills In
operation in North Carolina.
P89-001 .lan
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SPCC UPDATE
CLIENT: Browning Ferris Industries, Inc.
PROJECT LOCATION: Harrisburg, North Carolina
DATE OF COMPLETION: 1992
VALUE OF PROJECT: $1,400.00
DESCRIPTION OF SERVICES:
S&ME reviewed, revised and certified an existing Spill Prevention Control and Countermeasure (SPCC) Plan
in accordance with the requirements of EPA regulations under 40 CFR, Part 112, and the North Carolina
regulations under NCAC Title 15. The plan was revised to address the newly constructed on-site
maintenance facility and six above-ground storage tanks. The plan contained information on security, spUI
reporting, loading and unloading procedures, surface drainage features, inspection procedures, training
requirements, spill prevention and emergency spill response procedures.
This project was initiated on July 9, 1992, and was completed on August 5, 1992.
P92-018.lan
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TERRELL COUNTY LANDFILL
CLIENT: Stevenson and Palmer Engineering
PROJECT LOCATION: Terrell County, Georgia
DATE OF COMPLETION: Ongoing
VALUE OF THE PROJECT: Not Available
DESCRIPTION OF SERVICES:
S&ME staff provided services for this project that consisted of hydrological and geotechnical services for
the siting and permitting of a proposed Municipal landfill. The scope of work includes: project
management, negotiations with regulatory agencies, preparation of work plans for the geohydrologic and
geotechnical investigations.
Investigations include drilling exploratory boreholes for keying site geology, installation of ground water
monitoring wells, aquifer hydraulic testing (slug tests and aquifer pumping tests), survey of surface drainage
systems, and a flood-plain analysis of nearby surface waters.
The results of the investigations were reported in a Site Suitability Report, Hydrogeologic Site Investigation,
and Ground Water Monitoring Plan.
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WAKE COUNTY SOLID WASTE LANDFILL (SITE #1)
CLIENT:
PROJECT LOCATIONS:
DATE OF COMPLETION:
VALUE OF PROJECTS:
DESCRIPTION OF SERVICES:
Confidential Engineering Firm
Wake County, NC
1991
Not Available
S&ME staff recently provided a hydrogeologic and subsurface evaluation of a potential site for expanding
one of the current landfills within the county. After the site is approved we will proved full
hydrogeological/geotechnical investigations for site application and design. Our services should continue
into liner design review and Construction Quality Assurance (CQA). Similar services are scheduled for the
other county-owned solid waste landfill with Wake County.
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WAKE COUNTY SOLID WASTE LANDFILL (SITE #2)
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
Confidential
Wake County, North Carolina
1992
$3,000.00
S&ME was retained to assess facility conditions, operations and management and bather information
concerning spill potential and spill response measures for a solid waste landfill in Wake County, North
Carolina.
Site specific information was utilized to identify equipment and procedures which require modification In
order to comply with current regulations or guidance. Information was also utilized to develop strategic
initiatives to improve facility operations and spill prevention and control measures.
S&ME compared a site specific Spill Prevention, Containment and Countermeasures Plan (SPCC) addressing
facility security measures, spill and overfill protection, emergency containment, emergency response
procedures and the facility Incident Command System (ICS) responsible for responding to spill incidents.
SPCC planning initiatives also included development of the personnel training guidelines and schedule.
P92-019.lan
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CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
WAYNE COUNTY LANDFILL
Wayne County
Jesup, Georgia
July, 2000
$160,000.00
S&ME was contracted by Wayne County to implement a Post-Closure Ground Water and Methane
Monitoring Plan at their Goose Creek Municipal Solid Waste Landfill in Jesup, Georgia. Several years ago,
S&ME installed a number of ground water monitoring wells on-site. These wells were included in the
facilities previous ground water monitoring plan and were included in the Post Closure Plan as well. The
Post-Closure Plan includes ground water well and methane well installation, ground water, surface water
sampling and methane monitoring.
S&ME installed a total of twelve (12) ground water wells (which included two "nested" well sites) and five
(5) methane monitoring wells in accordance with state and federal rules and regulations. After the
completion of the well installation, a "Ground Water and Methane Well Installation Report" was prepared and
submitted to the state. After review of the report and a site "walkover" by a state regulator, the installation
report was approved and the first ground water, surface water sampling and methane monitoring event was
initiated. The ground water monitoring wells and surface water points on-site were sampled and analyzed
for Appendix I constituents. Field measurements of turbidity, pH, specific conductance and temperature
were also recorded for each water sample. The methane monitoring wells and 'bar' punch locations were
monitored with a Neotronics 2000 meter. At the completion of the sampling event and the receipt of the
laboratory analysis, "Ground Water and Methane Sampling Event Reports" were submitted to the state for
review.
Baring any complications, S&ME will sample the ground water wells and surface water points four (4) times
in the first six months, then semi-annually for the remainder of the first year, then semi-annually for the next
four years. The methane well and 'bar' punch locations will be monitored quarterly for the next five years.
All sampling and monitoring will end in the year 2000. S&ME is currently on the third groundwater sampling
event and the second methane monitoring event.
P200-012.lan
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WAYNESVILLE LANDFILL
CLIENT: Town of Waynesville
PROJECT LOCATION: Waynesville, NC -Haywood County
DATE OF COMPLETION: February, 1993
VALUE OF PROJECT: $17,205.08
DESCRIPTION OF SERVICES:
S&ME, Inc. completed Site Assessment Services for the Town of Waynesville, Office of Public Works/Utilities,
Waynesville, NC, Haywood County, at the Waynesville Landfill. The North Carolina Division of
Environmental Management required installation of two additional monitoring wells at the landfill to determine
the extent of elevated concentrations of volatile organic compounds in the groundwater. S&ME installed
the monitoring wells, provided sampling services, performed reconnaissance geologic mapping, and
determined the hydraulic gradient, hydraulic conductivity, and groundwater flow rate.
P93-022.lan
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WEATHERWOOD LANDFILL SITE CHARACTERIZATION
CLIENT: Chatham County
PROJECT LOCATION: Savannah, Georgia
DATE OF COMPLETION: Ongoing
VALUE OF THE PROJECT: Confidential
DESCRIPTION OF SERVICES:
S&ME staff performed a site characterization on the closed landfill in Chatham County, Georgia. The
purpose of the site characterization was to initially characterize the landfill in depth, near surface content,
and to perform soil and ground water analysis. In order to determine the depth of the landfill, 19 auger
borings were performed across the landfill site. Thirty-two test pits in conjunction with the auger borings
were performed across the site to determine the near surface contents.
Ground water monitoring wells were installed within the landfill and outside the landfill to fully characterize
the subsurface conditions.
Evaluation of the soil and ground water analytical results revealed low levels of petroleum constituents below
drinking water standards.
Other services provided included conducting public information sessions with homeowners and state and
county officials. We also developed methane venting plans for the development.
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WILKES COUNTY MUNICIPAL SOLID WASTE LANDFILL
CLIENT:
PROJECT LOCATION:
DATE OF COMPLETION:
VALUE OF PROJECT:
DESCRIPTION OF SERVICES:
Wilkes County, NC
Wilkes County, NC
1990 (Site Application)
Not Available
S&ME staff provided the necessary geologic and hydrogeologic information for site application to the
Division of Solid Waste Management, NCDEHNR, for a new municipal solid waste landfill. Design review
of the conceptual landfill design was also provided for the facility which will be a geosynthetically lined
landfill. The initial landfill will be about 1 o acres in plan dimension with a leachate collection system.
P90-007.lan