HomeMy WebLinkAboutAgreement A-16-445-1 with Geo-Logic Associates Inc..pdfPage 1 of 3
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FIRST AMENDMENT TO AGREEMENT FOR ENGINEERING CONSULTANT SERVICES
THIS FIRST AMENDMENT TO CONSULTANT AGREEMENT (Agreement No. 16-445,
hereinafter called the “AGREEMENT”) is made and entered into this _____ day of ________,
2021, by and between the County of Fresno, a political subdivision of the State of California
(hereinafter called the “COUNTY”) and Geo-Logic Associates, a California Corporation, whose
address is 2777 East Guasti Road, Ontario, CA 91761 (hereinafter called the “CONSULTANT”).
RECITALS
WHEREAS, COUNTY and CONSULTANT entered into Agreement No. 16-445
(AGREEMENT) on July 12, 2016, pursuant to which CONSULTANT agreed to provide engineering
services necessary and to perform Design, Environmental, Geotechnical, Construction Quality
Assurance and Construction Management Services for the American Avenue Disposal Site Phase
I Clean Closure (PROJECT); and
WHEREAS, the AGREEMENT has been extended twice in writing and is currently set to
expire by its terms on July 12, 2021; and
WHEREAS, the PROJECT is not yet complete; and
WHEREAS, it is in the best interest of the COUNTY to retain the services of the
CONSULTANT to maintain continuity of the design of the PROJECT; and
NOW, THEREFORE, the CONSULTANT and COUNTY hereby agree to amend the
AGREEMENT for the PROJECT, as follows:
1.Article IV, Section A of the AGREEMENT is hereby deleted and replaced with the
following:
“A. This First Amendment to the AGREEMENT (AMENDMENT) shall go into effect,
retroactive to July 12, 2021. As hereby amended, the term of the AGREEMENT is hereby further
extended by an additional three years and therefore shall expire on July 12, 2024, unless prior to
its expiration, the term of the AGREEMENT is further extended in writing, for no more than two
additional one-year terms, by mutual consent of the Department of Public Works and Planning
Director or designee and the CONSULTANT.”
2.PROJECT’s Schedule (Exhibit C) is hereby amended to include Exhibit C-1,
21-0489 Agreement No. 16-445-1
13th July
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attached hereto and incorporated by this reference. All references to Exhibit C throughout the
entirety of the AGREEMENT shall be deemed to include to Exhibit C-1.
3. CONSULTANT’s PROJECT team (Exhibit B) is hereby amended to include Exhibit
B-1, attached hereto and incorporated by this reference. All references to Exhibit B throughout the
entirety of the AGREEMENT shall be deemed to include Exhibit B-1.
4. CONSULTANT’s Fee Schedule (Exhibit E) is hereby amended to include Exhibit E-
1, attached hereto and incorporated by this reference. All references to Exhibit E throughout the
entirety of the AGREEMENT shall be deemed to include Exhibit E-1.
5. All other provisions, terms, covenants, conditions and provisions contained in the
AGREEMENT are unaffected by this First AMENDMENT to the AGREEMENT and shall remain in
full force and effect.
6. The parties agree that this AMENDMENT may be executed by electronic signature
as provided in this section. An “electronic signature” means any symbol or process intended by an
individual signing this AMENDMENT to represent their signature, including but not limited to (1) a
digital signature; (2) a faxed version of an original handwritten signature; or (3) an electronically
scanned and transmitted (for example by PDF document) of a handwritten signature. Each
electronic signature affixed or attached to this AMENDMENT (1) is deemed equivalent to a valid
original handwritten signature of the person signing this AMENDMENT for all purposes, including
but not limited to evidentiary proof in any administrative or judicial proceeding, and (2) has the
same force and effect as the valid original handwritten signature of that person. The provisions of
this section satisfy the requirements of Civil Code section 1633.5, subdivision (b), in the Uniform
Electronic Transaction Act (Civil Code, Division 3, Part 2, Title 2.5, beginning with section 1633.1).
Each party using a digital signature represents that it has undertaken and satisfied the
requirements of Government Code section 16.5, subdivision (a), paragraphs (1) through (5), and
agrees that each other party may rely upon that representation. This AMENDMENT is not
conditioned upon the parties conducting the transactions under it by electronic means and either
party may sign this AMENDMENT with an original handwritten signature.
1 IN WITNESS WHEREOF , the parties have executed this First Amendment to Agreement
2 on the date first set forth above .
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GEO-LOGIC ASSOCIATES, INC.
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~~~~ Gary Lass , Pres ident
COUN;1~
Steve Brandau , Chairman of the
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2777 East Guasti Road
Ontario , CA 91761
FOR ACCOUNTING USE ONLY
Org No
Account No .
Fund No .
Subclass No.
9026
7295
0700
15000
Board of Supervisors of the County of Fresno
ATTEST:
Bernice E. Seidel
Clerk of the Board of Supervisors
County of Fresno , State of California
BY : ~ t_.~
Deputy
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Rev 4, March 2021 Page 1 Geo‐Logic Associates Proposed Staff American Avenue Disposal Site, Phase I Waste Relocation County of Fresno, Agreement No. 16‐445 Name/Role Year’s Experience Professional Registrations Education Billing Level Hourly Billing RateGary Lass, Principal‐in‐Charge 40+ PG CA #3653 CEG CA #1093 GHG CA #18 M.S., Geochemistry ‐ CA State University, LosAngelesB.S., Geology ‐ CA State University, Los AngelesPRINCIPAL II $265 Frank (Ben) Dell‐Era, Construction Manager 27 NICET Level II, GRI 40 HR HAZWOPER ACI Level I Concrete, Nuclear Gauge TECHNICIAN IV $140 Jacob Russell, Supervising Engineer 21 PE CA #64512 B.S., Environmental Resource Engineering ‐Humboldt State UniversitySUPERVISING PROFESSIONAL $210 Sean Flores, Project Engineer 18 PE CA #39161 PG CA #9422 B.S., Geological Engineering, University ofNevada, RenoPROJECT PROFESSIONAL II $163 Stephanie Hamilton, Project Engineer 11 PE CA #47957 B.S., Civil Engineering, San Jose StateUniversityPROJECT PROFESSIONAL II $163 Aaron Ogorzalek, Project Geotechnical Engineer 17 PE CA #71852 M.S., Geotechnical/ GeoenvironmentalEngineering, Colorado State UniversityB.S., Civil Engineering, University of Missouri‐Rolla PROJECT PROFESSIONAL III $184 Bryan Fritzler, Principal Technician 29 PE CA #55568 B.S., Civil Engineering, Colorado StateUniversityPRINCIPAL TECHNICIAN $165 Neven Matasovic, Sr. Reviewer, Seismic Characterization 32 PE CA #55861 GE CA #2557 Ph.D., Geotechnical Engineering, University of California at Los Angeles M.S., Geotechnical Engineering,University of Zagreb, CroatiaB.S., Civil Engineering,University of CroatiaPRINCIPAL PROFESSIONAL I $242 Gabe Iltis, Geotechnical 11 EIT OR #74401EIT Ph.D., Environmental Engineering ‐ Oregon PROJECT PROFESSIONAL II $163 EXHIBIT B-1
Rev 4, March 2021 Page 2 Name/Role Year’s Experience Professional Registrations Education Billing Level Hourly Billing RateEngineer 40 HR HAZWOPER State University M.S., Civil Engineering, Colorado StateUniversityB.S., Environmental Engineering, Oregon StateUniversityCourtney Barrett, Sr. Project Engineer 15 PE CA #78076 B.S., Civil and Environmental,University of California, DavisSENIOR PROFESSIONAL I $196 Ryan Berquist, Sr. Engineer/Designer 10 PE CA #77538 B.S., Mechanical Engineering,University of California, Santa BarbaraPROJECT PROFESSIONAL I $142 Noah Campbell, Stormwater Designer 20 PE CA #64963 B.S., Environmental Resource Engineering,Humboldt State UniversitySENIOR PROFESSIONAL I $196 Monte Christie, Sr. Geotechnical Engineer 26 PE CA #58866 GE CA #2630 M.S., Geotechnical Engineering, University ofCalifornia, BerkeleyB.S., Civil Engineering,University of California, Berkeley B.A., Environmental Studies,University of California, Santa CruzSUPERVISING PROFESSIONAL $210 John Hower, Sr. Reviewer, Project Manager 30 PG CA #6524 CEG CA #2142 B.S., Geology, California State University, LongBeach PRINCIPAL I $242 Jordan Graham, Staff Engineer 3 PE CA #91799 PE UT #11741591 40 HR HAZWOPER Nuclear Gauge B.S., Civil Engineering, University of California,DavisSTAFF PROFESSIONAL II $115 Nathan Droivold, Staff Engineer 2 EIT CA #158685 40 HR HAZWOPER Nuclear Gauge B.S., Civil Engineering, Loyola MarymountUniversitySTAFF PROFESSIONAL III $126 Vittoria Zucchelli, Staff Engineer 4 EIT B.S., Civil Engineering, University of Florida,TampaSTAFF PROFESSIONAL II $115 Caleb Miller, Sr. Project Engineer 10 PE California #77424 PE Arizona 11973 B.S., Civil Engineering, California StateUniversity, ChicoSENIOR PROFESSIONAL I $196 Richard Mitchell, Sr. 37 PG CA #4390 M.S., Geotechnical Engineering / EngineeringPRINCIPAL PROFESSIONAL $242
Rev 4, March 2021 Page 3 Name/Role Year’s Experience Professional Registrations Education Billing Level Hourly Billing RateReviewer/Regulatory Liaison CEG CA #1371 Geology, University of California, Berkeley B.S. Geology, California State University, Chico Erik Olhoffer, Sr. CQA Monitor 24 40 HR HAZWOPER NICET Cert Level I Nuclear Gauge ACI Concrete – Level I #561454521 TECHNICIAN II $98 Jason Heffner, Project Geotechnical Engineer 17 PE CA #71122 PE NV #22563 PE OR #80232 B.S., Geological Engineering ‐ University of NV,RenoPROJECT PROFESSIONAL I $142 Robert Valceschini, ET Cover Specialist 32 PE CA # 50522 M.S., Civil & Geotechnical Engineering,University of Nevada, RenoB.S., Geological Engineering, Mackay School ofMines, University of Nevada, Reno PRINCIPAL PROFESSIONAL $242 Francesca Senes, Staff Geologist 1 B.S., Earth Science ‐ Northeastern IllinoisUniversityM.S., Geology ‐ California State University, SanJose STAFF PROFESSIONAL II $115 Ryan Day, Staff Engineer 1 EIT 40‐HR HAZWOPER B.S., Civil Engineering – California StateUniversity, ChicoSTAFF PROFESSIONAL II $115 Alejandro, Valadez, Staff Engineer 2 40‐HR HAZWOPER MSHA Nuclear Gauge B.S., Civil Engineering – California StateUniversity, ChicoSTAFF PROFESSIONAL II $115 Matthew Needs, Staff Engineer 2 GIT 40‐HR HAZWOPER Nuclear Gauge B.S., Geological Engineering – University ofNevada, RenoSTAFF PROFESSIONAL II $115 David Harich, PE, Sr. Reviewer 30+ PE CA # 53287 MBA, University of California, San Diego BS, Civil Engineering, California State Polytechnic University, Pomona PRINCIPAL PROFESSIONAL I $242 Newly added staff is highlighted Staff removed: Michael Yacyshyn (Principal I), David Romo (Sr. Professional I), Nathan Droivold (Staff Professional III), Tyler Kurtz (Staff Professional II) Removed staff may still appear on future invoices for work completed, but not yet billed
Vittoria Zucchelli, EIT
Staff Engineer
geo‐logic.com
Ms. Zucchelli is a Staff Engineer in Geo‐Logic who is experienced in
environmental and solid waste engineering experience with a specialty in
landfill gas (LFG) projects involving system design, construction, and
regulatory compliance. Her experience includes Title V Reporting, Title V
Permit Renewal, New Source Performance Standards (NSPS) Regulations, Gas
Collection and Control System (GCCS) design, Tier 2 landfill gas sampling, and
construction quality assurance (CQA). Examples of her project experience
include the following:
GCCS) Expansion Designs and Construction Engineering Services, RS and
Advanced Disposal Services (ADS), Various Locations (Listed Below)
Evaluated existing LFG collection coverages based on radiuses of
influence for LFG extraction wells, surface emission exceedance locations, and
recommendations from the OM&M personnel to design LFG extraction wells
to maintain or increase gas collection coverages in areas of the landfill.
Evaluated liquid level and depth to bottom measurements and wellhead
monitoring data for existing LFG extraction wells to determine whether a well
would need to be replaced/redrilled or would require a pump due to
regulatory or operational concerns.
Designed LFG extraction well depths and materials specifications based
on surveyed ground surface elevations and landfill top of protective cover,
subgrade, or top of clay layer elevations.
Designed LFG collection (header/lateral), air supply, and liquid
conveyance piping in order to meet and improve landfill gas operational
needs and capabilities.
Evaluated predicted LFG collection flows and condensate generation to
size and evaluate condensate management systems.
Provided cost estimates to be able to keep clients informed based on
budgetary requirements.
Assessed OM&M and site specific needs and recommendations to
design GCCS components that were more durable and sustainable.
Reviewed shop drawings and specifications provided by construction
contractors to meet the requirements and intentions of the designs.
Provided construction management services to provide guidance on the
design specifications and intentions and troubleshoot design/field issues that
occurred during construction with contractors and CQA personnel.
Projects included (Client, Project Name, Location):
-ADS, Cedar Hill Landfill, GCCS Improvements, Ragland, Alabama
-ADS, Eagle Point Landfill, GCCS Design, Ball Ground, Georgia
-ADS, Eagle Point Landfill, Q1‐Q4 GCCS Design, Ball Ground, Georgia
EDUCATION
BS, Civil Engineering, 2016
University of South Florida
PROFESSIONAL
REGISTRATIONS
Engineer‐in‐Training,
Georgia, No. EIT027010
CERTIFICATIONS
40‐HR HAZOPER, 2016
PROFESSIONAL AFFILIATIONS
Solid Waste Association of
North America, 2016‐2020
Vittoria Zucchelli, EIT
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geo‐logic.com
-ADS, Eagle Point Landfill, GCCS Segregation, 18‐Inch Header, Flare Relocation, 36‐Inch Header, Lift
Station and Dual‐Contained Forcemain Design, Ball Ground, Georgia
-ADS, East Baton Rouge Parish North Landfill, GCCS Design, Baton Rouge, Louisiana
-ADS, Evergreen Landfill, GCCS Improvements, Valdosta, Georgia
-RS, Hickory Ridge Landfill, GCCS Design and Construction Engineering Services, Conley, Georgia
-ADS, Star Ridge Landfill, GCCS Improvements, Moody, Alabama
-ADS, Star Ridge Landfill, GCCS Design and Flare Installation, Moody, Alabama
-ADS, Stone’s Throw Landfill, GCCS Improvements, Moody, Alabama
-ADS, Wolf Creek Landfill, GCCS Design, Dry Branch, Georgia
-ADS, Wolf Creek Landfill, GCCS Improvements, Dry Branch, Georgia
-ADS, Wolf Creek Landfill, GCCS Design and Construction Engineering Services, Dry Branch, Georgia
-RS, Oak Grove Landfill GCCS Design, Winder, Georgia
-RS, Oak Grove Landfill, GCCS Design and Construction Engineering Services, Winder, Georgia
-RS, Pine Ridge Landfill, GCCS Design, Griffin, Georgia
-RS, Pine Ridge Landfill Dewatering System Design, Griffin, Georgia
-RS, Pineview Landfill, GCCS Design, Dora, Alabama
-RS, Pineview Landfill, GCCS Design and Construction Engineering Services, Dora, Alabama
-RS, Richland Creek Landfill, GCCS Design, Buford, Georgia
-RS, Richland Creek Landfill, GCCS Design and Construction Engineering Services, Buford, Georgia
Five‐Year GCCS Phasing Plans, RS, Various Sites
Prepared GCCS phasing plan drawing sets for future conditions of landfills based on projected landfill waste
filling, landfill gas flow rates, and liquids removal rates. Drawings included projected LFG extraction wells,
gas collection, air supply, and liquid conveyance piping, abandonments, and other capital expenditures that
would be required to meet regulatory and operational requirements.
Prepared material and engineering cost estimations to provide to clients to allow them to evaluate their
budgetary needs for particular years and to project future landfill gas construction project needs.
Sites included:
-RS, Oak Grove Landfill, Winder, Georgia
-RS, Pine Ridge Landfill, Griffin, Georgia
-RS, Pineview Landfill, Dora, Alabama
-RS, Richland Creek Landfill, Buford, Georgia
Publications and Presentations
Zucchelli, V. 2019. Vertical Extraction Wells: From Past to Present. Presented at Alabama + Georgia Joint Spring
2019 SWANA Conference. Sponsored by SCS Engineers. April 2, 2019.
Ryan Day, EIT
Staff Engineer
geo‐logic.com
Mr. Day is a recent graduate in Civil Engineering from Chico State University in
Chico, California. While attending the University, he interned for the City of
Walnut Creek, California. While there, he worked for both the traffic and
capital improvement disisions, where he utilized his AutoCAD Civil 3D skills
and provided roadway design, traffic analysis, drainage engineering, and other
tasks.
Kiefer Landfill Module 4, Phase 1, Sacramento County, Sacramento,
California
Provided engineering and CAD support during the construction phase of the
project. Prepared drain pipe CAD drawings for seep locations found during
contruction. Reviewed specifications to assure testing compliance.
Ostrom Road Compost Pad, Recology Ostrom Road, Wheatland, California
Provided CQA support for the compost pad construction. Performed on‐site
testing of cement treated base.
Ash Monofill Stage O, Regional Disposal Company, Roosevelt, Washington
Provided engineering and CAD support for the design of the Stage O area of
the Ash Monofill. Prepared CAD drawings and quantity calculations.
Circle Green Compost Facility, Phelan Pinon Hills Community Services
District, San Bernardino County, California
Provided CAD and engineering support for the design of the Circle Green
Compost Facility. Preparded CAD drawings and preparded the technical
report.
Oliveira Compost Facility, Oliveira Enterprises Inc., Byron, California
Provided CAD and engineering support for the design of the Oliveira Compost
Facility. Preparded CAD drawings and preparded the technical report.
American Avenue Disposal Site, County of Fresno, Kerman, California
Provided CAD and engineering support for the clean closure design of the
American Avenue Disposal Site. Prepared CAD drawings and quantity
calculations.
EDUCATION
Bachelor of Science, Civil
Engineering, 2020
California State University,
Chico
CERTIFICATIONS
Engineer‐in‐Training,
CA
40‐Hr HAZWOPER
PROFESSIONAL TRAINING
AutoCAD and Civil3D
Alejandro Valadez
Staff Engineer
geo‐logic.com
Mr. Valadez is a graduate of California State University, Chico, and holds a
Bachelor’s Degree in Civil Engineering. He has performed a variety of
engineering and field tasks since he was hired by GLA shortly after graduation.
He provides design support in AutoCAD 3D software and assists with a variety
of engineering tasks such as quantity calculations and grading plans. He has
experience providing engineering support for construction projects,
construction quality assurance, and has spent time performing laboratory
tests in GLA’s geotechnical laboratory. He supervised workshops as a STEM
volunteer (Science, Technology, Engineering, and Mathematics), and was a
part of the MAES Leadership Academy. Mr. Valadez is bilingual in English and
Spanish.
American Avenue Disposal Site Phase I Clean Closure, Fresno, California
Provided engineering and CAD support for the design of Phase 1 Waste
Relocation. Prepared PS&E design documents including detail design drawings
and the waste relocation work plan and figures for the Phase 1 Waste
Relocation.
Johnson Canyon Landfill Module VII Expansion and Compost Pad, Gonzales,
California
Provided engineering and CAD support for subgrade and fill grading plans
including earthwork calculations for Master Plan. Grading included subgrade,
fill waste, access roads, sumps, leachate collection pipes, ditches, and
benches. Also provided support for a leak detection survey by the water
puddle method in accordance with ASTM D7002.
Kiefer Landfill, Sacramento, California
Provided engineering support for a leak detection survey on slopes by the
water puddle method in accordance to ASTM D7002.
Casmalia Superfund Site, Santa Barbara, California
Provided engineering and CAD support for the design of Casmalia Superfund
Site Central Drainage Area Cap. Provided grading plans by preparing plan
drawings using as‐builts.
Florin Perkins Public Disposal Site, Sacramento, California
Provided support for a hydrologic analysis for this closed site. Peformed
hydrology calculations utilizing the TR‐55 method.
East Otay Mesa Landfill Facility, San Diego County, California
Provided engineering and CAD support for the conceptual design of East Otay
Mesa Recycling Collection Center and Facility Landfill. Prepared a drawing set
for a Report of Compost Site Information.
EDUCATION
B.S., Civil Engineering, 2019
California State Univ., Chico
PROFESSIONAL AFFILIATIONS
Latinos in Technical Engineers
(LTC)
MAES Latinos in Science and
Engineering
National Society of Leadership
and Success (NSLS)
CERTIFICATIONS
OSHA Hazardous Waste
Operations and Emergency
Response Training (40‐Hour)
U.S. Department of Labor
Mine Safety and Health
Administration (24‐Hour)
Nuclear Gauge Density Testing
(ASTM ‐ 6938)
Alejandro Valadez
Staff Engineer
geo‐logic.com
Washington County Landfill Phase 4D Conceptual Design, Washington City, Utah
Prepared design drawings for Phase 4D conceptual design at the landfill.
Yolo County Landfill, Woodland. California
Utilizied Civil 3D to perform volume analysis between topographic and proposed grading surfaces to provide
options for reducing soil volume in a compost pad.
Recology Ostrom Organics Compost Facility, Yuba County, California
Performed nuclear gauge desity testing for soil and gravel compaction as a part‐time CQA on‐site.
Buttonwillow Landfill, Buttonwillow, California
Provided support in vadose zone monitoring and performed continuity testing.
Neal Road Landfill, Paradise, California
Provided engineering support for a leak detection survey by the dipole method in accordance to ASTM D7007‐
16.
South Campus Neighborhood Project, The City of Chico, Chico, CA
Produced a proposal with a final report of a safety improvement plan for existing road conditions to satisfy
Caltrans Standards. Responsibilities included:
‐ Surveying exisiting street conditions.
‐ Assisting in traffic and speed counts.
‐ Using AutoCAD to create cross sections and details.
‐ Estimating project budget.
‐ Cooperating with professionals and professors to find better solutions.
‐ Preparing presentation for professionals and professors.
‐ Writting reports.
Project ultimately proposed ideas for the City of Chico to improve the safety of existing streets located near
school campus.
Matthew Needs, QISP
Staff Engineer
geo‐logic.com
Mr. Needs is a graduate of University of Nevada‐Reno who began his career
with Geo‐Logic Associates in 2017 an intern. He has now transitioned into a
Staff Engineer role in GLA’s Granite Bay, California office. He has worked in
the design of solid waste landfills, construction quality control of landfills,
conducting groundwater sampling and other field work, as well as
conducting ASTM standard geotechnical laboratory tests. He started his
geotechnical engineering career providing laboratory and design support for
open pit mining operations in Nevada. He has experience with liner system
applications including HDPE, GCL, clay, admix soils, geonet, geotextile, and
granular drainage materials. In addition to CQA monitoring of landfill
construction, Mr. Needs assists with the creation of design and detail
drawings for solid waste and composting facilities.
Module 4 Excavation CQA, Sacramento County, Kiefer Landfill
Matthew performed CQA services for the 24 million cubic yard excavation at
Kiefer Landfill and provided real‐time geotechnical recommendations to aid
the contractor in selectively stockpiling excavation soils for future purposes.
He also provided CQA services for a sliver fill located within the cell and
conducted associated compaction and permeability testing, as well as
ensured that the fill and stockpiles met project specifications.
Module 5/13 Separation Liner CQA, Placer County, Western Regional
Landfill
Mr. Needs provided CQA services during subgrade preparation for the
installation of the Module 5/13 liner system. This included reviewing project
submittals, earthworks testing and sampling, working with the contractor to
confirm existing conditions, as well as maintaining a testing catalog that met
the requirements of the project specific specifications.
Phase XX Liner Construction CQA, Republic Services, Ox Mountain Landfill
Mr. Needs provided CQA services for the entirety of the Phase XX
construction at Ox Mountain Landfill. Responsibilities included monitoring,
testing, and sampling during the following activities; rock excavation and
associated earthfill, soil mixture during production of low permeability soil
from an on‐site pug mill, earthworks construction, geosynthetics installation,
upgrade and installation of stormwater control systems, and collection
piping installation.
Phase 4 Liquid Mitigation CQA, Republic Services, Newby Island Landfill
As part of the continuing Liquid Mitigation projects at Newby Island Landfill
Matthew provided CQA services for the deep soil mixture processes during
Phase 4; tasks included logging core of the intermixed concrete and waste
cylinders to ensure they would comply with project specifications for
strength testing.
EDUCATION
B.S. Geological Engineering,
2019, University of Nevada,
Reno
PROFESSIONAL Training
AutoCad and Civil 3D
gINT – Geotechnical Software
CERTIFICATIONS
Qualified Industrial
Stormwater Practitioner
(QISP) #01775
40‐Hr HAZWOPER
CalGeo Loss Prevention
Matthew Needs
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geo‐logic.com
Ostrom Road Landfill Compost Pad Permeability, Recology, Ostrom Road Landfill
CQA monitor for the construction of the Ostrom Road Compost Pad, Matthew provided testing services and
documentation during construction of subgrade and two retention ponds.
Casmalia CDA Cap and Area 3 Closure Design, Casmalia Steering Committee, Casmalia Hazardous Waste
Landfill
Mr. Needs provided engineering and CAD support for the design of the Casmalia CDA Cap and Area 3 Closure.
1F‐2F Cell Design, Republic Services, Wasatch Landfill
Prepared design drawings for Phase IF/2EFcell expansion at the landfill. Utilized AutoCad Civil 3D to develop cell
grading, perform quantity take‐offs and volume analyses between topographic surfaces and develop detail
drawings. Mr. Needs also assisted in developing project specifications for the project.
Ariel Budget Models, Republic Services
Mr. Needs assisted in creating aerial budget models for a multitude of landfill operations. He utilized AutoCad
Civil 3D to develop surfaces and determine quantities.
Preliminary Closure/Post‐Closure Maintenance Plan (PCPCMP), Waste Management, Asuza Landfill
Mr. Needs created landfill surfaces and determined quantities between phased development and final closure
grades in order to develop life of landfill estimates.
Regional Sanitary SSBS and DLDS WDR Compliance, Sacramento County, Sacramento Regional Wastewater
Treatment Plant
Mr. Needs installed and replaced Matric Water Potential sensors at the Sacramento Regional Wastewater
Treatment plan as part of GLA’s involvement with confirming that the site is complying with site‐specific WDRs.
East Otay Mesa Landfill JTD Groundwater Sampling, East Otay Mesa Landfill and Recycling, East Otay Mesa
In support of the development of the site JTD, Mr. Needs assisted in the benchmark groundwater sampling for
the site.
Additional Professional Training
OSHA Hazardous Waste Operations and Emergency Response Training (40‐Hour), CalGeo Loss Prevention
Training, First Aid and CPR Certified.
David Harich, PE
Principal Engineer
geo‐logic.com
Mr. Harich has 30 years of experience of domestic and international
experience in solid waste disposal operations, engineering, construction
management and groundwater development. Results‐oriented leader with
excellent skills in negotiating, communicating, and developing cost effective
solutions for engineering projects and disposal operations. Bilingual with
many years’ experience in public speaking and presentations with state and
local governments.
Waste Management Inc., Corona, California
As Senior District Manager from 2014 to 2020, Mr. Harich managed the El
Sobrante Landfill with over $100 million in annual revenue, 70,000 tons per
week of Municipal Solid Waste, and general oversight of 45 employees.
Provide leadership and cross‐functional management for all departments
including Site Operations, Engineering, Landfill Gas Operations, Environmental
Compliance, Public Relations, Fleet Maintenance and Wildlife Habitat
Conservation. Oversee pricing, cost controls, and regulatory compliance.
Key Achievements:
Developed one of the largest solid waste landfills in the country and
grew revenue from $60 million to $103 million in five years.
Introduced new surveying tools to improve operational efficiency.
Negotiated Collective Bargaining Agreement with Union.
Renegotiated operating permit with County Lead Agency.
Developed and launched Southern California Heavy Equipment Rodeo
competition.
Republic Services, San Antonio, Texas
As the Environmental Manager from 2013 to 2014, Mr. Harich managed the
Engineering and Environmental Compliance for six regional South Texas
landfills. Responsible for capital budget, new construction of landfill cells and
landfill gas collection systems. Worked with Texas Commission on
Environmental Quality (TCEQ) for permitting oilfield waste.
Key Achievements:
Developed new method for on‐site handling of Oil Exploration and
Production waste saving millions in landfill airspace consumption.
Managed new landfill cell construction capital budget and construction
quality control at several landfills.
Collaborated on landfill closure design and remediation at two landfills.
Harich Enterprises Company, Inc. Running Springs, California
As the President and CEO from 1999 to 2013, Mr. Harich created his own well
drilling construction company. Bid on public works projects for municipal
supply and agricultural production wells. Managed payables and receivables.
Created asset allocation strategies. Designed pump development and aquifer
yield programs. Drilled monitoring wells on several southern California
EDUCATION
MBA, University of California,
San Diego, 1999
BS, Civil Engineering,
California State Polytechnic
University, Pomona, 1990
PROFESSIONAL
REGISTRATIONS
Professional Engineer,
California, No. C53287
PROFESSIONAL AFFILIATIONS
General A & C57 contractor’s
license
Waste water collections
operator ‐ CWEA
Water treatment &
distribution operator ‐ CDPH
Member United States
Environmental Training
Institute
Won 1987 CIWMB award for
"Best Large Volume Recycler
at a Landfill or Transfer
Station"
Director for Temescal Valley
Water District
David Harich, PE
Page 2
geo‐logic.com
landfills. Served one year as General Manager for Arrowbear Park County Water District.
Key Achievements:
Created company and grew revenue from $0 to $6million in ten years.
Completed projects for residential commercial water supply.
Completed temporary water supply project for $2 billion expansion at 29 Palms Marine Corps. Base.
Waste Management Inc., Latin America
As the Latin American Landfill Manager from 1994 – 1999, he managed four solid waste landfills for Waste
Management in Latin America. Developed team of people and trained them in proper landfilling techniques
including cut and cover, compaction, landfill gas collection, leachate collection, and storm water collection.
Developed new landfill in Acapulco, Mexico from conception. Conducted business negotiations with local and
state governments and regulators. Created and implemented budgets for all sites.
Key Achievements:
Closed several burn dumps as requested by local governments.
Designed Tijuana Landfill and trained site personnel on operations.
Gave presentations to State and Local governments on proper solid waste management.
Received award from United States Environmental Training Institute.
Bryan A. Stirrat and Associates, Diamond Bar, California
As Project Engineer from 1990 – 1994, he developed and designed new cell construction, GCCS systems, LCRS
systems, composite liner systems, and closure systems. Performed field engineering tasks and construction
management on existing landfills. Developed new technique for preparing cut slopes for geotextile and HDPE
liners systems.
IDTask NameDuration Start Finish Predecessors1TASK 5: DEVELOP WASTE RELOCATION CONSTRUCTION PLANS, SPECIFICATIONS, AND ESTIMATE735 daysMon 6/29/20Fri 4/21/232Prepare Revised 90% PS&E160 daysMon 6/29/20Fri 2/5/213 County Review of Revised 90% PS&E100 daysMon 2/8/21Fri 6/25/2124Respond to County Comments and Prepare 100% PS&E20 daysMon 6/28/21Fri 7/23/2135Call to Present 100% PS&E to County0 daysFri 7/23/21Fri 7/23/2146 County Review of 100% PS&E15 daysMon 7/26/21Fri 8/13/2157Prepare Final PS&E10 daysMon 8/16/21Fri 8/27/2168Bidding and Award110 daysMon 8/30/21Fri 1/28/2279Construction (assumes 52 weeks total including weather delays)260 daysMon 1/31/22Fri 1/27/23810Contract Closeout60 daysMon 1/30/23Fri 4/21/2397/235/316/146/287/127/268/98/239/69/2010/410/1811/111/1511/2912/1312/271/101/242/72/213/73/214/44/185/25/165/306/136/277/117/258/88/229/59/1910/310/1710/3111/1411/2812/1212/261/91/232/62/203/63/204/34/175/15/155/296/126/267/107/248/78/219/49/1810/210/1610/3011/1311/2712/1112/251/81/222/52/193/53/194/24/164/305/1JuneJulyAugustSeptemberOctoberNovemberDecemberJanuaryFebruaryMarchAprilMayJuneJulyAugustSeptemberOctoberNovemberDecemberJanuaryFebruaryMarchAprilMayJuneJulyAugustSeptemberOctoberNovemberDecemberJanuaryFebruaryMarchAprilMayTaskSplitMilestoneSummaryProject SummaryExternal TasksExternal MilestoneInactive MilestoneInactive SummaryManual TaskDuration-onlyManual Summary RollupManual SummaryStart-onlyFinish-onlyExternal TasksExternal MilestoneProgressDeadlineAmerican Avenue Disposal SitePhase I Waste RelocationPage 1Project: Draft AADS Schedule Task 5_7_R2_060Date: Fri 6/4/21EXHIBIT C-1
FRESNO COUNTY 2019 & 2020 FEE SCHEDULE
PROFESSIONAL STAFF UNIT RATE
Staff Professional I ...................................................................................................................... $105.00/Hour
Staff Professional II ....................................................................................................................... 115.00/Hour
Staff Professional III ...................................................................................................................... 126.00/Hour
Project Professional I .................................................................................................................... 142.00/Hour
Project Professional II ................................................................................................................... 163.00/Hour
Project Professional III .................................................................................................................. 184.00/Hour
Senior Professional I ..................................................................................................................... 196.00/Hour
Supervising Professional/Senior Professional II ............................................................................ 210.00/Hour
Principal Professional I ................................................................................................................. 242.00/Hour
Principal Professional II ................................................................................................................ 265.00/Hour
Court Appearance (Expert Witness, Deposition, etc.; four-hour minimum) ............................ 2 x HourlyRate
FIELD/LABORATORY STAFF
Technician I ..................................................................................................................................... 84.00/Hour
Technician II .................................................................................................................................... 94.00/Hour
Technician III (or Minimum Prevailing Wage) ............................................................................... 105.00/Hour
Technician IV ................................................................................................................................ 140.00/Hour
Laboratory Manager ..................................................................................................................... 155.00/Hour
Principal Technician ...................................................................................................................... 165.00/Hour
CADD/GIS
CADD/GIS/Database Manager I .................................................................................................... 100.00/Hour
CADD/GIS/Database Manager II ................................................................................................... 115.00/Hour
CADD Designer .............................................................................................................................. 126.00/Hour
GIS Specialist ................................................................................................................................. 142.00/Hour
SUPPORT STAFF
Administrative Assistant I ............................................................................................................... 80.00/Hour
Administrative Assistant II .............................................................................................................. 95.00/Hour
Technical Editor ............................................................................................................................ 100.00/Hour
Senior Technical Editor ................................................................................................................. 126.00/Hour
*Overtime Premium is 35% of PERSONNEL CHARGE
EQUIPMENT CHARGES
BAT Permeameter .......................................................................................................................... 200.00/Day
Compaction Testing Equipment & Supplies ..................................................................................... 50.00/Day
Peel & Shear Strength Apparatus (FML Seams) ......................................................................... 900.00/Month
Portable Laboratory (8’ x 32’ trailer) with equipment ................................................................ 1,200/Month
Portable Laboratory (mobilization / demobilization) .......................................................................... 1,500.00
ReMi/Refraction Seismograph ........................................................................................................ 600.00/Day
Sealed Single Ring Infiltrometer (SSRI) .............................................................. 200.00/Day or 750.00/Month
Sealed Double Ring Infiltrometer (SDRI) ..................................................................................... Call for Quote
Slope Inclinometer.......................................................................................................................... 250.00/Day
EXPENSES
Vehicle Use for Field Services ............................................................................... 14.00/Hour or 320.00/week
Soil Sampling Equipment & Drilling Supplies .................................................................................... 5.00/Hour
Groundwater Sampling Equipment and Supplies ........................................................................... 15.00/Hour
Per Diem ............................................................................ Lesser of (Cost +15%) or (Local Government Rate)
Outside Services (Consultants, Surveys, Chemical lab Tests, etc.)................................................... Cost + 15%
Reimbursables (Maps, Photos, Permits, Expendable Supplies, etc.) ............................................... Cost + 15%
Outside Equipment (Drill Rig, Backhoe, Monitoring Equipment, etc.) ............................................ Cost + 15%
<continued on next page>
EXHIBIT E-1
PERMITS, FEES AND BONDS
The costs of all permits, fees, and performance bonds required by government agencies are to be paid by
the Client, unless stated otherwise in an accompanying proposal.
INSURANCE
Geo-Logic Associates, Inc. carries workers' compensation, comprehensive general liability and automobile
with policy limits normally acceptable to most clients. The cost for this insurance is covered by the fees
listed in this schedule. Cost of any special insurance required by the Client, including increases in policy
limits, adding additional insured parties and waivers of subrogation, are charged at cost plus 15%. Unless
otherwise stated, such charges are in addition to the estimated or maximum charges stated in any
accompanying proposal.
TERMS
Payment is due upon presentation of invoice and is past due thirty (30) days from invoice date. Past due
accounts are subject to a finance charge of one and one-half percent (1-1/2%) per month, or the
maximum rate allowed by law.
PROPOSAL PERIOD
Unless otherwise stated, a proposal accompanying this schedule is effective for sixty (60) days. If
authorization to proceed is not received within this period, Geo-Logic Associates, Inc. reserves the right to
renegotiate the fee.
FRESNO COUNTY 2019 & 2020 FEE SCHEDULE
SOIL TESTING TEST METHOD UNIT RATE
Atterberg Limits (LL, PL, and PI) ................................................................D4318 ........................ $150.00/Test
California Bearing Ratio (excluding moisture-density curve) ...................D1883 ......................... 250.00/Point
Chloride Content ............................................................................................................................. 50.00/Test
Corrosivity Series (resistivity, pH, sulfate, chloride) ...................................................................... 170.00/Test
Consolidation Test (without rate data – up to 8 loading increments) ......D2435 .......................... 150.00/Test
Consolidation Test (single point) ..............................................................D2435 ............................ 95.00/Test
Consolidation Test Rate Data (per load increment) .................................D2435 ............................60.00/each
Direct Shear Test (at natural moisture) ....................................................D3080 ........................... 65.00/Point
Direct Shear Test (saturated – strain rate 0.0084 inch/min.) ...................D3080 ........................... 75.00/Point
Direct Shear Test (saturated, recycled – strain rate 0.0084 inch/min.) ....D3080 ......................... 120.00/Point
Direct Shear Test (consolidated drained) .................................................D3080 ......................... 175.00/Point
Direct Shear Test (consolidated drained, residual)...................................D3080 ......................... 200.00/Point
Direct Shear Test (large shear box, 12 x 12) .............................................D3080 ......................... 300.00/Point
Expansion Index Test ................................................................................D4829 .......................... 125.00/Test
Expansion Index (cement or lime treated sample) ...................................D4829 .......................... 175.00/Test
Grain-Size Mechanical Analysis - Sand-Clay, including Hydrometer.........D422/D6913/D7928 .... 150.00/Test
Grain-Size Mechanical Analysis - Gravel-Clay, including Hydrometer ......D422/D6913/D7928 .... 200.00/Test
Harvard Miniature Compaction Test ............................................................................................. 250.00/Test
Mechanical Analysis, Percent Passing #200..............................................D1140/C117 .................. 75.00/Test
Mechanical Analysis - Sand or Gravel (no wash) ......................................D422/D6913/C136......... 85.00/Test
Mechanical Analysis - Sand and Gravel ....................................................D422/D6913/C136....... 155.00/Test
Mechanical Analysis - Sand or Gravel .......................................................D422/D6913/C136....... 120.00/Test
Mechanical Analysis - Minus 3” to 200 Sieve, Full Sieve ..........................D422/D6913/C136....... 155.00/Test
Moisture Content .....................................................................................D2216/D4643 ................ 16.00/Test
Moisture Density Curve for Compacted Fill (4-inch Mold) .......................D698 ............................ 150.00/Test
Moisture Density Curve for Compacted Fill (6-inch Mold) .......................D698 ............................ 175.00/Test
Moisture-Density Curve for Compacted Fill (4-inch Mold) .......................D1557 .......................... 165.00/Test
Moisture-Density Curve – Compacted Fill (6-inch Mold)..........................D1557 .......................... 200.00/Test
Moisture-Density Curve – Lime or Cement Treated (4-inch Mold) ..........D1557 .......................... 210.00/Test
Moisture-Density Curve – Lime or Cement Treated (6-inch Mold) ..........D1557 .......................... 250.00/Test
Moisture-Density Single Point ..................................................................T272 ............................... 80.00/Test
Moisture-Density Curve ............................................................................Cal 216 ......................... 175.00/Test
Organic Matter .........................................................................................D2974 ............................ 85.00/Test
Permeability (falling head) .......................................................................CAL220 ........................ 180.00/Test
Permeability (flexible wall) .......................................................................D5084 .......................... 300.00/Test
Permeability (rigid wall - constant head pressure, 2” to 8” mold) ...........D2434 .......................... 300.00/Test
Permeability (rigid wall - constant head pressure, 12” mold) ..................D2434 .......................... 460.00/Test
Permeability (additional consolidation stresses) ............................................................................ 95.00/stage
Permeability (air) ......................................................................................D6539 .......................... 325.00/Test
Pinhole Dispersion Test; 4 increments (remold sample) ..........................D4647 .......................... 400.00/Test
Resistance Value .......................................................................................D2844 .......................... 210.00/Test
Resistance Value – Lime or Cement Treated ............................................D2844/CA301 .............. 260.00/Test
Resistivity & pH Test .................................................................................Cal 532 or 643 ............... 90.00/Test
Sand Equivalent ........................................................................................Caltrans 217/D2419....... 75.00/Test
Soil pH .......................................................................................................D4972 ............................ 20.00/Test
Specific Gravity - Fine-Grained Soils .........................................................D854 .............................. 75.00/Test
Sulfate Content ................................................................................................................................ 50.00/Test
<continued on next page>
SOIL TESTING (continued) TEST METHOD UNIT RATE
Triaxial Compression Test (CD) .................................................................D7181 ......................... 575.00/Point
Triaxial Compression Test (CU with pore pressure) ..................................D4767 ......................... 425.00/Point
Triaxial Compression Test (UU).................................................................D2850 .......................... 125.00/Test
Triaxial Compression Test [Stage (Progressive) Test; CU] .........................D4767 ......................... 1,000.00/Set
Unconfined Compression Test (undisturbed sample) ..............................D2166 ............................ 90.00/Test
Unit Dry Weight and Moisture Content (undisturbed sample) ................D7263/D2216 ................ 22.00/Test
All test methods are ASTM unless otherwise noted.
Special sample preparation and laboratory testing not listed above will be charged at applicable personnel
rates.
All laboratory test rates are for standard turn-around time and normal reporting procedures. Rush orders
will be subject to a 25 percent premium. Manpower requirements or test protocol may preclude the
granting of a rush request.
FRESNO COUNTY 2019 & 2020 FEE SCHEDULE
AGGREGATE TESTING TEST METHOD UNIT RATE
Clay Lumps and Friable Particles ..............................................................C142 ............................ $80.00/Test
Crushed Particles (Fractured Faces) ................................................................................................ 95.00/Test
Durability Index – Fine ..............................................................................D3744 .......................... 120.00/Test
Durability Index – Coarse ..........................................................................D3744 .......................... 140.00/Test
Flat and Elongated Particles .....................................................................CRD119, 120 ................ 105.00/Test
Injurious Organic Matter ..........................................................................C40 ................................ 60.00/Test
Insoluble Residue in Carbonate Aggregates .............................................D3042 .......................... 275.00/Test
Lightweight Pieces in Aggregate ...............................................................C123 .............................. 95.00/Test
Los Angeles Abrasion Test (500 revolutions) ............................................C131 ............................ 160.00/Test
Los Angeles Abrasion Test (1000 revolutions) ..........................................C535 ............................ 180.00/Test
Mechanical Analysis - Sand or Gravel (dry sieve) .....................................C136 .............................. 70.00/Test
Mechanical Analysis (wash 200 sieve) ......................................................C117 .............................. 65.00/Test
Mechanical Analysis (fine with wash 200 sieve) .......................................C136 ............................ 100.00/Test
Rapid Determination of Carbonate Content of Rock ................................4373............................. 120.00/Test
Sample Crushing ............................................................................................................................. 85.00/Hour
Sand Equivalent ........................................................................................D2419 ............................ 75.00/Test
Specific Gravity, Bulk, SSD with Absorption .............................................C128/C127 ................... 110.00 Each
Sulfate Soundness, per sieve size .............................................................C88 .............................. 135.00/Test
ROCK TESTING TEST METHOD UNIT RATE
Density ......................................................................................................D7263 .......................... $35.00/Test
Density, Porosity, Specific Gravity, Water Content ....................................................................... 110.00/Test
Indirect Tensile Strength (Brazilian), Single Break ....................................D3967 ............................ 55.00/Test
Indirect Tensile Strength (Brazilian), 10-15 Breaks ...................................D3967 .......................... 210.00/Test
Point Load Index, Single Break .................................................................D5731 ............................ 35.00/Test
Point Load Index, 10-15 Breaks ................................................................D5731 .......................... 180.00/Test
Rip-Rap (wet / dry, 10 cycles) ...................................................................D5318 ....................... 1,000.00/Test
Rip-Rap (freeze / thaw, 10 cycles) ............................................................D5312 .......................... 800.00/Test
Rip-Rap (specific gravity) ..........................................................................D6473 .......................... 110.00/Test
Rip-Rap Soundness (sodium) ....................................................................D5240 .......................... 400.00/Test
Rock Joint Direct Shear ................................................................................................................. 260.00/Point
Rock Joint Direct Shear, additional normal load ............................................................................. 95.00/Test
Slake Durability .........................................................................................D4644 .......................... 200.00/Test
Triaxial Compression, with Young’s modulus and Poisson’s ratio ................................................ 495.00/point
Uniaxial Strength (peak only; 2.5” maximum) ..........................................D7012 .......................... 130.00/Test
Uniaxial Strength (with stress-strain curve)................................................................................. call for quote
Uniaxial Strength (with stress-strain curve, add modulus and Poisson ratio) ............................. call for quote
Rock preparation, cutting, and grinding ......................................................................................... 85.00/Hour
All test methods are ASTM unless otherwise noted.
Special sample preparation and laboratory testing not listed above will be charged at applicable personnel
rates.
All laboratory test rates are for standard turn-around time and normal reporting procedures. Rush orders
will be subject to a 25 percent premium. Manpower requirements or test protocol may preclude the
granting of a rush request.
FRESNO COUNTY 2019 & 2020 FEE SCHEDULE
GEOSYNTHETIC MATERIALS TEST METHOD UNIT RATE
Seam Coupon Series (thickness, peel, and shear)
Set of 5 each (Quantity 1-10) ....................................................................D6392 .......................... $75.00/Test
Set of 5 each (Quantity 10 or more) .........................................................D6392 ............................ 55.00/Test
Asperity Height .........................................................................................GRI GM12 ...................... 35.00/Test
Liner Puncture Testing up to 350 psi ............................................................................................. 260.00/Test
Liner Puncture Testing over 350 psi .............................................................................................. 410.00/Test
Large Scale Direct Shear (ASTM D5321 and D6321)
Geosynthetic vs Geosynthetic – Method A .................................................................................. 210.00/Point
Soil vs Geosynthetic Friction – Method B ..................................................................................... 260.00/Point
GCL Internal Shear ............................................................................................................... 310.00/Point
Shear Speed (<0.04) ............................................................................................................. 110.00/Point
(Shear rate dependent on soil drainage characteristics and engineering specifications)
Substrate Remolding Fee ........................................................................................................ 60.00/Test
Additional Saturation Time (>24 hours) .................................................................................. 60.00/Day
GCL Testing
Index Flux Testing .....................................................................................D5887 .......................... 270.00/Test
Fluid Loss ..................................................................................................D5891 ............................ 75.00/Test
Swell Index ................................................................................................D5890 ............................ 70.00/Test
Mass per Unit Area ...................................................................................D5993 ....................... 70.00/Sample
Custom Liner Testing ................................................................................................................... call for quote
All test methods are ASTM unless otherwise noted.
Special sample preparation and laboratory testing not listed above will be charged at applicable personnel
rates.
All laboratory test rates are for standard turn-around time and normal reporting procedures. Rush orders
will be subject to a 25 percent premium. Manpower requirements or test protocol may preclude the
granting of a rush request.