HomeMy WebLinkAbout07.11.2024 Board Correspondence - FW_ Dam Safety Compliance Report submitted in FERC P-803-000 by Pacific Gas and Electric Company,et al.From:Clerk of the Board
To:Bennett, Robin; Clerk of the Board; Connelly, Bill; Cook, Holly; Cook, Robin; Durfee, Peter; Jessee, Meegan; Kimmelshue, Tod; Kitts, Melissa; Lee, Lewis; Pickett, Andy; Ritter, Tami; Stephens, Brad J.; Sweeney, Kathleen; Teeter, Doug; Zepeda, Elizabeth;
Loeser, Kamie
Cc:Nevers, Dawn
Subject:Board Correspondence - FW: Dam Safety Compliance Report submitted in FERC P-803-000 by Pacific Gas and Electric Company,et al.
Date:Thursday, July 11, 2024 9:08:59 AM
Please see Board correspondence -
LeAnne Hancock
Management Analyst I
Butte County Administration
T. 530.552.3314
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Sent: Thursday, July 11, 2024 6:05 AM
Subject: Dam Safety Compliance Report submitted in FERC P-803-000 by Pacific Gas and Electric Company,et al.
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On 7/11/2024, the following Filing was submitted to the Federal Energy Regulatory Commission (FERC), Washington D.C.:
Filer: Pacific Gas and Electric Company
Pacific Gas & Electric Company (as Agent)
Docket(s): P-803-000
Lead Applicant: Pacific Gas and Electric Company
Filing Type: Dam Safety Compliance Report
Description: Pacific Gas and Electric Company submits Revised Quality Control and Inspection Program for the DeSabla Powerhouse Road Stabilization Project of the DeSabla-Centerville Hydroelectric Project under P-803.
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Power Generation
300 Lakeside Drive
Oakland, CA 94612
Mailing Address:
Mail Code N11D
P.O. Box 770000
San Francisco, CA 94177
July 10, 2024
Via Electronic Submittal (E-File)
Frank L. Blackett, P.E., Regional Engineer
Federal Energy Regulatory Commission
Division of Dam Safety and Inspections
100 First Street, Suite 2300
San Francisco, CA 94105-3084
RE: DeSabla-Centerville Hydroelectric Project, FERC No. 803-CA
DeSabla Powerhouse Road
Road Stabilization Project- Quality Control and Inspection Program Revision
Dear Frank L. Blackett:
This letter presents Pacific Gas and Electric Company’s (PG&E) submittal of the revised
Quality Control and Inspection Program (QCIP) for the DeSabla Powerhouse Road
Stabilization project (Project) at DeSabla Powerhouse Road, which is part of PG&E’s
DeSabla-Centerville Hydroelectric Project, Federal Energy Regulatory Commission
(FERC) No. 803. FERC provided authorization to proceed, in a letter dated July 5, 2024.
After receiving the authorization to proceed, there were minor changes made to the Project
QCIP, specifically regarding the project inspector. Enclosed with this submittal, please find
the revised DeSabla Powerhouse Road Stablization Project QCIP, dated July 2024, for
your records.
Should you have technical questions concerning this matter, please contact Glenn
Hughes, project engineer for PG&E, at (530) 215-9264. For general questions, please
contact Megan Young, senior license coordinator for PG&E, at (530) 335-5602.
Sincerely,
Kyle Ingvoldsen, P.E.
Supervisor, Power Generation Project Engineering
Enclosure:
1. Quality Control and Inspection Program, Rev 3, for DeSabla Powe rhouse Road Repair
Project, prepared by PG&E, and dated July 2024
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
PREPARED BY: GLENN HUGHES, P.E.
POWER GENERATION DEPARTMENT REVIEWED BY: JEFF JUKKOLA, P.E.
APPROVED BY: KYLE INGVOLDSEN, P.E.
DATE: 2024
DESABLA POWERHOUSE ROAD
STABILIZATION PROJECT
DeSabla-Centerville Hydroelectric Project, FERC No. 803-CA
QUALITY CONTROL INSPECTION PROGRAM
REVISION
3
July
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
QUALITY CONTROL INSPECTION PROGRAM
REVISION LOG
1 Initial issue of QCIP document 03/28/2024 Glenn Hughes
2 Modified QCIP to incorporate SME
Comments
04/08/2024 Glenn Hughes
3 Change of field inspectors,
updated Resumes.Glenn Hughes07/09/2024
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
TABLE OF CONTENTS PAGE
1. INTRODUCTION .................................................................................................. 1
1.1 Purpose .................................................................................................... 1
1.2 Background .............................................................................................. 1
1.3 Description of Structures and Types of Construction .......................... 1
2. ORGANIZATION AND STAFFING RESPONSIBILITIES .................................... 2
2.1 Responsibilities of Various Organizations ............................................ 2
2.1.1 Licensee ....................................................................................... 2
2.1.2 Designer ....................................................................................... 2
2.1.3 Quality Control Inspection Organization ....................................... 2
2.1.4 Constructor ................................................................................... 3
2.1.5 Regulator ...................................................................................... 3
2.2 Number of Staff and Availability Required ............................................ 3
2.3 Titles, Duties and Responsibilities of Staff ........................................... 3
2.3.1 QC Manager ................................................................................. 3
2.3.2 Field Inspector .............................................................................. 4
2.3.3 Engineering Manager ................................................................... 4
2.3.4 Responsible Engineer .................................................................. 5
2.3.5 Engineer of Record ...................................................................... 5
2.3.6 Subject Matter Expert .................................................................. 6
2.3.7 Project Manager ........................................................................... 6
2.3.8 License Compliance Lead ............................................................ 7
2.3.9 Environmental Lead ..................................................................... 7
2.4 Specialty Inspectors ................................................................................ 7
2.5 Lines of Communication and Authority ................................................. 7
2.6 Approval and Rejection of Work ............................................................ 8
2.7 Authority to Stop Work ............................................................................ 8
2.8 Statement of Independence .................................................................... 8
2.9 Resumes ................................................................................................... 8
3. INSPECTION PLAN AND FIELD PRACTICES ................................................... 9
3.1 Inspection Criteria ................................................................................... 9
3.2 Knowledge of Construction Plans and Specifications ......................... 9
3.3 Inspection Equipment and Resources ................................................... 9
3.4 Constructor Operations .......................................................................... 9
3.5 Coordination with Constructor’s Schedule ......................................... 10
3.6 QCIP Operations .................................................................................... 10
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
3.7 Frequency of Inspections ..................................................................... 10
3.8 Documentation and Follow-up Action ................................................. 10
3.9 Training ................................................................................................... 10
4. DOCUMENTATION ............................................................................................ 11
4.1 Daily Inspection Reports ....................................................................... 11
4.2 Nonconformance Reports ..................................................................... 11
4.3 Other Periodic Reports .......................................................................... 12
4.4 Maintenance of Records ....................................................................... 13
4.5 Photographs/Videos .............................................................................. 13
5. TRAINING .......................................................................................................... 13
5.1 Study Materials ...................................................................................... 13
5.2 Classroom Instruction ........................................................................... 13
5.3 On-the-Job Training and Supervision .................................................. 13
5.4 Proficiency Testing and Certification ................................................... 14
5.5 Resume Update ...................................................................................... 14
6. MATERIAL TESTING ........................................................................................ 14
6.1 Testing Schedule ................................................................................... 14
6.2 Testing Standards.................................................................................. 14
6.3 Testing Organization ............................................................................. 14
6.4 Adequacy of On-Site Laboratory .......................................................... 14
6.5 Adequacy of Off-Site Laboratory .......................................................... 14
6.6 Evaluation of Testing Data and Actions Required .............................. 15
6.7 Documentation ....................................................................................... 15
7. EROSION CONTROL AND ENVIRONMENTAL COMPLIANCE ...................... 15
7.1 Environmental Compliance Plan .......................................................... 15
7.2 Erosion and Sediment Control Plan ..................................................... 15
7.3 License Requirements........................................................................... 15
7.4 Specialized Plans, Permits, and Approvals ......................................... 15
7.5 Frequency of Inspections ..................................................................... 15
7.6 Documentation and Corrective Actions ............................................... 15
7.7 Environmental Deficiency Report ........................................................ 16
8. SCHEDULE ........................................................................................................ 17
8.1 Start and Finish Dates ........................................................................... 17
8.2 Anticipated Construction Sequence .................................................... 17
8.3 Staged and Phased Construction ........................................................ 17
9. PLANNED USE OF CONSULTANTS ................................................................ 17
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
9.1 Areas of Inspection and Review ........................................................... 17
9.2 Consultants Names and Resumes ....................................................... 17
APPENDICES
A. QCIP Organization Chart
B. Resumes for QCIP Personnel with Stop-Work Authority
C. Reference List of Project-Related Documents
D. Inspection and Hold Point Checklist
E. Material and Field-Testing Requirements
F. QCIP Reporting Templates
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
1
1. INTRODUCTION
1.1 Purpose
This quality control inspection program (QCIP) is regarding Pacific Gas & Electric Company’s
(PG&E) project (the project) to repair and stabilize DeSabla Powerhouse Road which is part of
PG&E’s DeSabla-Centerville Hydroelectric Project, Federal Energy Regulatory Commission
(FERC) No. 803 The purpose of this QCIP is to ensure the quality construction of this project.
The responsible engineer (RE) is accountable for development of the QCIP for this project.
This QCIP has been prepared in compliance with the following Federal Energy Regulatory
Commission (FERC) requirements and guidelines:
x Title 18, Chapter I, Sub-Chapter B, Part 12, Subpart E, Section 12.50 of the Code of
Federal Regulations
x FERC’s Engineering Guidelines for the Evaluation of Hydropower Projects, Chapter VII,
“Construction Quality Control Inspection Program”
1.2 Background
DeSabla Powerhouse Road serves as the only access to PG&E’s DeSabla Powerhouse, and the
road has been eroding and showing signs of distress as a result of the atmospheric river events in
2023. PG&E Operations is concerned of the current state of the road with seasonal rains may
cause further damage that would render the road impassable by vehicles. Expedited road repair is
needed to ensure the roadway remains safely passable by vehicles. Implementation of this project
will restore approximately 1600 linear feet of distressed road and mitigate future erosion due to
excess stormwater.
1.3 Description of Structures and Types of Construction
The proposed repair is to remove existing road fill, bench into bedrock (or suitable subgrade) and
replace with geogrid reinforced embankment (GRE) using Tensar’s Sierrascape, install
associated drainage improvements, cutting back road embankments and place roadbase. This will
be applied to approximately 1600 linear feet of DeSabla Powerhouse Road where erosion,
sloughing, tension cracking and washouts are occurring. The project will consist of excavating
the existing roadway at identified failure locations and replace with a geogrid reinforced soil
slope. Approximately 300-400 feet of road will be excavated at a time; this will then be
backfilled as another section is being excavated, so that only approximately 300-400 feet of road
is excavated/open at any one time. The excavation will be performed until sound firm material is
located. Excavated materials will be transported to the staging area, screened, and then
reinstalled as backfill at the excavated locations. Additionally, geogrid will be placed within the
fill – Sierrascape fabric and metal baskets will be installed to stabilize the roadway and outer
shoulder (see Appendix B for product details). Only once each excavated site is completely
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
2
backfilled will the excavation commence at the next identified location where stabilization is
required.
2. ORGANIZATION AND STAFFING RESPONSIBILITIES
2.1 Responsibilities of Various Organizations
The responsibilities of various organizations involved with the construction of this project are
described in the following sections.
2.1.1 Licensee
PG&E is the owner and licensee of this FERC-licensed hydroelectric project. PG&E is
responsible for implementing quality control (QC) on this project to confirm that construction is
performed in a safe manner and complies with the FERC license conditions, agency permits,
environmental requirements, drawings, and specifications. PG&E manages the constructor’s
scope of work and monitors and enforces the constructor’s compliance with the contract terms
and conditions. PG&E is responsible for interaction with all regulatory and resource agencies
and the public during construction.
PG&E has the responsibility and the authority to stop work in progress or reject any work that, in
PG&E’s view, does not comply with the drawings, specifications, applicable codes, or
regulations or is potentially damaging to the environment.
2.1.2 Designer
The designer is responsible for providing a design that is safe, and meets the project criteria and
operational, performance, environmental, and regulatory requirements. The designer is
responsible for the design and preparation of drawings and specifications, technical assistance,
design verification during construction, preparation of design changes, and preparation of as-
built drawings. The designer will provide appropriate field inspections and reviews during
construction to ensure that the final completed project will meet the design intent. The designer
will designate one individual to act as the engineer of record (EOR) for the project.
2.1.3 Quality Control Inspection Organization
PG&E’s inspection organization is responsible for field inspection and testing on this project.
PG&E’s inspection organization will provide independent inspection and testing in accordance
with the inspection requirements in the drawings and specifications and special inspection
instructions when directed by the EOR. The inspection organization will also provide and/or
coordinate all field and material testing required by the drawings, specifications, or as directed
by the EOR. The inspection organization will coordinate all on-site and off-site laboratory testing
required by this project.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
3
2.1.4 Constructor
The constructor for this project is PG&E General Construction (GC). The constructor is
responsible for furnishing all materials, labor, and equipment necessary to construct the project
in accordance with the project drawings, specifications, and contract documents. The constructor
does not have a role and/or responsibility to perform the QC tasks described in this QCIP.
2.1.5 Regulator
FERC establishes the regulations, license requirements, and guidelines that govern the
development of this QCIP. FERC does not perform the QC tasks described in this QCIP. FERC
may perform inspections during construction, independent of this QCIP, to verify that good
construction practices are being followed.
2.2 Number of Staff and Availability Required
The number of staff assigned to implement this QCIP are shown in Appendix A, “QCIP
Organization Chart.” The on-site availability of QCIP personnel is shown in the table below.
QCIP Role Onsite Availability
2.3 Titles, Duties and Responsibilities of Staff
The organization chart in Appendix A identifies the QCIP personnel involved in this project. The
responsibilities of QCIP personnel assigned to this project are described below.
2.3.1 QC Manager
Responsibilities: The QC manger is responsible for assigning independent, qualified field
inspectors; special inspectors; and testing laboratories/facilities to the project. The QC manager
provides high-level coordination for resolution of nonconformance and environmental deficiency
issues. At the end of the project the QC manager provides a Certification of Construction
attesting that the results from the inspection and testing program result in the conclusion that the
project was constructed in accordance with the plans and specifications.
Lines of Communication: Has direct reporting relationship to PG&E’s manager of Hydro
Inspections and direct communication with the field inspector, project manager (PM), RE,
license compliance lead, and environmental lead.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
4
Authorities: Has the authority stop work because of adverse quality conditions. The QC
manager has the authority to assign or replace field inspectors, with FERC authorization, based
on the scope of work and in accordance with the project drawings, specifications, this QCIP, and
specific inspection instructions directed by the EOR.
2.3.2 Field Inspector
Responsibilities: The field inspector:
x performs and/or coordinates inspection and testing according to this QCIP;
x provides independent inspection and testing during construction in accordance with the
inspection requirements in the drawings, specifications, this QCIP, and specific
inspection instructions when directed by the EOR;
x may perform environmental inspections in accordance with the Environmental Release
to Construction (ERTC) and under the direction of the environmental lead;
x immediately notifies the license compliance and/or environmental lead of potential
regulatory nonconformance or environmental deficiency issues;
x immediately notifies the license compliance and/or environmental lead of inspections
performed by regulatory agencies;
x provides documentation of tests and reports with all discrepancies identified;
x provides field markups for preparation of as-built drawings;
x notifies the QC manager of any stop-work or recommendation to stop work resulting
from an adverse quality condition;
x may issue nonconformance reports and environmental deficiency reports in coordination
with the appropriate lead or subject matter expert; and
x if a specialty inspector is required as part of the project (e.g., certified welding
inspector), confirms the individual has the proper qualifications before beginning the
specialty inspection. The field inspector role may be filled PG&E personnel, or a
consultant retained to act on behalf of PG&E.
Lines of Communication: Has direct reporting relationship to the QC manager and direct
communications with the RE, EOR, PM, environmental lead, license compliance lead, and the
constructor. The field inspector provides inspection and test reports to the RE, EOR, and PM.
Authorities: Has the independent, on-site authority to stop work for activities that are
noncompliant with the design drawings or specifications, noncompliant with the regulatory or
permit conditions, or damaging to the environment. The field inspector has authority to approve
and reject the constructor’s work. The field inspector reports identified nonconformance or
environmental deficiency to the constructor, RE, PM, license compliance lead, or environmental
lead, as applicable.
2.3.3 Engineering Manager
Responsibilities: The engineering manager is responsible for assigning a qualified RE and EOR
for design and technical oversight of the project. The engineering manager acts on behalf of
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
5
PG&E as the licensee. At the end of the project the engineering manager provides a Certification
of Construction attesting that the construction fulfills the design intent and was constructed in
accordance with the plans and specifications reviewed by FERC.
Lines of Communication: Has direct reporting relationship to PG&E’s director of power
generation engineering. Has direct communication with the RE and QC manager.
Authorities: The engineering manager has the authority to assign the RE and EOR based on the
scope of work for this project.
2.3.4 Responsible Engineer
Responsibilities: The RE:
x coordinates implementation of this QCIP;
x reviews and accepts the EOR’s and other consultant’s engineering and design;
x coordinates and manages the EOR’s QC effort during construction;
x manages resolution of engineering issues that may arise during construction, including
design changes and identified construction deficiencies or nonconformance;
x in conjunction with the Dam Safety Engineer (DSE) or subject matter expert (SME),
coordinates with FERC and the California Department of Water Resources, Division of
Safety of Dams (DSOD), on engineering issues and changes; and
x coordinates activities with other departments regarding engineering, geotechnical, and
design issues.
Lines of Communication: Has direct reporting relationship to PG&E’s engineering supervisor
and manager of project engineering. Has direct communication with the field inspector, EOR,
PM, and DSE or SME. The RE has interactive communication with and constructor, consultants,
and regulatory agency representatives.
Authorities: Accepts the EOR’s engineering design, specifications, and design changes. The RE
has the stop-work authority for activities that are noncompliant with the design drawings and
specifications, noncompliant with the regulatory or permit conditions, or damaging to the
environment.
2.3.5 Engineer of Record
Responsibilities: The EOR:
x provides engineering design drawings and specifications for the project components in
accordance with the project design requirements and acceptable industry, regulatory, and
professional standards;
x provides oversight and engineering support during construction to confirm that the
completed project is in accordance with the design intent;
x reports identified situations that are noncompliant with the design drawings and
specifications to the RE, PM, and field inspector for action;
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
6
x reviews inspection reports and material testing reports;
x prepares and approves design and field changes; and
x prepares as-built drawings at completion of construction.
At the end of the project the EOR provides a Certification of Construction attesting that the
construction was in accordance with the design intent.
Lines of Communication: Has direct reporting relationship to the RE and direct communication
with the field inspectors on matters associated with QC.
Authorities: The EOR:
x has the sole authority, pending FERC authorization, to issue the original approved-for-
construction drawings and specifications, minor field changes that deviate from the
approved design drawings, and major design changes caused by changed field
conditions;
x has the authority to approve and reject the constructor’s work; and
x has the authority to stop work for activities that are noncompliant with the design
drawings or specifications.
2.3.6 Subject Matter Expert
Responsibilities: The SME reviews and accepts the EOR’s and other consultants’ project
engineering and design. The RE also coordinates with FERC on project submittals, engineering
issues, and design changes.
Lines of Communication: Has direct reporting relationship to the project engineering manager.
Has interactive communications with the RE, PM, and regulatory agency representatives.
Authorities: Accepts the EOR’s engineering design, specifications, and design changes for
submittal to FERC. The SME has the authority stop work for activities that are noncompliant
with the design drawings and specifications, noncompliant with the regulatory or permit
conditions, or damaging to the environment.
2.3.7 Project Manager
Responsibilities: The PM manages the project scope, construction contract, cost estimate,
management approval, cost monitoring, and status reporting associated with the project. The
project manager is responsible for constructor negotiations and scheduling of construction.
Lines of Communication: Has direct reporting relationship to PG&E’s project management
supervisor and manager of project management. Has direct communication with the RE, PM,
license compliance lead, environmental lead, and constructor.
Authorities: The PM has the authority to approve or reject work and coordinate all project
activities.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
7
2.3.8 License Compliance Lead
Responsibilities: The license compliance lead informs the QCIP team of FERC license and/or
regulatory agency conditions. In coordination with the environmental lead, may serve as liaison
with regulatory agency representatives. Works with the environmental lead to acquire and
summarize necessary regulatory permits for construction activities and communicate with
agencies regarding nonconformance or deviations.
Lines of Communication: Has direct reporting relationship to the licensing supervisor. Has
interactive communications with the environmental lead, PM, RE, and regulatory agency
representatives.
Authorities: Has the authority to advise the PM on matters of environmental compliance. Has
the authority to recommend stop-work based on an actual or potential adverse license condition.
2.3.9 Environmental Lead
Responsibilities: The environmental lead:
x manages PG&E’s environmental compliance process;
x with on-site support by the field inspector, confirms construction activities follow the
ERTC and resource agency permit conditions;
x performs periodic inspections and involves environmental SMEs as needed;
x obtains and manages contracts for environmental monitors and other environmental
support, as needed;
x provides guidance for field inspection and monitoring to confirm that the construction
activities follow the environmental requirements and that adequate measures are
implemented to minimize any potential environmental impacts, may perform the
monitoring;
x assists the field inspector in issuing environmental deficiency reports; and
x in conjunction with the license compliance lead, communicates with agencies regarding
nonconformance or deviations.
Lines of Communication: Has direct reporting relationship to the environmental manager and
interactive communications with the field inspector, license compliance lead, PM, and RE.
Authorities: Has the authority to advise the PM on matters of license compliance. Has the
authority to recommend stop-work based on an actual or potential adverse environmental
condition.
2.4 Specialty Inspectors
Not applicable.
2.5 Lines of Communication and Authority
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
8
The lines of communication and authority for each role are described in Section 2.3 of this QCIP.
Section 2.7 lists personnel who have authority to stop work because of adverse quality,
environmental, or license conditions.
2.6 Approval and Rejection of Work
PG&E’s field inspector has the on-site authority to approve and reject work. The RE and EOR
have the authority to approve or reject work. The field inspector communicates directly with the
RE and EOR for situations where the drawings or specifications do not appear to be appropriate
for the conditions encountered or where rejection of work is under consideration or has been
decided. The PM has the authority to approve or reject work in accordance with the contract
documents.
2.7 Authority to Stop Work
The following QCIP personnel have authority to stop work due to adverse quality, environmental
or license conditions:
x QC manger,
x Field inspector,
x RE,
x EOR, and
x SME
The following personnel have authority to recommend stop work to the RE or field inspector
because of adverse environmental or license conditions:
x License compliance lead and
x Environmental lead.
As part of PG&E’s commitment to safety, all project personnel have the authority to stop work
because of an unsafe or potentially unsafe condition or work practice.
2.8 Statement of Independence
PG&E implements this QCIP with personnel independent from personnel responsible for
construction. The organization chart in Appendix A delineates the independent relationship
between the constructor and the QC inspection personnel.
2.9 Resumes
Resumes for QCIP personnel authorized to stop work or recommend stop-work are provided in
Appendix B.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
9
3. INSPECTION PLAN AND FIELD PRACTICES
The purpose of this section is to provide guidance for implementation of this QCIP and to
describe the inspection, reporting, and documentation procedures to be used for the project.
3.1 Inspection Criteria
PG&E will perform inspection of this project according to the criteria defined in the approved-
for-construction design drawings, project specifications, and this QCIP. Environmental
compliance criteria are specified in the ERTC, project-specific permits, license conditions, and
resource agency agreements. The relevant documents are referenced in Appendix C, “Reference
List of Project-Related Documents.” The project-specific inspection checklist is included in
Appendix D, “Inspection and Hold Point Checklist,” and the material and field-testing checklist
is included in Appendix E, “Material and Field-Testing Requirements.”
The project specifications, design drawings, and this QCIP may be revised as necessary during
construction to reflect field changes and requirements from resource and regulatory agencies.
Any proposed revisions to the drawings or specifications must be coordinated with the regulatory
agencies and may require additional regulatory authorization. All construction work and field
inspections will be performed in accordance with the latest approved revisions to the project
design and construction documents.
3.2 Knowledge of Construction Plans and Specifications
The QCIP team will have a complete understanding and knowledge of the specifications, design
drawings, and environmental compliance requirements. The EOR and the RE are responsible for
ensuring that the field inspector is familiar with the specifications, design drawings, and the
inspection requirements for the project.
3.3 Inspection Equipment and Resources
The staffing plan and materials testing laboratory used to support this QCIP are shown in
organization chart in Appendix A. An off-site laboratory will be used for material testing on the
project. The material testing is described in greater detail in Section 6 of this QCIP.
3.4 Constructor Operations
The constructor will operate independently from QCIP personnel and is responsible for safely
constructing a quality project. The constructor is responsible for their own methods, schedule,
and phasing, within the limitations of the contract, where applicable. PG&E’s field inspector will
inspect and verify the constructor’s work and has the authority to stop work because of
nonconformance or deficiency. The constructor will be informed of personnel, as outlined in
Section 2.7 of this QCIP, that have the authority to stop work because of nonconformance or
deficiency.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
10
3.5 Coordination with Constructor’s Schedule
The field inspector will coordinate schedules with the constructor to confirm all testing and
inspections take place as required by the approved-for-construction drawings, specifications, and
this QCIP.
3.6 QCIP Operations
The field inspector is responsible for performing and/or coordinating the inspection and testing
requirements of this QCIP to validate and confirm compliance with the project specifications,
design drawings, and environmental requirements. When deficiencies are identified, the
inspector should take the actions shown in the table below.
Type of Deficiency Identified Inspector Actions
QCIP personnel, as defined in Section 2.7, have the authority to stop work, at any time, if the
non-compliant condition presents a safety risk, or, if its continuation would cause a deficiency to
the project or potential damage to the environment.
3.7 Frequency of Inspections
The frequency of inspections and testing is described in Appendix D, “Inspection and Hold Point
Checklist,” and Appendix E, “Material and Field-Testing Requirements.”
3.8 Documentation and Follow-up Action
Procedures for reporting, producing documentation, and following up with action for QCIP-
related reports are described in Section 4 of this QCIP. Report templates are provided in
Appendix F. “QCIP Reporting Templates.”
3.9 Training
A training program is not required for this project.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
11
4. DOCUMENTATION
The purpose of QCIP reporting is to document the observation, investigation, testing, and
analysis of inspection work. This section describes the proposed QCIP-related reporting for this
project.
4.1 Daily Inspection Reports
The field inspector will use the daily inspection report to document construction activity each
day. A sample report is provided in Appendix F, “QCIP Reporting Templates.” The report will
contain the following information:
x date;
x all relevant activities of the field inspector and constructor for the reporting day;
x pertinent conversations with the constructor and instructions given to constructor;
x inspections, acceptances, and rejections;
x factual comments within field inspector’s area of responsibility;
x detailed record of work performed by the constructor;
x problems (e.g., relating to installation, design, equipment, damages, claims, quality);
x details of labor, equipment usage, and standby equipment hours;
x weather conditions;
x work delays, reasons, and remedial actions;
x change order information;
x safety observations or infractions brought to the constructor’s attention;
x details (e.g., quantities, clearances) recorded or observed by field inspector;
x field inspector’s name and signature; and
x photographs (i.e., construction progress photos).
The RE, EOR and PM will review the daily inspection reports and follow-up with the field
inspector for any clarification or further information needed.
4.2 Nonconformance Reports
If a nonconformance with the specification, design drawings, or license conditions is identified,
that work activity will be stopped and the following reporting, documentation, and follow-up
process will be followed:
x Initiation: The field inspector will immediately notify the RE, EOR, and constructor of
the nonconformance condition related to construction quality. If the nonconformance is
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
12
related to a license condition the license compliance lead should also be notified
immediately.
x Coordination, Review, and Distribution:
Nonconformance
Type Actions
Issue that can be
resolved in the field
Field inspector coordinates with the constructor to
enforce immediate corrective actions
Issue that requires
further technical review
and evaluation
x Field inspector will, within 1 calendar day,
complete the initial portion of the
the location, date, and description of the
the constructor, EOR, RE, license compliance
lead, DSE or SME, and PM
x EOR will develop the corrective action in
coordination with the RE, constructor, PM,
license compliance lead, and the appropriate
regulatory agencies.
x If applicable, the license compliance lead, RE,
and DSE or SME, will obtain the appropriate
x Follow-up and Resolution: Upon approval and authorization of the corrective action, the
field inspector will coordinate with the constructor to enforce and manage
implementation of the corrective action. The field inspector will monitor and inspect
construction of the corrective action to confirm that the nonconformance condition is
corrected.
x Tracking: Upon the field inspector’s acceptance of the corrected construction the field
inspector will complete the corrective measure section of the NCR with a description of
the corrective measures taken and the date of completion of the corrective measures. The
field inspector, RE, and EOR will sign and date the completed report as of the date the
correction was accepted. Construction activities that were stopped because of the
nonconformance will resume after the NCR is completed and signed.
4.3 Other Periodic Reports
The environmental deficiency report is described in Section 7 of this QCIP. A final construction
report will be prepared and submitted within 90 days of completion of construction.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
13
4.4 Maintenance of Records
The original copies of QCIP-related documentation will be filed in the project electronic files.
The field inspector will keep copies of all QCIP-related reports at the project field office. QCIP-
related reports will be distributed to project personnel as described below.
x Daily Inspection Report: PM, EOR, and RE
x Inspection and Hold Point Checklist: PM, EOR, and RE
x Material Test Report: field inspector, EOR, RE, PM, and constructor
x NCR: field inspector, PM, EOR, RE, SME, QC manager, constructor, and license
compliance lead
x Environmental Deficiency Report (EDR): field inspector, PM, environmental lead,
constructor, and license compliance lead
4.5 Photographs/Videos
The field inspector and other project staff will document the construction progress with
photographs. Photographs are also included as part of the Daily Inspection Report. Photograph
and video records will be stored on PG&E’s project record file after completion of the project.
5. TRAINING
Team members assigned to the project are trained and qualified in their areas of expertise. Field
inspectors have experience with similar work and have the appropriate certifications necessary to
inspect the project. Where special inspections and/or testing is called out, the field inspector will
confirm that the specialty inspector has the proper certifications necessary to perform the work.
5.1 Study Materials
Not applicable.
5.2 Classroom Instruction
Not applicable.
5.3 On-the-Job Training and Supervision
The RE and EOR are responsible for providing project specific QCIP awareness training for the
field inspectors and engineering staff assigned to be on-site. All on-site QCIP personnel will
have full knowledge and understanding of the design drawings, specifications, and this QCIP.
The environmental lead will provide training on the environmental requirements (ERTC) for the
project.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
14
5.4 Proficiency Testing and Certification
Not applicable.
5.5 Resume Update
If personnel with stop-work authority on the project changes, Appendix A and B of this QCIP
will be updated and resubmitted to FERC for review and authorization.
6. MATERIAL TESTING
The approved-for-construction drawings and specifications establish testing requirements for the
project and the standards and codes to which the work will conform. The QCIP team will use the
specified tests to verify that the work is performed in accordance with these documents.
6.1 Testing Schedule
Appendix E summarizes the project testing schedule that specifies the type and number of tests
required to validate and confirm that all work elements comply to the specified standards.
6.2 Testing Standards
Appendix E summarizes the test method, standard, and/or code that is specified in the project
drawings and specifications.
6.3 Testing Organization
Testing laboratories are identified in the Appendix A, “QCIP Organization Chart.”
6.4 Adequacy of On-Site Laboratory
Not applicable.
6.5 Adequacy of Off-Site Laboratory
The material testing laboratory to be used for this project is fully equipped to perform the tests
listed in Appendix E of this QCIP. The testing lab is accredited to perform the tests specified and
conforms to the requirements set forth by the American Society for Testing and Materials
(ASTM).
Adequate on-site storage will be provided for concrete cylinder molds and curing boxes as
needed.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
15
6.6 Evaluation of Testing Data and Actions Required
The EOR and RE will review and evaluate all material test results. If the results of material
testing indicate nonconformance with specified requirements the constructor may be directed to
remove and replace substandard materials.
6.7 Documentation
Material test documentation and any necessary follow-up action will be retained in the project
files as outlined in Section 4 of this QCIP.
7. EROSION CONTROL AND ENVIRONMENTAL COMPLIANCE
7.1 Environmental Compliance Plan
Project-specific environmental permits and compliance requirements are specified in the ERTC.
The ERTC was developed for the scope of work defined in the Project Description (PD). The
field inspector and environmental lead are responsible for confirming compliance with the
environmental requirements during construction.
7.2 Erosion and Sediment Control Plan
The constructor will follow the Storm Water Pollution Prevention Plan (SWPPP) developed
specifically for the project.
7.3 License Requirements
Not applicable.
7.4 Specialized Plans, Permits, and Approvals
The following approvals and authorizations are required prior to the start of construction:
x FERC authorization is required for project construction.
x SWPPP permit is required for project construction.
7.5 Frequency of Inspections
The frequency of environmental inspections by the field inspectors and the environmental lead
are specified in Appendix D, “Inspection and Hold Point Checklist.” The project-specific
SWPPP are listed in Section 7.2.
7.6 Documentation and Corrective Actions
The field inspector will document inspection observations and assessments of environmental
conditions as described in Sections 3, 4, and 7.7 of this QCIP. Corrective actions necessary to
remedy environmental nonconformance will be implemented as described in Section 7.7 below.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
16
7.7 Environmental Deficiency Report
If an environmental nonconformance condition is identified, the field inspector or environmental
lead will complete an EDR. Documentation and corrective actions will be accomplished in
accordance with Sections 3 and 4 of this QCIP.
If a nonconformance with the environmental requirement is identified, the following process will
be followed:
x Initiation: If an environmental nonconformance is identified by the field inspector they
will immediately notify the PM. The PM will then immediately coordinate with the
environmental and/or license compliance lead to determine the course of action for
mitigations and timely external reporting requirements.
x Coordination and Distribution: The field inspector or the environmental lead will
complete the EDR within 1 calendar day noting the location, date, and description of the
nonconformance. The field inspector or the environmental lead will submit a copy of the
EDR to the constructor, RE, EOR, license compliance lead, PM, and environmental lead
and/or field inspector.
If a major deficiency results in impacts to the environment, the field inspector or the
environmental lead will stop the construction activity, and, if immediate action is
required to mitigate ongoing impacts, contact the PM and constructor to initiate such
effort. Consistent with PG&E’s Power Generation Department’s incident reporting
procedures, the license compliance or environmental lead will immediately report the
environmental deficiency to the appropriate regulatory, resource, and permit agency
representative(s).
x Follow-up and Resolution: The constructor will prepare a plan of measures for review
and acceptance by the field inspector and environmental lead. Corrective measures will
be implemented upon approval by the field inspector environmental lead, and, if
necessary, the regulatory agency representative(s). The environmental lead and the field
inspector will inspect the corrected construction for compliance with environmental
requirements.
x Tracking: If the completed corrective measure is acceptable, the field inspector and the
environmental lead will sign and date the EDR with the date the correction was accepted.
Construction will resume (if it was necessary to halt work) after the EDR is completed
and signed. The license compliance or environmental lead will advise the regulatory
agency representative(s) of the corrective action and provide necessary documentation.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
17
8. SCHEDULE
8.1 Start and Finish Dates
Proposed Start Date: July 01, 2024
Proposed Finish Date: November 01, 2024
8.2 Anticipated Construction Sequence
The preliminary construction sequence and schedule is provided in the table below. The LC will
be notified of any adjustments to the scheduled start or finish construction dates and these
changes will be communicated to FERC.
Task Duration Start Finish
FERC authorization 61 days 04/8/2024 06/08/2024
Obtain SWPPP 90 days 04/01/2024 06/01/2024
Environmental Pre-construction surveys 10 days 06/20/2024 6/30/2024
Mobilize 1 day 07/01/2024 07/2/2024
Excavate STA 19+45 – 21+65 10 days 07/02/2024 07/12/2024
Backfill STA 19+45 – 21+65 14 days 07/15/2024 07/26/2024
Excavate STA 23+25 – 26+55 14 days 07/22/2024 08/02/2024
Backfill STA 23+25 – 26+55 14 days 08/05/2024 08/16/2024
Excavate STA 39+30 – 42+40 14 days 08/19/2024 08/30/2024
Backfill STA 39+30 – 42+40 16 days 09/03/2024 09/13/2024
Excavate STA 44+40 – 46+60 5 days 09/16/2024 09/20/2024
Backfill STA 44+40 – 46+60 14 days 09/23/2024 10/04/2024
Excavate STA 50+60 – 51+55 5 days 10/07/2024 10/11/2024
Backfill STA 50+60 – 51+55 5 days 10/14/2024 10/18/2024
Excavate Cut Slopes & finish grading of road 14 days 10/21/2024 10/31/2024
Demobilize 1 day 11/01/2024 11/01/2024
Final construction report 90 days 11/01/2024 01/30/2025
8.3 Staged and Phased Construction
Not applicable.
9. PLANNED USE OF CONSULTANTS
9.1 Areas of Inspection and Review
A Board of Consultants is not required for this project. Special consultants are not required for
this project.
9.2 Consultants Names and Resumes
Not applicable.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
1
APPENDIX A
QCIP ORGANIZATION CHART
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
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4
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
APPENDIX B
RESUMES FOR QCIP PERSONNEL WITH
STOP-WORK AUTHORITY
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
1
CERTIFICATIONS
x ACI – Fundamentals of Concrete Construction
x ACI – Fundamentals of Concrete Materials
x AWS Certified Welding Inspector No. 08051021
x American Society of Nondestructive Testing ASNT-TC-1A Level 1
x International Code Council Fireproofing No. 5319021-86
x SPRAT Level 1 No.181268
x OSHA Safety Associate Level 1
x ACI Field Level 1 No.00049036
PROFESSIONAL SINCE:1998
EDUCATION/SEMINARS:
American Concrete Institute (ACI) Low-
Density Cellular Concrete and
Advanced Engineered Foam
Technology
American Society of Nondestructive
Testing
American Welding Society (AWS)
Welding Technology
American Public Works Association
(APWA), Storm Water Management
and Construction Inspection
California Geotechnical Engineering
Association (CalGeo), Loss
Prevention Seminar and Technician
Training
California Asphalt Paving Association
(CalAPA), Asphalt Industry
Leadership Seminar
Structural Engineers Association of
California (SEAOC), Codes and
Standards Annual Seminar
American Society of Civil Engineers
(ASCE), Northern CA Annual
Conference
Society of Professional Rope Access
Technicians (SPRAT)
TRAINING
Introduction to Dam
PG&E Dam Safety Program
Basic Dam Surveillance & Monitoring
Basic Dam Inspections
Basic Dam Maintenance
Inspection of Embankment Dams
Inspection of Concrete and Masonry
Dams
Excavation Safety, Competent Person
Training
Scaffolding Safety, Competent Person
Training
Safety at Heights, Competent Person
Training
PROFESSIONAL SUMMARY
Mr. McKee has 26 years of construction and inspection experience.
x Supervised construction engineering inspection and construction
materials testing and laboratory testing services to project
specifications.
x Implementation of geotechnical engineering recommendations
and requirements.
x Prioritized tasks and effectively managed inspection staff on
large projects.
x Responsible for supervising construction engineering inspection
and materials testing for a variety of projects (e.g., hydroelectric
facilities, natural gas storage facilities, gas transmission,
electrical transmission, and substation facilities), including
California Department of Water Resource (DWR) and U.S
Army Corp or Engineers projects (e.g., flood management, levee
improvement, mass grading, earthfill embankment, rockfill
buttress, cofferdams, impermeable liners, high-pressure
grouting, soil-cement/soil-cement-bentonite slurry wall
projects).
x Inspection supervision, including:
Contract document review
Submittal review
Project communication
Quality assurance/quality control/quality control
inspection program development and implementation
Inspection/field testing of work for compliance
x Monitored construction progress, overall quality control and site
safety, schedule and coordination, as-built drawings, and final
project closeout.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
2
CERTIFICATIONS continued
x ACI Aggregate Testing Technician Level 1 No. 00049036
x ACI Adhesive Anchor Installation Inspector No.00049036
x ACI Concrete Strength Testing Technician No.00049036
x Radiation Safety and Nuclear Gauge/Troxler No. 090987
x Radiation Safety Officer (RSO) for Portable Nuclear Gauges
x American Heart Association First Aid CPR/AED
x VideoRay Remotely Operated Vehicle Certified Operator Training
x APWA-Certified Construction Inspector
x BIA Certified Storm Water Prevention Pollution Plan
x California Safety Training Corporation/Confined Space Training
x SCBA 8 Hour Tunnel Rescue Training
x 40 Hour HAZWOPER 29 CFR 1910.120 and CCR 5192
PROJECTS
Inspection Supervisor Backfill 2017-2024
PG&E PERIODIC AND TEMPORARY SUPERVISOR COVERAGE
Temporarily backfilled for inspection supervisor and Quality Control Manager role on
numerous occasions between 2017 and 2024. Managed staff assignments and oversight
of the inspection support team responsible for quality control on each project and
permit adherence.
x Rock Creek Valve House Road Repairs 2023
PG&E SUPERVISOR INSPECTION
Project scope consisted of regrading the existing roadway and extending asphalt concrete
pavement, culvert and drainage improvements, erosion protection and engineered fill
placement adjacent to the roadway.
Responsibilities included:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Setup contracts with local construction materials testing laboratories to perform
testing services.
Verified that the work completed met the project drawings and specifications.
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Excavation and trenching operations
o Erosion protection verification
o Aggregate Base and Soils compaction testing using ASTM D6938 for
in-place density and water content by nuclear method
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
3
o Asphalt concrete pavement compaction testing using ASTM D2950 for
density of asphalt mixtures in place by nuclear method
o Traffic control and public safety
Wise Forebay Dam – Stump and Root Removal 2023
PG&E LEAD SENIOR INSPECTOR
The project scope consisted of improvements to the existing earth fill dam and mortared
rock, masonry intake channel. Work included removal and backfill of trees, stumps,
and roots from the intake channel banks and toe of dam.
Responsibilities included:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Water management
o Tree stump/root removal and backfill
o Soils compaction testing using ASTM D6938 for in-place density and
water content by nuclear method
o Stop work authority
x Pit 3 Dam Bridge Repair 2022
PG&E LEAD SENIOR INSPECTOR
The project scope consisted of concrete rehabilitation to the existing Pit 3 Dam bridge
originally constructed in 1922. The Pit 3 Dam bridge consists of a multiple structural
steel-encased concrete arches that support the 492-foot-long reinforced concrete bridge
over the dam crest.
Responsibilities included:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Aggregate Base and Soils compaction testing using ASTM D6938 for
in-place density and water content by nuclear method
o Concrete demolition, subsurface preparation and patching methods
o Reinforcing steel replacement
o Epoxy dowels/anchors
o Adhesion/tensile bond strength of concrete overlay
o Epoxy injection of cracked concrete
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
4
o Industrial painting and coatings
o Asphalt concrete pavement compaction testing using ASTM D2950 for
density of asphalt mixtures in place by nuclear method
o Field sampling and testing of plastic concrete for properties and
compressive strength test specimens
o Traffic Control and Public Safety
o Stop work authority
Upper Peak Dam and Spillway Repair 2022
PG&E LEAD SENIOR INSPECTOR
The project scope consisted of improving the existing earthfill, drystone masonry dam
and mortared rock, masonry spillway channel. Work included armoring the banks of
the existing spill channel with rock slope protection (RSP) to protect against designed
probable maximum flood (PMF) and removing and backfilling of trees, stumps, and
roots from the channel banks and dam toe.
Responsibilities included:
Staffing and oversight of the inspection support team responsible for managing
project quality control, worker safety, and permit adherence
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Water bypass pumping
o Spillway channel excavation
o RSP placement
o Tree stump/root removal and backfill
o Soils compaction testing using both ASTM D6938 for in-place density
and water content by nuclear method and ASTM D1556 for density and
unit weight of soil in place by sand-cone methods
o Stop work authority
Fordyce Dam Seepage Mitigation 2021–2022
PG&E LEAD SENIOR INSPECTOR
The project scope consisted of improving the existing rockfill embankment, upstream,
concrete-faced dam to reduce seepage. The dam is 145 feet high and 1,220 feet long.
Appurtenant construction activities included:
Dredging related to the temporary 450-foot-long cofferdam
Roadway improvements (8.5 miles)
Hard rock blasting
Water bypass pumping
Water quality evaluation during construction activities
Geotechnical investigation
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
5
Responsibilities included:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Water bypass pumping
o Year 1 geotechnical investigation – excavation and backfill of test pits
at upstream dam toe
o Concrete coring on the dam face and patching
o Soils compaction testing using standard test method for in-place density
and water content by nuclear method
o Sampling and testing of plastic concrete for properties and compressive
strength test specimens
o Stop work authority
Upper Blue Lake Seismic Retrofit 2019–2020
PG&E SENIOR INSPECTOR
The project scope consisted of improving the existing Upper Blue Lake Dam. The dam
is approximately 790 feet long and 31 feet high at the maximum section. Seismic
improvements to the existing dam include constructing an upstream 50-foot-wide
rockfill buttress for stability, extending the twin LLO pipes, and constructing a new
reinforced concrete headworks and intake structure.
Responsibilities included:
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Cofferdam construction
o Soils excavations
o Engineered fill placement
o Construction of rockfill buttress
o Placement of reinforcing steel and epoxy anchors/dowels
o Low-level pipe fabrication
o Field welding in accordance with AWWA C206 and AWS D1.1
o Structural concrete placement, consolidation, and curing
o Appurtenant construction activities related to dewatering/pumping
o Engineered fill placement using ASTM D6938 for in-place density and
water content by nuclear method
o Stop work authority
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
6
Natomas Levee Improvement, Sacramento Area Flood Control Agency 2008–2015
KLEINFELDER SUPERVISORY INSPECTOR
The project scope consisted of improving the 42-mile-long Natomas Basin perimeter
levee system north of Sacramento to meet the 200-year level of flood protection. The
project included:
Construction of 75-foot-deep soil-cement-bentonite (SCB) and soil-bentonite
(SB) slurry cutoff walls by deep soil mixing and conventional slurry trench
methods
Levee strengthening, including earth embankment construction
Levee slope improvements
Vegetation, tree stump, and root removal
Associated planned levee improvements in accordance with Sacramento Area
Flood Control Agency and U.S. Army Corps of Engineer (USACE) regulations.
Responsibilities included inspection for compliance with project drawings, quality
control inspection program, and contract specification for:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Levee embankment engineered fill placement
Slurry wall construction activities
Tree stump, root, and utility abandonment removal and backfill
Soils compaction testing using both ASTM D6938 for in-place density and
water content by nuclear method and ASTM D1556 for density and unit weight
of soil in place by sand-cone methods
Feather River and Yuba River Evaluation and Repairs, Three Rivers Levee 2012–2014
Improvement Authority
KLEINFELDER SUPERVISORY INSPECTOR
The project scope consisted of flood protection for the 20-mile-long Feather River and
Yuba River perimeter levee system. The project included:
Construction of deep soil-cement-bentonite (SCB) slurry cutoff walls by deep
soil mixing and conventional slurry trench methods
Levee strengthening including earth embankment construction
Levee slope improvements
Vegetation, tree stump, and root removal
Associated planned levee improvements in accordance with Three Rivers
Levee Improvement Authority and USACE regulations
Responsibilities included inspection for compliance with project drawings, quality
control inspection program, and contract specification for:
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
7
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Levee embankment engineered fill placement
Slurry wall construction activities
Tree stump, root, and utility abandonment removal and backfill
Soils compaction testing using both ASTM D6938 for in-place density and
water content by nuclear method and ASTM D1556 for density and unit weight
of soil in place by sand-cone methods
Kleinfelder Inspection Group Manager/Service Line Director 2008–2016
Construction Materials Testing/Inspection Group Manager and Service Line Director
responsible for inspection services, QC/QA, project field reports, construction
materials test results, contractor progress schedules, manpower/staffing and equipment
verification, DSA, AASHTO/CCRL, and Caltrans laboratory accreditation, Radiation
Safety Officer (RSO), daily safety meetings, coordination of project execution,
managing inspection of work for compliance to contract documents, project review,
planning, As-Built, RFI/Submittal review, cost management, invoicing, and project
closeout.
Projects included:
2013-2015 Lower Drum Water Conveyance Outage
PG&E/Barnard Alliance Team Pipeline Safety Enhancement Plan (PSEP)
PG&E multiple substation projects
SMUD East Campus Operations Center
Non-Urban Levee Evaluation California Department of Water Resources
Folsom Dam Spillway Concrete Forensic Testing
California Department of Correction and Rehabilitation State Wide On-Call
Inspection Program
California Administration Office of the Courts, Northern California New
Superior Courts
Kleinfelder Inspection Project Manager 2005–2008
Construction Materials Testing/Inspection Project Manager responsible for inspection
services, project field reports, construction materials test results, contractor progress
schedules, manpower/staffing and equipment verification, DSA, AASHTO/CCRL, and
Caltrans laboratory accreditation, daily safety meetings, coordination of project
execution, managing inspection of work for compliance to contract documents, project
review, QC/QA planning, As-Built, RFI/Submittal review, cost management,
invoicing, and project closeout.
Projects included:
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-537-7006
8
2006-2009 City of Sacramento Street Overlay Program
Foresthill Bridge Seismic Retrofit
Vineyard Surface Water Treatment Plant
City of Elk Grove On-Call Materials Testing Contract
Veterinary Medicine 3B Facility University of California at Davis
Kleinfelder Senior Inspector 2000–2005
Senior Inspector responsible for inspection services, project field reports, contractor
progress schedules, manpower/staffing and equipment verification, daily safety
meetings, coordination of project execution, managing inspection of work for
compliance to contract documents, project review, and QC/QA planning.
Projects included:
City of Lincoln various commercial and residential developments
City of Roseville West Roseville Annex
Stoneridge Joint Use Water Storage Facility
City of Lincoln Waste Water Treatment and Reclamation Facility
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
SCOTT JOHNSON
SENIOR INSPECTOR
Email: js2js@pge.com
Power Generation Ň12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 559-999-6253
1
CERTIFICATIONS
x OSHA Safety Associate Level A1
x OSHA 510 Standards for Construction
x OSHA 2264 Permit-Required Confined Space Entry
x OSHA 3015 Excavation, Trenching, & Soil Mechanics
x OSHA 3115 Fall Protection
x OSHA 5109 Cal/OSHA Standards for Construction
x OSHA 7505 Introduction to Incident (Accident) Investigation
x OSHA 7845 Recordkeeping Rule Seminar
x First-Aid/CPR/AED and Wilderness First-Aid/CPR/AED Certified
x 30 Hour OSHA
x 40 Hour Hazardous Waste Operations
PROFESSIONAL SINCE 2014
TRAINING
x Introduction to Dams
x PG&E Dam Safety Program
x Basic Dam Surveillance &
Monitoring
x Basic Dam Inspections
x Basic Dam Maintenance
x Dam Surveillance and Monitoring
x Inspection of Embankment Dams
x Inspection of Concrete and
Masonry Dams
x Smith System Driving
x 40-hour HAZMAT
PROFESSIONAL SUMMARY
Mr. Johnson has 10 years of construction and inspection experience with
various PG&E Substation and Hydro projects. His experience includes:
x Performed construction engineering inspection and construction
materials testing and laboratory testing services to project
specifications.
x Held responsibility for construction engineering inspection and
materials testing for a variety of projects (e.g., hydroelectric
facilities, natural gas storage facilities, gas transmission, electrical
transmission, and substation facilities).
x Inspected construction engineering, including:
Contract document review
Submittal review
Project communication
Quality assurance/quality control/quality control and
inspection program manuals development and
implementation
Inspection/field testing of work for compliance
x Monitored construction progress, overall site safety, schedule and
coordination, as-built drawings, and final project closeout.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
SCOTT JOHNSON
SENIOR INSPECTOR
Email: js2js@pge.com
Power Generation Ň12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 559-999-6253
2
PROJECTS
x Hawkins Creek Road Upper Slope Repair 2023
CANUS SENIOR INSPECTOR
Project scope consisted of removing 125’of land slide material by benching into existing
slope, rock dowel drilling, installation, and grouting operations, installing reinforcing steel
for shotcrete protective slope, and shotcrete placement per design.
Responsibilities included:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Excavation and grading operation
o Traffic control and public safety
o Stop work authority
x Lake Almanor Dam Low Level Tunnel Repair 2022–2023
CANUS SENIOR INSPECTOR
The project scope consisted of removing and repairing approximately 65 feet in length,
section of structural steel tunnel liner including excavate upstream keyway, installation
of anchorage, replacement of repair mortar, and contact grouting behind new and
existing steel liner at Lake Almanor Dam.
Responsibilities included:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Verification of existing concrete steel liner demolition and replacement
o Epoxy grouting
o Epoxy dowel installation for new steel liner
o Steel field welding in accordance with AWWA C206 and AWS D1.1,
NDE testing and inspection of field welding
o Interior pipe coating
o Sampling and testing of plastic concrete and grout for properties and
compressive strength test specimens
o Stop-work authority
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
SCOTT JOHNSON
SENIOR INSPECTOR
Email: js2js@pge.com
Power Generation Ň12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 559-999-6253
3
x Canyon Dam Low Level Outlet Install Cutoff Wall 2022
CANUS SENIOR INSPECTOR
Scope of work consisted of installing a cutoff wall at the Canyon Dam Low Level Outlet
(LLO) to prevent undermining of the existing outlet structure including installation of a
new reinforced concrete wing wall along the right-side base of the spillway channel.
Responsibilities included:
Oversight of the inspection support team responsible for managing project
quality control, worker safety, and permit adherence
Inspection and testing verification that construction means, methods, and
materials conformed to the project drawings specifications and QCIP for the
following activities:
o Water bypass pumping
o Flip bucket structure concrete demolition and excavation
o Reinforcing steel placement
o Post-installed anchors/rock-bolts and dowels
o Stop-work authority
x KERN POWER SUBSTATION 2018 - 2019
CANUS SENIOR INSPECTOR
The scope of this project included construction of a new wall that encompassed the
new yard extension.
Responsibilities included verifying the means and methods used and the materials
placed met the project design drawings and specifications. tested all concrete and
grout delivered to meet specifications. Confirming with the contractor on layout of
all wall foundations, concrete placement and testing. Observing the contractors in
setting the new wall panels with their crane to ensure their tasks were completed.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
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Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Jeff A. Jukkola, PE
Senior Consulting Civil Engineer
Email: JAJV@pge.com
Power Generation │12840 Bill Clark Way│ Auburn, CA 95602 Phone: (530) 624-8640
1
Confidential
PROFESSIONAL SINCE:2001
LICENSES
x California Licensed Civil Engineer
(No. 67711)
EDUCATION
x Degree B.S., Civil Engineering
California State University, Chico,
2001
TRAINING
x PG&E Dam Safety Training
o Introduction to Dams
o PG&E Dam Safety Program
o Basic Dam Surveillance &
Monitoring
o Basic Dam Inspections
o Basic Dam Maintenance
o Dam Surveillance and
Monitoring
o Inspection of Embankment
Dams
o Inspection of Concrete and
Masonry Dams
x Qualified Person and Competent
Person Certification – Fall Protection
x QSD/QSP Training – SWPPP
Development, September 2011
x Autodesk University, November 2007
x Resident Engineer (RE) Academy,
May 2005
x Storm Water Pollution Prevention
Training, April 2005
x Federal Project Series, Caltrans/ITS
2002-2005
x PADI Divemaster/Advanced Open
Water Diver/Rescue Diver/Open
Water
PROFESSIONAL SUMMARY
Jeff Jukkola has 23 years of experience in engineering design,
construction and project management of dam, hydropower
conveyance, water resource, embankment, road, bridge, and
infrastructure projects.
Specific expertise includes:
x Responsible Engineer for large, complex, multi-discipline projects
related to hydroelectric powerhouses, dams, gates, penstocks,
tunnels, pipelines, fish ladders, weirs, bridges, roads, cofferdams,
marine dredging, recreation facilities, and associated hydropower
infrastructure.
x In-Water Engineering and Construction –Act as Responsible
Engineer support for dive inspections, bathymetric survey sediment
modeling, and marine construction activities, including cofferdams,
barge design reviews, and barge mounted dredging.
x Dam Repairs/Modifications –Act as Responsible Engineer,
participate as a civil engineering reviewer, and manage Engineer of
Record (EORs), evaluating and selecting repair alternatives, and
designing and constructing the selected alternative, including
structural concrete/shotcrete projects.
x Dam and Spillway Condition Assessments - Acted as the
Responsible Engineer to evaluate existing conditions for concrete
dams and spillways. These condition assessments involved
bathymetric survey, ROV inspection, Non-Destructive Evaluation
(methods include: Impact Echo (IE), Spectral Analysis of Surface
Waves (SASW), Slab Impulse Response (SIR) compressional (P-)
wave tomography and infrared Imaging (IR)), core drilling and
laboratory testing (mostly from swing stage or rope access) and
cementitious patching of core holes.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Jeff A. Jukkola, PE
Senior Consulting Civil Engineer
Email: JAJV@pge.com
Power Generation │12840 Bill Clark Way│ Auburn, CA 95602 Phone: (530) 624-8640
2
Confidential
PROJECTS
x Butt-Gansner Road Install L-Wall Project 2017
Pacific Gas and Electric, Responsible Engineer
Served as the Responsible Engineer to repair the outer fill slope of the mountainous Butt-Gansner Road
where erosion had caused the road to be narrowed and inboard ditch had filled with debris and was not
functional. Preliminary engineering included geotechnical exploration of the subsurface materials,
excavation of 14 exploratory test pits, logging the encountered materials, sampling of the subsurface soils,
and project design. Construction included demolition and excavation, installation of new cast-in-place
headwall drainage inlets and 24” CMP, construction of four cantilever concrete retaining walls,
reconstruction of compacted road section.
x Caribou Road at French Creek 2017
Pacific Gas and Electric, Responsible Engineer
Served as the Responsible Engineer to repair a culvert crossing at French Creek located approximately 700
feet from the Caribou Powerhouses. The French Creek culvert crossing had been damaged from
overtopping during storm events or debris flows from recent area wildfires, which could result in washouts
and roadway sloughing into the adjacent reservoir due to heavy surface flow. Road failures in this location
could potentially prohibit vehicle access to the powerhouses.
The project preliminary engineering included geological reconnaissance mapping, geophysical (seismic
refraction) surveys, hydrologic analysis drainage and culvert design. Construction included demolition of
two primary 60-inch-diameter CMP culverts and two secondary 18-inch-diamter CMP culverts, demolition
of existing timber wall, constructing four 48-inch diameter CMP culverts along a wider length of road,
regrading existing basin to direct flows through new culverts, stability design of the gravity retaining wall
system, construct new redi-rock wall, and reinforce culvert outlet and toe of gravity wall with rip rap rock
slope protection.
x Caribou Road at Mile Post 6 Soldier Pile Wall 2017
Pacific Gas and Electric, Responsible Engineer
Served as the Responsible Engineer to repair a 700-foot-long stretch of paved road serving as primary the
access to the Caribou Powerhouse and Belden Dam. The repair location consists of a sweeping internal
curve which had evidence of settlement along an approximate 300-foot length of the steep outboard
roadway shoulder, which concentrated surface drainage discharge in this location to an existing 18” CMP
culvert crossing under the road. The internal curve is located in a large swale that is potentially a historic
landside feature and which posed a global stability concern in the long term. Additionally, the outboard
slope of the road had deteriorated and undermined the edge of the road between sections of existing timber
cribbing.
The project preliminary engineering included geological reconnaissance mapping, geophysical (seismic
refraction) surveys and design. Construction included demolishing existing timber and log crib walls,
construction of two new soldier pile walls to widen road section, construction of a new subgrade, aggregate
base, and pavement road section, storm drainage improvements, scaling of loose rocks and install rockfall
drapery on cut slope above road.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Jeff A. Jukkola, PE
Senior Consulting Civil Engineer
Email: JAJV@pge.com
Power Generation │12840 Bill Clark Way│ Auburn, CA 95602 Phone: (530) 624-8640
3
Confidential
x Rock Creek Bench Recreational Access Project 2016
Pacific Gas and Electric, Responsible Engineer
Served as the Responsible Engineer and Project Manager to construct a parking area for recreational access
to the North Fork of the Feather River. Activities included preparing temporary access, clearing/grubbing
and tree removal, processing and trucking ~25,000 cy of fill material from borrow site, construction of sub
drains, a rip rap key way, spreading and compacting fill in lifts, rip rap, culverts, metal and/or rock bollards
(barriers), hot mix asphalt paving, metal beam guardrail, gates, information kiosk, pavement delineation,
and new signage The facility will be located above an existing bench located about one-quarter of a mile
x Butt Valley Replace Valve House Bridge and Abutments 2022
Pacific Gas and Electric, Responsible Engineer
Served as the Responsible Engineer for the removal and replacement of the bridge abutments, wing walls,
and placement of a new bridge. The project included subsurface geotechnical investigation including
drilling of four exploratory borings (using six-inch diameter hollow stem auger), laboratory testing,
placement of CLSM, structural concrete foundation, abutments and wingwalls, concrete armored RSP and
concrete approaches. Cofferdams and a bypass water system was used to divert Butt Creek around the work
EMPLOYMENT HISTORY
Pacific Gas and Electric, Responsible Engineer 2013 to Present
x Served as Responsible Engineer on large-scale, complex, multi-discipline capital and expense projects
related to hydroelectric powerhouses, dams, gates, penstocks, tunnels, pipelines, fish ladders, weirs,
bridges, roads, cofferdams, recreation facilities, and associated hydropower infrastructure.
City of Chico Capital Project Services Department, Civil Engineer 2005 to 2013
x Project Engineer and Project Manager for numerous projects. Responsibilities included surveying,
design, calculations, authoring specifications, environmental permitting, grant applications, public
meetings and workshops, budget management, right of way acquisition, utility coordination, preparation
of construction documents, and construction inspection for municipal projects in Chico, CA.
Butte County Department of Public Works, Civil Engineer 2001 to 2005
x Project Engineer on various maintenance and capital improvement projects from conceptual phase
through construction stages. Responsibilities included design, calculations, authoring specifications,
environmental permitting, grant applications, public meetings, budget management, right of way
acquisition, utility coordination, preparation of construction documents, and construction inspection for
municipal projects throughout Butte County, CA.
Haling and Associates, Staff Engineer 2001
x Designed and inspected the construction of new onsite wastewater treatment facilities. Responsibilities
included surveying, design, calculations, authoring specifications, environmental permitting, budget
management, utility coordination, preparation of construction documents, and construction inspection
for environmental engineering projects.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-328-8059
1
CERTIFICATIONS
x ACI – Field Testing Technician Grade 1: #01072731
x Radiation Safety & Use of nuclear Soil Gauge Operator
x DOT Caltrans JTCP: Soil & Aggregate, HMA 1, HMA 2, PCC
x DOT Caltrans California Test Methods 125, 231, 375, 382, 521, 522, 533
x OSHA Safety Associate Level A1
PROFESSIONAL SINCE:2005
EDUCATION
x CalGeo California Geotechnical
Engineering Association Seminar
TRAINING
x Introduction to Dams
x PG&E Dam Safety Program
x Basic Dam Surveillance & Monitoring
x Basic Dam Inspections
x Basic Dam Maintenance
x Dam Surveillance and Monitoring
x Inspection of Embankment Dams
x Inspection of Concrete and Masonry
Dams
x DOT Caltrans Test Methods
x Basic Rigging and hand signaling
x Scaffolding safety, Competent
Person Training
x Safety at Heights, Competent Person
Training.
x Excavation Safety, Competent
Person Training.
x Confined Space, Competent Person
Training
x LOTTO Trained
x California Boater Safety Course
x Radiation Safety Gauge Operator
Training
PROFESSIONAL SUMMARY
Mr. Carmichael has 18 years in the construction industry, with 5 years
of inspection and construction experience with a large variety of PG&E
Hydro projects. Experience includes:
x Construction and maintenance related to powerhouses,
switchyards, dams, spillways, waterway conveyance, levee
systems (e.g., penstocks, canals and canal liners, elevated steel
structures, tunnels)
x Maintenance of underground facilities, slope-
stabilization/erosion protection, and roadway projects
x Soils related inspection and testing services including
vegetation/tree stump root removal, foundation/utility
excavations both rock and soils, engineered fill/trench backfill
placement, compaction verification with use of both nuclear
gauge and sand-cone test methods
x Drilling oversight related to piling/pier construction, and
geotechnical investigations
x Directional drilling/trenchless utility construction
x Installation of rock anchors, tendons, soldier piles, soil nails, and
retaining walls
x Performed construction engineering inspection and construction
materials testing and laboratory testing services to project
specifications including:
Concrete/shotcrete placement, sampling and testing
High-and-low pressure grouting operations and epoxy
injection
Reinforcing steel placement
Structural steel erection including high strength bolting
Post-installed anchors and dowels
Appurtenant construction related to concrete
coring/cutting, demolition and repairs
x Monitor construction progress, overall site safety, schedule and
coordination
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-328-8059
2
CERTIFICATIONS continue
x OSHA 510 Standards for Construction
x OSHA 2264 Permit-Required Confined Space Entry
x OSHA 3015 Excavation, Trenching, & Soil Mechanics
x OSHA 3115 Fall Protection
x OSHA 5109 Cal/OSHA Standards for Construction
x OSHA 7505 Introduction to Incident (Accident) Investigation
x OSHA 7845 Recordkeeping Rule Seminar
x First-Aid/CPR/AED and Wilderness First-Aid/CPR/AED Certified
x 30 Hour OSHA
x 40 Hour Hazardous Waste Operations
x California Boater Safety Card #B154176
PROJECTS
x Scott Dam Spillway Repair 2022
PG&E SENIOR INSPECTOR
The project scope consisted of concrete rehabilitation to the existing Scott Dam
spillway originally constructed in 1921. Training walls were modified and reinforced
in 1936 to the current state. The purpose of this project was to repair areas of poorly
consolidated concrete within the north and south training walls as found in the 2015
part 12D inspection and the 2018 engineering inspection.
Responsibilities included inspection for compliance with project drawings, quality
control inspection program, and contract specification for:
Inspection verification of means and methods used and whether materials
placed met the project design drawings, QCIP, and specifications
Water bypass pumping
Spillway concrete demolition and excavation
Reinforcing steel placement
Post-installed anchors and dowels
Field sampling and testing of plastic concrete and grout for properties and
compressive strength test specimens
x Fordyce Dam Seepage Mitigation 2021–2022
PG&E SENIOR INSPECTOR
The project scope consisted of improving the existing rockfill embankment, upstream,
concrete-faced dam to reduce seepage. The dam is 145 feet high and 1,220 feet long.
Appurtenant construction activities included:
Dredging related to the temporary 300-foot-long cofferdam
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-328-8059
3
Roadway improvements (8.5 miles)
Water bypass pumping
Water quality evaluation during construction activities
Geotechnical investigation
Responsibilities included inspection for compliance with project drawings, quality
control inspection program, and contract specification for:
Water bypass pumping
Year 1 geotechnical investigation – excavation and backfill of test pits at
upstream dam toe
Concrete coring on the dam face and patching
Soils compaction testing using standard test method for in-place density and
water content by nuclear method
Sampling and testing concrete
Compressive strength test specimens
x Scott Dam Remove Catwalk and Relocate Access Project 2022
PG&E SENIOR INSPECTOR
The project scope consisted of:
Removing existing steel catwalk
Installing new graded steps into existing embankment
Construction of new steel had railing system
Concrete foundations in the left groin downstream of the dam adjacent to the
spillway training wall
x Pit 3 Dam Bridge Repair 2022
PG&E SENIOR INSPECTOR
The project scope consisted of concrete rehabilitation to the existing Pit 3 Dam bridge
originally constructed in 1922. The Pit 3 Dam bridge consists of a multiple structural
steel-encased concrete arches that support the 492-foot-long reinforced concrete bridge
over the dam crest.
Responsibilities included inspection for compliance with project drawings, quality
control inspection program, and contract specification for:
Concrete demolition
Concrete core drilling
Reinforcing steel replacement
Epoxy dowels/anchors
Concrete subsurface preparation and patching methods
Adhesion/tensile bond strength of concrete overlay
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-328-8059
4
Epoxy injection of cracked concrete
Asphalt concrete pavement placement
Compaction of asphalt concrete pavement using standard test method for
density of bituminous concrete in place by nuclear method
Field sampling and testing of plastic concrete for properties
Compressive strength test specimens
x Hawkins Creek Road Upper Slope Repair 2022
PG&E SENIOR INSPECTOR
Project scope consisted of removing 125’of land slide material by benching into existing
slope, rock dowel drilling, installation, and grouting operations, installing reinforcing steel
for shotcrete protective slope, and shotcrete placement per design.
Responsibilities included:
Inspection verification of means and methods used and whether materials
placed met the project design drawings, QC, and specifications
Excavation and grading operation
Rock dowel drilling, installation, grouting, and proof load testing
Reinforcing steel placement
Shotcrete placement observations
Shotcrete, concrete, grout testing per ACI requirements
Aggregate Base and Soils compaction testing using ASTM D6938 for in-place
density and water content by nuclear method
Traffic control and public safety
Stop work authority
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-328-8059
5
x Natomas Levee Improvement Project, Sacramento Area Flood Control Agency 2008–2015
KLEINFELDER INSPECTOR
The project scope consisted of improving the 42-mile-long Natomas Basin perimeter
levee system north of Sacramento to meet the 200-year level of flood protection. The
project included:
Construction of 75-foot-deep soil-cement-bentonite (SCB) and soil-bentonite
(SB) slurry cutoff walls by deep soil mixing and conventional slurry trench
methods
Levee strengthening, including earth embankment construction
Levee slope improvements
Vegetation, tree stump, and root removal
Associated planned levee improvements in accordance with Sacramento Area
Flood Control Agency and U.S. Army Corps of Engineer (USACE) regulations.
Responsibilities included inspection for compliance with project drawings, quality
control inspection program, and contract specification for:
Levee embankment engineered fill placement
Slurry wall construction activities
Tree stump and root removal and backfill
Utility abandonment
Soils compaction testing using both ASTM D6938 for in-place density and
water content by nuclear method and ASTM D1556 for density and unit weight
of soil in place by sand-cone methods
x Feather River and Yuba River Evaluation and Repairs, Three Rivers Levee 2012–2014
Improvement Authority
KLEINFELDER INSPECTOR
The project scope consisted of flood protection for the 20-mile-long Feather River and
Yuba River perimeter levee system. The project included:
Construction of deep soil-cement-bentonite (SCB) slurry cutoff walls by deep
soil mixing and conventional slurry trench methods
Levee strengthening including earth embankment construction
Levee slope improvements
Vegetation, tree stump, and root removal
Associated planned levee improvements in accordance with Three Rivers
Levee Improvement Authority and USACE regulations
Responsibilities included inspection for compliance with project drawings, quality
control inspection program, and contract specification for:
Levee embankment engineered fill placement
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation Ň 12840 Bill Clark WayŇ Auburn, CA 95602 Phone: 530-328-8059
6
Slurry wall construction activities
Tree stump and root removal and backfill
Utility abandonment
Soils compaction testing using both standard test method for in-place density
and water content by nuclear method and sand-cone test methods
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Samantha Hillaire, M.S., Senior Land Planner
Environmental Lead for Power Generation Projects
Email: sam.hillaire@pge.com
Environmental Management │ 350 Salem Street│ Chico, CA 95926 Phone: 530-513-3404
1
Public
PROJECTS
x Almanor Prattville Dredge (2021)
PG&E, Environmental Lead
Coordinated PG&E’s internal land and environmental reviews and
obtained USACE and RWQCB concurrence. Had stop-work
authority during construction to ensure safety and environmental
compliance.
x Canyon Dam Low Level Outlet Cutoff Wall Installation (2022) and
Lake Almanor Tunnel Liner Replacement (2023)
PG&E, Environmental Lead
Coordinated PG&E’s internal land and environmental reviews and
obtained USACE and RWQCB Clean Water Act authorizations.
Performed agency reporting. Coordinated closely with agencies for
emergent construction changes. Had stop-work authority during
construction to ensure safety and environmental compliance.
x Butt Valley Valve House Bridge Replacement (2022)
PG&E, Environmental Lead
Coordinated PG&E’s internal land and environmental reviews and
obtained USACE and RWQCB Clean Water Act authorizations and
CDFW project concurrence. Performed agency reporting. Had stop-
work authority during construction to ensure safety and
environmental compliance.
x Lower Bucks Lake Resurface Dam Project (2016 - 2020)
Garcia and Associates, Botanist and Environmental Project
Manager
Managed a team of resource specialists supporting this PG&E
repair project. The team prepared jurisdictional delineation,
AREAS OF EXPERTISE
x Environmental Regulation
Compliance
x Project Coordination with PG&E
Land and Environmental Staff
x Jurisdictional Wetlands and Waters
Impact Assessment and Permitting
x PG&E hydroelectric projects and
infrastructure in Plumas, Tehama,
and Shasta Counties
x NEPA and CEQA documentation
and compliance
x Hydroelectric License Condition
Compliance
x Federal and State Agency
Coordination and Regulatory
Permitting
EDUCATION
x M.S., Botany
California State University,
Chico, CA, 1999
x B.S. Biology
Duke University,
Durham, NC, 1991
ADDITIONAL TRAINING
x Wetland Delineation, 40-hour
course – Wetland Training Institute
x Clean Water Act and Army Corps
Nationwide Permit Program
Training – U.C. Davis Extension
x Developing a Biological
Assessment – U.S. Fish and
Wildlife Service
PROFESSIONAL SUMMARY
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Samantha Hillaire, M.S., Senior Land Planner
Environmental Lead for Power Generation Projects
Email: sam.hillaire@pge.com
Environmental Management │ 350 Salem Street│ Chico, CA 95926 Phone: 530-513-3404
2
Public
biological resources assessment, pre-construction surveys, eDNA detection for listed frogs, and
nesting bird surveys. Prepared and submitted all waters permitting applications with USACE and
Central Valley RWQCB, and biological review with the Plumas National Forest. Identified
methods to reduce impacts to sensitive resources, provided support for field engineered
construction changes, and provided post-construction reporting.
x Caribou 1 Penstock Shotcrete Repair Project (2019 - 2020)
Garcia and Associates, Botanist and Environmental Project Manager
Managed a team of biology and cultural specialists to perform analysis of this PG&E project located on
Plumas National Forest in Plumas County, California. Performed the jurisdictional delineation and
managed biological resources assessment (including protocol botanical surveys) of project work areas.
Successfully worked with PG&E to design the project to avoid impacts and permitting triggers.
EMPLOYMENT HISTORY
Pacific Gas & Electric Company, Senior Land Planner March 2021 - Present
x Leads environmental reviews, discretionary permit analyses, and compliance efforts for power
generation projects.
x Collaborates with subject matter experts, project managers/engineers, contractors, stakeholders,
construction crews and regulatory staff.
x Manages agency notifications and compliance efforts under PG&E’s FERC licenses.
x Provides guidance to Environmental Management staff to help ensure Clean Water Act and Endangered
Species Act compliance and facilitates priority permitting with federal and state agency staff. Routinely
collaborates with PG&E Law Department.
Garcia & Associates/Kleinfelder, Inc.,
Senior Botanist & Project Manager June 2006 –March 2021
x Performed botanical surveys and jurisdictional delineations, and associated reporting and impact
analysis often in support of PG&E infrastructure projects.
x Prepared environmental plans and reporting in support of PG&E hydroelectric license 4(e) conditions.
x Performed environmental analyses related to natural resource management in support of Clean Water
Act, Endangered Species Act, and Fish and Game Code permitting for a variety of infrastructure
projects.
Pacific Gas & Electric Company, Associate Biologist November 2005 –May 2006
x Performed environmental analyses related to natural resource management in support of Clean Water
Act, Endangered Species Act, and Fish and Game Code permitting for a variety of infrastructure
projects.
Plumas National Forest, Seasonal Botanist (GS-5, GS-7, GS-9) Summers 2000-2002, and 2005
x Performed botanical surveys and environmental reporting for U.S. Forest Service (USFS) projects,
primarily involving vegetation management for wildfire risk reduction.
x Prepared biological evaluations and assessments to support USFS NEPA analyses.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
ROBERT F. HARP
Principal Engineer
ROLE
Structural and Civil Engineer
EDUCATION
BS, Architectural Engineering, California
Polytechnic State University, San Luis
Obispo, CA, 1983
AA, Architecture, Shasta College,
Redding, California, 1980
PROFESSIONAL REGISTRATION
California, Civil Engineer, 1986
California, Structural Engineer, 1989
MEMBERSHIPS
x Structural Engineers Association of
Central California, Director of the
Board
x Shasta Cascade Structural Engineers
Association – Board of Directors,
Technical Programs Committee
Member, Past President
x American Society of Civil Engineers
x American Concrete Institute
x American Welding Society
x International Code Council
x American Council of Engineering
Companies
x International Concrete Repair
Institute
x American Institute of Steel
Construction
x Construction Specifications Institute
x American Society of Safety Engineers
OVERVIEW
Mr. Harp has been a member of the PACE Engineering team since 1984
and is a stockholder in the firm. He is the Vice President and Principal
Engineer in charge of Hydro and Heavy Civil Projects. He has extensive
civil and structural engineering experience in managing and providing
successful solutions for a variety of unique and complex civil and
structural engineering projects. His areas of expertise include all
aspects of project delivery including scoping, preliminary engineering,
design and engineering, construction management, support, and
oversight services, project closeout, constructability reviews, and
owner representation for the following types of projects:
x Utilities (underground and supported above ground)
x Hydro-Facilities Design and Engineering
x Road Assessments, Safety Evaluations, and Repair Solutions.
x Repair of Numerous Roads Damaged by Erosion, Washouts,
and Land Sliding, including Drainage and Pavement
Improvements
x Repair of Roads for Safety Improvements.
x Pavement Replacement and Rehabilitation (concrete and HMA)
x Preparation of TCEAP, TCPFM, and QCIP
x Hydro Gates, Gate Hoists, and Gate Seals
x Dams and Cofferdams Including Dam Gates, Inlets, Outlets, and
Piping
x Concrete Repair of All Types of Facilities
x Service Center Design and Engineering
x Powerhouse Renovations and Modernizations
x Landslide Repairs and Mitigation
x Water Conveyance Systems: Canals, Liners, Flumes, Gates, and
Trash Racks
x Buildings; Water and Wastewater Facility Structures
x Bridges, Industrial Facilities, and Retaining Structures
x Failure Investigations, Forensic Engineering, and Expert Witness
x Roofing and Waterproofing (above and below grade)
x Drainage Systems
x Moisture Intrusion Investigations and Repair Recommendations
x Design of Structural Repairs and Retrofits
x Seismic Evaluations and Retrofits
x Structural Design of Repairs and Upgrades to Historical Facilities
x Fall Protection Systems and Lifelines
x Deep Foundations: Micro-piles, Caissons, Piles, Sheet Piles,
and CIDH
x Cranes and Hoists
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
ROBERT HARP PAGE 2
KEY PG&E PROJECTS
Poe Project Roads Assessment
Per PG&E’s Road Maintenance Plan (RMP), all access roads within the Poe Hydro Boundary require
conditional assessments including evaluation of drainage systems, slope, surface type and condition,
and identification of hazards. A conditional assessment report and classification of all roads was
submitted to FERC as part of the RMP.
Caribou Road Gabion Wall Repair
This project involved repair of an active landslide on Caribou Road. PACE provided geotechnical, land
surveying, and civil engineering services to develop repair solutions along with final design and
engineering solutions and services during construction. This 300-foot-long landslide was remediated by
buttressing it with a mechanically stabilized earth retaining wall. It also included drainage
improvements and road widening for safer passage of vehicles.
Cresta Powerhouse and Valve House Access Road Repairs
Winter weather brought heavy rainfall that overtopped culverts and caused extensive erosion damage
to Cresta Powerhouse and Valve House Roads. PACE provided expedited geotechnical, civil, and
structural engineering and land surveying services to provide effective solutions and construction
documents for the repair of washed-out culverts, undermined roadways, and eroded side slopes.
Krause 2 Flume Replacement and Landslide Stabilization
The Krause 2 Flume was constructed within an active landslide causing significant movement and
structural damage to the flume. Mr. Harp managed the engineering design team in preparation of
alternatives analysis, cost estimate, and final engineering and design for relocation and replacement of
the flume and landslide remediation as well as Post Design Services.
Pit 3, 4, 5 Relicensing Project
Mr. Harp was project manager and design engineer providing engineering services during construction
to Barnard Construction for the Pit 3, 4, 5 Relicensing Project. Services provided included construction
staking, Pit 4 Dam cofferdam, electrical inspection of stand-by generator at Pit 5 Dam, fall protection,
crane pad, bridge analysis, crane access review, assistance with design modifications to Pit 4 Dam trash
rack, and crane-supported drill rig/man basket.
Pit 3, 4, 5 Recreational Improvements
Mr. Harp managed PACE’s design team for the Pit 3, 4, 5 Recreation Improvements Project. This project
included improvements or replacement of recreational facilities at 30 separate sites along the Pit River,
from the upper reach of Lake Britton to just upstream of Pit 5 Powerhouse including replacement and
improvements to Forest Service roads and other facilities. The project involved civil, structural,
electrical, water, and wastewater engineering and surveying.
Bear River Canal Emergency Repairs
During spring of 2011, the Bear River Canal was taken out of service from a landslide. With the onset of
summer and the need for water to be delivered to downstream users, this project became a race against
time. PACE provided quick-to-implement solutions for temporarily bypassing water at the affected area
providing water to downstream users before the onset of hot weather. Mr. Harp managed PACE’s team
of dedicated engineers in this endeavor.
OTHER RELEVANT PG&E PROJECTS
Mr. Harp was the project manager for the following PG&E projects:
x Balch Camp Road Storm Damage Repairs
x City of Shasta Lake Churn Creek Bridge Force Main Crossing Project
x City of Dunsmuir Watermain Replacement on I-5 Bridge over Sacramento River
x City of Redding Watermain and Sewer Crossing at Cypress Street Bridge over Sacramento River
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
ROBERT HARP PAGE 3
x Caribou Road Retaining Walls and Safety Improvements
x Caribou Road Erosion Repair Project
x Poe Dam Access Road Erosion Repair and Reconstruction Project
x Belden Dam Access Road Erosion Repair Project
x Poe Powerhouse Road Landslide and Erosion Repair Project
x Inskip Eagle Canyon Access Replacement Project
x Rodger Flat Parking Lot Pavement Replacement
x Lake Britton HPMP (slope stabilization project)
x Pit 5 Powerhouse Road Storm Damage Survey and Mapping
OTHER RELEVANT EXPERIENCE
Forks of Butte Hydroelectric Project
Project Manager for the structural design of a powerhouse, landslide stabilization, and penstock for an
11.5 megawatt, $52M hydroelectric power generation facility in Magalia, California. Mr. Harp was
responsible for the design of the concrete powerhouse structure that supported a 1.0-million-pound
generator and was located at the base of an active landslide.
Road Engineering
Project Manager for numerous road assessments; road repairs including drainage, erosion, and land
sliding; and road reconstruction including ground stabilization, pavement overlays, and replacement.
Bridges
Mr. Harp has experience designing bridges for highways, streets, and pedestrian usage. Mr. Harp has
designed bridges constructed with concrete, steel, wood, and cable suspension materials. He has also
prepared falsework designs for contractors.
Forensic Engineering
Project Manager for numerous investigations involving structural failures, material failures, failing
roofing, and waterproofing systems. Mr. Harp has served as an expert witness on many cases including
engineering and construction defects and has provided expert testimony in arbitration, depositions, and
trial. Investigations include buildings constructed with concrete, steel, and wood as well as slabs on
grade and penstocks. Waterproofing failure and moisture intrusion investigations include most roofing
types, exterior decks, below grade waterproofing (basements), and wall and window systems.
PUBLICATIONS AND PRESENTATIONS
“Design and Construction Recommendations for Steel Moment Frames,” report to the City of Redding,
1998.
Co-authored, “Guide to Repairing and Strengthening Your Home before the Next Earthquake,” in
conjunction with Larry Boisclaire for Federal Emergency Management Agency (FEMA) in the aftermath
of the April 25 and 26, 1992, Cape Mendocino earthquake in South Humboldt County.
Presentation, American Construction Inspectors Association for Structural Masonry, July 13, 1994.
Presentation, Shasta Cascade Structural Engineers Association Technical Program on plate-connected
wood trusses, 1992.
Guest lecturer for Professional Practice Class at California State University, Chico.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Glenn Hughes, PE
Project Engineer/Responsible Engineer
Email: glenn.hughes@pge.com
Power Generation │ 470 Rio Lindo Ave │ Chico, CA 95926 Phone: 925-719-2956
1
PROFESSIONAL SINCE:2012
LICENSES
x California Licensed Civil Engineer
(No. 89197)
EDUCATION
x B.S., Civil Engineering
California State University Chico,
2012
TRAINING
x PG&E Dam Safety Training
o Introduction to Dams
o PG&E Dam Safety Program
o Basic Dam Surveillance &
Monitoring
o Basic Dam Inspections
o Basic Dam Maintenance
o Dam Surveillance and Monitoring
o Inspection of Embankment Dams
o Inspection of Concrete and
Masonry Dams
x ACI Concrete Field Testing
Technician Grade I
x Qualified Person and Competent
Person Certification – Fall Protection
x Workshop on nondestructive testing:
Advanced methods for evaluation of
concrete; WOC 2018
x ASCE Structural Condition
Assessment of Existing Structures
Training, November 2016
PROFESSIONAL SUMMARY
Glenn Hughes has over 11 years of experience in project engineering,
design, construction oversight, assessment and laboratory material
testing for a variety of structures associated with power generation and
transmission. Glenn’s experience also encompasses the testing and
evaluation of mechanical assets such as vertical and horizontal
hydroelectric turbines and powerhouse gantry cranes. Typical
responsibilities and specialties include:
x Responsible Engineer for multi-discipline projects related to
hydroelectric powerhouses, valve houses, dams, spillways,
cranes, penstocks, weirs, bridges, roads, stream gauging
cableways and other associated hydropower infrastructure.
x Overall project lead responsible for onsite-investigations,
analysis of alternatives, engineering design and project
execution from scope phase through completion of construction
for various disciplines of engineering projects.
x Condition Assessments – Background working as a technician
performing the assessments then took on the role of Responsible
Engineer to implement recommended repairs as needed. These
condition assessments involved Non-Destructive Evaluation
(methods include: Impact Echo (IE), Spectral Analysis of
Surface Waves (SASW), Slab Impulse Response (SIR)
compressional (P-) wave tomography and infrared Imaging (IR),
Ground Penetrating Radar), core drilling and laboratory testing
(from swing stage, rope access or man-basket) and cementitious
patching of core holes.
x Structural Repairs/Modifications repair of concrete structures
including Dams, spillways, and powerhouse structures.
x Investigation, repair, inspection and cleaning of drainage
systems for dams and spillways.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Glenn Hughes, PE
Project Engineer/Responsible Engineer
Email: glenn.hughes@pge.com
Power Generation │ 470 Rio Lindo Ave │ Chico, CA 95926 Phone: 925-719-2956
2
PROJECTS
x Almanor Spillway Drainage and Maintenance repairs 2019 to 2023
PG&E, Responsible Engineer (RE)
Developed and implemented testing program to evaluate the condition of the concrete chute structure.
Oversaw the repair efforts for crest joint repair, underdrain access and cleaning project.
x Rock Creek Valve House Roof Replacement 2018 to 2023
PG&E, Engineering Technician, Responsible Engineer (RE)
Developed scope of repairs and modifications needed to the structure. Oversaw design and construction
for replacing the concrete roof and associated structure. Scope of project included improvements to the
access road which included grading and paving the narrow road.
x Scott Dam Spillway Repair 2022
PG&E, Responsible Engineer (RE)
Oversaw the partial depth concrete repairs to the Scott Dam spillway structure. Coordinated with
operations to allow crews to work within the spillway under a spillway gate clearance.
x Bucks Spillway Concrete Repairs 2018 to 2020
PG&E, Responsible Engineer (RE)
Coordinated destructive and non-destructive testing program to aid scope of repairs needed to maintain
the spillway chute structure. Developed scope of maintenance repairs to the spillway chute. Repairs
included: partial and full depth repairs to concrete chute and ogee, slab joint replacement and drain
clearing/inspection.
x Belden Spillway Concrete Repairs 2018 to 2021
PG&E, Responsible Engineer (RE)
Coordinated non-destructive testing program to aid scope of repairs needed to maintain the spillway
chute structure. Developed scope of maintenance repairs to the spillway chute and downstream apron.
Repairs included: Partial depth repairs to concrete chute and control structure, joint replacement, low
flow shotcrete apron replacement and drain clearing/inspection. Coordinated with operations to allow
crews to work within the spillway under a spillway gate clearance. Developed procedure for cleaning and
inspecting spillway drain system using various styles of hydrojetting nozzles using pressures ranging
from 500 – 2800 psi.
x Round Valley Dam Remote Monitoring Installation 2018 to 2022
PG&E, Senior Engineering Tech, Responsible Engineer
Responsible for overseeing the design, regulatory approval and construction of remote monitoring
equipment on the crest of the embankment dam to remotely monitor the reservoir level as part of an
early warning system. Was responsible for overseeing the execution of the QCIP during construction.
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Glenn Hughes, PE
Project Engineer/Responsible Engineer
Email: glenn.hughes@pge.com
Power Generation │ 470 Rio Lindo Ave │ Chico, CA 95926 Phone: 925-719-2956
3
EMPLOYMENT HISTORY
PG&E Power Generation Project Engineer 2018 to Present
x Overall lead and approve engineering, design, and execution from scoping phase through completion of
construction for a broad range of dam and heavy civil projects.
x Ensures technical and operational aspects of projects are addressed by collaborating with experts from
multiple disciplines to solve complex problems.
x Administer quality control of projects in construction by overseeing development and execution of
quality control and inspection program and verifying effective implementation.
PG&E Sr. Engineering Technician 2013 to 2018
x Develop test scope and perform condition assessments of a variety of structures including: stream-
gaging cableways, power house structures, transmission towers, substations, and dams.
x Performed condition assessment of concrete footings for several hundred electric transmission towers.
x Performed condition assessment of concrete foundations and developed guidance document for field
personnel to perform high-level condition assessment of concrete foundations for substation equipment.
x Participate in startup and performance testing of hydroelectric units through PG&E’s hydro fleet.
x Evaluate Diablo Canyon Power Plant (DCPP) in-service concrete structures as required by Nuclear
Regulatory Commission including: reactor containment, circulating water conduits, electrical vaults,
breakwater structure and Independent Spent Fuel Storage Installation (ISFSI) foundation pad.
x Perform quality control testing for several DCPP ISFSI concrete placements.
Shimmick Construction INC Project Engineer 2012 to 2013
x Project Engineer for the Shore Power infrastructure installation project at the Port of Oakland. Project
provides electrical shore power to container ships, allowing them to shut down diesel generators while at
port.
x Orchestrated a complex daily schedule requiring coordination of the port tenant, cargo ship schedules,
and ocean tides with considerations to IBEW union contract while maintaining maximum productivity
to keep job on schedule.
x Interpreted technical drawings and reviewed construction work to ensure adherence to contract design.
PROFESSIONAL MEMBERSHIPS
x American Concrete Institute
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
APPENDIX C
REFERENCE LIST OF PROJECT-RELATED
DOCUMENTS
PROJECT-RELATED DOCUMENTS
Number Date Description
3113840 03/28/2024 TITLE SHEET
3113841 03/28/2024 SPECIFICATIONS, ABBREVIATIONS, & INSPECTION CHECKLIST
3113842 03/28/2024 OVERALL SITE PLAN
3113843 03/28/2024 ENLARGED SITE PLAN (STA 19+00 – 29+00)
3113844 03/28/2024 ENLARGED SITE PLAN (STA 39+00 – 47+50)
311845 03/28/2024 ENLARGED SITE PLAN (STA
3113846 03/28/2024 SECTIONS A, B, C, D
3113847 03/28/2024 SECTIONS E, F, G, H
3113848 03/28/2024 SECTIONS I, J, K, L
3113849 03/28/2024 SECTIONS M, N, O, P
3113850 03/28/2024 SECTIONS Q, R
3113851 03/28/2024 DETAILS
VV5580 09/11/2023 FINAL GEOTECHNICAL EXPLORATION REPORT
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
APPENDIX D
INSPECTION AND HOLD POINT
CHECKLIST
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
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DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
APPENDIX E
MATERIAL AND FIELD-TESTING
REQUIREMENTS
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
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DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
APPENDIX F
QCIP REPORTING TEMPLATES
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
SAMPLE DAILY INSPECTION REPORT
Job # Click here to enter text. Report #: Click here to enter text. Date: Click here to enter text.
Project Name: Click here to enter text. Supervisor: Click here to enter text.
Weather: Click here to enter text. Job Location: Click here to enter text.
Daily Tailboard/Safety Tailboard:
Click here to enter text.
Details of labor, equipment usage, and standby equipment time:
Click here to enter text.
Work Plan for Today:
Click here to enter text.
Today’s Progress:
Click here to enter text.
Problems/Discussions/Delays:
Click here to enter text.
Material/Equipment Deliveries/Equipment Departures:
Click here to enter text.
Instructions to constructor, inspections, acceptances, and rejections:
Click here to enter text.
Comments:
Click here to enter text.
Photos: (Attach)
SIGNATURE:
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
NONCONFORMANCE REPORT (NCR)
NONCONFORMANCE:
1. Date Identified: _________________________________________________________________________
2. Identified by: __________________________________________________________________________
3. Department: ___________________________________________________________________________
4. Location: ___________________________________________________________________________
5. Description of nonconformance:
6. Cause of problem:
7. Analysis of the problem:
Prepared by: _____________________ Date: _____________
CORRECTIVE MEASURES:
1. Description of corrective measures:
2. Date corrective measures completed: ________________________________
3. Inspected and Approved by:
Field Inspector: _________________________ Date: ________________
Engineer of Record: _____________________ Date: ________________
Responsible Engineer: ____________________ Date: ________________
cc: Field Inspectors License Compliance Lead
Constructor Dam Safety Engineer / SME
Engineer of Record PM
Responsible Engineer File
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
DeSabla Powerhouse Road Stabilization Project, FERC No. 803
Quality Control Inspection Program
ENVIRONMENTAL DEFICIENCY REPORT (EDR)
DEFICIENCY:
1. Date Identified: _________________________________________________________________________
2. Identified by: __________________________________________________________________________
3. Department: ___________________________________________________________________________
4. Location: ___________________________________________________________________________
5. Description of Deficiency:
6. Cause of problem:
7. Analysis of the problem:
Prepared by: _____________________ Date: _____________
CORRECTIVE MEASURES:
1. Description of corrective measures:
2. Date corrective measures completed: ________________________________
3. Inspected and Approved by:
Field Inspector: ______________________ Date: ________________
Environmental Lead: __________________ Date: ________________
cc: Field Inspectors License Compliance Lead
Constructor Environmental Lead
Responsible Engineer PM
Engineer of Record File
Document Accession #: 20240711-5020 Filed Date: 07/11/2024
Document Content(s)
PGE20240710_803_DeSabla PH_RD_QCIP_Rev_Ltr.pdf ...........................1
PGE20240710_803_DeSabla PH_RD_QCIP_Rev_Enc-1.pdf .........................2
Document Accession #: 20240711-5020 Filed Date: 07/11/2024