HomeMy WebLinkAbout07.02.2024 Board Correspondence - FW_ Dam Safety Compliance Report submitted in FERC P-619-000,et al. 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-619-000,et al. by Pacific Gas and
Electric Company,et al.
Date:Tuesday, July 2, 2024 10:55:18 AM
Please see Board Correspondence -
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Subject: Dam Safety Compliance Report submitted in FERC P-619-000,et al. by Pacific Gas and Electric Company,et
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On 7/2/2024, 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-619-000
P-1962-001
P-2105-000
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 re the
Bucks Creek 1102 Circuit Fire Rebuild Project, et al. under P-619, et al.
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Power Generation
300 Lakeside Drive
Oakland, CA 94612
Mailing Address:
P.O. Box 28209
Oakland, CA 94604
July 1, 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: Bucks Creek Hydroelectric Project, FERC No. 619-CA
Rock Creek-Cresta Hydroelectric Project, FERC No. 1962-CA
Upper North Fork Feather River Hydroelectric Project, FERC No. 2105-CA
Bucks Creek 1102 Circuit Fire Rebuild Project
Revised Quality Control and Inspection Program
Dear Frank L. Blackett:
This letter presents Pacific Gas and Electric Company’s (PG&E) revised Quality Control
and Inspection Program (QCIP) for the Bucks Creek 1102 Circuit Fire Rebuild Project
(Project), parts of which will be adjacent to Bucks Creek Hydroelectric Project, Federal
Energy Regulatory Commission (FERC) No. 619-CA; the Rock Creek-Cresta Hydroelectric
Project, FERC No. 1962-CA; and the Upper North Fork Feather River Hydroelectric
Project, FERC No. 2105-CA. PG&E received FERC’s conditional authorization to proceed
with the Project in a letter dated July 25th, 2023. The revised QCIP includes the following
updates:
• Added Mutaz Mihyar as a Geosciences Engineer
• Updated section 8.1 to show a completion date of December 31, 2025 as previously
requested
The revised QCIP is enclosed with this letter as Enclosure 1. Should you have technical
questions concerning this matter, please contact Chris Tomes, dam safety engineer for
PG&E, at (818) 584-9944. For general questions, please contact Chadwick McCready,
license coordinator for PG&E, at (530) 685-5710.
Sincerely,
Chadwick McCready
Senior License Coordinator, Hydro License Compliance
Enclosure:
1. Quality Control Inspection Program, Revision 4, prepared by PG&E and dated June 24,
2024
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
ENCLOSURE 1
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
PREPARED BY: Michael Shaeffer, P.M.
POWER GENERATION DEPARTMENT REVIEWED BY: David Mowry, P.E.
APPROVED BY: Kaitlyn Daniels
DATE: June 2024
BUCKS CREEK 1102 FIRE REBUILD
Bucks Creek Hydroelectric Project, FERC No. 619-CA Rock Creek-Cresta Hydroelectric Project, FERC No.
1962-CA Upper North Fork Feather River Hydroelectric Project, FERC No. 2105-CA
QUALITY CONTROL INSPECTION PROGRAM
REVISION 4
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
QUALITY CONTROL INSPECTION PROGRAM
REVISION LOG
Revision Revised Item Date Prepared By
1 Initial issue of QCIP document 05/10/2023 Michael Shaeffer
2 Add inspector Destaneigh Moore 09/20/2023 Michael Shaeffer
3 Change Quality Control Manager to
Larry McKee and add Field Inspectors
Cory Banker and Graham McCulloch
4/19/2024 Michael Shaeffer
4 Add Geosciences Engineer Mutaz
Mihyar
6/24/2024 Michael Shaeffer
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
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
1.4 Specialized Construction Techniques and Equipment ......................... 3
2. ORGANIZATION AND STAFFING RESPONSIBILITIES ...................................... 3
2.1 Responsibilities of Various Organizations .............................................. 3
2.1.1 Licensee .......................................................................................... 3
2.1.2 Designer .......................................................................................... 3
2.1.3 Quality Control Inspection Organization ......................................... 4
2.1.4 Constructor ...................................................................................... 4
2.1.5 Regulator ......................................................................................... 4
2.2 Number of Staff and Availability Required .............................................. 4
2.3 Titles, Duties and Responsibilities of Staff ............................................. 4
2.3.1 QC Manager .................................................................................... 5
2.3.2 Field Inspector ................................................................................. 5
2.3.3 Engineering Manager ...................................................................... 6
2.3.4 Engineer of Record ......................................................................... 6
2.3.5 Dam Safety Engineer ...................................................................... 7
2.3.6 Project Manager .............................................................................. 7
2.3.7 License Compliance Lead............................................................... 7
2.3.8 Environmental Lead ........................................................................ 8
2.4 Specialty Inspectors ................................................................................... 8
2.5 Lines of Communication and Authority ................................................... 8
2.6 Approval and Rejection of Work ............................................................... 8
2.7 Authority to Stop Work............................................................................... 9
2.8 Statement of Independence ....................................................................... 9
2.9 Resumes ....................................................................................................... 9
3. INSPECTION PLAN AND FIELD PRACTICES ..................................................... 9
3.1 Inspection Criteria....................................................................................... 9
3.2 Knowledge of Construction Plans and Specifications ........................ 10
3.3 Inspection Equipment and Resources ................................................... 10
3.4 Constructor Operations ........................................................................... 10
3.5 Coordination with Constructor’s Schedule ........................................... 10
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
3.6 QCIP Operations ....................................................................................... 10
3.7 Frequency of Inspections ........................................................................ 11
3.8 Documentation and Follow-up Action ................................................... 11
3.9 Training....................................................................................................... 11
4. DOCUMENTATION ............................................................................................... 11
4.1 Daily Inspection Reports .......................................................................... 11
4.2 Nonconformance Reports ........................................................................ 12
4.3 Other Periodic Reports............................................................................. 13
4.4 Maintenance of Records .......................................................................... 13
4.5 Photographs/Videos ................................................................................. 14
5. TRAINING .............................................................................................................. 14
5.1 Study Materials .......................................................................................... 14
5.2 Classroom Instruction .............................................................................. 14
5.3 On-the-Job Training and Supervision .................................................... 14
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 ..................................................................................... 15
6.3 Testing Organization ................................................................................ 15
6.4 Adequacy of On-Site Laboratory ............................................................ 15
6.5 Adequacy of Off-Site Laboratory ............................................................ 15
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 ....................................................... 16
7.3 License Requirements .............................................................................. 16
7.4 Specialized Plans, Permits, and Approvals........................................... 16
7.5 Frequency of Inspections ........................................................................ 16
7.6 Documentation and Corrective Actions................................................. 16
7.7 Environmental Deficiency Report ........................................................... 16
8. SCHEDULE ............................................................................................................ 17
8.1 Start and Finish Dates .............................................................................. 17
8.2 Anticipated Construction Sequence ...................................................... 17
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
8.3 Staged and Phased Construction ........................................................... 18
9. PLANNED USE OF CONSULTANTS................................................................... 18
9.1 Areas of Inspection and Review ............................................................ .18
9.2 Consultants Names and Resumes ........................................................ .18
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 #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
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 underground Bucks Creek 1102 21 kV Line a long State Highway
Route 70 corridor in Plumas County between post mile 4.98 - 18.85 . Portions of the project fall
within the following FERC project boundaries: PG&E’s Bucks Creek Hydroelectric Project,
Federal Energy Regulatory Commission (FERC) No. 619 Rock Creek-Cresta Hydroelectric
Project, Federal Energy Regulatory Commission (FERC) No. 1962 Upper North Fork Feather
River Hydroelectric Project, Federal Energy Regulatory Commission (FERC) No. 2105. The
purpose of this QCIP is to ensure the quality construction of this project. This QCIP has been
prepared in support of FERC requirements to submit a construction authorization package for
portions of the project which fall within the limits of FERC hydroelectric project boundaries.
This QCIP only pertains to the approximately 1.28 miles of work within FERC boundaries for P-
619, P-1962, and P-2105 as detailed in the attached drawings and exhibits. The project manager
(PM) and Engineer of Record (EOR) are 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:
• Title 18, Chapter I, Sub-Chapter B, Part 12, Subpart E, Section 12.50 of the Code of
Federal Regulations
• FERC’s Engineering Guidelines for the Evaluation of Hydropower Projects, Chapter VII,
“Construction Quality Control Inspection Program”
1.2 Background
In coordination with Caltrans, PG&E will be undergrounding portions of the Bucks Creek 1102
21 kV Line. These power lines were damaged due to the recent 2021 Dixie Fire. The PG&E
Wildfire System Hardening Program is part of the overall PG&E Community Wildfire Safety
Program intended to reduce the risk of future wildfire ignitions in the Tier 2 and 3 High Fire
District by performing targeted undergrounding of overhead lines.
1.3 Description of Structures and Types of Construction
The project crosses three FERC license areas, Bucks Creek, Rock Creek-Cresta, and Upper
North Fork Feather. The following describes the proposed work in each area.
Bucks Creek
The project alignment exits the Bucks Creek Powerhouse underground on to SR 70 and
continues in north and south directions. It extends 905 feet south down SR 70 to connect
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
2
with existing underground facilities and extends 110 feet north to the limit of the FERC
boundary. A number of underground facilities will be installed including three #7 boxes, one
#6 box and one #1 box. 52 feet of underground conductor will be removed, and 87 feet will
be replaced on the Bucks Creek Powerhouse facility.
PG&E proposes to reconductor 77 feet of overhead alignment and remove 619 feet of
existing overhead conductor, including the span that crosses the Feather River. Four poles
will be removed, three poles will be replaced, and one inter set pole will be installed within
the Bucks Creek Powerhouse facility.
Rock Creek-Cresta
The project alignment continues north on SR 70 and intersects the Rock Creek-Cresta
License area in multiple sections. Underground alignment will be installed in the following
sections of SR 70:
• 123 feet between PM 6.2 and 6.3
• 93 feet between PM 7.5 and 7.6
• 99 feet between PM 8.8 and 8.9
• 350 feet between PM 12 and 12.1
• 160 feet between 13.5 and 13.6
• 0.25 miles between PM 13.6 and 14
• 82 feet between PM 14.9 and 15
Associated underground facilities will also be installed, including one #5 box and four #7
boxes. Additionally, the alignment runs adjacent to Rock Creek Dam, where approximately
200 feet of conduit, a pad mounted transformer, and a #2 box will be installed adjacent to
the highway near Rock Creek Dam.
Upper North Fork Feather
The project alignment continues North on SR 70 and interests the Upper North Fork Feather
License area near the PG&E Belden Powerhouse. Approximately 1,770 feet of alignment
and two # 7 boxes, will be installed between 14.7 and 15.1. Additional alignment will be
installed adjacent to the Belden Powerhouse along with a #7 box, a #5 box, a pad mounted
junction and a pad mounted transformer.
To underground these facilities, PG&E will use a combination of trenching and boring along
the midline of SR 70. In accordance with Caltrans’ request, PG&E will bore underneath all
culverts and drainages that intersect with the path; no open trenching or replacement will
take place at culvert locations. The standard trench depth will be at least 42 inches below
ground and average 24 inches in width. PG&E estimates the maximum depth of the trench
will be approximately 110 inches below ground. The underground pipe will be
approximately three to six inches in diameter.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
3
All work areas will be accessed from SR 70, established driveways, or disturbed areas along
SR 70 or private property. Specific staging areas are currently being established by the team.
Construction equipment may include one or more excavator, backhoe, front-end loader,
boring machine, dump truck, vacuum truck, road sweeper, water truck, air compressor, rock
saw, drum roller, compactor, paving machine, crew trucks, line/bucket trucks, flatbed trucks,
light tower, and miscellaneous hand tools.
1.4 Specialized Construction Techniques and Equipment
Horizontal Directional Drilling (HDD) with an All-Terrain HDD machine with air hammer
attachment. Open trench excavation with rock trencher and/or rock wheel.
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
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
4
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,
and 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.
2.1.4 Constructor
The constructor for this project is MGE Underground. 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
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
5
The organization chart in Appendix A identifies the QCIP personnel involved in this project. The
responsibilities of QCIP personnel assigned to this p roject 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 p roject 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), EOR,
license compliance lead, and environmental lead.
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:
• performs and/or coordinates inspection and testing according to this QCIP;
• 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;
• may perform environmental inspections in accordance with the Environmental Release
to Construction (ERTC) and under the direction of the environmental lead;
• immediately notifies the license compliance and/or environmental lead of potential
regulatory nonconformance or environmental deficiency issues;
• immediately notifies the license compliance and/or environmental lead of inspections
performed by regulatory agencies;
• provides documentation of tests and reports with all discrepancies identified;
• provides field markups for preparation of as-built drawings;
• notifies the QC manager of any stop-work or recommendation to stop work resulting
from an adverse quality condition;
• may issue nonconformance reports and environmental deficiency reports in coordination
with the appropriate lead or subject matter expert; and
• 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
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
6
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 EOR, PM, environmental lead, license compliance lead, and the
constructor. The field inspector provides inspection and test reports to the 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, EOR, 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 /or
EOR for design and technical oversight of the project. The engineering manager acts on behalf of
PG&E as the licensee. At the end of the project the engineering manager provide s 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, EOR and QC manager.
Authorities: The engineering manager has the authority to assign the RE and EOR based on the
scope of work for this p roject.
2.3.4 Engineer of Record
Responsibilities: The EOR:
• provides engineering design drawings and specifications for the project components in
accordance with the project design requirements and acceptable industry, regulatory, and
professional standards;
• provides oversight and engineering support during construction to confirm that the
completed project is in accordance with the design intent;
• reports identified situations that are noncompliant with the design drawings and
specifications to the PM and field inspector for action;
• reviews inspection reports and material testing reports;
• approves design and field changes;
• manages resolution of engineering issues that may arise during construction, including
design changes and identified construction deficiencies or nonconformance ;
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
7
• 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
• coordinates activities with other departments regarding engineering, geotechnical, and
design issues.
At the end of the p roject the EOR provides a Certification of Construction attesting that the
construction was in accordance with the design intent.
Lines of Communication: Has direct communication with the field inspectors and PM on
matters associated with QC.
Authorities: The EOR :
• 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;
• has the authority to approve and reject the constructor’s work; and
• has the authority to stop work for activities that are noncompliant with the design
drawings or specifications.
2.3.5 Dam Safety Engineer
Responsibilities: The DSE reviews and accepts the EOR’s and other consultants’ project
engineering and design. The DSE, in conjunction with the EOR , also coordinates with FERC and
DSOD on project submittals, engineering issues, and design changes.
Lines of Communication: Has direct reporting relationship to the deputy chief dam safety
Engineer. Has interactive communications with the EOR, PM, and regulatory agency
representatives.
Authorities: Accepts the EOR’s engineering design, specifications, and design changes for
submittal to FERC and DSOD. The DSE 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.
2.3.6 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.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
8
Lines of Communication: Has direct reporting relationship to PG&E’s project management
supervisor and manager of project management. Has direct communication with the EOR,
quality control manager, license compliance lead, environmental lead, and constructor.
Authorities: The PM has the authority to approve or reject work and coordinate all project
activities.
2.3.7 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, EOR, 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 lice nse condition.
2.3.8 Environmental Lead
Responsibilities: The environmental lead:
• manages PG&E’s environmental compliance process;
• with on-site support by the field inspector, confirms construction activities follow the
ERTC and resource agency permit conditions;
• performs periodic inspections and involves environmental SMEs as needed;
• obtains and manages contracts for environmental monitors and other environmental
support, as needed;
• 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;
• assists the field inspector in issuing environmental deficiency reports; and
• 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 EOR.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
9
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
A PG&E Geosciences Engineer will be present for monitoring during any project excavation,
backfilling, and compaction activities being performed within 200 feet of the dam and/or
powerhouse. The PM or EOR will coordinate these inspections. The PG&E Geosciences
Engineers are included in the Appendix A organization chart and their resumes are included in
Appendix B.
2.5 Lines of Communication and Authority
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 EOR has the
authority to approve or reject work. The field inspector communicates directly with the 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:
• QC manger,
• Field inspector,
• EOR, and
• DSE / SME
The following personnel have authority to recommend stop work to the EOR or field inspector
because of adverse environmental or license condition s:
• License compliance lead and
• 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.
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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.
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 p roject.
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 on-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.
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Quality Control Inspection Program
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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.
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
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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.
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:
• date
• all relevant activities of the field inspector and constructor for the reporting day
• pertinent conversations with the constructor and instructions given to constructor
• inspections, acceptances, and rejections
• factual comments within field inspector’s area of responsibility
• detailed record of work performed by the constructor
• problems (e.g., relating to installation, design, equipment, damages, claims, quality)
• details of labor, equipment usage, and standby equipment hours
• weather conditions
• work delays, reasons, and remedial actions
• change order information
• safety observations or infractions brought to the constructor’s attention
• details (e.g., quantities, clearances) recorded or observed by field inspector
• field inspector’s name and signature
• photographs (i.e., construction progress photos)
The 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:
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• Initiation: The field inspector will immediately notify the RE, EOR, and constructor of
the nonconformance condition related to construction quality. If the nonconformance is
related to a license condition the license compliance lead should also be notified
immediately.
• 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
• Field inspector will, within 1 calendar day,
complete the initial portion of the
nonconformance report (NCR) by documenting
the location, date, and description of the
discrepancy and submit a copy of the report to
the constructor, EOR, license compliance lead,
DSE or SME, and PM
• EOR will develop the corrective action in
coordination with the constructor, PM, Quality
Control Manager, license compliance lead, and
the appropriate regulatory agencies.
• If applicable, the license compliance lead, EOR,
and DSE or SME, will obtain the appropriate
• 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.
• 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, 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.
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Additional reporting required as part of the regulatory authorization for this project are listed
below:
• Final construction report (FCR)
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.
• Daily Inspection Report: PM and EOR
• Inspection and Hold Point Checklist: PM and EOR
• Material Test Report: field inspector, EOR, PM, and constructor
• NCR: field inspector, PM, EOR, DSE/SME, QC manager, constructor, and license
compliance lead
• 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 T raining and Supervision
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
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Quality Control Inspection Program
15
The 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.
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
TBD
6.4 Adequacy of On-Site Laboratory
The following field tests will be performed in accordance with the applicable ASTM and
Caltrans standards.
Standard Test Description
ASTM
D1557 of Soil
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6.5 Adequacy of Off-Site Laboratory
Not applicable.
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 will be specified in the
ERTC . The ERTC was developed for the scope of work defined in the construction drawings.
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. The project is a result of the Dixie Fire and PG&E has obtained a
SWPPP that covers all the projects as part of the Dixie Fire rebuild effort, so this project will be
covered by WDID # 5R32C396520.
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:
• FERC authorization is required for project construction.
• Caltrans Encroachment permit obtained.
• Authorization received by the Plumas National Forest Service.
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7.5 Frequency of Inspections
The frequency of environmental inspections by the field inspectors and the environmental lead
will be specified in SWPPP. Also, inspections will also occur to ensure the crew is properly
follow the ESA avoidance areas that are called out in the drawings and are in proper condition in
the field.
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.
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:
• 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.
• 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).
• 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
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Quality Control Inspection Program
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inspector will inspect the corrected construction for compliance with environmental
requirements.
• 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.
8. SCHEDULE
8.1 Start and Finish Dates
Proposed Start Date: July 31, 2023
Proposed Finish Date: December 31, 2025
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.
# Activity Description Schedule
1 Trench, install, & backfill UG facilities – PH 3 Sep 2023 – Jul 2025
2 Trench, install, & backfill UG facilities – PH 1 Sep 2023 – July 2025
3 Trench, install, & backfill UG facilities – PH 4 Aug 2024 – Aug 2025
4 Trench, install, & backfill UG facilities – PH 2 Sep 2024 – Aug 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 #: 20240702-5042 Filed Date: 07/02/2024
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Quality Control Inspection Program
1
APPENDIX A
QCIP ORGANIZATION CHART
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
PROJECT ORGANIZATION CHART
(1) AUTHORITY TO STOP WORK DUE TO ADVERSE QUALITY, EVIRONMENTAL, or LICENSE CONDITIONS. RESUMES ATTACHED IN APPENDIX B.
(2) AUTHORITY TO RECOMMEND STOP WORK DUE TO ADVERSE ENVIRONMENTAL OR LICENSE CONDITIONS. RESUMES ATTACHED IN APPENDIX B.
CONSTRUCTOR
MGE Construction
LICENSE
COMPLIANCE LEAD
Chadwick McCready
ENGINEER -OF-
RECORD (EOR) (1)
David Mowry
GEOSCIENCES
ENGINEER(1)
Steen, Hannah Curran,
Brian Albin, Joseph de
Larios, Mutaz Mihyar
John Carmichael, Curtis
Friedrichs, Geoff Chadwick,
Destaneigh Moore, Cory
Branker, Graham McCulloch
DAM SAFETY
ENGINEER
Kaitlyn Daniels
PROJECT MANAGER
Michael Shaeffer QUALITY CONTROL
MANAGER/LEAD(1)
Larry McKee
ENGINEERING
MANAGER/LICENCEE
Joe Landucci
DIRECTOR
Paul Standen
DEPUTY CHIEF DAM
SAFETY ENGINEER
Robert Ellis
ENVIRONMENTAL
LEAD(2)
Jennifer Everett
LABORATORY
TESTING
TBD
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
APPENDIX B
RESUMES FOR QCIP PERSONNEL WITH
STOP-WORK AUTHORITY
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
• Program Management
• Operation Facilities
• Site Development
• Value Engineering
• Cost Estimating
• Water Storage & Conveyance
Facilities
• Roadways
• Bridges
• Grading & Drainage
• QCIP Support
Professional Expertise:
Registration:
Civil Engineer
• State of California No. 54414
• State of Arizona No. 62073
• State of Nevada No. 21870
• State of Washington No. 53444
• State of Hawaii No. 16990
Education:
B.S. in Civil Engineering,
Idaho State University
Affiliations:
• American Council of Engineering
Companies, California, Member
• Association of California Water
Agencies, Member Representative
• American Public Works
Association, Member
• American Concrete Institute,
Member
Education & Affiliations:
32 YEARS OF EXPERIENCE
Acting as a Principal in Charge and Program Manager, Dave has served
as a trusted advisor to a wide variety of public agencies, regulated
utilities, private developers, and Fortune 500 companies. Under his direct
leadership, Blair, Church & Flynn project teams have saved clients millions
of dollars with innovative designs, delivered critical projects ahead of
schedule, won national awards for engineering excellence, and been
consistently ranked by clients as a top consultant. With over 30 years
of experience, Dave’s professional resume is very well-rounded: He has
managed a variety of assignments, including planning community-wide
infrastructure, overseeing comprehensive engineering programs, performing
value engineering, and preparing comprehensive construction documents.
With a simple and straightforward style of project management, his
goal is to establish a clear line of communication, as well as provide
clients with visible and known project representatives prepared to assist,
advise, and be held accountable. Dave believes that this attitude is
fundamental to a successful project on every level, from scheduling and
budgeting, to design document preparation and construction management.
Acting as a Principal in Charge, Dave has served as a trusted advisor to a
wide variety of regulated utilities, including Pacific Gas & Electric (PG&E) and
Southern California Edison (SCE). In fact, he has assisted both PG&E and SCE
in multi-million dollar improvements for power generation and hydroelectric
infrastructure and facilities throughout their entire territories.
Relevant Project Experience Includes:
• SCE Florence Lake Dam Low-Level Outlet & Access Improvements
• SCE FERC Relicensing Dam & Spillway Modifications
• SCE Big Creek Dams 4, 5, 6 & 7 Debris Barriers
• SCE Thompson Reservoir Outlet Structure & Dam Improvements
• SCE Florence Dam Buttress Repair
• SCE Kern River Fairview Dam Regulatory Release Improvements
• SCE Tule Powerhouse Intake Siphon
• PG&E Tiger Creek Powerhouse Forebay Trash Rake Improvements
• PG&E Relief Dam Helipad Access & Safety Improvements
• PG&E Drum Powerhouse Penstocks Safety Improvements
• PG&E Tule River Project Wood Stave Pipe Replacement
• PG&E Pit 7 Dam Spillway Training Wall Improvements
• PG&E Kerckhoff Dam Instream Flow Release Upgrades
David Mowry, PE
Civil Engineer | Power Generation & Hydroelectric Infrastructure
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
For more than 30 years,
Dave has personally
designed hundreds
of power generation
infrastructure projects
amounting to hundreds
of millions of dollars
in construction. He
can reliably meet tight
schedules, and has
successfully completed
complex hydro
projects on-time and
under-budget.
Additional Hydro Project
Experience:
Big Creek Powerhouse 2A High
Pressure Pipeline Evaluation &
Modernization
SCE Northern Hydro Division
Big Creek, California
Tule Powerhouse Siphon
SCE Eastern Hydro Division
Springville, California
Portal Forebay Regulatory Release
Structure Improvements
SCE Northern Hydro Division
Big Creek, California
Kern Powerhouse Diversion Concrete
Gate Enclosure Improvements
Pacific Gas & Electric Company
Kaweah Powerhouse One and Two
Intake Modifications
Southern California Edison Eastern
Hydro Three Rivers, California
SJIA Powerhouse - 60” Penstock
Coupler Leak Repair
Pacific Gas & Electric Company
Madera County, California
Bishop Creek Powerhouse Improvements | Southern California Edison | Inyo County, CA
Principal in Charge / Project Manager responsible for assisting Southern California Edison’s Eastern Hydro
with design services for the Bishop Plant 3 in Inyo County, California. The 90 year old retaining wall that led
to the powerhouse was failing. Our services included demolition plans for the existing stacked rock retaining
wall and pavement, rock wall stabilization, earthwork, design of reinforced concrete retaining wall, technical
specifications for the retaining wall formliner and staining, design of vehicular guard rail, as well as design of
pavement and roadway improvements.
David Mowry, PE - Additional Relevant Experience:
Florence Dam Arch, Spillway & Gates Improvements / SCE - Florence Lake, CA
Principal in Charge / Project Manager responsible for overseeing engineering and design services for the
repair and improvements to significant concrete spalling on the arches of Florence Lake dam. This included
assisting with agency permits/approvals, and providing concrete coating repairs to all areas with spalled
concrete. Also responsible for recoating two 51’ wide radial drum gates, and all exposed steel components
of the gates. For the spillway we managed lead pain removal/abatement from all exposed steel components,
installed Carboline epoxy coating system to steel components, prepped the downstream concrete surface,
and applied high strength concrete coating to the downstream concrete surface.
Lake Valley Dam Low Level Outlet Improvements / Pacific Gas & Electric - Placer County, CA
Principal in Charge / Project Manager responsible for improvements to PG&E’s Lake Valley Dam, located in
Placer County, CA. The 30-inch-diameter Low Level Outlet (LLO) pipe was located in a 420-foot-long unlined
rock tunnel through the left abutment and in 2007 was replaced with a new steel pipe, concrete cutoff plug,
and steel bulkhead gate. It was later determined the retrofit of the plug and bulkhead was not in compliance
with DSOD design criteria for permanent hydraulic steel structures. It was also noted during inspections the
condition of the pipe is deteriorating with corrosion and pitting at the interior surface. An alternatives analysis
evaluation was prepared in 2017 and it was decided to move forward with the alternative to demolish the
steel hatch and replace the existing steel pipe. Blair, Church & Flynn assisted PG&E with design efforts to
replace the pipe from just downstream of the concrete block near the bifurcation to the downstream tunnel
portal.
Gem Lake Mid-Level Outlet Valve Replacement / SCE Eastern Hydro - Gem Lake, CA
Principal in Charge / Project Manager for improvements to the structural integrity of the Gem Lake mid-level
outlet, a 36-inch diameter pipeline, approximately 100 feet in overall length, that consists of two in-line
gate valves and an instream flow release (IFR) pipeline. Responsible for the design of a valve shelter around
the new fixed-coned valve for protection from environmental exposure, including heavy snow loading. In
addition, For easy flow control, a valve remote control system will be implemented and tied into the existing
SCADA system.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Robert McManus, PE, GE
Geotechnical Engineer
Email: robert.mcmanus@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 530-526-0075
PUBLICATIONS
McManus, R. A., K Higgins, and E.A. Steen. 2021. Temperature Effects
on Leakage from a Concrete Lined Power Tunnel. United States
Society on Dam (USSD) Annual Conference Proceedings.
McManus, R. A. and D. Kennedy. 2018. Geologic and Geotechnical
Considerations for Condition Assessments o f Unlined Spillways in
the Sierra Nevada, California. Association of State Dam Safety
Officials (ASDSO) Annual Conference Proceedings.
McManus, R. A. 2011. 90 Years of Characterization, Monitoring and
Evaluation of a 500-Meter-High Slope on Sheared Metavolcanics.
American Rock Mechanics Association (ARMA)
McManus, R. A. and C. S. Ahlgren. 2000. Seepage Problems in Dams
Related to Early Construction Practices. U.S. Committee on Large
Dams Annual Conference.
McManus , R. A.. 1999. Measurement of Tainter Gate Trunnion
Displacements. WaterPower ’99.
McManus , R. A. and A. Bro. 1999. Geotechnical Investigation of the
Mélange Foundation of Scott Dam. WaterPower ’99.
PROFESSIONAL SINCE: 1978
LICENSES
• California Licensed Geotechnical
Engineer (No. 2109)
• California Licensed Civil Engineer
(No. 31953)
EDUCATION
• M.S., Geotechnical Engineering
University of California, Berkeley, CA,
1978
• B.S., Civil Engineering
University of California, Berkeley, CA,
1977
PROFESSIONAL SUMMARY
Robert McManus has over 40 years of experience in geotechnical
engineering of facilities for the hydro power industry in central and
northern California. He combines a practical background of
geotechnical construction, exploration, testing, and instrumentation
with analysis capability in areas such as dam safety, slope stability,
seepage, and tunnel evaluation:
• Rock and soil mechanics of natural slopes and embankments
• Risk assessment of unlined and lined spillways
• Seepage evaluation and m itigation for dams, tunnels, and other
water conveyances
• Installation and analysis of geotechnical instrumentation for
dams and water conveyances
• FERC Part 12D inspections and p otential failure mode analyses
(PFMA)
• Geohazard evaluation – Identifies, inspects, and evaluates
geohazards as they relate to dam safety
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Robert McManus, PE, GE
Geotechnical Engineer
Email: robert.mcmanus@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 530-526-0075
2
Avila, R; McManus, R.A. Yu, A.; Wilkes, J.A. 2018. Helms Pump Storage Penstock Access Tunnel
Rehabilitation: Waterproofing a Hydraulic Tunnel Under 1,800+ Feet (550+ Meters) of Static Water
Pressure. HydroVision 2018
Bogdanovic, A., R. Bowers, K. K. Leung, D. Mack, R. A. McManus, and M. Monaghan. 2012. Facility for
Instream Flow Release Compliance at Pit 3 Dam. HydroVision, 2012.
PROJECTS
• Scott Dam (Lake Pillsbury) 1985 to Present
PG&E, Principal Geotechnical Engineer
Evaluated of the strength of mélange rock foundation of Scott Dam, Lake Pillsbury, CA. Supervised
coring of very sensitive and fragile rock and triaxial testing of undisturbed cores in dozens of borings.
Installed inclinometers and piezometers in the dam and a large landslide complex on the left abutment.
Interpreted results of the instrumentation to evaluate dam risk.
• Lake Fordyce Dam 1997 to Present
PG&E, Principal Geotechnical Engineer
Led program to explore and grout 1911 concrete cutoff wall in the toe of Lake Fordyce Dam, a
combination rock and earthfill dam. Directed efforts to mitigate seepage through the earthen core
including alternative selection, constructability, and risk evaluation of internal erosion failure modes.
Developed method to analyze where in dam seepage is occurring using only one point of downstream
seepage measurement. Acted as geotechnical subject matter expert (SME) for design and construction of
toe buttress and impermeable membrane, and a large cofferdam.
• Spillway Assessment and Improvement Program (SAIP) 2021 to 2022
PG&E, Principal Geotechnical Engineer
Served as the geotechnical lead on spillway evaluations for six dams: Butt Valley, Crane Valley,
Courtright, Kidd Lake, Relief, and Wishon Dams. For all six, reviewed and commented on the baseline
geotechnical reports prepared by engineering consultants. Acted as PG&E geotechnical SME on the
alternatives selection team to evaluate and choose a preferred alternative for design on the first three
dams.
• Emergency Spillway Evaluations 2017 to 2018
PG&E, Principal Geotechnical Engineer
Served as geotechnical SME for evaluation of about 30 lined and unlined spillways in the Sierra
Nevada. Reviewed field investigation reports and was geotechnical SME in specialized PFMA sessions
for all of the spillways and performed final geotechnical review of all reports before submittal to FERC.
• Rock Creek, Cresta, Pit 6, Pit 7 Dams 1988 to 1989
PG&E, Sr. Geotechnical Engineer
Directed and participated in program to sample the foundations and install instrumentation in four
concrete gravity dams in northern California. Directed shear testing of the dam/foundation contact and
strength testing of concrete and foundation and interpreted results. Supervised installation of
piezometers to measure uplift pressure and interpreted the results.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Robert McManus, PE, GE
Geotechnical Engineer
Email: robert.mcmanus@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 530-526-0075
3
• Canyon Dam (Lake Almanor) 1997
PG&E, Sr. Geotechnical Engineer
Led field effort to investigate and mitigate increased seepage and sediment transport from the
downstream toe of a very large hydraulic fill dam. Evaluated risk of dam failure.
EMPLOYMENT HISTORY
PG&E Geosciences Department, Principal Geotechnical Engineer 2000 to Present
• Geotechnical SME for PG&E Power Generation, primarily for the hydroelectric system, and other lines
of business including gas and electric transportation and distribution.
• Respond to Dam Safety requests for geotechnical support on FERC, DSOD, and/or Part 12D
recommendations. Includes both leading/authoring analyses and reports and reviewing others’ analyses
and reports.
• Act as geotechnical SME for dam risk evaluations including FERC Part 12 PFMA and special spillway
and internal erosion PFMA sessions
• Perform geotechnical instrument data analyses for PG&E’s hydroelectric portfolio to understand site
behavior, identify problems, and design repairs or modifications.
• Perform geohazard risk evaluation (landslide and rockfall) for PG&E’s Power Generation portfolio
PG&E Technical and Ecological Services Department 1983 to 2000
Sr. Geotechnical Engineer
• Performed and directed geotechnical field investigations, instrument installation and analysis, and
laboratory testing of rock and soil. Developed an easily transported fly-in drill rig for difficult access
dam exploration work.
• Led a team of 20 engineers, geologists, and technicians for geotechnical investigation of PG&E’s hydro
system and many water agency dams (Placer County Water Agency, South Feather Water and Power
Agency, Yuba County Water Agency, Nevada Irrigation District). Developed internal software and
hardware for collection of field instrumentation data and improved interpretation of inclinometer
readings. Directed PG&E lab capable of soil and rock testing including state-of-the-art static and
dynamic triaxial testing.
PG&E Civil and Hydro Construction Department, Civil Engineer 1978 to 1983
• Acted as field engineer, reviewed submittals, inspected work, and performed geotechnical investigations
for the Helms Pumped Storage Project. Directed geotechnical investigations, testing. instrument
installation and monitoring, and concrete laboratory operations for a team at the Kerckhoff 2
underground hydroelectric and tunnel projects.
PROFESSIONAL MEMBERSHIPS
• ASDSO
• USSD
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Emily Steen, P.E., G.E.
Geotechnical Engineer
Email: emily.steen@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 415.314.3805
1
PUBLICATIONS
McManus, Robert, Katie Higgins, Emily Steen. 2021. Temperature
Effects on Leakage From a Concrete Lined Power Tunnel. USSD
2021 Annual Conference Proceedings. 15 Pages.
Kottke, Albert, Chris Madugo, Emily Steen, Jennifer Donahue, Stephen
Thompson, Nora Lewandowski. 2021. Deterministic Seismic
Hazards Results Report – PG&E System-wide Hydro Risk Project.
PG&E Internal Report: 2698 Pages.
Steen, Emily. 2017. Pit 1 Forebay Dam – Investigation of Suspected
Seepage and Damaged Piezometer. PG&E Internal Report: 21
Pages.
PROFESSIONAL SINCE: 2008
LICENSES
• California Licensed Civil Engineer
(No. 78382)
• California Licensed Geotechnical
Engineer (No. 3100)
EDUCATION
• M.S., Geotechnical Engineering
University of California, Berkeley, CA,
2014
• B.S., Civil Engineering
Cal Poly, San Luis Obispo, CA, 2008
TRAINING
• FERC-sponsored SQRA/RIDM
training course, offered by AEG, April
2019, Denver, CO
PROFESSIONAL SUMMARY
Emily Steen has 13 years of experience in investigations, studies,
design, and construction of dams, with the following expertise:
• Part 12D Inspections and Potential Failure Mode Analyses
(PFMA) – Participate as a geotechnical and instrumentation
subject matter expert (SME ) on the inspection and PFMA teams
• Instrumentation – Install, maintain, and repair geotechnical
instrumentation, including legacy instruments and new state of
the art automated instrumentation systems
• Data Analysis – Evaluate manual and automated instrument data
to understand dam behavior and performance, investigate
problems, and design repairs and improvements
• Geohazard Evaluation – Identify, inspect, and evaluate
geohazards as they relate to dam safety
• Seepage and Slope Stability Analyses – Evaluate seepage and
slope stability using hand calculations and/or published computer
programs (e.g. Slide by Rocscience)
• Dam Repairs/Modifications – Participate as a geotechnical
reviewer on engineering teams evaluating and selecting repair
alternatives, and designing and constructing the selected
alternative, including seepage mitigation projects and spillway
enlargement projects
• Drilling Program Plans (DPP) – Plan and develop drilling
programs incorporating dam safety considerations
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Emily Steen, P.E., G.E.
Geotechnical Engineer
Email: emily.steen@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 415.314.3805
2
Steen, Emily. 2018. Evaluation of Sediment from Weir M19A and Procedure to Monitor at Lake Tabeaud
Dam. PG&E Internal Report: 9 Pages.
Steen, Emily. 2019. Stability Evaluation of the Lake Tabeaud Dam Spillway Weir. PG&E Internal Report: 37
Pages.
PROJECTS
• Lower Blue Lake Dam Seepage Mitigation 2021 to Present
PG&E, Internal Geotechnical Reviewer
Project to mitigate embankment and foundation seepage. Served as an internal geotechnical and
instrumentation reviewer of deliverables from the consulting engineer including data analysis,
alternatives analysis, selection of a preferred alternative, and preliminary design, with final design and
construction anticipated through 2024. Helped identify alternate (non-reservoir) source of seepage using
available piezometer and weir data to influence design choices. Participated in construction PFMA to
evaluate vulnerabilities of selected alternative.
• Tiger Creek Regulator Dam New Spillway 2019 to Present
PG&E, Internal Geotechnical SME
Project to create a new spillway to accommodate increased probable maximum flood flows. Served as
the geotechnical SME on an internal SME team. Participated in the final alternatives analysis phase to
select the preferred solution considering engineering, safety, and operational factors. Worked with
engineering consultant to develop the Drilling Program Plan (DPP) for two phases of investigation.
Reviewed and commented on preliminary chute alignment and plunge pool design based on results of
computer and physical modeling and geologic conditions at the site. Project will include final design and
construction through 2025.
• Spillway Assessment and Improvement Program (SAIP) 2021-2022
PG&E, Internal Geotechnical SME
FERC-required program to evaluate and mitigate identified deficiencies in a subset of PG&E spillways
based on lessons learned from the Oroville Spillway incident. Served as the geotechnical lead on these
evaluations for four dams: Belden Forebay Dam, Bucks Storage Dam, North Battle Creek Dam, and
Lake Valley Dam. For all four, reviewed and commented on the baseline geotechnical reports prepared
by engineering consultants. Also participated on the alternatives selection team to evaluate and choose a
preferred alternative for design on the first three dams.
• Courtright and Wishon Dams Seismic Instrumentation Feasibility Study 2021
PG&E, Technical Lead
Response to a Part 12D recommendation to install seismic instrumentation at Courtright and Wishon
Dams. Assembled and lead a small team with expertise in seismic instrumentation and seismic hazard to
evaluate the feasibility of implementing a seismic instrumentation solution. Determined that a hybrid
strong- and weak-motion instrumentation solution would best suit the dam safety needs fo r the two
dams. The study will be used as a pilot to pursue seismic instrumentation across the PG&E dam
portfolio.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Emily Steen, P.E., G.E.
Geotechnical Engineer
Email: emily.steen@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 415.314.3805
3
• Lake Tabeaud Dam Responses to 2017 Part 12D Recommendations 2018
PG&E, Geosciences Technical Lead
Response to four Independent Consultant (IC) recommendations from the 2017 Part 12D report. IC
recommendations related to embankment foundation seepage, spillway erosion, embankment seismic
stability, and spillway ogee weir stability. Led the Geosciences team who worked on the analyses.
Reviewed analyses, conclusions, recommendations, and reports. Authored the analyses and report for
the ogee weir stability evaluation.
• Caribou 2 Penstock Instrumentation Upgrade 2016-2018
PG&E, Internal Instrumentation SME
Project to upgrade and modernize the extensive automated instrumentation network at Caribou 2
Penstock (the Caribou 1 and 2 Penstocks serve as the de facto low-level outlet for Butt Valley Dam).
The instruments monitor penstock and ground displacement from a landslide under the penstock.
Oversaw and reviewed the design of the new system by an engineering consultant. A major
consideration during construction was how to continue safely monitoring the penstock during the cut-
over from the old to the new system .
EMPLOYMENT HISTORY
PG&E Geosciences Department, Civil and Geotechnical Engineer 2009 to Present
• Manage Geosciences response to Dam Safety requests for geotechnical support on FERC, DSOD,
and/or Part 12D recommendations. Includes both leading/authoring analyses and reports and reviewing
others’ analyses and reports.
• Manage the Seismic Studies Program, including preparation of the updated seismic hazard results for the
169 dams in the PG&E portfolio.
• Perform geotechnical instrument data analyses for PG&E’s hydroelectric portfolio to understand site
behavior, identify problems, and design repairs or modifications. Includes managing two sites with over
100 automated instruments each.
• Perform geotechnical analyses using hand calculations and/or computer programs for foundations, slope
stability, seepage, etc.
• Perform geohazard evaluation (landslide and rockfall) for PG&E’s hydroelectric portfolio
PG&E Substation Design, Entry Engineer 2008 to 2009
• Design and evaluate substation foundations and structures
• Serve as a field engineer during two major substation construction projects
• Participate in evaluations and inspections, and write inspection reports, of geohazards at various PG&E
facilities while on a 4-month rotation with the Geosciences department
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Hannah Curran, PE
Civil Engineer
Email: Hannah.curran@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 510-685-5870
1
PUBLICATIONS
Stewart, J .P, Wagner, N., Murphy, D., Butkovich, J., Largent; M., Nouri,
H. Curran, H., Maffioli, D., Egan, J.A. 2023 . Foundation
Settlement and Tilt of Millennium Tower in San Francisco,
California . Journal of Geotechnical and Geonvironmental
Engineering. Unpublished Manuscript.
Wagner, N., Largent, M., Curran, H., Murphy, D., Butkovich, J., Nouri,
H., Stewart, J.P., Egan, J.A.. 2022. Foundation Performance of the
Millennium Tower in San Francisco, California: One-Dimensional
Settlement Analyses. Proceedings of the Geo-Congress 2022,
ASCE, Charlotte, NC, March 20-23.
PROFESSIONAL SINCE: 2016
LICENSES
• California Licensed Civil Engineer
(No. C 89768)
EDUCATION
• M.S., Geotechnical Engineering
University of California, Davis
2016
• B.S., Civil Engineering
University of California, Davis
2014
PROFESSIONAL SUMMARY
Hannah Curran is a registered professional civil engineer with six
years of geotechnical engineering experience in Central and Northern
California. Prior to joining PG&E, she garnered five years of
geotechnical consulting experience providing complex engineering
support for a variety of geotechnical and seismic hazard projects for
public and private entities alike including PG&E. She has provided
geotechnical engineering recommendations and guidance for projects
from the feasibility study through construction and provided field
inspection and construction observation for civil and geotechnical
projects including:
• Geotechnical drilling, sampling, and logging
• Static and seismic slope stability evaluations for earth and
rockfill embankment dams
• Liquefaction susceptibility analyses for embankment dams
• Seepage evaluation and mitigation for dams, tunnels, and other
water conveyances
• Installation and analysis of geotechnical instrumentation for
dams and water conveyances
• FERC Part 12D inspections and p otential failure mode analyses
(PFMA)
• Geohazard evaluation – Identifying, inspecting, and evaluating
geohazards as they relate to dam and asset safety
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Hannah Curran, PE
Civil Engineer
Email: Hannah.curran@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 510-685-5870
2
Nouri, H., Butkovich, J., Wagner, N., Largent, M., Curran, H., Murphy, D., Stewart, J.P., Egan, J.A.. 2022.
Foundation Performance of the Millennium Tower in San Francisco, California: Three-Dimensional
Settlement and Tilt Analyses Proceedings of the Geo-Congress 2022, ASCE, Charlotte, NC, March 20-
23
Curran, H. M., Harvey, J.T., Wu, R.. 2018. Guidance for Selection of Unbound Pavement Layer Seasonal
Stiffnesses. Institute of Transportation Studies, University of California, Davis, Research Report UCD-
ITS-RR-18-26. https://escholarship.org/uc/item/4k2551p7.
PROJECTS
• Lower Blue Lake Dam Seepage Mitigation Project 2021 to Present
PG&E, Alpine County, CA
Slate Geotechnical Consultants, Project Engineer and PG&E, Civil Engineer
At Slate Geotech, was part of consultant team evaluating geotechnical data to design a seepage berm at
Lower Blue Lake Dam to mitigate embankment and foundation seepage. Analyzed geotechnical
subsurface data, developed dam cross sections and subsurface profiles, and performed static and seismic
slope stability analyses for sizing of proposed seepage berm. At PG&E has provided design review for
geotechnical aspects of project. Participated in construction PFMA to evaluate vulnerabilities of selected
alternative.
• Seismic Stability & Deformation Analyses of 11 Dams 2018 -2020
Nevada Irrigation District, CA
SAGE Engineers, Senior Staff Engineer & Slate Geotechnical Consultants, Project Engineer
Performed seismic stability evaluations of eleven earth and rockfill embankment dams owned and
operated by the Nevada Irrigation District (NID). Reviewed, organized, and cataloged pertinent
information for each of the dams using historic information. Used available information to describe
zoning, geometry, and material properties estimates for the embankment and foundation of all dams,
developed inputs for the slope stability models, performed post-earthquake stability and deformation
analyses on all dams, and helped write and assemble the engineering evaluation report.
• Calero Dam Seismic Retrofit Project 2016-2018
Valley Water, San Jose, CA
SAGE Engineers, Staff Engineer
Engineer responsible for many of the geotechnical and field tasks during the design of a seismic retrofit
of Calero Dam. The project includes the construction of a downstream stability buttress, raising the crest
of the main and auxiliary dams, and the construction of a new intake and outlet tunnel. The geotechnical
investigation included both land-based and over-water drilling using mud rotary and rock coring
methods. Downhole geophysics was performed to characterize the rock mass for the design of the new
outlet tunnel, buttress foundation excavation, and on-site borrow areas. Hannah c oordinated with
subcontractors, utility locators, and permitting entities for the field investigation phase, and assisted with
several aspects of the geotechnical field investigation, including soil borings, rock coring in Franciscan
Complex bedrock, geologic test pit logging, in-situ strength testing, and instrumentation monitoring.
Compiled field data and boring logs for use in the final data report; performed filter design calculations;
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Hannah Curran, PE
Civil Engineer
Email: Hannah.curran@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 510-685-5870
3
and evaluated rock strength properties. O rganized and compiled field data and laboratory testing results
and helped write and compile the geotechnical data report.
• FY 17 South Pacific Division – Sacramento District (SPK) Non-Project Levee Screenings
US Army Corps of Engineers, Northern California 2016
SAGE Engineers, Staff Engineer
Assisted the primary contractor in performing screenings on 19 non-project levee systems in the Central
Valley. Performed site walk downs and visual assessments along levees utilizing the Sacramento District
Flood Damage Reduction Segment Inspection Flowchart and USACE Inspection Checklist to help rate
levees and note any deficiencies observed during inspection such that information can be included into
the National Levee Database.
• Upper Blue Lake Dam Updated Stability Analysis 2017
PG&E, Alpine County, California
SAGE Engineers, Senior Staff Engineer
Performed a liquefaction susceptibility assessment and seismic slope stability evaluation of the existing
dam and subsequent retrofit design. The work was developed to respond to the Federal Energy
Regulatory Commission’s (FERC) request to impart an interim reservoir elevation restriction due to a
suspected seismic deficiency in the dam. The scope of the analysis included performing a sensitivity
analysis of the phreatic conditions within the embankment and foundation soils on the seismic
deformation potential of the dam. Provided engineering support, reviewed available background
information, compiled and synthesized reservoir level and piezometer data, developed analytical slope
stability models using survey data and available engineering drawings, performed post-earthquake
seismic stability evaluations to estimate allowable deformation for buttress sizing alternatives, and
performed filter and drain calculations for the proposed buttress.
• Geotechnical Investigation, Ground Motion Development & Construction of Base Isolated
Structure
Confidential Client, Atherton, CA 2018-2021
Slate Geotechnical Consultants, Project Engineer
Prepared geotechnical investigation report and developed geotechnical recommendations for the design
and construction of a base-isolated single-story building with a subterranean level. Assisted in a site
response analysis and the development of geotechnical recommendations, performed flexible pavement
recommendations, and prepared of the geotechnical report. Oversaw an additional subsurface
investigation at the site consisting of one CPT and associated pore pressure dissipation tests to confirm
groundwater conditions. Observed construction activities which included soil nail installation and
testing, drilled pier installation, and soil compaction.
• Geotechnical Investigation and Recommendations for San Francisco State University
Replacement Science Building
San Francisco State University, San Francisco, CA 2020-2021
Slate Geotechnical Consultants, Project Engineer
Responsible for a geotechnical field investigation coordination, logging of borings, laboratory sample
selection, and performing geotechnical engineering analysis for the design and construction of a new
science building. The field investigation included drilling four hollow-stem auger borings and obtaining
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Hannah Curran, PE
Civil Engineer
Email: Hannah.curran@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 510-685-5870
4
soil samples for index, strength, and corrosion testing. Data review included gathering and review of
readily-available information related to the subsurface conditions at and in the vicinity of the site,
including regional geologic maps, geotechnical studies by other investigators, and groundwater
monitoring well data. The engineering analyses included evaluation of seismic hazards and estimating
the magnitude of building settlement. Geotechnical recommendations for foundation design, flexible
pavement design, California Building Code site class and design spectral response acceleration
parameters, and construction considerations were developed and summarized in a geotechnical report.
EMPLOYMENT HISTORY
Geosciences Consultant, PG&E Geosciences Department 2021 to Present
• Provide geotechnical engineering services for PG&E Power Generation, primarily for the hydroelectric
system, as well as Diablo Canyon Power Plant.
• Respond to Dam Safety requests for geotechnical support on FERC, DSOD, and/or Part 12D
recommendations. Includes both leading/authoring analyses and reports and reviewing others’ analyses
and reports.
• Perform geotechnical inspections for construction including compaction observation and earthwork.
• Perform geotechnical analyses using hand calculations and/or computer programs for foundations, slope
stability, seepage, etc.
• Perform geotechnical instrument data analyses for PG&E’s hydroelectric portfolio to understand site
behavior, identify problems, and design repairs or modifications.
Slate Geotechnical Consultants 2018 to 2021
Project Engineer
• Engineer responsible for performing and planning engineering evaluations for a variety of geotechnical
and seismic hazard projects including PG&E Hydro Facilities, high rise structures, hospitals, schools,
and residential structures.
• Performed engineering calculations, prepared engineering report documentation, coordinated with
contractors, and reviewed and analyzed geotechnical data. On-site responsibilities included performing
geotechnical site investigation work (drilling and logging of soil and rock samples) and construction
observation (drilled pier installation, temporary shoring installation observation, soil compaction
observation).
SAGE Engineers (now Gannett Fleming) 2016 to 2018
Senior Staff Engineer
• Engineer responsible for performing engineering support for geotechnical and seismic hazard projects
for hospitals, dams, levees, and other structures. Helped perform geotechnical investigations and
screenings, prepare report documentation and figures for clients, coordinate with contractors, and
support other technical staff.
PROFESSIONAL MEMBERSHIPS
• American Society of Professional Engineers (ASCE)
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Brian Albin, PE
Civil Engineer
Email: brian.albin@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 707-291-1150
PUBLICATIONS
Albin, B., O. Kozaci, N. Sokol, A. Wade and R. Baradaran. 2021.
Comparison of Traditional and Emerging Technologies for
Assessing Slope Stability in an Urban Environment. American
Society of Civil Engineers Lifelines Conference.
Terzaghi, S, B. Albin, J. Smith, and N. Sokol. 2019. Developments in
Slope Stability: Case Histories from San Francisco. Slope 2019
Conference.
Dejong, J.T., C. Krage, B. Albin, and D. Degroot. 2018. Work-Based
Framework for Sample Quality Evaluation of Low Plasticity Soils.
Journal of Geotechnical and Geoenvironmental Engineering.
PROFESSIONAL SINCE: 2016
LICENSES
• California Licensed Civil Engineer
(No. 88969)
EDUCATION
• M.S., Geotechnical Engineering
University of California, Davis, CA,
2016
• B.S., Civil Engineering
University of California, Davis, CA,
2015
PROFESSIONAL SUMMARY
Brian Albin has 6 years of experience in geotechnical engineering
applied to a diverse range of projects across northern California. He
has a background in geotechnical construction and site exploration
techniques, construction observation, and geotechnical analysis in
areas such as foundation design, slope stability, seepage, and tunnel
design:
• Stability analyses for natural slopes and embankment dams.
• Seepage evaluation and mitigation for dams.
• Characterization of subsurface profiles for tunnel design.
• Site investigation techniques for characterization of geotechnical
parameters at dams.
• Foundation design and construction techniques for buildings and
electric transmission structures.
• Geo-seismic engineering, including time history development
and seismic stability assessments of embankment dams.
• Geohazard evaluations for water conveyance structures.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Brian Albin, PE
Civil Engineer
Email: brian.albin@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 707-291-1150
2
PROJECTS
• Pit 1 Levee 2021 to Present
PG&E, Civil Engineer
Performed a field evaluation of longitudinal and transverse cracking observed in the earthen
embankment comprising the Pit 1 levee. Evaluated historic geotechnical explorations to characterize the
peat soils underlying the levee and created several slope stabilities models at different reaches of the
levee to back calculate the observed slope failures. Used the calibrated slope stability models to design
the mitigating stability buttress constructed along the land side face of the levee.
• Lake Grace Dam 2022 to Present
PG&E, Civil Engineer
Led the geotechnical analyses to evaluate the seepage observed at Lake Grace Dam. Investigated the
potential cause of the observed seepage through evaluation of historic documents such as construction
photographs, field reports, and design documents. Modeled several dam sections to create calibrated
seepage models which approximately match the observed seepage behavior and piezometer data.
• Courtright Dam 2020 to 2021
PG&E, Civil Engineer
Served as the geotechnical lead on a seismic deformation assessment for Courtright Dam. Characterized
the rockfill and created a slope stability model to evaluate the yield acceleration. Used several
established empirical relationships to estimate the displacement of the dam when subjected to the design
ground motions.
• Balch Rock Slope Stabilization 2020 to 2021
PG&E, Civil Engineer
Led the geotechnical design of a rock slope stabilization scheme to protect workers during a high -risk
construction project adjacent to the Kings River. Conducted a field investigation to identify potential
hazard boulders, performed rock slope stability analyses, and designed a stabilization scheme to
temporarily stabilize the hazard boulders for the duration of construction. Supervised construction of the
rock dowels and anchorage components to verify proper construction techniques were used.
• Embankment Dam Velocity Program 2020 to Present
PG&E, Civil Engineer
Participated in a program to characterize the foundation material across the portfolio of PG&E
embankment dams as part of a portfolio wide risk evaluation. Planned and executed surface wave
geophysical investigations, including field identification of suitable test locations and supervision of
contractors to ensure appropriate data collection techniques.
• Silicon Valley Clean Water Gravity Pipeline 2018 to 2020
Arup, Civil Engineer
Led the field investigation for a large diameter wastewater tunnel in the Bay Area, including logging
boreholes and directing installation of field instrumentation. Participated in the tunnel design primarily
through statistical characterization of the subsurface soils along the tunnel alignment. Performed
construction observation during excavation of the vertical shafts.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Brian Albin, PE
Civil Engineer
Email: brian.albin@pge.com
Geosciences Department │ 300 Lakeside Drive │ Oakland, CA 94612 Phone: 707-291-1150
3
EMPLOYMENT HISTORY
PG&E Geosciences Department, Civil Engineer 2020 to Present
• Provide geotechnical services for PG&E Power Generation, gas transmission, and electric transmission
and distribution.
• Respond to Dam Safety requests for geotechnical support on FERC, DSOD, and/or Part 12D
recommendations. Includes both leading/authoring analyses and reports.
• Perform geohazard risk evaluation (landslide and rockfall) for PG&E’s Power Generation portfolio.
• Lead geohazard evaluations for levees intersecting the PG&E gas transmission portfolio in accordance
with standard of practice levee hazard evaluations from the USACE, DWR, and others.
• Civil construction support for PG&E Power Generation and PG&E gas transmission civil projects.
Arup 2016 to 2020
Project Engineer
• Performed and directed geotechnical field investigations, instrument installation and analysis, and
laboratory testing of rock and soil.
• Led construction observation for deep foundations and excavations for building basements and large
diameter shafts to facilitate TBM tunnel construction.
• Performed geo-seismic analyses for high-rise buildings and tunnels, including time history development,
1-D nonlinear site response analysis, and liquefaction evaluations.
• Led the design of deep and shallow foundation elements supporting a diverse range of structures.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Joseph C. de Larios, P.E., G.E.
Senior Professional
Joseph de Larios has 35 years of experience providing civil and
geotechnical engineering consulting services for a wide variety of
projects, including design and construction of surface impoundments,
embankment dams, water conveyance, deep foundations for high-
performance buildings and transportation structures, forensic studies of
the geotechnical aspects of distress in structures and utilities, and
development and execution of ground improvement programs. His
expertise includes development of subsurface investigation and
laboratory testing programs in challenging soil and rock conditions,
analysis of geotechnical field and laboratory data, preparation and
review of technical reports, development of designs, preparation of
construction documents, and managing owners’ construction QA/QC
programs.
Mr. de Larios has provided both field and office-based civil and
geotechnical support services during construction, including review of
submittals and responding to RFIs, observation of construction
activities and compliance testing (including earthwork, testing of deep
foundations, and post-testing for ground improvement programs), and
managing QA/QC programs. As the Engineer-of-Record or the
primary representative of the Engineer-of-Record during construction
of dam projects, his responsibilities have included assessing the
suitability of supplied materials, observation and acceptance of
embankment foundations, observation and evaluation of the
processing, placement, and compaction of fill materials (including
record testing of fill and rockfill), and evaluation of geotechnical
instrumentation and monitoring data.
PROJECT EXPERIENCE
Tuolumne Log Pond Dam Spillway Upgrade, Tuolumne Economic Development Authority, Tuolumne
City, CA. Field Engineer and engineering support during construction. The dam, which was constructed in 1912,
is presently under a reservoir level restriction from the Division of Safety of Dams (DSOD) because the existing
spillway is not designed to pass the design flood. The dam is comprised of a combination of cross sections,
including gravity sections constructed using primarily cyclopean concrete and an earth embankment supported by
and upstream retaining wall. The upgrade project includes constructing a new retaining wall section along the left
side of the dam, relocating an existing sanitary sewer line to a new bridge downstream of the dam, demolishing
and widening the existing spillway, and replacing the existing flashboard system with a labyrinth weir.
El Dorado Forebay Dam Improvements, El Dorado Irrigation District Pollock Pines, CA. Engineering
support and the Engineer-of-Record’s On-site Technical Representative, providing technical support to the
design team and the construction management team during construction. The project includes constructing a
downstream buttress, raising the dam crest approximately 10 feet, and improving and modifying the dam’s
appurtenant structures (e.g., emergency spillway, outlet controls and structures, seepage pump-back system).
Duties include performing periodic site visits to observe and evaluate conformance with the project plans and
specifications, including embankment foundation conditions, test fill construction, and QA/QC of test results.
Giumarra Parcel Spreading Facility, SSJMUD, Delano, CA. Engineer-of-Record and lead geotechnical
engineer during design and construction of new spreading basins on a 78-acre parcel, which SSJMUD acquired to
construct its first in-district recharge and recovery facility. GEI designed the spreading and recovery facility and
provided construction management services through completion of the project.
EDUCATION
M.S. Geotechnical Engineering,
University of California at Berkeley
B.S. Civil Engineering, Santa Clara
University
EXPERIENCE IN THE INDUSTRY
35 years
EXPERIENCE WITH GEI
6 years
REGISTRATION AND LICENSES
Geotechnical Engineer, CA No. 2349
Professional Engineer, CA No. C48965
PROFESSIONAL ASSOCIATIONS
Association of State Dam Safety Officials
ASTM International (Member, ASTM
Committee D18 on Soil and Rock)
Deep Foundations Institute
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Joseph de Larios, P.E., G.E. Page 2
Lauer Dam Rehabilitation, Bureau of Indian Affairs, Alturas, CA. Field Engineer during construction of a
new dam on an existing reservoir for the Pit River Tribe in Northern California. The new dam was constructed
immediately downstream of the original dam, which was constructed in 1895. The old dam was classified as a
“high hazard” potential dam and its outlet works are presently non-operational. The cross-section of the new dam
consists of up-and-downstream rockfill shells with a concrete wall at the dam centerline as the primary seepage
barrier. Challenges during construction included optimizing use of available on-site materials and managing
construction in a remote environment. The project is located in a large field of basalt bedrock where geologic
conditions change significantly over short distances, and creates challenges during material processing during
construction.
Lake Ranch Reservoir Outlet Works Improvements, San Jose Water Company, Santa Clara County, CA.
Geotechnical Engineer and On-site Technical Representative during construction of new outlet structures. Lake
Ranch Reservoir is a small (roughly 70 MG) reservoir in the Santa Cruz Mountains that was constructed between
1874 and 1876. The reservoir occupies a linear, topographic saddle within the San Andreas Fault zone and has
two relatively small earth dams at either end. The north dam is about 20- to 25- feet-high and about 685-feet-long,
with a crest width of about 30 to 50 feet. The outlet pipes under each dam were in various states of disrepair were
replaced with siphon pipes over/around both dams. The old outlet pipes were destroyed by grouting or removal.
The siphon at the north dam consists of a 12-inch-diameter pipe. At the south dam, the siphon consists of a 16-
inch-diameter pipe and a 4-inch-diameter pipe; the 16-inch pipe will function as the emergency siphon. The
siphons will be constructed using HDPE piping. The new outlet pipes are connected via an articulating joint to
floating intakes within the reservoir. Provided geotechnical recommendations for updating and clarifying
geotechnical aspects of the outlet design, including pipe encasement on slopes and design and construction of an
energy dissipation structure (at the siphon outlet) immediately adjacent to a fast-flowing mountain stream.
Culbertson Dam Seepage Mitigation Project, Confidential Client, Nevada County, CA. Engineer of
Record for design of dam modifications to control seepage through the dam and mitigate the risk of failure that
may result from excessive piping along preexisting seepage pathways. Prepared Basis of Design reports,
construction drawings, and “as-built” documents. Culbertson Dam is composed of zoned earth and rockfill,
typically separated by a buried masonry rock wall (located along the dam axis). The upstream face of the dam is
lined with reinforced gunite. The original dam was constructed in 1852 and has been modified and improved on
several occasions up through the 1980’s. The dam is approximately 255 feet long (along the crest) and 20 feet high
at the maximum section, with a maximum crest width of about 17.5 feet. The dam has a long history of seepage
issues.
Lyons Dam PTNL Erosion Sites, Confidential Client, Tuolumne County, CA. Senior Engineer and On-site
Technical Representative. Lyons Dam is a concrete single-arch dam constructed in 1930, with a height of 132
feet, and a crest length of 535 feet. The dam is founded on granitic rock, with the rock fractures at varying
intervals. The dam has been over-topped on a few occasions and FERC has expressed concern that overtopping
during a large flood event may scour granite blocks (remove “key blocks”) near the downstream toe of the dam,
possibly weakening the foundation or undermining the dam itself. Mitigation measures consisted of cast-in-place
concrete blocks to fill open areas near the downstream toe of the dam and limit the potential for initiation of
scour. Reviewed and oversaw finalization of the design documents for the mitigation measures. During
construction, acted as the design engineer’s On-site Technical Representative. to observe and evaluate
conformance with the project plans and specifications, including observation of the foundation conditions and
the placement of reinforcing steel.
Seismic Retrofit of Crane Valley Dam, Confidential Client, Madera County, CA. Senior Engineer and On-
site Technical Representative. Provided civil and geotechnical support services during design and construction of
seismic improvements to the approximately 150-foot-high, 1,800-foot-long hydraulic fill dam. The primary
components of the seismic improvements were upstream and downstream rockfill buttresses. The foundation
areas downstream of the dam were excavated using conventional equipment. The upstream foundation areas were
excavated by a combination of methods, including using land-based equipment for dry areas and dredging from a
barge for submerged areas. Prepared design drawings and technical specifications for construction of the
improvements. During the initial phases of construction, acted as the design engineer’s On-site Technical
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Joseph de Larios, P.E., G.E. Page 3
Representative. Coordinated with the contractor’s and owners of Quality control and Quality Assurance (QA)
representatives; representatives of the State of California Department of Water Resources, Division of Safety of
Dams (DSOD), and the Federal Energy Regulatory Commission (FERC). Specific tasks focused on observation
and evaluation of the technical aspects of the project’s design and construction, including suitability of quarried
materials, excavation and foundation preparation, production, placement, and compaction of earth fill and
rockfill, earthwork observation and testing, and geotechnical instrumentation and monitoring systems.
Seasonal Water Storage Pond Project, City of Hollister, Hollister, CA. Managed design-level geotechnical
studies and design development for the reclaimed water storage pond system on a site of about 85 acres. Three
storage ponds were formed by excavating the near surface soils and using the soils to construct compacted earth
fill embankments. The total storage capacity of the three ponds is estimated at about 950 acre-feet. Cement-
bentonite slurry cutoff walls were strategically placed to help control groundwater during construction. Prepared
construction plans and specifications for site preparation and grading, embankment cement-bentonite
groundwater cutoff walls and oversaw QA/QC activities during construction of the earth fill embankments.
Wet Weather Bypass Structure, Contra Costa Sanitary District (CCSD), Contra Costa County, CA. Project
manager for a geotechnical study and ground improvement program (preloading with wick drains) for design of
the new wet weather bypass structure (Bypass Structure) for the CCCSD wastewater treatment plant. The Bypass
Structure allows the release of excess water from the Storage Basin B without overtopping the levee(s) that
separate the storage basin and Walnut Creek, should the basin be unable to contain wastewater inflows (e.g., as
might occur during heavy storms). The Bypass Structure consists of a reinforced concrete overflow structure
(inlet), with a pair of reinforced concrete overflow structure (inlet), with a pair of reinforced concrete box
conduits passing through the adjacent levees, and terminating at a discharge (outlet) at the edge of Walnut Creek.
The Bypass Structure site is underlain by more than 80 feet of soft Bay mud deposits.
Mountain House Water Treatment Plant, Carollo Engineers, Mountain House, CA. Project manager for
geologic/geotechnical investigation and subsequent installation of driven pile foundations for a new raw water
treatment facility in the new City of Mountain House, California. The components of the treatment plant
(flocculation/sediment basins, filers, waste/washwater basin, UV disinfection facility, and clearwell/low-lift pump
station) occupy a relatively small rectangular area (about 200 by 300 feet). Due to the variations in the slab bottom
elevation between treatment plant components, relatively rigid connections between plant components, and
concerns regarding compressibility and liquefication potential of the soils within the plant footprint, mitigation of
differential settlement potential is critical to the performance of the facilities. A deep foundation system consisting
of driven, precast, prestressed, concrete piles was recommended to keep the predicted total and differential
settlements of the plant components within the tolerance given by the project structural engineer.
Woodward Dam Abutment Crossing, Black & Veatch, San Joaquin County, CA. Project Manager.
Responsible for managing construction observation and testing program during the restoration phase of a 50-
foot-high earth dam embankment after installation of a new 72-inch raw water outlet pipeline. During one phase
of the abutment restoration, construction operations ran 24 hours a day, seven days a week. Responsibilities
included evaluation of stockpiled materials used for the core and shell, field density testing of soil fill using both
the nuclear density gauge and sand cone methods, performing real-time, on-site laboratory testing of construction
materials, and working closely with the owner and contractor to confirm conformance with the specifications.
Slope Stabilization, Lower Potter Valley Penstock, Confidential Client, Potter Valley, CA. Provided
support during construction. Performed construction observation and field engineering services to assist the client
in construction management of a tied-back sheet pile wall. Project participation included site visits during active
construction periods to review ground conditions and status of work being performed and preparation of as-built
drawings to reflect actual construction.
Lopez Dam Seismic Remediation, San Luis Obispo County, San Luis Obispo County, CA. Managed the
stone column field quality control team during the test section and production stone column programs. The stone
columns were used to improve the foundation zone of a the new buttress, constructed during the seismic retrofit
of the existing dam. Provided technical support regarding the geotechnical aspects of the foundation
improvement to the County’s resident project representative.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Mutaz B. Mihyar, P.E.
Senior Engineer
Mutaz Mihyar is a civil engineer in GEI’s Sacramento office,
specializing in water resources. His background also includes
knowledge of structural and foundation engineering as well as
hydraulics and hydrology. Mr. Mihyar expertise includes providing dam
rehabilitation, modification, and inspection services. He is experienced
with reviewing and analyzing plans and specifications for the
construction, enlargement, alteration, or repair of dams, reservoirs, and
their appurtenances. Mr. Mihyar is also experienced with performing
and reviewing specialized studies, including dynamic analysis,
hydrologic studies, model studies, stability studies, soil investigations,
reevaluation, and preliminary planning.
Mr. Mihyar’s inspection experience includes maintenance as well as
construction inspections. He performed inspections for construction,
repair, and/or alteration of over 100 dams. Mr. Mihyar also performed
and supervised the inspection and surveillance program of over 500
operational dams in California, and reviewed results with owners to
assure the safe operation of these dams.
Mr. Mihyar also has extensive experience in project management. Mr. Mihyar has been performing and continues
to perform project management duties for several projects at GEI. He also performed these duties as the
Southern Regional Engineer and the Chief of Design Section I for the Division of Safety of Dams/Department
of Water Resources. Finally, Mr. Mihyar was involved in the construction management and project management
at several of the US. Army Corps of Engineers’ Sacramento River East Levee Improvement Projects where he
oversaw the budgets, formulated staff schedules, supervised technical staff and coordinated with clients to ensure
deliverables were on time.
PROJECT EXPERIENCE
Project Management
Oroville Dam Spillway Recovery, California Department of Water Resources (DWR), Oroville, CA (2017-
2018) As the Program Manager for the Division of Safety of Dams for the Oroville Dam Spillways Recovery
project, matrix-managed a team of experts in the various engineering disciplines needed. Involved in the
distribution of work, scheduling the review process, scheduling the coordination meetings with other agencies
including FERC and the USACE, chairing internal progress meetings, developing due dates for completing
reviews, assembling the numerous comments, and communicating these comments to the design team,
culminating in approving the design plans and specifications as well as several revisions in a timely manner to
meet the project’s shortened schedule. Subsequently, supervised the construction inspection work to ensure
compliance with the approved plans and specifications. Matrix-managed another team of engineers to perform
this task. During this task, prepared the inspection schedules, ensured 24-hour coverage if needed, supervised the
inspection work, performed inspections as part of the team, monitored submittals and Requests For Information
(RFIs), monitored and evaluated design revisions, and reviewed inspection reports.
Construction Inspection Projects
Marina Levee Improvement Project, Bethel Island Municipal Improvement District, Contra Costa, CA
(2022). As the Construction Manager for this project, I was responsible for overseeing the construction process
of buttressing the levee with compacted imported fill, replacing and improving a multitude of different utilities
and other levee improvements. My duties included ensuring the use of quality material and procedures, preparing
schedules, tracking the budget, review submittals and RFIs, track quality control and perform quality assurance,
EDUCATION
B.S., Civil Engineer, California State
University, Fresno
EXPERIENCE IN THE INDUSTRY
37 years
EXPERIENCE WITH GEI
4 years
REGISTRATIONS AND LICENSES
Professional Engineer, CA No. 49426
PROFESSIONAL AFFILIATIONS
California Board for Professional
Engineers, Land Surveyors, and
Geologists
Association of State Dam Safety Officials
(ASDSO)
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Mutaz Mihyar, P.E. Page 2
evaluate change order, perform final inspections, ensure adequate project documentations and other construction
management tasks.
American River Common Features WRDA 2016 Project-Sacramento River East Levee Contract 2, United
States Army Corps of Engineers, Sacramento, CA (2021-2022). As the Lead Geotechnical Engineer, I
supervised a team of engineers/geologists performing inspections for 2.0 miles of levee improvements that
included the construction of Soil-Bentonite cutoff walls, Slag Cement-Cement-Bentonite cutoff walls, Jet-Grout
cutoff walls, Utility Improvements, and Earthwork Operations.
American River Common Features WRDA 2016 Project-Sacramento River East Levee Contract 1, United
States Army Corps of Engineers, Sacramento, CA (2020). As the Lead Geotechnical Engineer, I supervised a
team of engineers/geologists performing inspections for 3.9 miles of levee improvements that included the
construction of Soil-Bentonite cutoff walls, Slag Cement-Cement-Bentonite cutoff walls, Deep Mixing Method
cutoff walls, Drained Stability Buttress, Seepage Berm, Erosion Repairs, Utility Improvements, and Earthwork
Operations.
American River Common Features WRDA 2016 Project-ARS Basin Reach D, United States Army Corps
of Engineers, Sacramento, CA (2019). Performed inspections and supervised the levee repair work for 450 feet
of levee. The project involved constructing a drained buttress by including a chimney sand filter drain, and a
blanket drain with a subdrain collection system.
East Norfolk, Brookfield Renewable, Potsdam, NY (2019). As the Resident Engineer, I supervised the
grouting project to eliminate sinkholes adjacent to the power canal training wall. The ground adjacent to the wall
was stabilized with grouting. The seepage was reduced by over 200 gallons per minute and sediment transport
stopped.
Norwood Development Dam, Brookfield Renewable, Potsdam, NY (2019). As the Resident Engineer, I
supervised the spillway grouting project to reduce excessive seepage. The project was successful in reducing the
spillway seepage from 200-3,000 gallons per minute (gpm) to about 10 gpm.
El Dorado Forebay Dam, Eldorado Irrigation District, Pollock Pines, CA (2018). During this major dam
rehabilitation project, I performed and oversaw construction inspections of the inlet tunnel structure.
Lang Creek Detention Basin Dam, Ventura County Flood Control District, Irvine, CA (2006). Performed
and supervised the construction inspections of this flood control dam.
San Sevaine Retarding Basin Dam, San Bernardino Flood Control District, Irvine, CA (2005). Performed
and supervised the construction inspections of this flood control dam.
Olivenhain Dam, San Diego Water Authority, Escondido, CA (2000-2003). Supervised the construction
inspection of this 300-foot-high Roller Compacted Concrete (RCC) dam. This dam is considered the highest
Roller Compacted Concrete dam in the U.S. Performed inspections, monitored submittals and RFIs, evaluated
design revisions, and reviewed inspection reports.
Pacoima Dam Repair and Modification Project, Los Angeles County Flood Control District, Pacoima,
CA (1999). Performed and supervised the seismic strengthening of this constant radius arch dam by installing
prestressed multi-strand anchors in the abutment, enlarging the tunnel spillway and rehabilitating the outlets.
Lopez Dam Rehabilitation and Repair Project, San Luis Obispo Water District, Grande, CA (1997).
Performed and supervised the seismic strengthening of this dam by installing over 2,000 stone columns in the
foundation and repairing the outlet and spillway.
Diamond Valley Reservoir Dam, Metropolitan Water District of Southern California, Hemet, CA (1995-
1998). Performed construction inspections of this massive rock and earthfill 3-dam complex. The east dam was 2
miles long and 180 high, the west dam was 1.5 miles long and 280 feet high, and the saddle dam was 0.5 miles
long and 270 feet high. This project is considered the largest earth-moving project in the U.S.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Mutaz Mihyar, P.E. Page 3
Marshburn Retarding Basin Dam, Orange County Flood Control and Water Conservation District,
Irvine, CA (1995). Performed and supervised the construction inspections of this flood control dam.
Mathews Dam, Metropolitan Water District of Southern California, Woodcrest, CA (1995). Performed
and supervised the construction inspections for the repair of the outlet for this dam by constructing a new outlet
tower, a new outlet tunnel which connected with the existing tunnel and plugging the existing tunnel.
Big Dalton Dam Rehabilitation and Strengthening Project, Los Angeles County Flood Control District,
San Dimas, CA (1994). Performed and supervised the seismic strengthening of this multiple arch dam by
infilling the arch bays with mass concrete and rehabilitating the outlets.
Garvey Reservoir Dam, Metropolitan Water District of Southern California, Pasadena, CA (1994).
Performed construction inspections for the repair of this dam by excavating and grouting the cracks in the
reservoir floor, lining the reservoir with a hypolan liner, and installing an array of new instrumentation.
Devil Canyon Second Afterbay Dam, Department of Water Resources, San Bernardino, CA (1993).
Performed construction inspections of this off-stream reservoir lined with asphalt-concrete liner which feeds
southern California through three 108-inch pipelines.
Devil’s Gate Dam Rehabilitation and Strengthening Project, Los Angeles County Flood Control District,
Glendale, CA (1993). Performed inspections of the seismic strengthening of this constant radius arch dam by
buttressing the dam with mass concrete, enlarging the spillway and rehabilitating the outlets.
Design Review Projects
Haiwee Dam, Los Angeles Department of Water and Power, Lone Pine, CA (2017). Supervised the design
review of this replacement dam. The existing dam is seismically unstable due to liquefaction problems. The new
dam downstream of the existing one will be founded on alluvium strengthened by Cement-Deep-Soil-Mixing
techniques.
Bear Gulch Dam, California Water Service Company, Atherton, CA (2016). Supervised the seismic stability
analysis of this earth embankment dam and coordinated with the owner/engineer alternatives for repairs to
stabilize the structure during seismic shaking.
Vail Dam, Rancho California Water District, Escondido, CA (2014). Supervised the outlet works hydraulic
capacity evaluation and the hydrologic analysis and spillway hydraulic capacity evaluation. Both appurtenant
structures were found to be inadequate and worked with the owner on formulating repair plans.
Upper Sand Creek Detention Basin Dam, Contra Costa County Flood Control and Water Conservation
District, Antioch, CA (2012). Performed and supervised the design review of the flood control embankment,
reinforced concrete spillway, and reinforced concrete outlet works.
Tulloch Dam, Oakdale Irrigation District and South San Joaquin Irrigation District, Jamestown, CA
(1993). Performed a complete hydrologic analysis of this 965-square miles watershed and evaluated the adequacy
of the existing spillway to accommodate the anticipated flows.
Lakeview Dam, Riverside County Flood Control and water Conservation District, Perris, CA (1992).
Performed a complete design review of this new flood control facility including foundation evaluations,
embankment stability analysis, hydrologic analysis of the watershed, hydraulic analysis of the spillway and outlet,
and structural evaluation of the reinforced concrete spillway and outlet. Inspected the project during construction
and ensured compliance with the approved plans and specifications.
Federal Energy Regulatory Commission Part 12D Inspections & PFMA Workshops
El Dorado Hydroelectric Project (FERC No. P184-CA), El Dorado Irrigation District, El Dorado, CA
(2020). Co-Independent Consultant for the Part 12D inspections and the PFMA workshops for Caples Lake,
Lake Aloha, El Dorado Forebay, Echo Lake and Silver Lake Dams. Helped prepare Part 12D reports,
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Mutaz Mihyar, P.E. Page 4
Supporting Technical Information Document reports, and PFMA reports. Responded to FERC’s comments and
requests.
Virginia Ranch Dam (FERC No. 3075-CA), Browns Valley Irrigation District, Browns Valley, CA (2019).
Co-Independent Consultant for the Part 12D inspection and the PFMA workshop. Prepared Part 12D report,
Supporting Technical Information Document report, and PFMA report. Responded to FERC’s comments and
requests.
PRESENTATIONS
Olivenhein Dam: Board of Consultants
Garvey Reservoir Dam: Board of Consultants
Devil Canyon Second Afterbay Dam: Board of Consultants
Cedar Springs Dam/San Bernardino Tunnel Intake Reconstruction Project: Board of Consultants
Castaic, Pyramid, Crafton Hills, and Perris Dams: 5-year Director’s Board of Consultants
National Hydropower Association
American Society of Civil Engineers (ASCE), Southern Section
California State University, Sacramento (CSUS)
AWARDS
Outstanding Professional Accomplishment Award & State Sustained Superior Accomplishment Award, 1995
Northridge Earthquake Response, 1994: Unit Citation
Diamond Valley Reservoir Dam, 1999: Unit Citation
Olivenhein Dam: Unit Citation
Big Tujunga Dam Rehabilitation Project, 2009: Unit Citation
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-537-7006
1
CERTIFICATIONS
• ACI – Fundamentals of Concrete Construction
• ACI – Fundamentals of Concrete Materials
• AWS Certified Welding Inspector No. 08051021
• American Society of Nondestructive Testing ASNT-TC-1A Level 1
• International Code Council Fireproofing No. 5319021-86
• SPRAT Level 1 No.181268
• OSHA Safety Associate Level 1
• 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
PROFESSIONAL SUMMARY
Mr. McKee has 26 years of construction and inspection experience.
• Supervised construction engineering inspection and construction
specifications.
• Implementation of geotechnical engineering recommendations
and requirements.
• Prioritized tasks and effectively managed inspection staff on
large projects.
• Responsible for supervising construction engineering inspection
and materials testing for a variety of projects (e.g., hydroelectric
electrical transmission, and substation facilities
California Department of Water Resource (DWR) and U.S
Army Corp or Engineers projects (e.g., flood management, levee
buttress, cofferdams, impermeable liners, high-pressure
grouting, soil-cement/soil-cement-bentonite
projects).
• 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
• Monitored construction progress, overall quality control and site
safety, schedule and coordination, as-built drawings, and final
project closeout.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-537-7006
2
CERTIFICATIONS continued
• ACI Aggregate Testing Technician Level 1 No. 00049036
• ACI Adhesive Anchor Installation Inspector No.00049036
• ACI Concrete Strength Testing Technician No.00049036
• Radiation Safety and Nuclear Gauge/Troxler No. 090987
• Radiation Safety Officer (RSO) for Portable Nuclear Gauges
• American Heart Association First Aid CPR/AED
• VideoRay Remotely Operated Vehicle Certified Operator Training
• APWA-Certified Construction Inspector
• BIA Certified Storm Water Prevention Pollution Plan
• California Safety Training Corporation/Confined Space Training
• SCBA 8 Hour Tunnel Rescue Training
• 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.
• McCloud Dam Spillway Replacement DPP Geotechnical Investigation 2023
PG&E LEAD SENIOR INSPECTOR
The project scope consisted of drilling 50 HQ and 2 sonic exploratory borings and test
pits at various locations along the dam, spillway channel, LLO tunnel and FERC
boundaries. Work included remote, high angle helicopter accessible drilling methods
including mud rotary, sonic, rock coring methods, and geophysical surveying to
characterize subsurface conditions for use in developing and evaluating spillway
improvements.
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 Geotechnical investigation, drilling operations, geophysical surveying
o Placement of reinforcing steel and epoxy anchors/dowels
o Spillway anchor testing program
o Structural concrete placement, consolidation, and curing
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-537-7006
3
o Compressive strength test specimens
o Stop work authority
• 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
• 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
o Industrial painting and coatings
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-537-7006
4
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
Responsibilities included:
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
LARRY MCKEE
SUPERVISOR, POWER GENERATION INSPECTION
Email: Larry.McKee@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-537-7006
5
- 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
• Lake Valley Dam Low-Level Outlet Pipe Improvement 2020
PG&E LEAD SENIOR INSPECTOR
The project scope consisted of removing and replacing approximately 365 linear feet
of the original 30-inch steel low-level outlet (LLO) pipe, removing and abandoning
two 20-inch valves, and backfilling the original 5-foot-wide by 7-foot-tall by 350-feet-
long tunnel with cellular concrete.
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 Verification of existing concrete bulkhead/steel LLO pipe demolition
and replacement
o Epoxy grouting
o Epoxy dowel installation for new bulkhead
o Steel pipe field welding in accordance with AWWA C206 and AWS
D1.1
o Interior and exterior pipe coating
o Sampling and testing of plastic concrete and cellular concrete for
properties
o Compressive strength test specimens
o Stop work authority
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
CURTIS R FRIEDRICHS
SENIOR INSPECTOR
Email: curt.friedrichs@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530 906 3031
1
Internal
1980
: SENIOR FIELD INSPECTOR
EDUCATION
• B.A. Physical Education &
Athletic Therapy
• California State University,
Chico
TRAINING
• Introduction to Dams
• PG&E Dam Safety Program
• Basic Dam Surveillance &
Monitoring
• Basic Dam Inspections
• Basic Dam Maintenance
• Dam Surveillance and
Monitoring
• Inspection of Embankment
Dams
• Inspection of Concrete and
Masonry Dams
PROFESSIONAL SUMMARY
CURT FRIEDRICHS has 43 years of construction and inspection
experience in various PG&E Hydro Projects. Experience includes:
Lead inspector, inspection and testing of concrete, shotcrete, gunite,
grout, excavation safety and compacted engineered fill; hydraulic
turbine jet deflectors, anchors, grout, and structural steel, Dam drum
gate seal replacement; underwater inspection of existing facilities &
Dams; tunnel inspection; coring through dams; cone valve; MSE &
BIN walls; soil nails; rock bolts; installation of new trash rakes;
Geomembrane installation on dams & tunnels; Water treatment system
for turbidity; and job safety inspection. Mr. Friedrichs is also familiar
with the applicable ACI, AISC and ASTM codes and standards. Mr.
Friedrichs assumes the responsibilities for assuring compliance with
the conditions of the regulatory and environmental permits.
CERTIFICATIONS
• ACI - Level I & II Concrete Construction Inspector
• ACI - Adhesive Anchor Installation Inspector
• ACI - Aggregate Testing Technicon - Level 1
• ACI – Concrete Lab Technicon – Level 1
• Radiation Safety & Use of Nuclear Soil Gauge
• Underground Safety Inspector for the State of Calif.
• Underground Gas Tester for the State of Calif.
• PG&E Underwater Diver
• 40 Hour Hazardous Waste Training, 8 Hour Supervisor Training.
• OSHA SA1 (Safety Associate)
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
CURTIS R FRIEDRICHS
SENIOR INSPECTOR
Email: curt.friedrichs@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530 906 3031
2
Internal
PROJECTS
• Canyon Dam LLO Cutoff Wall 2022
PG&E SENIOR INSPECTOR
Scope of work consisted of installing reinforced concrete wall along downstream face for
erosion protection.
Responsibilities included implementation of the project specific QCIP including stop work
authority based upon non-c onforming work to the technical aspects of the authorized plans
and specifications. Verified the tensioning of all rock bolts, dowels, testing concrete, and
grout placed
• Pit 5 Powerhouse Road Repair 2021
PG&E SENIOR INSPECTOR
Scope of work consisted of removing a 60” inch culvert with a 20’foot diameter multi plate
culvert under the access road and install a 40’foot tall MSE wall, install compacted
engineered fill with new asphalt road surface.
Responsibilities included implementation of the project specific QCIP including stop work
authority based upon non-conforming work to the technical aspects of the authorized plans
and specifications. Verified the tensioning of all rock bolts, dowels, testing concrete, and
grout placed. Verified compaction of engineered fill using standard test method for in-place
density and water content by nuclear method.
• Lower Bucks Lake Dam GEO Membrane Liner 2020
PG&E SENIOR INSPECTOR
Scope of work consisted of Dewater the lake and install a Geo Membrane liner on u/s side
of dam. Install New LLO gate stem.
Responsibilities included implementation of the project specific QCIP including stop work
authority based upon non-conforming work to the technical aspects of the authorized plans
and specifications. Verified the tensioning of all rock bolts, dowels, testing concrete, and
grout placed.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
CURTIS R FRIEDRICHS
SENIOR INSPECTOR
Email: curt.friedrichs@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530 906 3031
3
Internal
• Poe Tunnel Liner Repair 2020
PG&E SENIOR INSPECTOR
Scope of work consisted of installing a new 100’foot section of reinforced shotcrete over the
existing concrete liner, and place contact grouting behind the existing concrete liner.
Responsibilities included implementation of the project specific QCIP including stop work
authority based upon non-conforming work to the technical aspects of the authorized plans
and specifications. Verified the tensioning of all rock bolts, dowels, testing concrete, and
grout placed.
• Rock Creek Dam Toe Void Repair 2020
PG&E SENIOR INSPECTOR
Scope of work consisted of build coffer dam and dewater downstream face of dam, install
reinforced concrete wall, and grout voids.
Responsibilities included implementation of the project specific QCIP including stop work
authority based upon non-conforming work to the technical aspects of the authorized plans
and specifications. Verified the tensioning of all rock bolts, dowels, testing concrete, and
grout placed.
• Pit 3, 4, 5 Re Licensing, Instream Flow Relace 2012 to 2014
PG&E LEAD SENIOR INSPECTOR
Scope of work consisted of making major changes to the Pit 3, Pit 4, and Pit 5 diversion
dams. Drill 68’ hole through the Pit 3 dam and install steel liner and grout in the liner. Run
60” pipe along the u/s side of the dam to tie into the LLO. Construct valve house downstream
of the dams. At Pit 4 drilled 68”inch hole and install and grout liner, construct a valve house,
Pit 5 cut in 4 36” holes through the flow gates and install new slide gates, also 24 miles of
road repair
Responsibilities included implementation of the project specific QCIP including stop work
authority based upon non-conforming work to the technical aspects of the authorized plans
and specifications. Worked with the engineers and contractor on the day -to-day operation
of the construction and testing of the project. Verified the tensioning of all rock bolts, dowels,
testing concrete, shotcrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation │ 12840 Bill Cark Way│ Auburn, CA 95602 Phone: 530-328-8059
1
Internal
CERTIFICATIONS
• ACI – Field Testing Technician Grade 1 - #01072731
• Radiation Safety & Use of nuclear Soil Gauge Operator
• DOT Caltrans JTCP - Soil & Aggregate, HMA 1, HMA 2, PCC.
• DOT Caltrans CTM - 125, 231, 375, 382, 521, 522, 533.
• OSHA Safety Associate Level A1
• OSHA 510 Standards for Construction
• OSHA 2264 Permit-Required Confined Space Entry
• OSHA 3015 Excavation, Trenching, & Soil Mechanics
• OSHA 3115 Fall Protection
• OSHA 5109 Cal/OSHA Standards for Construction
• OSHA 7505 Introduction to Incident (Accident) Investigation
• OSHA 7845 Recordkeeping Rule Seminar
• First-Aid/CPR/AED and Wilderness First-Aid/CPR/AED Certified
• 30 Hour OSHA
• 40 Hour Hazardous Waste Operations
• California Boater Safety Card #B154176413
PROFESSIONAL SINCE: 2005
EDUCATION
• CalGeo California
Geotechnical Engineering
Association Seminar
TRAINING
• Introduction to Dams
• PG&E Dam Safety Program
• Basic Dam Surveillance &
Monitoring
• Basic Dam Inspections
• Basic Dam Maintenance
• Dam Surveillance and
Monitoring
• Inspection of Embankment
Dams
• Inspection of Concrete and
Masonry Dams
• DOT Caltrans Test Methods
• Basic Rigging and hand
signaling
• Scaffolding safety, Competent
Person Training
• Safety at Heights, Competent
Person Training.
• Excavation Safety, Competent
Person Training.
• Confined Space, Competent
Person Training
• LOTTO Trained
• California Boater Safety
Course
• Radiation Safety Gauge
Operator Training
PROFESSIONAL SUMMARY
Mr. Carmichael has 18 years in the construction industry, with 5 years
of inspection and construction experience on a large variety of PG&E
Hydro projects. Experience includes construction of and maintenance
systems, including penstocks, canals and canal liners, elevated steel
underground facilities, roads, bridges, levee embankments, dams, and
slope stabilization projects. Installation, inspection, and testing on rock
anchors, concrete, asphalt, engineer fill, soldier piles, soil nails, slurry
walls, and engineered retaining walls. Planning and managing the
placement of concrete, shotcrete, high- and low-pressure grouting
operations, epoxy injection, and all other common methods of concrete
repair. Experience with engineered fills and compaction verification
with use of both nuclear gage and sand cone methods.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-328-8059
2
Internal
PROJECTS
• Rock Creek Valve House Road Repairs 2023
PG&E SENIOR INSPECTOR
Project scope consisted of regrading and extending pavement on three hairpin turns,
general road cleanup (culvert and ditch cleanout), and riprap fill of an eroded area adjacent
to the road.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included verifying proper compaction
of engineered fill using nuclear gauge.
• Hawkins Creek Road Upper Slope Repair 2022
PG&E SENIOR INSPECTOR
Project scope consisted of removing 125’of land slide material by benching into slope, rock
dowel drilling, rock dowel installation, grouting rock dowels in place, installing structure
steel for shotcrete protective slope, and applying a shotcrete protective cover over the face,
and hauling all spoils to a permitted spoil site compacting and grading per design.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included concrete and grout testing per
ACI requirements and verified proper compaction of engineered fill using nuclear gauge.
• 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, installing new steel had railing system, and new concrete
foundations in the left groin downstream of the dam adjacent to the spillway training wall.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included concrete testing per ACI
requirements.
• DeSabla Forebay Slope Erosion Control Project 2022
PG&E SENIOR INSPECTOR
The project scope consisted of vegetation removal from levee embankment slope, regrade
levee embankment slope, and access road at top of levee, and install rip rap for levee
embankment slope protection.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-328-8059
3
Internal
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications.
• Poe Powerhouse River Access Recreational Project Asphalt Work 2022
PG&E SENIOR INSPECTOR
The project scope consisted of grading for new parking lot, access ramp, and placed
asphalt, and installation of new log boom.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included proper compaction of
engineered fill and asphalt placement using a nuclear gauge.
• Spring Gap Forebay Paving Project 2021
PG&E SENIOR INSPECTOR
The project scope consisted of re-grading and paving approximately 30,000 SF of
improved area. Work included vegetation removal, re-grading to improve drainage,
placement of engineered fill, and asphalt surface.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included v erifying proper compaction
of engineered fill using nuclear gauge.
• HWY96 Klamath River Bridge project, Yreka, California 2020
KLEINFELDER SENIOR INSPECTOR
Project scope consisted of installing a new reinforced concrete bridge. This included
drilling large ager footing and installing long rock bolts for the foundation.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included laboratory testing, onsite
concrete testing per ACI requirements, verifying proper compaction on engineered fill, and
asphalt placement using nuclear gauge per DOT Caltrans test methods.
• l-5 Dunsmuir Grade Project, Dunsmuir/Mt Shasta, California 2019
KLEINFELDER SENIOR INSPECTOR
Project scope included building 10 miles of new 4 lane highway, including installing new
sub-base, and 12-inch reinforced concrete road surface.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included laboratory testing, verifying
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-328-8059
4
Internal
proper compaction on engineer fill, and asphalt placement, and concrete testing per DOT
Caltrans test methods.
• Rock Creek Bench Recreational Access Project 2017
KLEINFELDER SENIOR INSPECTOR
The proposed improvements are planned to consist of constructing a recreational parking
lot for access to the feather river by importing 23,000 Cubic yards of material to be used
as compacted fill. New asphalt was placed at new parking lot, and access Rd from HWY
70.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included v erifying proper compaction
on rocky engineered fill per method specification .
• Feather River and Yuba River Evaluation and Repairs, 2012 - 2014
Three Rivers Levee Improvement Authority
KLEINFELDER SENIOR INSPECTOR
The project scope consisted of flood protection for the 20 mile-long Feather River and
Yuba River perimeter levee system including 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 and associated planned levee improvements in
accordance with Three Rivers Levee Improvement Authority (TRILIA), and USACE
regulations.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included processes related to levee
embankment engineered fill placement, tree/root stump removal, utility abandonment
removal, and verified compaction testing on engineer fill using both standard test method
for in-place density and water content by nuclear test method and sand-cone test methods.
• Natomas Levee Improvement Project, 2008 - 2015
KLEINFELDER SENIOR INSPECTOR
The project scope consisted of 200-year level of flood protection for the 42 mile -long
Natomas Basin perimeter levee system north of Sacramento including construction of 75’
feet deep soil-cement-bentonite (SCB), soil-bentonite (SB) slurry cutoff walls by deep soil
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-328-8059
5
Internal
mixing and conventional slurry trench methods, levee strengthening including earth
embankment construction, levee slope improvements, vegetation, tree stump and root
removal and associated planned levee improvements in accordance with Sacramento Area
Flood Control Agency (SAFCA), and USACE regulations.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included processes related to levee
embankment engineered fill placement, tree/root stump removal, utility abandonment
removal, and verified compaction testing on engineer fill using both standard test method
for in-place density and water content by nuclear test method and sand-cone test methods.
• Star Bend Setback Levee and Habitat Enhancement Project, 2013
KLEINFELDER FIELD TECHNICIAN
Provided Quality Assurance Inspection during the construction of 3,300-foot-long levee
between the intersection of Star Bend Road, Feather River Levee mile 4.50, south to the
intersection of Tudor Road, Feather River Levee mile 3.75.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included processes related to levee
embankment engineered fill placement, tree/root stump removal, utility abandonment
removal, and verified compaction testing on engineer fill using both standard test method
for in-place density and water content by nuclear test method and sand-cone test methods.
• Garmire/Cranmore Road Bridge Replacement Project, Tisdale, California 2012
KLEINFELDER FIELD TECHNICIAN
Provided quality assurance inspection and testing during the construction of a new bridge
replacement at the Tisdale Weir.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included inspection services related to
engineered fill, soil subgrades, aggregate base subgrades, asphalt concrete paving, and
structural concrete per ASTM and DOT Caltrans Specifications.
• Sheldon Road/State Route 99 Interchange Project, Elk Grove, California 2011
KLEINFELDER FIELD TECHNICIAN
Provided quality assurance inspection and testing during the construction of the new
Sheldon Road Overhead crossing and interchange realignment.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
JOHN CARMICHAEL
SENIOR INSPECTOR
Email: John.Carmichael@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 530-328-8059
6
Internal
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Included inspection services related to
engineered fill, concrete piles, soil subgrades, aggregate base subgrades, asphalt concrete
paving, and structural concrete per ASTM and DOT Caltrans Specifications.
• West El Camino Bridge Replacement Project, Sacramento, California 2011
KLEINFELDER FIELD TECHNICIAN
This project consisted of constructing a new concrete bridge over Steelhead (Natomas East
Main Drainage Canal) with two travel lanes, bike lane, sidewalks, and street lighting and
will maintain an at grade crossing guard crossing of the existing Union Pacific railroad
track.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Provided quality assurance inspection
and testing related to engineered fill, soil subgrades, aggregate base subgrades, asphalt
concrete paving, and structural concrete per ACI Standards and DOT Caltrans standard
specifications during the construction of new bridge.
• International Extension and Folsom Canal Bridge Project 2010
KLEINFELDER FIELD TECHNICIAN
This project consisted of constructing a new concrete bridge over the Folsom South Canal
with six travel lanes, turn pockets, bike lanes, sidewalks, and street lighting.
Responsibilities included verifying the means and methods used and the materials placed
met the project design drawings and specifications. Provided quality assurance inspection
and testing related to engineered fill, soil subgrades, aggregate base subgrades, asphalt
concrete paving, and structural concrete per DOT Caltrans standard specifications during
the construction of new bridge.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Geoff CHADWICK
SENIOR INSPECTOR
Email:Geoff.chadwick@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 209-380-5036
1
Internal
CERTIFICATIONS
• ACI Concrete Testing Technician Grade 1
• ACI Adhesive Anchor Installation Inspector
• OSHA Safety Associate 1 certified.
• Radiation Safety & Use of Nuclear Soil Gauge
• 40 Hour Hazardous Waste Training,
• CPR Certified
PROFESSIONAL SINCE: 2003
TRAINING
• Introduction to Dams
• PG&E Dam Safety Program
• Basic Dam Surveillance & Monitoring
• Basic Dam Inspections
• Basic Dam Maintenance
• Dam Surveillance & Monitoring
• Inspection of Embankment Dams
• Inspection of Concrete and Masonry
Dams
• OSHA SA1 (SAFETY ASSOCIATE 1)
• OSHA 510 - OSHA Standards for the
Construction Industry
• OSHA 5109 - Cal/OSHA Standards
for the Construction Industry
• OSHA 7300 PERMIT REQUIRED
CONFINED SPACE STANDARD
• OTC 308 SAFETY INSPECTION
TECHNIQUES
• 30 Hour OSHA Training
• OSHA 5410 – OSHA Standards for
the Maritime Industry
• OSHA 3015 - Excavation, Trenching,
And Soil Mechanics
• OSHA 7505 INTRODUCTION TO
INCIDENT (ACCIDENT)
INVESTIGATION
•
PROFESSIONAL SUMMARY
Mr. Chadwick has 19 years of construction industry experience,
with 7 years of inspection and leadership experience on a large
variety of PG&E hydro project Experience includes maintenance
on powerhouses, switchyards, dams, spillways, waterway
conveyance systems including, penstocks, canals and canal liners,
elevated steel structures, and tunnels. Construction and
maintenance on underground facilities, roads, slope stabilization
projects. Installation of rock anchors, tendons, soldier piles, soil
nails, engineered retaining walls. Planning, and managing the
placement of concrete, shotcrete, high- and low-pressure grouting
operations, epoxy injection, and all other common methods of
concrete repair. Experience with engineered fills, and compaction
verification with use of both nuclear gauge and sand cone methods.
Experienced in all aspects of applicable ACI, AISC, ASTM, codes
and standards.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Geoff CHADWICK
SENIOR INSPECTOR
Email:Geoff.chadwick@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 209-380-5036
2
Internal
PROJECTS
• Tiger Creek Trash Rake. 2022
PG&E SENIOR INSPECTOR
Scope of work consisted of demoing existing equipment and installing new trash rack,
track rake, elevated steel work platforms, control system and security fencing.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified the tensioning of all rock bolts, dowels,
testing concrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
• Grizzly Dam Access Improvements. 2022
PG&E SENIOR INSPECTOR
Scope of work consisted of placing new stairway foundations by excavating the
foundation locations to sound rock, installing dowels and reinforcement, and concrete.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified the tensioning of all rock bolts, dowels,
testing concrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
• Pit 4 Valve House Standby Generator. 2021
PG&E SENIOR INSPECTOR
Scope of work consisted of installing a new generator including new foundation slab,
prefab building and control system.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified the tensioning of all rock bolts, dowels,
testing concrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Geoff CHADWICK
SENIOR INSPECTOR
Email:Geoff.chadwick@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 209-380-5036
3
Internal
• Lake Grace and Nora Embankment Repair. 2020
PG&E SENIOR INSPECTOR
Scope of work consisted of scarifying the dam of all organic materials, placing and
compacting new engineered fill to design specifications and armoring the new
footprint with riprap.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
• Nora Lake Spillway Repairs 2020
PG&E SENIOR INSPECTOR
Scope of work consisted of filling voids under the existing concrete slab with grout,
and repairing cracks with epoxy injection. installing new spillway training wall and
riprap the downstream transition.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
• Volta Penstock Erosion Mitigation. 2020
PG&E SENIOR INSPECTOR
Scope of work consisted of excavating to sound rock and placing new reinforced
concrete anchor block.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified the tensioning of all rock bolts, dowels,
testing concrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Geoff CHADWICK
SENIOR INSPECTOR
Email:Geoff.chadwick@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 209-380-5036
4
Internal
• Coleman Syphon Trash Rake. 2019
PG&E SENIOR INSPECTOR
Scope of work consisted of removing existing equipment and installing new trash rack,
track rake, elevated steel work platforms, control system and security fencing.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified the tensioning of all rock bolts, dowels,
testing concrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
• Miocene Canal Liner Repairs 2018
PG&E SENIOR INSPECTOR
Scope of work consisted of removing existing canal liner, and replacing it with new
reinforced shotcrete liner.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified the tensioning of all rock bolts, dowels,
testing shotcrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
• Pit 5 Access Road Paving. 2018
PG&E SENIOR INSPECTOR
Scope of work consisted of grading, compacting, and scarifying sub-base. Placing and
compacting new asphalt road surface.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Geoff CHADWICK
SENIOR INSPECTOR
Email:Geoff.chadwick@pge.com
Power Generation │ 12840 Bill Clark Way│ Auburn, CA 95602 Phone: 209-380-5036
5
Internal
• NF 51 Maned Cable Crossing. 2015
PG&E CREW FOREMAN.
Scope of work consisted of removing existing cableway, installing a mass concrete anchorage,
build elevated steel structure, install and tension new cableway and trolly cart.
Responsibilities included implementation of the project specific QCIP including stop
work authority based upon non-conforming work to the technical aspects of the
authorized plans and specifications. Verified the tensioning of all rock bolts, dowels,
testing shotcrete, and grout placed. Verified compaction of engineered fill using
standard test method for in-place density and water content by nuclear method.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
DESTANEIGH MOORE
Field Technician
Email: Destaneigh.Moore@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 916-607-5607
1
CERTIFICATIONS
• ACI – Concrete Field Testing, Grade I
• Nuclear Density Guage Operation
• HAZMAT
• OSHA 30-Hour
• First Aid
• CPR/AED
PROJECTS
Alta Forestry Road Slope Stabilization | Placer County, CA 2023
Field Technician
Project included repair and stabilization of the failed roadway cut
slope. The repairs include excavation of loose soil and vegetative
debris, construction of a retaining wall, and reconstruction of
drainage facilities damaged by the slope failure.
Sampled and tested native soil and asphalt base for retaining wall
construction. Prepared and distributes daily field reports.
Pioneer Elementary School Site Improv. | Sacramento, CA 2023
Field Technician
Project involved improvements to the school campus, including a
new kinder play structure, a new shade structure, building
alterations, roofing, HVAC controls, new irrigation, fencing, and
access ramps.
Performed moisture and density testing of asphalt base for access
ramp. Prepared and distributes daily field reports.
Solando Community College – Solar Project | Vacaville, CA 2023
Field Technician
Project includes the installation of additional Photovoltaic Arrays, a
Battery Energy Storage System, and more Electric Vehicle charging
stations at the Fairfield Campus.
Observed drilling of 90 pier foundations for parking lot solar
panels. Prepared and distributes daily field reports.
EXPERIENCE
• 2 Years
EDUCATION
• General Education -
High School
TRAINING
• PG&E Hydro Division Safety
Orientation
PROFESSIONAL SUMMARY
Destaneigh Moore has 2 years of experience working on a variety
of public and private projects, including K-12 and Community
College schools, residential/commercial development, and
roadways. She performs construction quality assurance (CQA) for
earthwork mass grading, construction of subsurface utilities, and
concrete structures.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
DESTANEIGH MOORE
Field Technician
Email: Destaneigh.Moore@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 916-607-5607
2
Signature Homes at Delta Shores| Sacramento, CA 2023
Field Technician
Project Includes 800-acre planned development featuring 1.3-million square feet of retail, 250,000
square feet of hotel and commercial uses, and 5,200 residents.
Observed and tested concrete for post-tensioned slab-on-grade for residential homes. Observed proof-
roll of roadways. Prepared and distributes daily field reports.
Lennar Homes Northlake/Greenbriar Developments | Sacramento, CA 2022/2023
Field Technician
Project included two areas of development: Greenbrier/Northlake Residential Community, which involved
the construction of a 577-acre masterplan community in the Sacramento’s Natomas Region, including
2,175 single-family homes, 331 multifamily residences and 191 senior affordable apartments, and the
Greenbriar Development Project, which involved construction of mixed-use residential and commercial
development centered on a lake/detention basin located northwest of the I-5 and SR 70/99 interchange.
Observed and tested concrete placement for post-tensioned slab-on-grade, checked concrete saturations,
and proof-rolled areas of rutting and geogrid placement. Prepared and distributes daily field reports.
Twelve Bridges Housing Project | Lincoln, CA 2022/2023
Field Technician
Project includes planned development of approx. 11,000 residential dwellings, four commercial centers,
employment center uses, a community college site, and an extensive network of trails linking residents
to a system of parks, three golf courses, multiple schools, and more than 2,000 acres of open space.
Performed moisture and density testing during earthwork, including excavation/backfill of asphalt water
main tie in, joint utilities, storm drain manhole, and Ductile Iron Pipe. Observed construction of Proto II
wall. Prepared and distributes daily field reports.
McBean Parkway & Ferrari Ranch Road – Esplanade at Turkey Creek | Lincoln, CA 2022
Field Technician
Project Included construction of a gated 55+ community consisting of 850 single-family homes.
Inspected Proto II walls and observed & tested concrete for post-tensioned slab-on-grade. Prepared and
distributes daily field reports.
Tanzanite Homes | Sacramento, CA 2022
Field Technician
Project involved the construction of a rental home community, including 128 halfplexes, 71 accessory
dwelling units and seven single-family homes on a 15.19-acre site in the Natomas area.
Observed and tested concrete placement for post-tensioned slab-on-grade. Prepared and distributes
daily field reports.
The Regency at Folsom – Redwood Collection Community | Folsom, CA 2022
Field Technician
Project involves the construction of approx. 900 single-family and duet-style homes, spanning over 300
acres. The “Redwood Collection” included single-story homes for a 55+ community.
Observed and tested concrete placement for footings post-tensioned slab-on-grade. Prepared and
distributes daily field reports.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
DESTANEIGH MOORE
Field Technician
Email: Destaneigh.Moore@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 916-607-5607
3
Midway Commerce Center | Vacaville, CA 2022
Field Technician
Project includes construction of three large commercial buildings, totaling about 1.53 million square
feet, on an 89.9-acre site.
Observed and tested night tilt up of slab-on-grade concrete pours consisting of approx. 2200
yards/night. Testing included 6- x 12-inch concrete cylinders, unit weight, and air testing with a 2-man
team. Prepared and distributes daily field reports.
Gardner Parke Subdivision – Detention Basin | Sacramento, CA 2022
Field Technician
Project includes construction of a subdivision, within a 65.4-acre property, planned to contain 379
single-family homes and off-site affordable housing units. As part of the development, the existing
roadside storm water conveyance ditch on the site will be converted to a curb and gutter system, and a
portion of the nearby Elder Creek channel will be improved by installing a pipe outfall, consisting of 36
linear feet of 24-inch diameter pipe, to discharge flows from a newly constructed detention basin.
Observed and tested concrete placement for the detention basin, including outfall structure slab-on-
grade and wingwalls. Prepared and distributes daily field reports.
Yolo County Landfill – “G” Pond | Yolo County, CA 2022
Field Technician
Project involved improvements to leachate pond “G”, including removal of existing concrete pavement
and geosynthetic, earthwork, a vertical expansion of the sides of the pond, installation of
geomembrane, geocomposite and geonet, concrete and asphalt paving, and HDPE piping.
Observed and tested concrete placement for pond slab-on-grade sections and sump pit.
RELATED EMPLOYMENT HISTORY
NV5 | Field Technician 2023 - Current
• Verifies work completed meets project specifications.
• Performs compaction testing of engineered fill and asphalt base using nuclear density gauge.
• Performs observation and testing of concrete.
• Completes daily field reports and attends construction meetings.
• Communicates with engineers, contractors, and owners during the construction process.
Wallace-Kuhl & Associates | Materials/Soil Field Technician 2022 - 2023
• Performed visual inspection of concrete and soil.
• Tested materials and retrieved samples for evaluation.
• Completed and submitted logs and paperwork on schedule.
• Completed daily field reports outlining inspection and testing results.
• Participated in training activities.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
CORY J BRANKER
Engineering Technician/Special Inspector
Email: Cory.Branker@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 530-239-5074
1
CERTIFICATIONS
• ICC – Commercial Building Inspector
• API 1169 – Pipeline Construction Inspector
• Nuclear Density Guage Operation
• OSHA 30-Hour
• Confined Space Entry
• First Aid
• CPR/AED
PROJECTS
Poe LC Bardees Bar Recreation Enhancement 2023 (Ongoing)
Butte County, CA
Project consists of 2,400 feet of access road minor grading and
resurfacing with 6-inches of Class 2 AB; installation of new 16-foot-
wide pipe gate; and construction of new concrete accessible parking,
concrete walk, picnic area shade structure, aggregate base parking
areas, and single concrete vault toilet. Rock barriers are being placed
around new improvements to deter vehicle access outside of parking
areas and improve existing river trail.
Oversees site safety. Inspects/documents work progress and verifies
work is completed per project requirements. Implements QCIP to
ensure hold points are allowed for special inspection and for
engineers’ observation opportunities. Performed compaction density
testing for access road, shade structure foundation, ADA parking and
concrete vault bathroom (over 30 tests completed). Prepares and
distributes daily field reports.
EXPERIENCE
• 23 Years
EDUCATION
• Building Inspector
Technician -
Butte Community College,
Oroville, CA
• General Education -
High School
TRAINING
• PG&E Hydro Division Safety
Orientation
PROFESSIONAL SUMMARY
Corey Branker has over 23 years of experience as a construction
inspector with specialized experience in power generation
facilities - including natural gas-fired, combined-cycle, electrical,
and hydroelectric - spillways, waterways, and canals. He has
performed all-trades inspections for new builds and concrete
repairs/restorations. He also has proven strength collaborating
effectively with engineers, contractors, public/environmental
agencies and private landowners, and is proactive on the job site
verifying that projects stay within parameters of engineered
drawings, project specifications and all environmental laws and
regulations.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
CORY J BRANKER
Engineering Technician/Special Inspector
Email: Cory.Branker@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 530-239-5074
2
Haskins Valley Boat Ramp Replacement | Plumas County, CA 2022
Engineering Technician/Special Inspector
Project Included demolishing and reconstructing the existing concrete boat ramp and AC parking lot, as well as
constructing a new rock slope protection (RSP) keyway down-slope of the parking lot, including a concrete
drainage swell and rock-lined drainage ditch with concrete headwall and culvert installed cut-side of parking lot.
Insured contractor followed engineered drawings and project specifications, and provided compaction density
testing of subgrade and AB for parking lot. Verified slope and dimensions for run-off, footings and rebar
installations for concrete headwall and drainage swell, and concrete mix design. Observed special inspectors
performing concrete sampling and testing. Confirmed Mirafi fabric placement inside RSP Keyway and rock-lined
ditch prior to RSP placement.
Lake Spalding Dam No. 2, Concrete Investigation | Nevada County, CA 2022
Engineering Technician/Special Inspector
Project consisted of wet core drilling; extracting 4x4- and 6x6-inch core samples and filling core holes (dry pack
process) throughout the dam.
Provided special inspection and quality assurance to verify that core drilling and dry packing stayed within the
parameters of manufacture installation instructions and overall project specification. Worked with PG&E
Engineering and Division of Safety of Dams (DSOD) throughout daily activities and inspections.
Butte and Hendricks Canal, Debris Removal and Concrete Liner Repairs | Butte County, CA 2021
Engineering Technician/Special Inspector
Project included leaning out brush debris and repairing voids and cracks in concrete canal liner.
Oversaw site safety. Inspected grout placement for larger voids and epoxy for smaller cracks. Verified
contractor followed manufacture recommendations and project specifications.
Miocene Canal Liner Repairs | Butte County, CA 2021
Engineering Technician/Special Inspector
Project involved locating areas of canal liner that had been damaged, debris clean out in canal liner bedding
where existing wire mesh had become exposed down to grade, placing high strength grout throughout all
damaged voids, and monitoring all trial weld, air, vacuum box and spart testing procedures to ensure that there
were no leaks in any part of the geosynthetics.
Visually confirmed installation of grout per manufacture installation instructions. Confirmed existing wire mesh
was raised during placement for required clearances to soil and air.
Upper Drum Conveyance Patching | Nevada County, CA 2020
Engineering Technician/Special Inspector
Project consisted of locating damaged areas of the canal liner and conducting repair patch work. Damaged
areas were repaired using Sika Flex and high strength grout.
Observed all repairs. Verified spalling and damaged concrete was removed and areas were cleaned prior to
repairs. Verified patching materials for liner and joints kept within compliance manufactured installation
instructions and project specifications.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
CORY J BRANKER
Engineering Technician/Special Inspector
Email: Cory.Branker@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 530-239-5074
3
Hydro Waterways Public Safety Improvements, Fiddler Green Canal | Auburn, CA 2020
Engineering Technician/Special Inspector
Project included installation of 4-foot-high non-climb fencing with T-Posts and steel pipe corner posts.
Responsible for project safety. Verified fencing installations followed engineered drawings and materials
matched specifications. Inspected steel pipe corner post footings for proper depth and confirmed concrete mix
and placement.
Pit 6 and Pit 7 Stop Log Hoist Replacement | Fall River, CA 2020
Engineering Technician/Special Inspector
Project included new electrical installations to support newly installed stop log hoist units.
Verified LOTO prior to start. Insured contractor installed electrical conduits, unit control panels, emergency stop
switches and conduit fill per engineered drawings. Verified wire size, wire pulls, connections and all grounding
installs per engineered drawings and NEC compliance.
PG&E Gauging Site KI-22. Gauging House Improvements | Balch Camp, CA 2020
Engineering Technician/Special Inspector
Project consisted of demolishing existing gauging station/stilling well house located on the 100-foot rockface
bank of Kings River.
Provided safety monitoring. Assured contractor stayed within the parameters of the project workplan and
engineered drawings.
RELATED EMPLOYMENT HISTORY
NV5 | Engineering Technician/Special Inspector 2019 - Current
• Verifies work completed meets project specifications.
• Performs compaction testing of engineered fill using nuclear density gauge.
• Completes daily field reports and attends construction meetings.
• Communicates with engineers, contractors, and owners during construction process.
OTHER NOTABLE PROFESSIONS
Timber Faller
• Assisted CAT, Yarder, and Helicopter operators during logging activities.
Natural Gas Triple Drilling, Roughneck
• Set up and prepared areas for drilling operations.
• Operated, maintained, and retrieved rig equipment as directed by the Driller.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
GRAHAM MCCULLOCH
Engineering Technician
Email: Graham.McCulloch@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 530-305-6004
1
CERTIFICATIONS
• ACI – Concrete Field Testing Technician, Grade 1
• Nuclear Density Guage Operation
• Mine Safety and Health Administration (MSHA) 24-Hour
• OSHA 30-Hour
• OSHA 40-Hour HAZWOPER
• Adult First Aid
• CPR
PROJECTS
Waste Management, Coyote Creek Dr | Morgan Hill, CA 2022
Senior CQA Technician
Project included construction of a 1,000-foot berm to increase
capacity of closed landfill cell.
Tested soil density with a nuclear gauge and performed sand cone
tests (255 density tests in total). When berm was completed, oversaw
the installation of a 2.5-acre geosynthetics system designed to contain
all leachate. Monitored placement of soil over geosynthetics to ensure
no damage to the lining system. Tested slump and cast cylinders of
concrete used in storm water channel.
Martin Marietta, Pool Station Rd | San Andreas, CA 2021
Senior CQA Technician
Project involved the consolidation and containment of approx. 50,000
cubic yards of cement kiln dust (CKD) in a disused cement facility.
Performed observation and moisture/density testing during
construction of an underdrain system and storm water channels.
Monitored installation of a 5-acre geosynthetics system and 1-foot of
soil cover. Monitored an electrical leak location test to check for leaks
in the geosynthetics.
EXPERIENCE
• 9 Years
EDUCATION
• Sierra College,
Nevada City, CA
Completed Coursework
Related to Conservation,
GIS, and Environmental
Studies
TRAINING
• PG&E Hydro Division Safety
Orientation
PROFESSIONAL SUMMARY
Graham McCulloch has 9 years of experience in construction
quality assurance (CQA). He has performed engineering technician
services on projects involving mass grading and construction of
new landfills, landfill closures, fracking water ponds, wastewater
ponds, and diesel fuel storage facilities. His responsibilities have
included observation and documentation, nuclear density testing of
engineered fills (soil compaction testing), and inspection of soil and
geosynthetic installation. He also has experience performing
laboratory testing of soil.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
GRAHAM MCCULLOCH
Engineering Technician
Email: Graham.McCulloch@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 530-305-6004
2
Waste Management, Frewert Road | Lathrop, CA 2019 – 2022
Senior CQA Technician
Project included the construction of a 20-acre composting facility.
Tested moisture/density of soils and aggregate base and performed sand cone tests on the soils. Monitored
import of soils ensuring only material meeting project specifications was imported. Tested moisture/density of
two storm water ponds, approximately 3 acres in total. Monitored installation of geosynthetics systems in both
ponds, a 6-inch protective soil covering, and electrical leak location survey. Tested moisture/density of 1,000
feet of stormwater channels. Tested slump and cast cylinders of concrete used in the channels.
“Zenyatta” | Pecos, TX 2018 - 2019
Senior CQA Technician
Project included the construction of two 5-acre ponds to hold water from fracking operations.
Tested moisture/density of soils and monitored installation of geosynthetics systems. Monitored electrical leak
location tests.
BNSF, Argentine Yard | Kansas City, MO 2015
Field Technician
Project involved the installation of a secondary containment system for diesel fuel storage.
Monitored all trial weld, air, vacuum box and spart testing procedures to ensure that there were no leaks in any
part of the geosynthetics.
Columbia Boulevard Wastewater Treatment Plant | Portland, OR 2015
Field Technician
Project involved the installation of geosynthetics in a 5-acre wastewater treatment.
Monitored all aspects of geosynthetics installation, directed installer to destructive test location, tested
destructive samples and shipped to laboratory for testing.
RELATED EMPLOYMENT HISTORY
NV5 | Field Technician 2023 - Current
• Verifies work completed meets project specifications.
• Performs compaction testing of engineered fill using nuclear density gauge.
• Performs observation and testing of concrete.
• Completes daily field reports and attends construction meetings.
• Communicates with engineers, contractors, and owners during the construction process.
WSP | Senior Engineering Technician 2019 - 2023
• Oversaw large-scale earthwork construction projects and geosynthetic installations.
• Performed compaction testing of soil using nuclear density gauge.
• Completed daily field reports and attended weekly construction meetings.
• Communicated with engineers, contractors, and owners during construction process.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
GRAHAM MCCULLOCH
Engineering Technician
Email: Graham.McCulloch@NV5.com
Construction Quality Assurance │ 792 Searls Ave │ Nevada City, CA 95959 Phone: 530-305-6004
3
Atlantic Coast Consulting, Inc | Senior CQA Technician 2018 - 2019
• Oversaw construction of new landfills and landfill closures.
• Performed compaction testing of engineered fill using nuclear density gauge.
• Identified soil and geosynthetics to be tested in the laboratory.
• Completed daily field reports and attended weekly construction meetings.
ENGEO Incorporated | Field Technician 2018 - 2018
• Performed compaction testing of soil using nuclear density gauge.
• Completed daily field reports and reported failing tests to contractors.
• Tested soil in laboratory.
Atlantic Coast Consulting, Inc | Senior CQA Technician 2016 - 2018
• Traveled extensively to monitor construction projects related to landfills and wastewater
ponds.
• Oversaw large-scale earthwork construction and geosynthetic installations.
• Performed compaction testing of engineered fill using nuclear density gauge.
• Identified soil and geosynthetics to be tested in the laboratory.
• Completed daily field reports and attended weekly construction meetings.
• Communicated with engineers, contractors, and owners during construction process.
Theil Engineering | QC/QA Technician 2014 - 2015
• Monitored activities during construction of landfills, wastewater ponds, and diesel fuel
storage sites.
• Identified soil and geosynthetics to be tested in the laboratory.
• Completed daily field reports.
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Jennifer Everett
559.240.9323 J2to@pge.com
EDUCATION:
California State University, Sacramento (Graduation: May 2010)
Bachelors of Science, Business Administration with a concentration in Real Estate & Land Use
Affairs and an additional concentration in Finance
Cumulative GPA: 3.4
Completed relevant coursework: Real Estate Development Real Estate Finance Business Law
Land Use Regulatory Environment Market Analysis & Feasibility Studies
UC Davis Land Use and Environmental Planning Certificate Program – Completed 2014
EXPERIENCE:
Pacific Gas and Electric (Feb 2011 – Current)
Principal Land Planner
•Supporting the System Hardening, Underground and the Vegetation Management programs. Provide
technical support to other PG&E Land Planner and support Fire rebuild efforts.
Rotational Principal Program Manager
•Supporting Environmental Management on developing our tools and standards.
•Roll out of the inspections program to the Wildfire and Distribution Environmental Management teams
•Owner of the Environmental Constraints Layer (ECL).
Senior Land Planner- Electric Transmission
•Supporting multiple work streams within the Electric Transmission organization including EGI, Capital
Reconductoring, WRO, and Major Green Field Projects (MGP)
•Supporting Emergency work including Fires, and Vegetation Management Programs. Obtaining the permits
for State and Federal Agencies as permits are triggered.
•Working with team to come up with a contracting model to support the high work volume in the
Environmental organization.
•Leading the Siting and Routing, PEA and all additional permits need on the MGP project Midway-Andrew
(Central California Power Connect). Coordination with the CPUC, BLM and FS on identification of the
CEQA and NEPA lead for the project before the project was placed on hold.
Land Planner- Remediation
•Working on the Hinkley and Topock Remediation programs. Overseeing the long-term permitting planning
at Hinkley, EIR, HCP, and 2081.
Land Agent
•Provide Land Rights support for the pipeline safety program including Hydro test, MAOP digs, and
encroachment pilot program, performing line reviews and interpreting land rights.
•Contact property owners and notify them of upcoming gas project on their property . Work with owners to
resolve their questions or concerns, also worked on the gas encroachment pilot program.
•Supported the 3rd party attachment of facilities to PG&E assets.
SKILLS:
•Interact well on a personal level with clients internal and external, landowners, and employees at all levels.
•Capable leader in leading a team to successful completion of milestones.
•Knowledgeable about PC based business applications, including Microsoft Word, Microsoft Excel,
Microsoft Access, Microsoft Projects, SAP, Google Earth, Arc Collector, and Salesforce.
•Permitting experience and relationships with State and Federal Agency Partners
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
APPENDIX C
REFERENCE LIST OF PROJECT-RELATED
DOCUMENTS
PROJECT -RELATED DOCUMENTS
Number Description
35279181 FRRB – CWSP – BUCKS CREEK 1102 CB PH 1
35279182 FRRB – CWSP – BUCKS CREEK 1102 CB PH 2
35280499 FRRB – CWSP – BUCKS CREEK 1102 CB PH 3
35280560 FRRB – CWSP – BUCKS CREEK 1102 CB PH 4
35279182-1 BUCKS CREEK 1102 PH 2 - FERC BOUNDARY EXHIBIT
35280560-1 BUCKS CREEK 1102 PH 4 - FERC BOUNDARY EXHIBIT
35280499-1 BUCKS CREEK 1102 PH 3 - FERC BOUNDARY EXHIBIT
TD-038193-B003 UTILITY BULLETIN: TD-038193-B003
EMS-4123 ENGINEERING MATERIAL SPECIFICATION EMS-4123, BACKFILL SAND
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
APPENDIX D
INSPECTION AND HOLD POINT
CHECKLIST
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
INSPECTION AND HOLD POINT CHECKLIST – Page 1 of 2 Job Order No.: 35279181, 35279182, 35280499, 35280560 PM: Michael Shaeffer
Project Title: Bucks Creek 1102 Fire Rebuild Project EOR: David Mowry, PE
Project Component: General (these items apply only to the sections of the project
indicated as “Location A”, “Location B”, and “Location C” where the work will be
# Inspection Point
Hold Point
(Yes/No). If yes,
do not proceed Responsible Name,
1.0 Verify with Project Manager any environmental QC
points Yes PM, Env
Compliance
field inspector, and constructor to discuss QCIP
implementation Yes
PM, EOR,
Inspector,
Contractor
scope, and intent.
previously obtained during the design phase Yes Inspector,
Contractor
Yes
PM, EOR,
Inspector,
Contractor
No EOR
excavation is completed to verify depth and the
need for any additional excavation.
No Inspector
FRRB – CWSP – Bucks Creek 1102 CB PH 2;
FRRB – CWSP – Bucks Creek 1102 CB PH 3;
FRRB – CWSP – Bucks Creek 1102 CB PH 4;
BUCKS CREEK 1102 PH 2 – FERC Boundary
Exhibit; BUCKS CREEK 1102 PH 4 – FERC
Boundary Exhibit; BUCKS CREEK 1102 PH 3 –
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
INSPECTION AND HOLD POINT CHECKLIST – Page 2 of 2
# Inspection Point
Hold Point
(Yes/No). If yes,
do not proceed Responsible Name,
7.0 Verify excavated trenches have required minimum
widths.
No Inspector
FRRB – CWSP – Bucks Creek 1102 CB PH 2;
FRRB – CWSP – Bucks Creek 1102 CB PH 3;
FRRB – CWSP – Bucks Creek 1102 CB PH 4;
BUCKS CREEK 1102 PH 2 – FERC Boundary
Exhibit; BUCKS CREEK 1102 PH 4 – FERC
Boundary Exhibit; BUCKS CREEK 1102 PH 3 –
compaction for trench and backfill materials.
No Inspector
base is required per drawings and in accordance
with Appendix B Field Testing Requirements table.
Inspect final road restoration and final grading for
proper elevations, slopes, and contours.
No Inspector
FRRB – CWSP – Bucks Creek 1102 CB PH 2;
FRRB – CWSP – Bucks Creek 1102 CB PH 3;
FRRB – CWSP – Bucks Creek 1102 CB PH 4;
BUCKS CREEK 1102 PH 2 – FERC Boundary
Exhibit; BUCKS CREEK 1102 PH 4 – FERC
Boundary Exhibit; BUCKS CREEK 1102 PH 3 –
A registered geologist or engineer with
geotechnical experience will observe excavation
when vibratory rock breaking excavation is
required within 100 feet of a hydroelectric asset. No
Inspector,
Geosciences
Engineer
FRRB – CWSP – Bucks Creek 1102 CB PH 2;
FRRB – CWSP – Bucks Creek 1102 CB PH 3;
FRRB – CWSP – Bucks Creek 1102 CB PH 4;
BUCKS CREEK 1102 PH 2 – FERC Boundary
Exhibit; BUCKS CREEK 1102 PH 4 – FERC
Boundary Exhibit; BUCKS CREEK 1102 PH 3 –
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
APPENDIX E
MATERIAL AND FIELD-TESTING
REQUIREMENTS
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
MATERIAL AND FIELD-TESTING REQUIREMENTS – Page 1 of 1 Job Order No.: 35279181, 35279182, 35280499, 35280560 PM: Michael Shaeffer
Project Title: Bucks Creek 1102 Fire Rebuild Project EOR: David Mowry, PE
Facility/Lab Testing Facility: TBD Constructor: MGE Underground
# Material Test Test Method and/or Standard Test Frequency and Acceptance Criteria 1.0 3/4" Class 2 aggregate base Compaction (95%
Relative Compaction) At completion and as directed by the Engineer
of Record
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
APPENDIX F
QCIP REPORTING TEMPLATES
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
Quality Control Inspection Program
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 #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
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: ________________
cc: Field Inspectors License Compliance Lead
Constructor Dam Safety Engineer / SME
Engineer of Record PM
File
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Bucks Creek 1102 Fire Rebuild Project, FERC No. 619, 1962, 2105
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
PM File
Engineer of Record
Document Accession #: 20240702-5042 Filed Date: 07/02/2024
Document Content(s)
PGE20240701_1962_Bucks_1102_QCIP_Update.pdf...............................1
Document Accession #: 20240702-5042 Filed Date: 07/02/2024