ORIGINAL
`City of Centralia
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`Engineering l}epartme?t M SEoRs 14 g
`| 1% W. Maple MR 22 PH 3: 42
`P.O. Box 609 it .
`Centralia, WA 98531 REQUY 1+ iR .oy
`F - i | (360) 330-7653 Bus. SRR L CMMIS SN
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`March 15, 1988
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`10%3
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`Mr. David Lord ;
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`Faderal Energy Reguiatory Commission :
`Porland Regional Office g J
`101 SW Main Street, Suite 905 = 20
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`Porlland OR 87204 £
`RE: Yalm Hydroelectric Project / Fish Screen and Spillway No. 3
`Dear Mr. Lord:
`
`Enclosed are three copies of the revised QCIP incorporating the comments from Mr. Hall's March
`2, 1933 letter along with Ms. Karen Komher's resume’ who will serve as Mr. Goto's backup.
`
`We are retaining Ecological Land Services to serve as the environmental monitor for the project.
`Mr. Roy Garmrisen of that firm will perform the required inspections and | have enclosed his resume’
`for your raview.
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`We will be submitting the Cofferdam and Deep Excavation Plan, which will include a discussion of
`the safety and escape routes. This will be submitted at the same time as the Erosion and
`Sediment Control Plan. The Canal Refilling Plan will be submitted later in the project.
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`If you have any questions or concemns, please contact me at {360) 330-7653.
`
`Sincerely,
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`=
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`an Stemkoski, P.E.
`City Engineer
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`Jan/SpithwayiLord? i
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`490329022 9-3
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`1789
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`YELM HYDROELECTRIC PROJECT S94y; . £ STk 1gp,
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`FISH SCREEN AND SPILLWAY NO. 3 FFELI:! £t
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`FERC PROJECT NO. 1070p3 Fffl'fb; "'7'E;f~ffifs}§;nn
`-"'"'"'-———_
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`CONSTRUCTION QUALITY CONTROL INSPECTION PROGRAM
`
`BY CHZM HILL
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`December 15, 1998
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`Introduction
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`The purpase of this Construction Cuality Control Inspection Program is to provide a reference guide
`for maintaining consistent and effective quality control procedures during construction of the Yelm
`Hydroelectric Project Fish Screen and Spillway Mo. 3. As the owner, the City of Centralia will be
`solely responsible for developing and executing this program,.
`
`This plan has 5 major sections;
`# Section | explains the major project elements.
`
`* Sechion I describes the quality control inspection and testing program which includes field wests,
`field laboratory facilities and the planned use of commercial testing services.
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`* Section } details the construction management organization, including the roles and
`responsibilities of the project team members
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`# Sechon 4 describes the schedule of construction showing all major features of the project.
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`* Section 3 references the erosion control and other environmental measures required for the
`project,
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`Section 1 - Major Project Elements
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`Thus project, known as the Yelm Hydroelectric Project, Fish Screen and Spiflway No. 3, includes the
`following major work activities:
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`* Atthe site of the existing Centralia Dam on the Nisqually River, an 800-cfs fish screen in the
`Centralia Canal will be constructed. This strecture includes a concrete canal section, flat plate
`wedge wire screen panels, screen cleaners, control gates, 38-inch HDPE bypass piping and a
`concrefe check structure, demolition of the existing fish screen mechanism and installation of a
`trash rake.
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`* At the site of the existing powerhouse and Spillway No. 3, a new spillway will be constructed and
`shall include a new concrete spillway structure, spillway gates, large diameter welded sieel pipe
`spillway and concrete stilling basin. After completion of the new spillway, the existing spillway
`will be blocked and backfilled.
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`Section 2 - Quality Control and Inspection Program
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`During construction of the project, the City of Centralia will have one full time construction manager
`onsite to monitor construction. This person will be responsible for maintaining the overall quality
`control and inspection and testing program and project administration. His duties will include overall
`censtruction inspection, Reld tests, coordination of commercial testing labs, coordination of special
`inspechions by the engineer, preparing daily logs and submittal of these and other pertinent inspection
`reports to the Federal Energy Regulatory Commission (FERC) on a regular basis.
`
`The City’s consulting engineer, CH2M HILL will also provide special inspection as required on
`specific technical issues. These inspections will focus on geotechnical construction issues and other
`specialty inspections to ensure compliance with the contract documents and the City's” project
`requirements,
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`Pertodic inspections will also be made by FERC staff during construction. The City's construction
`manager will inform the agencies of when this construction is occurring in order to coordinate the
`timing of these inspections.
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`A project field office will be established on the project site. This office will be used by the
`construction manager for all field office work, including maintenance of quaiity control and contract
`administration records, meetings, and storage of field testing equipment.
`
`The construction manager's project involvement will begin with a thorough understanding of the
`contract documents. The construction manager will attend the preconstruchon meeting and will then
`monitor the progress of the work from notice-to-proceed through completion. The frequency of
`observation will be as needed to adequately measure contract compliance.
`
`The quality control testing required for this project is described in detail in the contract documents
`and should be referred to directly for specific information. A listing of the major tests and the
`associated inspection responsibility is listed below.
`
`02220 Aggregate Source %
`02220 Gradation X
`(02220 Compaction X
`02367 Sheet Pile Inspection X
`02570 & | Steel Pipe & Fabricated Specials X
`02572
`03300 Concrete Mix Design X
`03300 Reinforcing Ste] X
`03300 Batch Plant Venbications X
`03300 Concrete Slump, Air Entrainment, X
`Cylinders
`03300 Concrete Compressive Tests X
`03600 Grout Samples X
`03600 Grout Compressive Tess x
`16950 Electrical Testing X
`» Soils
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`Certification that the material conforms to the specification requirements along with copies of the
`test results from a commercial testing laboratory shall be submitted to the Engineer for approval
`al least 5 days before the material is required for use. No imported materials shall be delivered 1o
`the site until the proposed source and materials test have been tentatively accepted in writing by
`the engineer. Final acceptance will be based on test made on samples of material taken from the
`completed and compacted course. The completed course is defined as a course or layer that is
`ready for the next layer or the next phase of construction. All testing for final acceptance shall be
`performed by the Engineer,
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`Gradation test shall be made on samples taken a1 the place of production prior to shipment.
`Samples of the finished product for gradation testing shall be taken from each 1,500 tons of
`prepared materials or more often as determined by the Engineer, if variation in gradation is
`otcurring, or if the material appears to depart from the Specifications. Test results shall be
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`forwarded to the Engineer within 48 hours after sampling.
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`If tests conducted indicated that the material does not meet specification requirements, material
`placement wall be terminated until correchive measures are taken. Matenial which does not
`conform to the specification requiremenits and is placed in the work shall be removed and
`replaced at the Contractor’s sole expense. Sampling and testing performed by the Contractor
`shall be done at the Contractor’s sole expense.
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`Casi-in-Place Concrete and Grout
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`All concrete and grout shall be batched in a prequalified manual, semi-automatic, or automatic
`plant. All concrete production facilities will be subject to verification inspections at the
`discretion of the Engineer. Verification inspections are a check for: current scale certifications:
`accuracy of water metering devices; accuracy of the batching process; and venification of coarse
`aggregate quality for Contractor-provided designs.
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`Concrete cylinders for strength testing will be made, cured and tested in accordance with ASTM
`C31 and ASTM C39. Samples shall be taken, at least once a day, with intervals between testing
`not exceeding 150 cubic vards or 5000 square ft of surface area for walls and slabs. For sach
`sample four test cylinders shall be made. Testing will be conducted at 7 days, 14 days and 28
`days the fourth cylinder will be cast as a spare. The frequency of testing may changed at the
`discretion of the construction manager. Concrete samples for slump (ASTM C143-90a) and test
`cylinders {ASTM C31 and ASTM C39) shall be taken at the placement or discharged point for
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`pumped concrete,
`Steel Pipe Welding & Fabricated Specials
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`All pipe, linings, welds and related work shall be subject to inspection at the place of manufacture
`andfor the place the work is performed in accordance with the provisions of ANSFAWWA C200,
`C205, C206 AND C602. After the joint configuration is completed, each length of pipe of each
`diameter and pressure class shall be shop-tested and certified to a pressure of at least 80 percent
`of the yield strength of the pipe steel. Test pressure shall be mamtzined for a minimum of 5
`minutes. Production weld tests as required in ANSVAWWA C200, except weld tests shall be
`conducted on each 5,000 feet of production welds at a minimum. Additionaily, at least one set of
`tests per operator per work shift shall be performed.
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`As 500n as practicable after the welding of each joint, all field-welded joints shall be 100 percent
`visually inspected by a certified welding inspector, Visual acceptance criteria shall be in full
`conformance with ANSIVAWS D1.1, Paragraph 10.17.5. All defects shall be chipped out,
`rewelded, and refested,
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`Electrical Testing
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`The project’s elecirical equipment and components shall be tested by a qualified electrical testing
`laboratory. The tests and inspections shall establish that 1.) All electrical equipment is
`operational within industry and manufacturer’s tolerances, 2.) Installation operates properly, 3.)
`Equipment is suitable for energization, 4.) Installation conforms to the requirements of the
`Contract Documents and NFRA 70, NFPA 70E, and ANSI C2.
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`The inspection and testing shall be performed in accordance with NETA ATS, industry standards,
`and manufacturer’s recommendations.
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`Section 3 - Organization
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`This section outlines the construction project team organization and responsibilities of individual
`leam members. A project organization chart is shown in Figure 1.
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`City of Centralla - The City"s staff members and their involvement in the project is as fallows:
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`Mr. William C. Cummings, Light Dept. Director - Mr. Cummings will be the principal in charge of
`the project and will report directly to the City Council,
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`Mr. Ron Whitman, Light Dept. Generation Manager - Mr. Whitman is responsible for all activities at
`the Yelm Hydroelectric Project and for direct communtcations with FERC Regional staff.
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`Mr. Jan Stemkoski, City Engineer - Mr. Stemkoski will assist Mr, Cummings in engineenng matters
`and will ensure that qualified staff is available as needed for project inspections and will oversee Mr,
`Roe's work on the project. He will be onsite approximately two days a week to observe
`construction. He will also prepare monthly reports to Federal Energy Regulatory Commission
`(FERC).
`
`Mr. Curtis Roe, Construction Manager - Mr. Roe will be the construction manager for the City and as
`such will be the main pomnt of contact with the Contractor. He will be responsible for ensuring that
`the Contractor completes the project in accordance with the Contract Documents, He will perform
`construction inspection, field test, coordination of commercial testing laboratories, coordination of
`special inspection by the engincer, prepare daily inspection reports, and submit these and other
`pertinent inspection reports to FERC on a regular basis. He also has the authonty to stop work if
`required for any reason.
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`CHIM HILL - As design engineer, CH2M HILL will provide Services During Construction (SDC)
`and have responsibility for office engineering and periodic site inspections to assist Mr. Roe in
`ensuring the quality of the constructed project. StafT assigned to the project will include;
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`Robert Gation, Project Manager - Mr. Gatton has overall responsibility for providing technical and
`managerial support and staffing for the project.
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`Shirfi Goto, SDC Manager - Mr. Goto will be the main point of contact with Mr, Roe. He will
`coordinate all of the CHZM HILL activities in the office and will visit the site at the biweekly
`meelings 1o stay current on construction progress as well as for required special inspections. He will
`observe structural steel installation and pipe welding on a periodical basis to verify conformance with
`the design.
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`Karen Kornher — She will serve as the backup for Shinji Goto if he is not available,
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`Organization Chart
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`The fiollowing organization chart depicts the stafl and lines of communication between members of
`the project team.
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`Willias C. Cuminisga
`Light Dwpt. Carsetor
`ity of Canaralia
`B W habman Ty St b
`iy [T Gty <y
`Rty Cliy of Cantralia Clty of Cantnulin
`|
`Cuartis Fon bt Gabion
`Frojecy gz
`oy of Covbralia CHOM HTLL
`[ E 1
`thirg G
`Spcial i pontion Protwc! Manager 0 Mg
`Caimrli ey OHEN HELL
`Figure 1
`Pregect
`Organization
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`Section 4 - Construction Schedule
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`The following is the anticipated schedule for contractor sclection and construction of the project.
`This schedule will be replaced with the contractor’s schedule after its development and review,
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`Section 5 = Erosion Control and Environmental Measures
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`A separate document titled " Erasion and Sediment Control Plan™ has been prepared to specifically
`address the erosion and sedimentation controls and environmental measures required for this project.
`The intent of this document is to have the Contractor adopt and act on this plan. The Contractor shall
`submit a plan to the City based on the contents this document with medification for exact locations of
`the sedimentation pond as required to facilitate construction.
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`This decument should be referenced for further information regarding this subject.
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`SHEm: o 1]
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`99 =
`Karen L Kornher R 22 py 3: 43
`Structural Engineer HEEUI.L.&? {5 ,.fi ALY
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`Education
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`M.5., Civil Engineering Structures, Washington State University
`B.5. Civil Engineering, Washington State University
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`Professionai Registrations
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`Professional Civil Engineer, Washington
`Professional Structural Engineer, Washington
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`Distinguishing Qualifications
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`Relevant Experience
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`Ms. Komber is a structural engircer whose responsibilities include design and analysis of
`cast-in-place and precast congrete, steel, masonry, wood, cable systems, fabric structures,
`and structuzal plastics. She has served as projoct manager, design manager, and lead
`structural enginecr as well as staff structural engineer. She has been involved in all aspects
`of project excouhon, including preliminary design, detail design, specification preparation,
`design review, and engineering services during construction.
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`Hydropower
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`Floating Fish Guidance Curtain and Fish Ladder Extension, Ice Harbor Dam, U.5. Army
`Corps of Engineers, Walla Walla District. Designed 2500° x 60° floating Hypalon fabric
`curtain including floating boom tank supports and variably weighted bottom tanks
`Detailed all fabric reinforcement, laps, and ladder penetration details, Designed supporting
`cable system. Wrote specifications for cable, shackles, and other marine hardware.
`
`Shallow Fish Guidance Curtain, Rock Island Dam, Chelan County PUD, Wenatchee,
`Washington. Lead structural engineer. Preliminary design of fabric fish guidance curtain
`including supporting boom tanks and bottom and shore anchor systems. Performed
`selection analvsis on several types of fabric.
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`Fish Guidance 1995 Prototype, Rocky Reach Dam, Chelan County PUD, Wenatchee,
`Washington, For prototype fish screening facility, designed secondary screens, bypass
`switch, and tacility for capturing juvenile fish,
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`Page 2 of §
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`Trash Boom, Rocky Reach Dam, Chelan County PUD, Wenatchee, Washington, Designed
`cable svstems and anchorage for 860-foot-long precast concrete trash boom.
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`Agriculturalfirrigation
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`Dryden Canal Fish Screen Facility, Chelan County PUD, Wenatchee, Washington. Lead
`structural engineer, designed and prepared specifications for concerete canal liner and fish
`screcn and screen cleaner supports for Dryden Canal.
`
`Industrial Wastewater Treatmeant
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`Process Improvements, General Dynamics, San Diego, California. Lead structural
`engineer for pile-supported, 15,000-square-foot industrial process facility, which included a
`steel clarifier with a concrete base integral with the slab and multiple tanks. Main srructural
`effort was to design the piles and slabs for earthquake {Zone 4) loading under liquefied soil
`conditions.
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`WWTP Upgrade Project, Boise Cascade, West Tacoma Mill, Washington. Lead structural
`engineer for design and specifications for 13(-foot-diameter primary clanifier and acration
`pond pipe support system including all thrust restraint. Provided services during
`construction.
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`Treated Effluen: Disposal Facility, Hanford 300 Area, Department of Energy, Hanford,
`Washington. Designed prefabricated metal building footing and 90- by 140-foot process slab
`for a treated effluznt disposal facility including all pipe and conduit support systems.
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`Industrial Waste Treatment Complex, U.5. Navy, Pearl Harbor, Hawaii. Designed metal
`building footings with integral containment basins; pipe and conduit support systems; and
`access platfurms, ladders, and stairs for a 90- by 200-foot waste process building with bulk
`storage, treatment, and control reom areas. Treatment equipment consisted of 29 tanks, 43
`pumps. and 2 filter presses.
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`Plant Upgrade, Texaco, Anacortes, Washington. Lead structural engineer for aluminum
`covers fur existing dissolved air flotation basins. Designed system to fit around existing
`mixer motors without modification and to use existing bridge for support.
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`Structural Design, Multiple Clients. Provided structural design support for process
`revisions for several industrial clients, including Weyerhaeuser, Fleishmann's Yeast, and
`Overall Laundrv, Designed pipe supports, platforms and stairs, equipment pads with
`earthquake tie-downs, and footings for large steel tanks. Also wrote specifications for tank
`procurement and all other situctural work.
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`Wastewater
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`Deer Park Treatment Plant Upgrade, Deer Park, Washington. As design manager and lead
`structural engineer, coordinated final design effort including work done in Spokane, Seattle,
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`Page 3of 5
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`and Corvailis. Design and specifications for all structural components, including concrete
`caisson pump well, headwork structure, modification to existing building for chiorine
`storage and engine generator, and wood frame lab building.
`
`Manchester Wastewater Treatment Plant Upgrade, Kitsap County, Washington. Lead
`structural enguneer for design and specifications for all souctural companents, including
`blower building, sequencing batch reactor basin, and all asscciated fabricated meta hwork
`(stairs. platforms, and pipe supports). Performed services during construction.
`
`Morth Spokane Interceptor Extension, City of Spokane, Spokane, Washington. Lead
`structural engineer for design and specifications for three pump stations and two caisson
`wet wells {26-foot-diameter by 28-foot-deep and 13-foot-diameter by 15-foot-deep).
`Coordinated design of imber-framed MCC/Engine Generator Building. Performed services
`during construct:on.
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`Post Point Water Treatment Plant, City of Bellingham, Bellingham, Washington. Designed
`oxygen-acrivated sludge basin and screenings facility.
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`Wastewater Treatment Plant Upgrade, McMinnville, Oregon. Designed two oval-shaped
`aeration basins and two tertiary clarifiers
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`Domestic Water
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`Reservoir Improvements Project, Modern Electric Water Company, Spokane, Washington,
`Project manager, lead structural engineer, and resident engineer for improvements to two
`500,000-gallon, welded-steel, 120-foot-tall elevated water storage reservoirs.,
`
`Tolt No. 2 Pipeliue Phase 2 and 3 Improvements, Seattle Watar Department, Seatile,
`Washington. Lead structural engineer for design and specifications for two buried CII
`concrete line vaive stations, a 95-foot-deep by 20-foot-diameter and 41-foot-deep by 2{-foot-
`diameter blow-off shafts, and pile supported pond crossing. Also designed a steel girder
`bridge for a Al-inch water line spanning 120 feet.
`
`Cougar Mountain Water System Improvements, City of Bellevue, Washington. Lead
`structural enginecr and project manager for services during construction for two steel water
`storage reservoirs {2 million and (.3 million gallon) and pump station.
`
`Water Treatmen: Plant Modification Project, City of Richland, Washington. Designed
`fabric baffles for chlorine detention in existing clearwell. Coordinated construction of
`contractor-designed fabric canopy structure,
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`Tubbs Hill Reservoir Improvements, City of Coeur D*Alene, Idahe. Struchural
`inveshgation and preliminary design for existing rectangular concrete TESETVIL,
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`Wastewater Water Treatment Plant Reclamation Facilities, City of Sequim, Washington.
`Designed CIP conerete filtration facility and 525-foot-long holding pond flow-through
`strucrure.
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`Water Systems Improvements, City of Dallas, Oregon. Designed extension to existing CIP
`concrete tilwation facility
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`Solid Waste
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`Solid Waste Recycling and Transfer Station Modifications, North Snohemish County,
`Washington. Designed modifications required for compactor installation at a salid waste
`transfer station.
`
`Compasting Facility, City of Port Townsend, Washington, Lead structural engineer for
`design and specifications for pole building, process slabs, a batch reactor basin, and pond
`structures. Performed services during consiruction.
`
`Stevens County Landfill Receiving Facilities, Stevens County, Washington. Lead
`structural engineer for design and specifications for fransfer station npping pit and retaining
`wall. Performed services during construction.
`
`Water Resources
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`Kitts Corner and South 336th Street Regional Stormwater Detention and
`Wetlands/Stream Zestoration, Federal Way, Washington. Design manager and lead
`structural engineyr for stormwater detention system including pond inlet and outlet
`structures
`
`Stormwater Drainage System, Intalco Aluminum Corporation, Ferndale, Washington.
`
`Lead structural engineer for design and specifications for diversion structures and pond
`inlet and outlet structures.
`
`Cadman Stormwater Treatment System, Seattle, Washington. Lead structural engineer for
`design and specifications for precast wet well detention vault, and pipe supports.
`
`Architectural Support Services
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`Engineering Services, Pan Abode Log Homes, Renton, Washington. Froject manager
`designed gravity and lateral load resisting systems for log and wood frame homes.
`
`Construction Management
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`Anacortes Wastewater Treatment Plant, Anacortes, Washington. Resident inspector for
`treatment plant construction.
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`Modern Electric Reservoir Improvements, Spokane, Washington. Resident engineer and
`project manager for erection of two 300,000-gallon elevated water starage Teservoirs.
`
`Services during construction for projects. Shop drawing review, clarifications and
`interpretations.
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`Bridges
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`Bridge Girder Design. Precast girder bridge design including Myakka River Bridge and
`Jacaranda Boulevard Brdge, Flonda, and Peppers Bridge, Washington.
`
`Hawthorne Bridge, Portland, Oregon. Design review.
`
`Other
`
`Underground Storage Tank Removal and Replacement, Eastern Washington University,
`Cheney, Washington. Lead structural engineer for concrete slab fuel island and canopy
`foundation. Reviewed and coordinated contractor-designed canopy.
`
`Vehicle Fuel Station and Washing Facility, Washington Water Power Company, Spokane,
`Washington. Lead structural engireer for CTP concrete fuel sturage vault under concrete
`slab fuel island integral with canopy foundation. Reviewed and coordinated contractor-
`designed canopv, Provided services during construction.
`
`Professional Memberships
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`Structural Engineering Association of Washington
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`Specialized Training
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`Certified Washington State DOT Bridge Inspector. Certified Oregon State DOT Bridge
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`Inspector. Inspected over 150 bridges in Oregon under contract with Oregon Department of
`Transportation.
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`Publications/Presentations
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`With Carlton L. Ho and George Tsiatas. Ground Motion Model for Puget Sound Cohesionless
`Seil Sites. Farthquake Spectra. May 1991.
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`Presented paper on Earthquake Response Specira for Use in Bridge Design at N.S.F. 1588
`Bridge Research in Progress Symposium in Des Moines, lowa,
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`140 Nevada Place of Mobil (360) 430-4903
`Longview, Washinglon 98632 ROY L. GARRISON Office (360) 578-1371
`PROFESSIONAL EXPERIENCE
`
`ECOLOGICAL LANDSCAPE SERVICES, INC. (ELS); Longview, Washington
`
`ASSOCIATE- 1997 fo Present
`
`Environmental consuiting: surface mine reclamstion and permitting, erosion contrel planning & implementation, soils
`implementation, vegetation monitoring, stream typing, forest practice applications, construction management, excavalion and
`grading permits. Comprehensive project perminting and negotiations for local, state and federal regulatory agencies.
`
`CENTRALLA MINING COMPANY (CMC); Ceniralia, Washington (formerly WIDCO)
`
`RECLAMATION SUPERVISOR- 1990 to 1997
`
`Responsible for developing, coordinating and administering shortlong range reclamation plans for 14,000+ acre surface coal
`mine. Responsible for coordinating and assuring emvironmental compliance issues for reclaimed lands with local, state. and
`federal agencies. Superviss reclamation centracts which inchude: reforestation, plant materialsitres murseries, revegetation
`surveys, aerial and ground applications of seed, fertilizer, and herbicide, soil amendments, soil sampling, agricultural practices,
`waterway and channel construction, sediment and erosion contral structares. Assess and monitor vegetative success for a wide
`variety of plant species on forestry, wetland/riparian, and agriculture land uses, Linison for regulatory mine inspections smd
`provide technbcal suppon for reclamation permitting kssues. Developed scund working relationships with U5, Fish & Wildlife,
`Washington State Depanment of Wildlife, U.S. Department of Interior Office of Surface Mining, U.S. Depamment of
`Agriculure, and Washington State Department of Matural Resources. Develop reclamation capital and operating busdgets.
`Comparty representative for Federal hearing testimony, public relations, reclamation associations, and education programs.
`Received national recognition from the U.S. Depastment of the Interior for company's exemplary reclamation: 1993 Wildiife
`Management Award and 1990 Reforestation Directors Award.
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`WASHINGTON IRRIGATION & DEVELOPMENT COMPANY (WIDCO)
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`SOILS, REVEGETATION & PROPERTY SPECIALIST - 988 to 1990
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`Responsible for developing and administering roclamation operation contracts. Develop successful reclamation on mine lands
`through sound soil and vegetation principles and practices. Monitor vegetation suceess to determine species most suited for site
`specific ground conditions and land we. Provide technical support for regulatory, permitting and compliance issues. Conduct
`inspections with regulatory agencies and coordinate violation abatement processes. Managed property leases and wildlifie
`enhancement progrims. Assigned as commmumication liaison for a large solid waste project between subsidiary company and
`mane staff,
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`RECLAMATION AND SOILE ADMINISTRATOR - 1985 1o 1988
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`Assign and schedube activities for reclamarion supervisor and equipment. Oversee equipment purchases, maintenance and parts
`inventory for aver 30 pieces of reclamation. Develop and administer short/long range reclamation plans, Adminisier contracts
`related to reclamation activities and environmental programs. Prepare and sccount for capital and operating budgets {$2.0 -
`32.5 million). Coordinate regulatory compliance issues with local, state, and federal agencies. Developed employes irRining,
`invceniive, and professional growth programs for supervisor and crews,
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`RECLAMATION AND SOILS SUPERVISOR - 1979 o 1985
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`Assign and schedule operational activities 1o union employees. Operations include: slope grading, topsoi] handling, erosion
`control structures, tillage, reforestation, seeding, feriilizing, mulching, herbicide application, soil sampling, and road
`construction. Supervised contracted reclamation services. Responsible for purchasing repair pars and supplies for all
`reclamation equipment. Assisted in planning, budgeting, equipment acquisition, contract prepartion, and water qualiey
`programs. Developed safety, equipment training, and employee development programs.
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`RECLAMATION TECHNICIANHEAVY EQUIPMENT OFERATOR (summers, aitending college) - 1975 to 1979
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`Supervised reclamation field crews. Liaison with regulatory agencies and universities to assist in soils and revegemation
`programs. Implemented soil studies in the field and laborstory. Assisted water quality program in surface and ground water
`swmpling. Operated twin engine scraper, D=9 dozer, [20-ton truck, agriculiure raciors and various hand tools.
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`Resume
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`o
`ROY L. GARRISON
`EDUCATION
`- BS - Plart/Soil Science (Soils option) Montans Seate University Hozeman, Montana
`» Environmental Science Central Washington University Ellensburg, Washington
`CONTINUED EDUCATION
`Certified Professional in Erosion and Sediment Control {exams I & 11). International Erosion Control Assn
`Wetland Delineation Training Course (5 day). Texas A&M University
`- Sedmont I WorkshopHydrology Softwaze, University of Kentucky
`= Ecomomic EvaluationTnvestment Decisions. Colorado School of Mines
`= The Enginéer as Manager. Pacifie Lutheran University
`- Critical Path Scheduling. Pinnell Engineering
`= Management and Supenasor Workshops. Comzltants
`- Proficient in PC word processing, spreadsheet, and database programs. Software training courses
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`CURRENT CERTIFICATIONS AND LICENSES
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`- Wetland Delineator Centification, US Army Corps of Engineers, Tech, Rpt. Y-87-1, Sec. 307(¢) of WRD Act of 1990
`- Hazardous Waste Operations And Emergency Response Training - 24 & 40 Hr., 29 CFR 1910.820
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`MEHA Impoundment [nspector, 30 CFR. 77.216-3
`Private Pesticide Applicator License, WSDA
`- Traimer for Werker Protection Standands, 40 CFR 170
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`ASSOCIATIONS
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`- Soil Science Society of America
`- The Soil and Water Conservation Society
`- American Soctety of Surface Mining and Reclamation (ASSMR)
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`PUBLICATIONS
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`.. Hapdh stern Reclamatios n; Techrique authar, 1957 U.5. Department of The
`lrmmlflflir::ufflurfauh-fimng
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`Garmizon, BL., Wisch, J.C.; W AT T ig Ming; Submitied o the U5, Departrient OF The Interior
`Office Of Surface Mnun;g; Rmmd Ih: 1993 wudhib !u'[uwmfiuwd.
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`Garrison, R.L., Reforcstation ai inning Effocy; Presented at the American Society of Surface
`hhmntmdfluhuuumflrmu]hiufinghfluflnhfi:mimlm Received U5, Department OF The Interior
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`s OF Drill Holg
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`- Scha.'lh' 'I-'-l'i'-'l fltrnmn..R.L Dwolthopf, DT ] ity B itical Ana
`H | bt ] .r-=.|l|lr| mmlflmmwm Presemied by
`R.LGmumflfl:flmmn%flufimhfimugmflhflm&flmudfwflmmwmmmm
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`Calgary, Alberta; August Iflm
`Gurrison, BLL.; Reclamsation iz Disturbed Lan 2= ashingion: Presented at the Infernational
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`bmmm(:mmwmmlhhcflng. Dallas, Texas; IH-&.
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`PERSONAL DATA
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`Age: 42, Married, 3 Children, Excellent Health
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