The URL can be used to link to this page

Home My WebLink AboutA035 - June 24, 2025, Regular Meeting of the Ames City CouncilITEM #:37 DEPT:PW June 24, 2025 Staff Report PRESENTATION OF R3C CONCEPTUAL DESIGN BACKGROUND: On May 7, 2025, the City Council approved an agreement with HDR Engineering, Inc., of Omaha, NE, for professional engineering services to develop a Resource Recovery and Recycling Campus (R3C). The R3C represents a new approach for the disposal of solid waste. The new facility is intended to receive solid waste, recyclables, and yard waste. The solid waste would be consolidated and transported to a landfill for disposal; recyclable materials would be forwarded to recyclers; yard waste material would be either composted on site or hauled off-site for disposal. The City has purchase agreements in place for approximately 9.5 acres along Freel Drive on which to construct the R3C. Geotechnical and environmental studies have been conducted. The closing for the property transactions is scheduled for July 18. The final component of due diligence includes preliminary design efforts and a review of the proposed financial and tipping fee structure for the R3C. HDR has completed its preliminary concepts and financial modeling and is now prepared to present them to the City Council for review. CONCEPTUAL DESIGN: HDR has developed a conceptual design for the R3C that maximizes the available space along Freel Drive. This design is a high level overview of how operations will occur on the site and is intended to be further refined during the final design development stages of construction prior to bid documents being created. Commercial Entrance and Tipping Floor For safety, commercial haulers of municipal solid waste (MSW) and recyclable materials are separated from individual car line customer traffic at the site entrance. Commercial haulers proceed directly to the transfer station’s tipping floor, where MSW or recyclables are deposited. The tipping floor is sized to temporarily store several hundred tons of MSW in the event of severe weather, winter road closures, or other emergencies that may interrupt transfers to Carroll County. While such events are expected to be rare, the design includes capacity for emergency storage. The tipping floor will be designed to allow for MSW to either be loaded directly into transfer trailers or to be processed for material recovery before being loaded into the trailers. It is anticipated that curbside residential recycling will need to be implemented to fulfill Ames' obligations for waste diversion, and to remove recyclable materials from the 1 waste stream that cannot be easily removed via equipment (e.g., plastics, paper, glass, cardboard). Recyclables from the proposed curbside single-stream collection will be aggregated in a designated area on the tipping floor separated from MSW to reduce contamination. Once a full load is accumulated, materials will be transferred via trailer from the tipping floor. Car Line Traffic Individual car line traffic will be directed either to the tipping floor (if unloading garbage, commingled recyclables, or bulky items such large electronics) or to the customer convenience area. Tipping floor traffic will be charged fees based on car-load, truckload, or by weight. The customer convenience area contains an area for drop-off of household hazardous waste (HHW) and a covered space with separate bins where sorted residential recyclables can be dropped off at no charge. Processing Equipment The MSW delivered to the tipping floor will be conveyed to equipment where it will be lightly shredded. This will allow the garbage to be broken out of bags and shredded into 8-inch or smaller pieces, which are easier to handle. The shredded materials will then pass through a ferrous recovery system (rotating drum magnet) and a non-ferrous metal recovery system (eddy current separators). After processing, non-recyclable shredded materials return to the tipping floor, where they are loaded into transfer trailers. Transfer Tunnel MSW (either raw or processed) and commingled recyclables that are collected on the tipping floor will be loaded into transfer trailers that will access a tunnel running under a portion of the tipping floor. The transfer trucks and trailers, once loaded, will loop through the site to return to the scalehouse, then haul MSW to the landfill and recyclables to recyclers. Yard Waste A designated yard waste area is planned along the east side of the site, accessible via the service entrance on the south side of the R3C property. Staff anticipates consolidating the City tree debris/mulch site (currently south of the Parks Maintenance facility on 13th Street) into this site. Office, Equipment Storage, and Fueling The facility will include office and locker room space for staff, as well as an education center. The current Resource Recovery Plant (RRP) regularly hosts educational tours for community groups of all ages. Public education regarding solid waste and recycling is critical to the future success of the R3C and the City’s sustainability goals. The education center will feature a large glass wall overlooking the transfer station, allowing visitors to observe operations safely, without entering the tipping floor. Equipment and trailer storage, along with a fuel island, will be located toward the rear of the facility. The fuel island will support R3C transfer operations and also service the City fleet’s diesel fuel needs. 2 FINANCIAL AND TIPPING FEE STRUCTURE: A comprehensive financial model has been developed to evaluate the anticipated operating and capital expenditures over the expected 20-year term of the debt service that will finance the construction of the R3C transfer station. Capital expenditures include land acquisition, equipment, and facility construction. The model is designed to determine the tipping fee required to ensure the project is financially viable. The model assumes the current per-capita fee of $10.50 charged to each partner community remains unchanged. To generate the necessary additional revenue, only the tipping fee is adjusted. Shifting more of the cost burden to the tipping fee introduces a user-based pricing structure, which aligns more closely with a pay-as-you-throw model. In such a model, users pay more as they dispose of more waste, encouraging increased recycling—an outcome that will be vital to the long-term success of the R3C. The current tipping fee at the Resource Recovery Plant is $75 per ton. The financial model projects that the R3C transfer station will require a tipping fee of $95.11 per ton when it becomes operational in 2027, an increase of approximately 27%. Following this initial adjustment, the model applies an annual escalation rate of 2.75% to the tipping fee over the 20-year period. Because waste collection in Ames is handled by private haulers, it is difficult to estimate the impact of this tipping fee increase on individual customers. The cost for disposal only of 80 pounds per week of garbage (an amount generated by a typical 3-4 person household) would increase $3.22 (from $12.00 to $15.22) per month, which could be expected to be passed directly on to customers. However, there may be some offsetting savings for haulers due to increased up-time of the new facility; currently, reliability issues and natural gas constraints at the Power Plant (along with routine maintenance) require a substantial number of days where haulers direct-haul to Boone County Landfill, which increases haulers' equipment and personnel costs. Staff anticipates that the R3C will be able to accept some "light" construction and demolition (C&D) debris. As a preliminary placeholder, the C&D tipping fee has been set at $120 per ton in the financial model. The capital cost for construction of the R3C transfer station, including site roads and processing equipment, is estimated at $12,045,470. This estimate accounts for the reuse of existing equipment from the current Resource Recovery Plant, including the shredder, drum magnet, and one eddy current separator. The shredder will require a major overhaul to ensure reliable long-term operation. By reusing this equipment, staff expects to achieve cost savings of approximately $4,000,000 compared to the purchase of all new equipment. Staff believes the financial model prepared by HDR represents a conservative analysis, as staff desired to obtain. There are a number of potential additional revenue sources and expenditure reduction areas that staff is continuing to explore, all of which are expected to reduce the tipping fee requirement. These include: 1. EPA Solid Waste Infrastructure for Recycling Grant. The City Council authorized staff 3 to apply for this funding in late 2024. Awards are anticipated to be announced in late 2025. The City's application is for up to $5,000,000 of assistance for recycling equipment. 2. There is potential for revenue from the backhaul of certain materials from the Carroll County Landfill. Staff is finalizing the terms of the disposal agreement at the Carroll County Landfill. However, this agreement does not address the specific terms for the backhauling of materials to Ames from Carroll County in instances where it is more economical to both partners. Staff believes there may be opportunities to backhaul materials including yard waste, electronic waste, and some recyclable commodities, since Ames' geographic location and quantities result in more competitive pricing for disposal of these items than in western Iowa. However, the specifics of these arrangements have not yet been discussed in detail with Carroll County. 3. Some cost-sharing is expected with Parks and Recreation. The grinding and hauling of right-of-way and park tree debris costs between $30,000 and $40,000 annually. It is expected that consolidating the Parks and Recreation tree debris site at the Parks Maintenance shop on 13th Street with the R3C yard waste materials will result in more competitive per-ton costs for contracted services. Parks and Recreation will continue to contribute towards the portion of the costs generated by right-of-way and parks trees. 4. The fueling facility is expected to be a shared cost with Fleet Services. With the cancelation of the City's agreement with Iowa DOT to use its fueling stations, City vehicles have been publicly available gas stations. This is somewhat challenging for the City's large diesel vehicles, since there is only one nearby gas station with a large maneuvering area for diesel vehicles. Since the R3C transfer trucks will be significant diesel users in the City's fleet, the project includes a space for diesel fueling. It is anticipated that other City-owned diesel vehicles would use this infrastructure. The pumps, tanks, and a portion of paving costs would be allocated to Fleet Services rather than the R3C, and spread to the using City Departments. 5. The scalehouse and other project components could be adjusted or phased. HDR has indicated that the scalehouse could be reduced in cost by initially installing only a single scale, by using a job trailer-style structure rather than a purpose-built building, or both. Design decisions such as this will be analyzed by staff prior to settling on final construction designs. 6. Staffing of the future facility requires a more thorough analysis. The model assumes no change in the overall staffing level compared to Resource Recovery System operations. Staff believes more internal evaluation should occur to identify whether there is an opportunity to adjust staffing through attrition. STAFF COMMENTS: The conceptual design and financial modeling effort have produced a layout and fee structure that staff believes can handle the MSW from Ames and its partner agencies into the future. The City has purchase options for the five parcels along Freel Drive that are set to close on July 18, 2025. The purchase agreement has due diligence clauses that allow the City to back away from the purchase option if the site is not viable to move forward with the R3C. The City Council has two opportunities to decide whether to continue moving forward with these sites. The first is this evaluation of the conceptual design and proposed fee structure. If the information presented is grossly out of alignment with the Council's vision, Council can provide direction to withdraw from the purchases. If the concept 4 and proposed finances are within acceptable bounds for the Council, then staff will provide a second opportunity to consider whether to proceed at the next City Council meeting on July 8, 2025. At that meeting, staff will present the agreement with the Carroll County Solid Waste Commission for landfilling of waste from Ames and the partner communities. Should Council determine that agreement is not in alignment, Council again has the opportunity to decide not to move forward with the purchase of the properties. If the conceptual design and the proposed fee structure are in alignment with Council's expectations, staff will begin negotiations with HDR on a scope and fee for final design services for the layout as presented and will bring an agreement back to Council for approval at a future meeting. The Council should be aware that staff has not been able to identify strong alternatives to the approach presented in this report. There are limited sites at which to locate a potential facility of this nature, and it remains of critical importance to conclude b o t h waste-to-energy and the disposal of solid waste in the Boone County Landfill some time in the first half of 2027. Staff believes the Freel Drive sites, conceptual layout, and proposed tipping fee represent the best options for Council to move forward with solid waste disposal within the community. ATTACHMENT(S): Ames R3C Concept Report_rev06202025.pdf R3C Conceptual Design and Financial Model with HDR 6-24-25.pptx 5 Conceptual Design and Financial Analysis Report City of Ames Resource and Recycling Center (R3C) Ames, Iowa June 20, 2025 6 1 Table of Contents 1 Introduction ......................................................................................................................... 3 2 Basis of Conceptual Design ................................................................................................ 3 2.1 Roads & Stormwater................................................................................................... 3 2.2 Storage Areas............................................................................................................. 4 2.3 Buildings ..................................................................................................................... 4 2.4 Household Hazardous Materials ................................................................................. 5 2.5 Office Area – Within the Transfer Building .................................................................. 5 2.6 Tipping Floor – Transfer Building ................................................................................ 6 2.7 Scalehouse ................................................................................................................. 7 2.8 Recycling Center Canopy ........................................................................................... 7 3 Financial Analysis ............................................................................................................... 9 3.1 Assumptions ..............................................................................................................10 3.1.1 Waste Tonnage and Tipping Fee Assumptions ......................................................10 3.1.2 Revenue Assumptions ...........................................................................................11 3.1.3 Cost Assumptions ..................................................................................................12 3.1.4 Reserve Fund Assumptions ...................................................................................14 3.2 Rate Model Methodology ...........................................................................................15 3.3 Results ......................................................................................................................15 Figures Figure 1: Reserve Fund Balance, $ millions ..............................................................................15 Figure 2: Net Revenue Requirement Calculation ......................................................................15 Figure 3: MSW Tipping Fee Projections ($/ton) .........................................................................16 Tables Table 1: City of Ames’ Waste Tonnage by Source in 2024 ........................................................10 Table 2: 2020 Census Population and Population Growth Rate ................................................11 Table 3: City of Ames Waste Management Facility Cost Centers ..............................................13 7 2 Appendices Appendix A Conceptual Layouts Appendix B Calculations Appendix C Engineer Cost Estimate 8 3 1 Introduction Enclosed please find a technical report regarding the size and space requirements of the Ames Resource Recovery and Recycling Center (R3C). This memorandum summarizes the spacing needs and assumptions to be used in the development of the conceptual design for the R3C: roads, buildings, waste drop-off areas, and recycling area. A financial analysis follows the basis of conceptual design and covers the assumptions, methodology and results used to estimate the appropriate tipping fee required for the R3C center. The conceptual design is subject to change during the detailed design phase of this project based on additional needs identified, or site spacing requirements with grading. The intent of this document is to support a detailed financial model and act as a decision-making tool through bidding and construction of the R3C. Financials may change with receipt of bids and should be re-evaluated once bids are received. 2 Basis of Conceptual Design HDR met with the City of Ames on May 15, 2025 to kick off this project and discuss the Freel Drive property. Following this meeting, HDR has developed a site layout to incorporate the City’s comments and accommodate the needs of operations. Several follow-up calls and teams meetings has resulted in the conceptual design attached to this document. The parameters utilized are detailed in the sections below and the attached calculations. 2.1 Roads & Stormwater Base road assumptions: · Loading Docks & roads to the loading docks must accommodate up to a WB-67 (53’ trailer, largest in the AASHTO Green Book). · Minimum number of loading docks: one (1). · Minimum number of roll-offs: three (3) in transfer building · Single Lane roads to be a minimum of 12-ft wide (wider at turns to account for turning radii) · Two-way roads to be a minimum of 24-ft wide (wider at turns to account for turning radii). · Maximum road grade: 6%. · Entrance/exit driveway will not require a turn lane. · Access control: Site is anticipated to include perimeter fencing, and several areas where a gate or chain is utilized to control access: o Equipment storage area o Scales (gate arms or lights) o South parking lot exit (bus only) o South entrance (operations/fueling only) Base stormwater assumptions: 9 4 · Stormwater storage needed will be approximately 3.1-acre feet (per City of Ames correspondence) · About 1.5-acres of storage is identified on the conceptual layout. With an average depth of 2’-3’, with a foot of freeboard and/or active storage, it is anticipated that adequate stormwater storage can be achieved. Small additional areas have been reserved on the perimeter of the site for conveyance during detailed design. · The site is relatively flat, however if stormwater discharge is required to be conveyed to the west (towards the road), project may require storm sewer with a lift station. · Yard waste area is assumed to be segregated from the site stormwater and connected to city sewer. If permitting allows, stormwater infrastructure will be used for this instead. 2.2 Storage Areas Base Assumptions: · Equipment storage area may include transfer trailers · Yard Waste storage area will not include active composting windrows based on spacing requirements and current tonnage received as yard waste. Figure 1 below shows this general concept, a static pile will be utilized instead, where yard waste will be stored until hauled to a composting operation, or until material is chipped and utilized elsewhere. · Fueling area will be accessible from the equipment storage area and may be used by other departments · Additional glass, metals, and/or tire storage may be located between the roll-off bays as shown on the conceptual layout. 2.3 Buildings Base Assumptions: · No septic fields will be used – building will connect to sanitary sewer. Figure 1: Yard waste area – Suitable for static pile, not large enough for typical compost windrows (more intensive operation would be needed) 10 5 · Buildings will be pre-engineered metal buildings. · Assume setbacks will apply from the property boundary for buildings. This site layout operates conservative interpretations of zoning setbacks (as shown on the drawings), that will be finalized during permitting of this project. · See engineer’s cost estimate for more information on cost assumptions. 2.4 Household Hazardous Materials The HHM is currently operated from a small portable building. This approach is planned for the foreseeable future. Discussions with staff indicate that an additional portable building could be added, or a new building could be constructed in the future if needed for household hazardous materials. For this design, the existing small portable unit is relocated and used, while maintaining room to the north for future expansion. 2.5 Office Area – Within the Transfer Building There are five offices required with this project. In this area, architectural minimums will apply for this type of building (i.e. architect may recommend specific dimensions for hallways or doors to standardize the design) – these are not the focus of this report, as they will have minor effects on the overall layout. Minimums are laid out below: · Offices: 5-offices needed. · Other rooms: Education room/conference room, breakroom, restrooms, utility room, server room. · Parking Spaces: min. 10-parking spaces needed. o 1 per office (5) o 2 for Transfer o 3 visitor spaces Spatial minimums are as follows (note concept drawing shows some spaces larger than this): · Hallways: 4-ft width · Offices: 10’x12’ · Operations Room: 10’x10’ · Breakroom: 12’x20’ o This is currently slightly ‘oversized’ to account for potential storage area. o Consider cabinet/counter and storage closet combination. Discuss potential for lockers. · Bathrooms with showers: 20’x12’ total available · Education/Conference room: 30’x40’ – also oversized for potential storage area · Maintenance area: 30’x40’ The office drawings have these minimums incorporated and are generally showing a 1-2 foot buffer above minimum dimensions to account for wall thicknesses and potential utility needs. Once the building design progresses, minimums will be checked to verify new interferences are not compromising the intended use of these areas. While offices themselves will incorporate 11 6 desks with drawers, shelves, and other storage to meet individual (and varying) needs of occupants, the building will incorporate storage solutions as well. The wall between the transfer and the office area offers several opportunities to be explored (largely after this phase of the project and within the detailed design): · 2-doors into the Transfer area · Potential for viewing windows for education and break room · Incorporation of storage walls · Recognition/Award wall · Educational placards ‘history of waste and recycling in the City of Ames’ Storage walls offer significant storage that can vary from shelves to closet style storage area. Potential storage needs include the following: · Educational materials · Safety equipment · Cleaning and maintenance supplies · Office supplies/printer · Coat closet 2.6 Tipping Floor – Transfer Building The tipping floor and transfer area have many spatial requirements, which are represented on the conceptual drawings. These are briefly summarized below: · Drop-off lane for commercial and residential traffic · Tunnel for transfer trailers, with two trailer pits · Roll-off container pits and access · Loading dock with access to maintenance area · Unshredded storage · Shredded material storage · Recycling (single stream) storage o Potential area for future baler: because space is at a premium within the transfer building, a recycling baler is earmarked for future expansion. Installation would require a ‘lean-to’ style expansion on the south side of the transfer building to house the baler. Cost estimates for the future baler are attached to this report for reference. The loading pit, shredder, magnet, and two eddy current separators are included in the conceptual drawing and shown with approximate sizes and separation requirements. These may vary with detailed design, however, the space required is not anticipated to change significantly. Sizing calculations are attached to this report detailing estimated tipping floor space for emergency use. While concrete blocks may allow for some storage on the tipping floor, it does 12 7 affect maneuverability of the space, and is generally not recommended for operations. Overall, the conceptual layout aims to maximize floorspace to the extent possible, but it is recognized that this area is space limited based on the overall site layout and project budget requirements. 2.7 Scalehouse The scalehouse has relatively minimal space needs, and is estimated at about 8’x30’ in size. It is anticipated that a formal layout will include a restroom and potential for one or two attendants, with windows for both inbound and outbound scales. The following minimum requirements were used for the conceptual layout: o Window access to both inbound and outbound scale o One bathroom o One to two parking spots. o Bypass lanes on both inbound and outbound o Turning radius from transfer trailer trucks via Autodesk Civil 3D Autoturn The scalehouse is an area of potential ‘phased installation’ with some opportunity for delayed costs if the City desires. The first opportunity is to install only the inbound scale, and install the outbound scale at a later date, as needed. In this case, the scalehouse, pavement, and inbound scale, to the extent possible, would be installed to facilitate the potential for a future outbound scale. The second potential for phased installation is with the scalehouse itself. While it is highly desirable to have the scalehouse ‘match’ the facility, if costs do not allow for it, office trailers are very commonly used for scalehouses with only minor customization. At this point in time HDR is proceeding with the assumption that neither of these options will be needed, but it is worth noting that neither affects spacing in a significant way. 2.8 Recycling Center Canopy Based on site data, it is anticipated that the current haul boxes will meet the site needs for the foreseeable future -however, it was noted that increased traffic is expected to this drop-off site with the new facility, and while the tons of recycled material may not be a large percentage of the material handled, it could make up a large percentage of the site traffic over time. This area is dictated more by traffic flow and space requirements in front of and around containers more than the volumes from the historic site data. Based on anticipated materials, space requirements are as follows: 1. Mixed Paper: 22’x8’ 2. 2x Glass recycling box: 6’x4’ 3. Tires: 20’x26.5’ 4. Metals: 6’x4.5’ 5. Oil, waste container: 6’x3’ Figure 2: Current Ames Recycling Center. Source: City of Ames Recycling and Disposal 13 8 6. Appliances: 16’x26.5’ 7. Food Waste Diversion: 6’x3’ 8. Clothing and Shoes 4’x4’ 9. Cardboard: 22’x8’ 10. Plastic: 22’x8’ To better accommodate the facility's recycling needs, an additional area—separate from the main canopy—will be designated specifically for recyclable materials that benefit from indoor storage and require a fee from the customer to recycle. This dedicated area will be within the transfer building. The following items will be collected within the transfer building: 1. Batteries 2. Fluorescent Lighting 3. TVs and Monitors A critical aspect of the recycling center is its expandability. This area is currently shown with the ability to expand (with or without canopy extension as needed) directly south. Another aspect of this layout will be some avoidance of creating permanent ‘bays’ where spaces are locked in. Concrete blocks may be used to differentiate areas but allow for areas to expand or contract for specific materials if needed. 14 9 3 Financial Analysis The financial analysis includes examining the City’s current financial condition and added expenditures from the new R3C facility expected to start operation in 2028. A Rate Model that incorporates future capital costs, maintenance costs, operating costs, and revenues is used to identify the appropriate tipping fees for the new facility to be self-sufficient, while providing working capital. All capital and operating costs are adjusted by a cost allocation factor of 90 percent to capture the MSW portion of expenditures, with the exception of maintenance and replacement costs of existing equipment (full inclusion); hauling and disposal costs of MSW (full inclusion); hauling and disposal costs of single-stream recycling (excluded from MSW rate analysis). The remaining 10 percent of costs are assumed to be borne by the single-stream recycling service, which will be priced to be cost-neutral. The key findings of this analysis include the following: · Factoring in the MSW cost adjustment factor, the capital cost of the new waste management facility, which was estimated at $10.8 million. It is assumed to be financed through a 20-year debt at a 5-percent interest rate, resulting in a $870,000 installment per year. Capital costs for the initial purchase of additional fleet equipment were estimated at $2.1 million, which is financed over a 10-year period with an annual debt service payment of $273,000. Replacements for the new fleet required is also assumed to be financed with debt service. · The analysis builds in prudent reserve funds to cover at least 20 percent of operating expenses to ensure there is adequate funding in the system. · Over the 20-year analysis period, the net revenue requirement is $73.1 million in 2026 dollars. · The municipal solid waste (MSW) tipping fee needs to increase from $75 per ton to $95 per ton in 2027 to cover capital costs and operating expenditures, assuming an annual increase in tipping fees of 2.75 percent. 15 10 3.1 Assumptions Assumptions used in the model include information provided by the City, HDR and calculated values from historical financial and operations data. The model uses the City’s existing expenditures, revenues, waste tonnages, and sales of recoverable materials and other services, which were modified in anticipation of the service changes from the new facility as a basis to evaluate an annual net cash flow. The estimated future revenue and costs were used to calculate the net present value (NPV) of cash flows for the City, using a nominal discount rate of 5 percent, based on the City’s cost of debt. Discounting converts revenue and costs from future years to 2026-dollar terms to account for the time value of money. The Study determines the tipping fee necessary for the Municipal Solid Waste stream to break even, after factoring the City’s expenditures and other revenues earned. The analysis spans over the 20-year study period beginning in 2028, the opening year of the City’s new waste management facility. 3.1.1 Waste Tonnage and Tipping Fee Assumptions With the construction of the new waste campus, in addition to the Municipal Solid Waste (MSW) currently handled by the resource recovery facility, the extra capacity of the campus can capture both additional MSW that was previously diverted and some light Construction & Demolition (C&D) tonnages. The current tipping fees are set at $75 per ton for MSW, and the model currently assumes C&D tipping fees will be set at $120 in 2027. Both fees are expected to increase annually by 2.75 percent throughout the 20-year study period. Waste tonnages collected at the City’s waste management facility are projected using the 2024 fiscal year data provided by the City, which are shown in 2024 terms in Table 1. Table 1: City of Ames’ Waste Tonnage by Source in 2024 Variable Unit Value Source Tonnage (2024) tons 65,152 Calculated Non-Scale Refuse (Car Line) tons 1,457 Arnold O. Chantland Resource Recovery System Annual Report 2024. Commercial Haulers/Contractors/Govt tons 37,882 Arnold O. Chantland Resource Recovery System Annual Report 2024. Iowa State University tons 2,909 Arnold O. Chantland Resource Recovery System Annual Report 2024. Directly to Landfill tons 11,404 Arnold O. Chantland Resource Recovery System Annual Report 2024. Previously Diverted Commercial Waste tons 7,000 City of Ames Construction and Demolition tons 4,500 City of Ames Tonnage (2024) tons 65,152 Calculated Except for ISU tonnage growth, which have assumed population growth rate of zero, tonnage growth rates are assumed to coincide with population growth. A weighted population growth rate based on non-ISU population growth was calculated based on the assumptions shown in Table 2. 16 11 Table 2: 2020 Census Population and Population Growth Rate Variable Unit Value Source Population (2020 Census) Ames persons 56,427 Arnold O. Chantland Resource Recovery System Annual Report 2024. Based on the 2020 U.S. Census. ISU persons 10,000 Story County persons 8,965 Nevada persons 6,925 Huxley persons 4,244 Story City persons 3,352 Slater persons 1,543 Roland persons 1,362 Gilbert persons 1,211 Maxwell persons 859 Cambridge persons 827 Zearing persons 528 McCallsburg persons 353 Kelley persons 304 Population Growth Rate (Ames 2020-2039) %/year 1.5% City of Ames Population Growth Rate (Ames 2040-2050) %/year 0.19% Assume Ames Long Term Growth Rate Equal to Iowa Population Growth Rate Population Growth Rate (ISU 2020-2039) %/year 0.0% Placeholder Population Growth Rate (ISU 2040-2050) %/year 0.0% Placeholder Population Growth Rate (Rest of Iowa 2020-2050) %/period 6.0% IowaDOT State Transportation Plan: Iowa in Motion 2025, Chp 2. Population Growth Rate (Rest of Iowa 2020-2039) %/year 0.19% Calculated Population Growth Rate (Rest of Iowa 2040-2050) %/year 0.19% Calculated Resultantly, all non-ISU tonnages are assumed to grow at a rate of 1.08 percent up to 2039, and 0.19 percent from 2040 onwards. The capacity of the new campus is assumed to be 78,715 tons. With the current tonnage projections, there will be no diversion of waste, as the facility is sized to capture all incoming waste during the study period. 3.1.2 Revenue Assumptions The model forecasts the City’s future revenues based on historical trial balances from the 2024 fiscal year, which are then extrapolated to future years using escalation rates by revenue type. Revenues are broadly categorized into tipping fee and non-tipping fee revenue. Tipping fees revenues includes Municipal Solid Waste (MSW) stream and Construction and Demolition (C&D) waste stream. 17 12 Non-tipping fee revenues includes the following: · per-capita revenue · public fees from the city for operating the waste management facility · service agreement revenue from the Iowa State University (ISU) · service agreement revenues from other contracts · sales revenue from recovered materials Per-capita revenue is fixed at $10.50 per capita and is applied to the population of Iowa excluding the ISU residents throughout the 20-year study period. As population figures for each locale are revised every census year, the population projection used in the calculation of the census is only revised every year ending with the digit 1. Public fees and service agreement revenues from non-ISU contracts are extrapolated based on the 2024 fiscal year data, adjusted for the population growth. In addition to the population escalation, beginning in 2027, the model applies a one-time increase in the MSW tipping fee to the ISU service agreement revenue, reflecting a contract revision following the opening of the waste campus. As the tipping fee increase occurs a year before the facility opening, incremental revenues increases are captured for the year 2027 to account for the impacts of the rate increase to the net revenue requirement. The model considers three revenue sources from sales of recovered materials. The model assumes that the campus can recover 2.5 percent of metals from processing existing MSW, 96 percent of which are ferrous metals sold at $71 per ton1, while the remaining 4 percent are non- ferrous metals sold at $1,360 per ton2. Additional recycling programs can be inputted in the “Additional Recycling Growth (Other Recycling Programs)” section of the Inputs.General sheet, where the start year, tonnage, net revenue, and respective growth rates can be used to estimate additional revenues from resource recovery. Further, a provision to enter additional revenues streams can be found at the end of the Calculations.Revenue sheet, where projected revenues for each year in the study period can be specified. 3.1.3 Cost Assumptions The model forecasts the City’s future costs based on historical trial balances from the 2024 fiscal year (FY24), which was then extrapolated to future years using applicable escalation rates. As per engineering estimates, the new R3C facility is not expected to incur additional labor costs. All capital and operating costs are adjusted by a cost allocation factor of 90 percent to capture the MSW portion of expenditures, with the exception of maintenance and 1 Based on the average of front end ($72/ton) and processed ($70/ton) ferrous metals pricing provided by the City of Ames, as of May 2025. While pricing is subject to change from fluctuations in the secondary metal market, we have assumed that pricing remains constant in the analysis. 2 Based on CIMCO pricing for copper, brass, and aluminum mix pulled out with the Eddy Current Separator (ECS), provided by the City of Ames as of May 2025. While pricing is subject to change from fluctuations in the secondary metal market, we have assumed that pricing remains constant in the analysis. 18 13 replacement costs of existing equipment (full inclusion); hauling and disposal costs of MSW (full inclusion); hauling and disposal costs of single-stream recycling (excluded from MSW rate analysis). Additional details on the above costs, along with payment terms, timing and escalation can be found in the corresponding sections below. 3.1.3.1 OPERATING COSTS Cost centers are identified for the City’s operating costs in the model as listed below in Table 3. The analysis assumes an annual inflation rate of 3.5 percent for employee compensation (Personal Services as part of the Process Operations cost center) and 2.0 percent for other operating costs. Table 3: City of Ames Waste Management Facility Cost Centers Cost Centers Process Operations Recycling Program Hazardous Materials Disposal Reject Disposal Food Waste Diversion Yard Waste Management Glass Reduction Program Landfill The 2024 fiscal year trial balance data are used to forecast all future operating costs, except for tipping fees for rejected waste at Carrol County’s landfill, and transportation costs for rejected waste disposal. These costs are estimated using data provided by the City and information from online sources. Any waste rejected by the SSR facility redirected to Carrol County’s waste facility at a tipping fee of $34.6 per ton of waste. This fee is expected to increase at a 2% annual escalation rate, beginning in 2028. Transportation costs for the recovered and rejected waste are also estimated based on a per-mile vehicle operating cost and annual vehicle miles traveled. The vehicle operating cost is estimated at $1.07 per mile based on the U.S. DOT 2025 Benefit Cost Analysis guidance3, along with fuel economy and fuel price data provided by the City. Annual vehicle miles traveled are tracked separately for rejected waste and recovered waste, calculated based on waste tonnage, truck capacity, and roundtrip travel distances. Roundtrip distance is provided by the city and is estimated at 146 miles for the Carroll County landfill. Truck capacity is estimate at 25 tons per truck for rejected waste. 3.1.3.2 CAPITAL COSTS The model incorporates three main sources of capital costs: planned capital spending on the new waste management facility and the scheduled fleet replacements for the City’s trucks and trailers. Accounting for the MSW adjustment factor, the capital investment of the new facility is estimated at $10.8 million, which will be financed through a 20-year debt at a 5% interest rate. Beginning in 2028, the City will make annual debt service payments of $0.9 million toward the MSW 3 Benefit Cost Analysis Guidance 2025 Update II (Final).pdf 19 14 portion of the loan. Additionally, the model accounts for land purchases and preventive maintenance cost for the new facility, with an annual inflation rate of 2.0 percent. Land purchases are split into two contracts. The MSW portion of the land contract for 306/312/318 Freel Drive is purchased by cash amounting to $243,000 in 2026. The purchase of 220/400 Freel Drive has a principal of $585,000 is assumed to be financed with the same terms and interest rates as the facility, amounting to annual installments of $47,000 over a 20-year period. Additional transfer trucks and trailers are required at the time of opening for the R3C facility, which are financed using debt, with a 10-year lifecycle for each set or replacements. Initially, the City is projected to take a debt totaling $2.1 million for the MSW portion of the additional fleet purchase upon the opening of the facility, amounting to annual installments of $273,000 between 2028 and 2037. After each lifecycle (10 years), equipment costs are updated at the end of every lifecycle during renewal, at an assumed annual inflation rate of 3 percent, resulting in annual installments of $367,000 between 2038 to 2047 in the study for the next set of additional transfer trucks and trailers. As a sensitivity to the current analysis, there is a provision to allow for escrow payments to be made in lieu of financing for equipment replacements through a toggle. In this option, it can be specified whether equipment purchases used outside of study period are analyzed or not. These can all be found under the “Equipment Costs” section of the Inputs.General sheet. . 3.1.4 Reserve Fund Assumptions The analysis examines the impact of maintaining adequate capital reserves in the City’s prudent reserve fund. According to the City’s projections, the reserve fund is expected to have a starting balance of $1.1 million at the end of the 2026 fiscal year. The fund is designed to maintain a minimum balance requirement of 20% of the City’s three-year rolling average operating expenses. Annual contributions are set at 20% of the minimum balance requirement, allowing the fund to reach its target level within five years. Figure 1 shows the projected reserve fund balance over the study period. The reserve fund balance exceeds the minimum requirement from the facility opening year (2028) and remains above it for the remainder of the study period. 20 15 Figure 1: Reserve Fund Balance, $ millions 3.2 Rate Model Methodology The Study evaluates the tipping fees needed to meet anticipated costs over the 20-year study period, based on historical expenses and revenues, calculated net revenue requirement, and current tipping fees. The process involves constructing the net revenue requirement, which captures the total expenditures (costs + contributions to reserve fund) less non-tipping fee revenues. The resulting value is the total amount that needs to be covered by tipping fees. The model then calculates the tipping fee that meets the net revenue requirement. Figure 2 below provides an illustration of the process. Figure 2: Net Revenue Requirement Calculation The model takes the net revenue requirement and using the growth rates applied for the waste tonnage and the tipping fees escalation rate, calculates a tipping fee to achieve financial breakeven in the study period. 3.3 Results The model projects that over the 20-year study period, the City’s total expenditures will amount to $103.9 million in 2026 dollars, while the total revenues, excluding the MSW tipping fee revenue, reach $30.9 million. This results in a net revenue requirement of $73.1 million, meaning the City must generate this amount through the MSW tipping fees revenue to break even with the expenditures. 21 16 Based on the net revenue requirement and the waste tonnage projections, the model calculates the break-even tipping fee for the City’s MSW stream at $95.11 per ton in 2027. Figure 3 illustrates the projections of MSW tipping fee over the study period. The tipping fee is designed to increase 2.75 percent annually. Following the escalation schedule, the tipping fee reaches as high as $164 per ton in 2047. The change in MSW tipping fee is mainly derived from the additional debt service payments incurred for facility construction, which increase the net revenue requirement by $10.3 million in discounted 2026 dollars, or a 14 percent increase in tip fees. In addition, the debt and escrow payments associated with the purchase of additional trucks and trailers for the R3C facility increased the net revenue requirement by approximately $3.7 million (5 percent), contributing to a further increase in tip fees. The majority of the remaining increase in tip fees is driven by salary escalation and general inflation. Figure 3: MSW Tipping Fee Projections ($/ton) The analysis relies in whole or in part, on data and information provided by the Client and third parties, which information has not been independently verified by HDR and which HDR has assumed to be accurate, complete, reliable, and current. Therefore, while HDR has utilized its best efforts in preparing this file, HDR does not warrant or guarantee the conclusions set forth in this report which are dependent or based upon data, information or statements supplied by third parties or the client. Ongoing rate analyses are highly recommended to determine appropriate and equitable strategies for future rate adjustments. In addition, rates should be re-evaluated for long term viability on a yearly basis. 22 Appendix A: Conceptual Layouts 23 FREEL DRIVE DATE FIGURE SITE PROPERTY MAY 2025 0 CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS 0 SCALE IN FEET 100100 C: \ p w w o r k i n g \ c e n t r a l 0 1 \ d 5 1 4 3 7 4 5 \ _ C o n c e p t S i t e L a y o u t . d w g , L a y o u t 3 , 5 / 2 2 / 2 0 2 5 1 : 0 6 : 0 5 P M , M B I C K F O R D 24 FREEL DRIVE SETBACK SE T B A C K SETBACK SETBACK 50 ' 50 ' 50' 10' 40 ' 40 ' 10' 10 ' 50' 10' SE T B A C K DATE FIGURE CONCEPTUAL SITE LAYOUT JUNE 2025 1 CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS 0 SCALE IN FEET 100100 RECYCLINGHHW EMPLOYEE / C I T I Z E N P A R K I N G TRANSFER STATION PRIMARY ENTRANCE / EXIT EMPLOYEE / VISITOR EXIT YARD WASTE STORAGE RECYCLING DROP-OFF EXIT STORMWATER STORMWATER CITIZEN YARD WASTE DROP-OFF DIVERSION SWALE & CATCH BASIN ST O R M W A T E R EQUIP. STORAGE FUEL AREA STORMWATER STORMWATER (G R A V E L ) C: \ p w w o r k i n g \ c e n t r a l 0 1 \ d 5 1 4 3 7 4 5 \ _ C o n c e p t S i t e L a y o u t _ 0 5 . d w g , S i t e L a y o u t , 6 / 1 6 / 2 0 2 5 1 : 2 4 : 2 6 P M , M B I C K F O R D DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 25 FREEL DRIVE SETBACK SE T B A C K SETBACK SETBACK 50 ' 50 ' 50' 10' 40 ' 40 ' 10' 10 ' 50' 10' SE T B A C K 53' 27.9' 73.5' TRANSFER TRAILER (WB-67) CITIZEN DROP-OFF 20'19' 42' ROLL-OFF / HOOKLIFT 30' VISITOR CITY BUS 40' S-BUS-40 - Large School Bus SU-30 - Single Unit Truck WB-67 - Interstate Semi-Trailer P/B - Car and Boat Trailer DATE FIGURE SITE LAOYTOU AND VEHICLE MOVEMENTS JUNE 2025 2 CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS 0 SCALE IN FEET 100100 RECYCLINGHHW EMPLOYEE / C I T I Z E N P A R K I N G TRANSFER STATION YARD WASTE STORAGE STORMWATER STORMWATER CITIZEN YARD WASTE DROP-OFF DIVERSION SWALE & CATCH BASIN ST O R M W A T E R EQUIP. STORAGE PRIMARY ENTRANCE / EXIT EMPLOYEE / VISITOR EXITRECYCLING DROP-OFF EXIT (G R A V E L ) STORMWATER STORMWATER C: \ p w w o r k i n g \ c e n t r a l 0 1 \ d 5 1 4 3 7 4 5 \ _ C o n c e p t S i t e L a y o u t _ 0 5 . d w g , V e h i c l e M o v e m e n t s , 6 / 1 6 / 2 0 2 5 1 : 2 6 : 3 8 P M , M B I C K F O R D DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 26 DATE FIGURE CONCEPTUAL TRANSFER STATION LAYOUT MAY 2025 3A CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS 0 SCALE IN FEET 2020 EM P L O Y E E / C I T I Z E N PA R K I N G EDUCATION CENTER DR O P - O F F D R I V E L A N E TR A N S F E R T R A I L E R P I T OFFICE UNI. RR OFFICE OFFICE OFFICE OFFICE WO M E N ' S L O C K E R ME N ' S L O C K E R BREAK ROOM OP E R A T I O N S IT / COMM. VEST. OB S E R V A T I O N W I N D O W UNSH R E D D E D RECY C L I N G SHRE D D E D SHREDDER FERROUS ED D Y CU R R E N T 195' 14 5 ' 4FT PIT BLOCK PUSHWALL LOADING DOCK 30 ' 69 ' 46 ' 50'145' MAINTENANCE AREA ROLL-OFF PICKUP ROLL-OFF PICKUP ROLL-OFF PICKUP TR A N S F E R T R A I L E R P I T IN D O O R R E C Y C L I N G RO O M DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 27 LOADING DOCK 30 ' 69 ' 46 ' 50'145' MAINTENANCE AREA DATE FIGURE CONCEPTUAL TRANSFER STATION LAYOUT MAY 2025 3B CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS 0 SCALE IN FEET 2020 EM P L O Y E E / C I T I Z E N PA R K I N G EDUCATION CENTER DR O P - O F F D R I V E L A N E TR A N S F E R T R A I L E R P I T OFFICE UNI. RR OFFICE OFFICE OFFICE OFFICE WO M E N ' S L O C K E R ME N ' S L O C K E R BREAK ROOM OP E R A T I O N S IT / COMM. VEST. OB S E R V A T I O N W I N D O W UNSH R E D D E D RECY C L I N G SHREDDER FERROUS ED D Y CU R R E N T 195' 14 5 ' 4FT PIT BLOCK PUSHWALL ROLL-OFF PICKUP ROLL-OFF PICKUP ROLL-OFF PICKUP TR A N S F E R T R A I L E R P I T IN D O O R R E C Y C L I N G RO O M MAINTAIN 10' MIN. ACCESS SOUTH PIT DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 28 DATE FIGURE CONCEPTUAL SITE LAYOUT JUN 2025 4 CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS 0 SCALE IN FEET 2020 RECYCLING TIRESAPPLIANCES4 5 1 23 KEYNOTES CLOTHING 4' x 4' FOOD WASTE CONTAINER 6' x 3' OIL WASTE CONTAINER 6' x 3' GLASS RECYCLING 6' x 4' METAL RECYCLING 6' x 4'6" 1 2 3 4 5 MI X E D P A P E R CA R D B O A R D PL A S T I C HHW 107.5' 8'8'8' 22 ' 16'20' 26 . 5 ' 50' FU T U R E CU R R E N T 8' 15 ' 8' STORMWATER DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 29 DATE FIGURE CONCEPTUAL SHREDDER LAYOUT JUNE 2025 1 CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS Feet 20 10 0 C: \ U s e r s \ C N E V I L L E \ D e s k t o p \ M R F C A D \ M R F S k e t c h D i g i t i l z a t i o n - S h r e d d e r . d w g , S h r e d d e r L a y o u t , 6 / 1 3 / 2 0 2 5 1 1 : 5 3 : 1 6 A M , C N E V I L L E 45'0" DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 30 Ø ECS NO1 21'x8' ECS NO2 21'x6' 5 6 7 8 TOP CONV 4' INCLINE MSW BIN NON FE BIN DATE FIGURE CONCEPTUAL DRUM MAGNET LAYOUT JUNE 2025 2 CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS Feet 20 10 0 C: \ U s e r s \ C N E V I L L E \ D e s k t o p \ M R F C A D \ M R F S k e t c h D i g i t i l z a t i o n - D r u m M a g n e t . d w g , D r u m M a g n e t L a y o u t , 6 / 1 3 / 2 0 2 5 1 2 : 0 0 : 0 4 P M , C N E V I L L E DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 31 35 15° DATE FIGURE CONCEPTUAL CONVEYOR TO BIN LAYOUT JUNE 2025 3 CITY OF AMES FREEL DRIVE RESOURCE RECOVERY AND RECYCLING CAMPUS Feet 20 10 0 C: \ U s e r s \ C N E V I L L E \ D e s k t o p \ M R F C A D \ M R F S k e t c h D i g i t i l i z a t i o n - C o n v e y o r t o B i n . d w g , C o n v e y o r t o B i n L a y o u t , 6 / 1 3 / 2 0 2 5 1 2 : 5 0 : 5 6 P M , C N E V I L L E DIMENSIONS ARE APPROXIMATE CONCEPTUAL DESIGN NOT FOR CONSTRUCTION 32 Appendix B: Calculations 33 Project: City of Ames, R3C Subject: Traffic Data Task: Sizing Memo Computed by: L. Juhel Date: 05.29.25 Checked by: KRK Page: 1 of 7 Objective:Determine spacing requirements based on historic data. References: Assumptions: Calculations:Amalgamate data from Request for Proposal NO. 2025-143 Paper 22.16% Plastic 16.17% Wood 12.16% C&D 4.94% Organic 15.67% Bulky 7.40% Glass 0.99% Metals 5.69% Textiles 3.28% Desirable 1.73% Undesirable 4.34% Grit 5.48% Total 100.01% 58,444 tons of waste are received by the resource recovery center every year. Data provided was a waste sort conducted in June 2016 collected at the Resource Recovery and Recycling Campus in Ames, Iowa MATERIAL PROPORTION Project life may exceed 20-yrs, but sizing for a timeframe greater than that is not recommended due to unforeseen technologies, market trends, etc. Paper 22% Plastic 16% Wood 12% C&D 5% Organic 16% Bulky 7% Glass 1% Metals 6% Textiles 3% Desirable 2% Undesirable 4%Grit 6% MATERIAL PROPORTION 34 Project: City of Ames, R3C Subject: Traffic Data Task: Sizing Memo Computed by: L. Juhel Date: 05.29.25 Checked by: KRK Page: 2 of 7 Objective:Determine spacing requirements based on historic data. References: Assumptions: Calculations: Population over time - justification of 1.5% Year Population Year on Year Change Change in Percent 2001 50,703 -180 -0.35% 2002 51,999 1,296 2.56% 2003 52,147 148 0.28% 2004 52,663 516 0.99% 2005 52,651 -12 -0.02% 2006 54,086 1,435 2.73% 2007 55,647 1,561 2.89% 2008 56,183 536 0.96% 2009 57,271 1,088 1.94% 2010 59,103 1,832 3.20% 2011 60,456 1,353 2.29% 2012 61,456 1,000 1.65% 2013 63,091 1,635 2.66% 2014 64,830 1,739 2.76% 2015 65,753 923 1.42% 2016 65,988 235 0.36% 2017 66,338 350 0.53% 2018 65,994 -344 -0.52% 2019 66,505 511 0.77% 2020 66,487 -18 -0.03% 2021 67,024 537 0.81% 2022 65,582 -1,442 -2.15% 2023 65,686 104 0.16% Average: 1.13% PV 58,444 tons of waste r 1.50% % Population Growth n 20 years FV 78,716 tons of waste Conclusions: Project life may exceed 20-yrs, but sizing for a timeframe greater than that is not recommended due to unforeseen technologies, market trends, etc. Ames, IA Population by Year by Neilsberg Research Over the past two decades, the City of Ames has experienced a steady average annual population growth rate of 1.13%. Building on this historical trend, the City has adopted a conservative yet forward-thinking estimate of 1.5% annual growth to project population and corresponding service demands through the year 2045. Optimized Ames Plan 2040 Figure: Conditions and Trends: Demographic and Economic 35 Project: City of Ames, R3C Subject: Traffic Data Task: Sizing Memo Computed by: L. Juhel Date: 05.29.25 Checked by: KRK Page: 3 of 7 Objective:Determine spacing requirements based on historic data. References: Assumptions: The facility is open 6-days a week Calculations: Working days per week 5 Garbage Truck Capacity 10 tons of waste Total working days in a year 260 Transfer Trailer Capacity 25 tons of waste Waste per year (in 2045) 78,716 tons of waste Garbage trucks per year 7,872 vehicles/year Transfer Trailers per year 3,149 vehicles/year Vehicles per Year (in 2045)11,020 vehicles/year Total Vehicles per day (in 2045)42.4 vehicles/dayTotal Vehicles per hour (in 2045)5.0 vehicles/hour Conclusion:Based on the 20-year projection model and assuming a 1.5% annual growth rate, the facility will receive approximately 78,716 tons of waste annually by 2045. This projected increase in waste volume translates to an estimated 42.4 vehicles per day (garbage trucks and transfer trailers) or roughly 5.0 vehicles per hour. In practical terms, the facility can anticipate the arrival of a vehicle approximately every 12 minutes. It should be noted this calculation assumes all waste will be delivered by truck, and in practice, a percentage of waste will arrive by residential vehicle, therefore increasing vehicle count. Traffic surges are also expected. The transfer station will allow for one to two vehicles to tip at once. Given the 5.0 vehicles/hour vehicles should be able to come in and out of the transfer station. The Ames Resource Recovery Plant is open from 7 AM to 3:30 PM Mon-Fri and 8 AM to 12 PM Sat. Meaning there are a total of 46.5 working hours in a week. However transfer trailers and garbage trucks operate primarily Mon-Fri. Meaning they have a total of 42.5 working hours. This is based off the assumption the new facility will maintain the same hours as the current one. How Much Weight Can A Garbage Truck Carry? - ENCOMPASS RL Average loading capacity of vehiclesTotal Working Days Project life may exceed 20-yrs, but sizing for a timeframe greater than that is not recommended due to unforeseen technologies, market trends, etc. Determine yearly estimates, Vehicles per Hour 36 Project: City of Ames, R3C Subject: Traffic Data Task: Sizing Memo Computed by: L. Juhel Date: 05.29.25 Checked by: KRK Page: 4 of 7 Objective:Determine spacing requirements based on historic data. References: Assumptions: There are 260 working days in a year. Calculations: Tipping Floor Unshredded Total Waste Received per year 78,716 tons Tons/day 303 tons/day Area 4,676 SF Density 450 lbs./cy Average Height 12 ft Volume 56,112 ft^3 Volume in CY 2,078 CY Weight 935,200 lbs. Weight 468 tons Days until max load 1.54 days Figure: Unshredded Emergency Tipping Floor Tipping Floor Shredded Total Waste Received per year 78,716 tons Percent Metal Recovered 4.50% % Tons/day 289 tons/day Area 719 SF Density 350 lbs./cy Average Height 12 ft Volume 8,628 ft^3 Volume in CY 320 CY Weight 111,844 lbs. Weight 56 tons Figure: Shredded Normal Condition Tipping Floor Days until max load 0.19 days Conclusions: Concept Site Layout_05-Building Layout Project life may exceed 20-yrs, but sizing for a timeframe greater than that is not recommended due to unforeseen technologies, market trends, etc. During large storm events larger volumes of waste are expected meaning the tipping floor would combine into a larger unshredded area of approximately 4,676 SF. This would allow a larger storage area to aid in processing this large volume of waste. The tipping floor would reach it's maximum load after about 1.54 days. In case of emergency loader will load to south pit. However, it is still not recommended that the facility allow the tipping floor to reach this condition. For normal conditions the shredded tipping floor exceeds its area in approximately 0.19 days. 37 Project: City of Ames, R3C Subject: Traffic Data Task: Sizing Memo Computed by: L. Juhel Date: 05.29.25 Checked by: KRK Page: 5 of 7 Objective:Determine spacing requirements based on historic data. References:Annual Report 2024 Resource Recovery System Assumptions: Calculations: Illustrate change in VPD based on yard waste PV 1,350 tons r 1.5 % n 20 years FV 1818 tons Total Expected Vehicles by 2045 PV 600 VPD Figure: System Summary Calendar r 1.5 % n 20 years FV 808 VPD Total Commercial VPD 42.4 VPD Average VPD 850 VPD Average VPH 106.3 VPH Average VPM 1.77 VPM Conclusions: Project life may exceed 20-yrs, but sizing for a timeframe greater than that is not recommended due to unforeseen technologies, market trends, etc. During the year the Ames Resource Recovery and Recyling Campus offers 4 days for residents to drop off yard waste free of charge. Typicall 3 of these days occur towards the end of fall, and the fourth day occurs in spring. For the purpose of these calculations it will be assumed the new facility will maintain the same conditions. Total Expected Yard Waste per year by 2045 During the Spring no-charge day it is expected the facility will receive a bulk of it's anticipated yard waste. This will impact the number of vehicles per day to an average of about 850 VPD, or about 106.3 vehicles per hour. Meaning the facility can expect a 1.77 vehicles every minute. Due to the high volume of vehicles the facility may add more no-charge days in the future. It was assumed that every vehicle is carrying a similar amount of yard waste. 38 Project: City of Ames, R3C Subject: Traffic Data Task: Sizing Memo Computed by: L. Juhel Date: 05.29.25 Checked by: KRK Page: 6 of 7 Objective:Determine the amount of time required for transfer trailers commute from Ames to Carroll. References:Google Maps Assumptions: Calculations: Tons per Year 78,716 tons/year Tons per working day 303 tons/day Walking Floor Trailers Capacity 25 Tons Trips per day 12 Trips/day Transfer Trailers Operating 6.0 Vehicles Transfer Trailers Operating 4.0 Vehicles Total Trips per day 2.0 Trips/day Total Trips per day 3.0 Trips/day Total Time per roundtrip 3.1 Hours Total Time per roundtrip 3.1 Hours Operation time 6.2 Operation time/day Operation time 9.3 Operation time/day Conclusion:To effectively manage the disposal of 303 tons of waste per day at the Carroll County Landfill, four to six transfer trailers will be utilized. This results in a total operational time of approximately 6.2 to 9.3 hours per day. It is important to note that the number of transfer trailers in operation may vary seasonally, depending on fluctuations in the volume of waste received. Project life may exceed 20-yrs, but sizing for a timeframe greater than that is not recommended due to unforeseen technologies, market trends, etc. Expected Waste to Landfill (2045) Figure: Drive time from site to Carroll County Solid Waste Management It was estimated that loading and unloading in Ames and Carroll would each require approximately ten minutes, resulting in an additional 20 minutes added to the total roundtrip duration. Furthermore, transfer trailers are anticipated to carry anywhere from 20-25 tons of waste per trip. 39 Project: City of Ames, R3C Subject: Traffic Data Task: Sizing Memo Computed by: L. Juhel Date: 05.29.25 Checked by: KRK Page: 7 of 7 Objective:Determine staff available for driving transfer trailers. References:City of Ames Organizational Chart Assumptions: Approximate transfer location and conceptual layout is used without major changes. Calculations: Figure: City of Ames Staff Organizational Chart Conclusion Currently, the Resource Recovery and Recycling Campus operates efficiently with 12 staff members, meeting present-day operational needs. This staffing level aligns with the current waste processing rate and is anticipated to facilitate smooth facility operations. Project life may exceed 20-yrs, but sizing for a timeframe greater than that is not recommended due to unforeseen technologies, market trends, etc. 40 Appendix C: OPCC & Equipment Cost Estimate 41 Project: AMES R3C FACILITY Estimator: Katie Kinley, Greg Gesell Reviewer: Garrett Williams Date: 6.20.25 Estimate Basis: R3C Conceptual Layout - DRAFT Costs: 2025 $ Location: Ames, Iowa Comments & Background: 0. Property Purchase $0 Not included here -see financial model I. SITEWORK - CLEARING AND GRUBBING $64,000 II. SITEWORK - NEW CONSTRUCTION $2,456,000 III. TRANSFER BUILDING $3,341,000 Includes significant concrete work, transfer pit, and pits III.a. Equipment - Shredder, Magnet, & Eddy Current Separator, does not include baler $1,185,000 *Based on potential to reuse some equip. from site. IV. OFFICE BUILDING & RECYCLING AREA $1,253,000 V. SCALE HOUSE AND SCALES $720,000 Based on recent scale pricing & concurrent construction with 3C. SUBTOTAL ITEMS I - V $9,019,000 DESIGN/ENGINEERING (8%) $721,520 PERMITTING (2%) $50,000 SURVEYING AND SOILS REPORT $0 Assumes already completed/included in construction cost/executed separately CONSTRUCTION INSPECTION (5%) $450,950 CONTINGENCY (20%) $1,804,000 Contingency adds to the estimate based on uncertainty/draft design. TOTAL CAPITAL COST $12,045,470 ASSUMPTIONS 1. No sales tax is included. Assumed facility is tax exempt. 2. Costs rounded to nearest thousand.Does not include financing costs. R3C FACILITY OPINION OF CAPITAL COSTS ESTIMATE SUMMARY - DRAFT Includes clearing and grubbing, and fencing removal. Includes placement of structural fill, roads, pavement, and ancillary installations. Office and HHW are one building, with the recycling area canopy separated for fire safety code. Ames R3C Cost Estimate DRAFT 6/20/2025 1 of 6 42 Project: AMES R3C FACILITY Estimator: Katie Kinley, Greg Gesell Reviewer: Garrett Williams Date: 6.20.25 Estimate Basis: R3C Conceptual Layout - DRAFT Costs: 2025 $ Location: Ames, Iowa 3. Costs are included for scales, scoreboards and digital displays as well as fixed equipment. 4. High level estimated costs are included for furniture, furnishings or miscellaneous movable equipment. 5. Assumed project to be competitively bid under one general contract. 6. Assumed construction to be during normal working hours. 7. The construction costs are used for budgeting and planning purposes only and shall not be used as an actual bid as given by a contractor to build the project. Ames R3C Cost Estimate DRAFT 6/20/2025 2 of 6 43 Project: AMES R3C FACILITY Estimator: Katie Kinley, Greg Gesell Reviewer: Garrett Williams Date: 6.20.25 Estimate Basis: R3C Conceptual Layout - DRAFT Costs: 2025 $ Location: Ames, Iowa I.SITEWORK - CLEARING AND GRUBBING Item Quantity Units Unit Price Item Cost Total Comments & Background: 11 Acres $2,000 $22,000 Est. based on recent construction events. Minimal clearing needed. Topsoil/veg strip/relocation 10,600 CY $4 $42,400 Conservative estimate of 1-ft over half of the construction area. Subtotal I $64,400 II.SITEWORK - NEW CONSTRUCTION Item Quantity Units Unit Price Item Cost Total Comments & Background: Bulk Excavation - soil borrow estimate 10,600 CY $5 $53,000 Conceptual estimate - 1-ft over half of construction area Place & compact fill (2) 23,500 CY $10 $235,000 Assume 3-ft across transfer floor Rough/fine grading at all buildings, paving, etc. 120,000 SF $2 $240,000 Roadways - 9" concrete w/ 6" aggregate base 10,000 SY $100 $1,000,000 Est. Road areas 80k-sf and yard waste area 10k-sf. Roadways - 9" concrete w/ 6" aggregate base 3,333 SY $100 $333,330 Est. Equip Area 300 LF $40 $12,000 Site Erosion Control Turf reinforcement mat 3,400 SY $8 $27,200 Engineer estimated quantity. Silt fence 4,000 LF $5 $20,000 Engineer estimated quantity. Sanitary sewer lines, lift stations, manholes, etc. 1 LS $150,000 $150,000 Engineer estimated pricing from similar projects. Water supply and site fire lines/hydrants (4) 1 LS $60,000 $60,000 Engineer estimated pricing from similar projects. Storm sewer piping, drains, manholes, rock 1 LS $25,000 $25,000 Engineer estimated pricing from similar projects. Natural Gas System (4) 1 LS $30,000 $30,000 Engineer estimated pricing from similar projects. Electrical (2) - Service to Site/Buildings 1 LS $60,000 $60,000 Engineer estimated pricing from similar projects. 6' Chain link fence 2,500 LF $30 $75,000 Measured at 50-ft setback 50' automatic chain link sliding gate & operators 2 EA $20,000 $40,000 Quantity from current design. Misc. - bollards, sidewalks, paving painting. 1 LS $20,000 $20,000 Engineer estimated pricing from similar projects. Signage 1 LS $5,000 $5,000 Engineer estimated pricing from similar projects. 5 Acre $7,000 $35,000 Engineer estimated pricing from similar projects. 1 LS $50,000 $25,000 Based on screening requirements per ordinance. Final site clean-up 1 LS $10,000 $10,000 Engineer estimated pricing from similar projects. Subtotal II $2,455,530 Clear and grub site Safety beam guard rail/hand rails Grass seeding and fertilizer Screening and landscaping Ames R3C Cost Estimate DRAFT 6/20/2025 3 of 6 44 Project: AMES R3C FACILITY Estimator: Katie Kinley, Greg Gesell Reviewer: Garrett Williams Date: 6.20.25 Estimate Basis: R3C Conceptual Layout - DRAFT Costs: 2025 $ Location: Ames, Iowa Notes: (1) No demolition anticipated beyond fencing. (2) General Earthwork includes moving soil, backfill, embankment, etc. Quantities include 25% for compaction, assumes onsite soils. (3) Roadway unit price includes curbs, gutters, etc., where required (4) Utilities unit price includes excavation, bedding material, piping installed, backfill, etc. - assumes adequate utility service adjacent to site. III.TRANSFER BUILDING Item Quantity Units Unit Price Item Cost Total Comments & Background: 23,500 SF $75 $1,762,500 Based on simplified building design for PEMB. Furniture - equip storage, tech, tables, cabinets 23,500 SF $5 $117,500 Based on maintenance shop needs Excavation and backfill - foundations 300 CY $18 $5,400 Engineer estimated pricing from similar projects. Concrete: 9" slab on grade - lower level 1,932 SF $12 $23,180 Quantity from current design. 10" slab on grade - upper level 21,568 SF $15 $323,520 Quantity from current design. Concrete footings 200 CY $350 $70,000 Quantity from current design. Waste containment walls 20 cy $800 $16,000 Includes one block push wall as shown on drawings. Exterior overhead coiling steel doors: 13' x 14' 7 ea $6,000 $42,000 Quantity from current design. Building - Mechanical: Fans, drains, controls, etc. 23,500 SF $11 $258,500 Engineer estimated pricing from similar projects. Trench drain 60 LF $200 $12,000 Engineer estimated pricing from similar projects. Water misting system 0 LS $50,000 $0 Not included in this project. Dry-pipe sprinkler system 23,500 S.F. $15 $352,500 Engineer estimated pricing from similar projects. Building-Electrical: Power, lighting, etc. 23,500 SF $12 $282,000 Engineer estimated pricing from similar projects. 600 amp MCC panel 1 ea $17,000 $17,000 Pricing may vary with final design based on final components. 250 amp electrical panel 1 ea $3,700 $3,700 Engineer estimated pricing from similar projects. 30 KVA dry-type transformer 1 ea $5,000 $5,000 Engineer estimated pricing from similar projects. Misc. and embedment steel 1 ea $50,000 $50,000 Engineer estimated pricing from similar projects. Steel embeded floor channels - upper level 0 ea $3,100 $0 Not included in this project. Subtotal III $3,340,800 $142 Pre-engineered steel roof structure - 30' high, metal wall / roof panels Ames R3C Cost Estimate DRAFT 6/20/2025 4 of 6 45 Project: AMES R3C FACILITY Estimator: Katie Kinley, Greg Gesell Reviewer: Garrett Williams Date: 6.20.25 Estimate Basis: R3C Conceptual Layout - DRAFT Costs: 2025 $ Location: Ames, Iowa per square foot (1) Metal building includes structural steel, column free building (long span), 24 ft. eave height, and 20 yr. warranty on roofing. (2) Assumes stable soil with load bearing capacity. Slab floor is reinforced concrete. (3) 12'' concrete containment walls along sides w/ steel metal deflector sheets. (4) Building mechanical includes drains, plumbing, air handling, etc. (5) Electrical includes lighting, wiring, exhaust fans, power, etc. IV.OFFICE BUILDING & RECYCLING AREA Item Quantity Units Unit Price Item Cost Total Comments & Background: 5,000 SF $65 $325,000 Based on simplified building design for PEMB. Furniture - Estimate 5,000 SF $20 $100,000 Based on office furniture, education center furniture Excavation and backfill - foundations 75 CY $350 $26,250 Engineer estimated pricing from similar projects. Concrete: 6" concrete slab on grade 5,000 SF $8 $40,000 Engineer estimated pricing from similar projects. Concrete footings 50 CY $350 $17,500 Engineer estimated pricing from similar projects. Building - Mechanical: Fans, drains, controls, etc. 5,000 SF $40 $200,000 Engineer estimated pricing from similar projects. Dry-pipe sprinkler system 5,000 SF $15 $75,000 Engineer estimated pricing from similar projects. Electrical - Office (3) 3,500 SF $40 $140,000 Engineer estimated pricing from similar projects. 100 amp electrical panel 1 ea $2,000 $2,000 Engineer estimated pricing from similar projects. Exterior/interior hollow metal doors 15 ea $800 $12,000 Quantity from current design. Interior building finishes (4) 3,500 S.F. $30 $105,000 Quantity from current design. Loading Docks 1 ea $10,000 $10,000 Engineer estimate for equipment costs. Recycling Center Canopy 1 ea $200,000 $200,000 Engineer estimated pricing from similar projects. Subtotal III $1,252,750 $211 per square foot (1) Assumes stable soil with load bearing capacity. Slab floor is 6" non-industrial reinforced concrete. (2) Heating, ventilation, air conditioning, and plumbing, drains, toilets, etc. (3) Electrical includes lighting, wiring, power, communications, etc. (4) Includes wall, floor and ceiling finishes. Does not include furniture, office equipment, cabinetry, curtains or supplies. (5) Does not include a second floor or mezzanine Pre-engineered steel roof structure - 24' high, metal wall / roof panels Notes: Notes: Ames R3C Cost Estimate DRAFT 6/20/2025 5 of 6 46 Project: AMES R3C FACILITY Estimator: Katie Kinley, Greg Gesell Reviewer: Garrett Williams Date: 6.20.25 Estimate Basis: R3C Conceptual Layout - DRAFT Costs: 2025 $ Location: Ames, Iowa V.SCALE HOUSE AND SCALES Item Quantity Units Unit Price Item Cost Total Comments & Background: 325 SF $300 $97,500 Engineer estimated pricing from similar projects. Furniture - Estimate 325 SF $20 $6,500 HVAC & Plumbing (3) 325 SF $60 $19,500 Engineer estimated pricing from similar projects. Electrical (4) 325 SF $12 $3,900 Engineer estimated pricing from similar projects. 100 amp electrical panel 1 ea $2,000 $2,000 Engineer estimated pricing from similar projects. Interior building finishes (5) 325 SF $30 $9,750 Engineer estimated pricing from similar projects. Concrete footings & grade beams at scales 2 ea $50,000 $100,000 Engineer estimated pricing from similar projects. 12" slab on grade at scale and approach 2 ea $20,200 $40,400 Engineer estimated pricing from similar projects. Motor Truck Scales (10' x 70') 2 ea $200,000 $400,000 Engineer estimated pricing from similar projects. Digital scoreboards 2 ea $10,000 $20,000 Pricing can vary pending specifications. Guard rails at scales 2 ea $5,000 $10,000 1 LS $10,000 $10,000 Subtotal V $719,550 $860 Notes:per square foot (1) No truck driver, facility, or administration activities areas are included. (2) Assumes stable soil with load bearing capacity. (3) Heating, ventilation, air conditioning, and plumbing, drains, toilets, etc. (4) Electrical includes lighting, wiring, power, communications, etc. (5) Includes wall, floor and ceiling finishes. Does not include furniture, office equipment, cabinetry, curtains or supplies. Subtotal I through V (without equipment) $7,833,030 Building Misc. Building and Scale Protection, e.g. bollard, Ames R3C Cost Estimate DRAFT 6/20/2025 6 of 6 47 Equipment cost summary Metals Processing Equipment Cost Summary Item Cost Notes Conveyors Lump Sum $1,473,000 Shredder $1,300,000 M&J P250 shredder 50+ tph Magnet $140,560 Eriez P Rex permanent drum magnet ECS 1 $278,990 Eriez w/ feeder and controls 50 tph ECS 2 $237,449 Eriez w/ controls Gantry Crane $25,000 Plug number - still waiting for a quote Equipment Total $3,454,999 Construction 1,730,000$ Indirect Costs 520,000$ Contingency 700,000$ TOTAL $6,405,000 Recyclables Baler System Item Cost Notes Conveyor $150,000 15' feed secton, assumed $10k shipping Baler $450,000 Sierra REB1, Assumed $25k shipping Equipment Total $600,000 Construction 300,000$ Indirect Costs 90,000$ Contingency 120,000$ TOTAL $1,110,000 Ames Resource Recovery and Recycling Campus Shredder infeed and discharge, magnet infeed, ECS infeed and feeders, shredded waste transfer conveyors FOR FUTURE INSTALL - NOT INCLUDED IN PROJECT 48 Conveyors 49 Conveyor List CTEC 09009 Conveyor Description Size L' x W" Tail Head HP Price 1 Horizontal Metal Pan infeed 15' x 60"-2 -2 15 187,000$ 1 and 2 could be 2 30 Deg Incline Metal Pan to Shredder 50' x 60"-5 19 25 362,000$ single conveyor 3 Horizontal Shredder Discharge Belt 17' x 48"6 6 10 116,000$ High impact 4 15 Deg Incline Belt picking trough to Mag 30' x 48" 3 10 15 185,000$ Stainless Steel head section 5 15 Deg Incline Belt to ECS No. 1 54' x 48" 6 19 20 249,000$ Magnetic Head Pulley 6 Vib. Feeder to ECS No. 1 4' x 72"15 15 5 78,000$ 7 15 Deg max. Incline MSW to Storage 40' x 48" 7 16 15 225,000$ Head may be cantelevered or suspected from roof 8 Vib. Feeder to ECS No. 2 4' x 48"8 8 5 71,000$ 1,473,000$ All dimensions and elevations are approximate. Need a walkway along all elevated conveyors Need estimate for supports Budgetary pricing could be for the full set of conveyors Elevation Top of Belt 50 Date: May 27, 2025 Quote No.: DG11215 Quote To: Greg Gesell Quote Expiration: 15 days Delivery: 10 weeks after receipt of Signed Drawings Terms: TBD Shipping: estimate $8,000 to $9,000.00 Quote Type: Budgetary Greg Gesell Belt Conveyors Budgetary quote Item Description Qty Unit Price Net Price 1. 48" wide 20’-0” long inclined 35* troughing Belt conveyor with inclined 18 degrees. 12” high skirt board 6ft long through impact and material train. Last 6ft. of Conveyor to Head pulley 304SS construction. Includes 36” walkway full length of conveyor. Conveyor designed to process 30TPH of MSW with a PCF of 10lbs/ft3. Max particle size 8”. 2 $73,831.00 $147,662.00 Components: • 10HP Sumitomo Brand Helical Bevel Buddy Box with Backstop 56RPM output for 250FPM belt speed. • 10HP Baldor Brand Inverter Duty Super E motor T.E.F.C 480V/3PH/60H • 48” wide 3ply 330 3/16” x 1/16” covers • Stainless Steel Martin Brand Mine Duty Head Pulley 16” Diameter x 51” Face with ½” HB Lagging 3 15/16” TLB • 3 15/16” Dodge Brand Type E Pillow Block Roller Bearings 4 bolt. • Head Shaft 3 15/16” diameter C-1045 TGP Carbon Steel • Martin Brand Mine Duty Tail Pulley 14” Diameter x 51” Self-cleaning Wing type 3 7/16” TLB • 3 7/16” Dodge Brand Type E Pillow Block Roller Bearings • Tail Shaft 3 7/16” diameter C-1045 TGP Carbon Steel 51 • Martin Brand HD400 Take up 12" travel • (4) Martin Brand CEMA C5 35 degree Rubber impact Troughing idlers 1’-0” spacing Load zone • Martin Brand CEMA C5 35 degree Troughing idlers 2’-0” spacing under skirtboard 3ft spacing rest of conveyor. • Martin Brand CEMA C5 20 degree Troughing idlers Leading in and out of pulleys • Martin Brand CEMA C5 Return idlers 10ft. spacing • Safety Pull Cord switches walkway side of conveyor full length Conveyor Component brand RS model • Zero speed switch mounted to tail shaft Whirligig universal shaft sensor mount & fully guarded Target • Primary Belt Wiper Flexco Brand MMP with Urethane wiper • Urethane Skirt board 6” high x ½” thick Full length both sides of conveyor • Includes OSHA Tail Guard box • Includes Stainless steel side guards full length of conveyor walkway side Conveyor Frame Construction: • C12 x 20.7 Channel Frame Conveyor • W4x13 I-Beam Cross frame support • 1/4” Thick x 12” high Carbon Steel skirt board backer plate 8ft. of conveyor both sides • Carbon Steel Angle skirt board supports every 4ft. both sides of conveyor • 36” wide serrated bar grating walkway one side. • Handrails outboard side of walkway. Sched 80 pipe uprights sched 40 pipe horizontals Painted OSHA safety yellow • All Carbon steel will be Hot Dipped galvanized Finish • Estimated Galvanized Support Bents • Equipment manual 3 hard copies and 1 electronic copy • All hardware to assemble conveyors. • Tail pulley Guard painted OSHA safety yellow Not included: • Mechanical installation by others • Electrical installation by others • PE Stamp or Permits NOTES 1. One (1) Day of Start-up and commissioning by DG Marshall has NOT been included in the Price. Start up and or training assistance after is available at $1,200.00 per day per person plus travel and expenses. 2. All training and start up assistance pricing is based on eight (8) hour days, Monday through Friday. All travel and expenses will be charged at cost plus 5%. 52 3. All training and start up assistance over eight (8) hours per day and on Saturday will be charged at one and one-half times the per day rate. Any time on Sunday or holidays will be charged at two times the per day rate. 4. (2) Hard copy and (1) electronic copy Operating and Maintenance Manuals are included in the total Price. DGM standard 5. Assembly is limited to standard and normal shipping limitations between factory and jobsite. 6. Practical and normal protection of equipment will be provided. No boxing or crating or special containers of any type have been included. 7. All conveyor components and manufactured items will be furnished with the manufacturer’s paint system or as specified within the proposal (see hot dipped galvanized coating). 8. We have not included mounting or pre-wiring of any electrical component 9. All Pricing is based upon no special tests being required other than normal rotation, alignment and clearance testing done during shop assembly of various pieces and or subassemblies of equipment. 10. The Owner Purchaser shall provide all information, drawings, records, utility locations, documentation, work points and specifications existent concerning this work, as may be necessary to DGM to allow engineering to proceed. 11. Project start date is based upon all required information being available to DGM to allow engineering to proceed. 12. Field verification of dimensions has not been included as part of this proposal. 13. Warranty does not included field labor for removal / replacement of defective parts. 14. All data furnished with this proposal pertaining to equipment is preliminary and subject to finalization by DGM’s engineering department. 15. Spare parts have been omitted from this quote. DGM will supply if granted the time to generate. 16. All Conveyors sections will be shipped in 20ft. lengths or as a complete assembly when practical. Marshall Associates will provide all mounting hardware except for Anchor bolts. All fasteners will be Grade 8 or equal. Terms and Conditions 53 Acceptance: Any order accepted by DG Marshall Associates, Inc., (Seller) for the purchase of goods shall be subject only to these Terms and Conditions. There are no understandings or agreements other than as set forth herein. No additions, deletions or modifications of these terms or any other matter set forth on the face hereof, proposed by Buyer in its printed forms or otherwise, shall bind Seller unless accepted in writing, regardless of whether such other terms would materially alter the terms hereof. Prices and Payments: Unless otherwise provided in writing, all prices are for goods with Seller’s standard specifications, finish and color. Prices are F.O.B. Seller’s plant and are subject to change without notice at any time prior to Seller’s acceptance of Buyer’s order. Unless specifically provided, prices do not include any applicable sales, use, transfer or excise taxes or other similar taxes, tariffs or custom duties, for which Buyer may be responsible. Terms: Unless otherwise expressly agreed to in writing, Seller’s terms for on-line purchases are those shown at time of checkout. Failure to comply with terms of payment may result in extra costs and delivery delays. Buyer shall be responsible to pay all of Seller’s costs and reasonable attorney’s fees to enforce the terms of this agreement. Delivery: Estimated shipping time means the approximate time at which Seller anticipates shipping the goods and is calculated from the date of order acknowledgement. Seller is not responsible for delays or nonperformance resulting from acts of God or occurrences outside of Seller’s control, such as but not limited to, strikes, abnormal manufacturing conditions, fire, flood, accident, riot, war and invasion, or government priorities. In no event shall Seller be liable for incidental, consequential or special damages arising out of a delay or failure to deliver. All shipments hereunder shall be by truck, freight collect, or by UPS/FEDEX, unless otherwise agreed to in writing. Weight, if given, is the net shipping weight or Seller’s best estimate thereof. Claims for damage in shipment should be made immediately to the subject carrier. Claims for shortage of quantity or improper manufacture should be made with Seller within five (5) business days after receipt. Risk of loss or damage during shipment shall be borne by the Buyer, whether or not freight is prepaid by Seller. Any claim of buyer for loss or damage during shipment shall only be made against the carrier. Installation: Unless otherwise expressly specified on the face hereof, all costs of installation of the goods shall be borne by the Buyer. Some goods, such as stands, are shipped unassembled and require assembly. Estimated assembly times are available upon request. Cancellation: Orders placed for goods are not subject to cancellation or modification, in whole or in part, after Seller’s acceptance, except with Seller’s express written consent, and upon payment of a cancellation charge covering all costs incurred by Seller to the time of cancellation. If Buyer cancels order without Seller’s express written consent, Buyer agrees to pay all costs incurred by Seller and to compensate Seller for any loss of profits that it may suffer. Return: Standard products may be returned, freight pre-paid, for credit, subject to a restocking charge of $100.00 or 25% of purchase price, whichever is greater. Such returns must be made within 30 days of shipment. Products are not returnable without Seller’s prior written approval and associated Return Material Authorization (RMA) number. 54 Limited Warranty: Seller warrants the product against defects and workmanship for a period of one (1) year, commencing on the date of original purchase and will, at its option, repair or replace for the original purchaser, free of charge, F.O.B. Seller, any part found to be defective in material or workmanship. This limited warranty shall only apply if the product has been operated, maintained and assembled in accordance with the Technical & Assembly Instruction Manual and/or other instructions or specifications furnished with the product, and has not been subject to misuse, abuse, neglect, accident, improper maintenance, alteration, vandalism, theft, fire, water or damage because of other peril or natural disaster. Seller shall have no liability hereunder for claims made under this warranty which are not in writing and which have not been delivered to Seller within 30 days after termination of warranty. If the product proves to be defective, Seller will bear the costs of materials for repair or replacement during the above specified warranty period. Seller shall have the option to replace any defective part(s) with new part(s) or with serviceable used parts that are equivalent to new parts in performance. Seller shall have the option to replace any defective product(s) with functionally equivalent product(s). All claims for warranty service on a Seller approved claim will give buyer the name and location of the service provider to which you may ship or deliver, at buyer’s expense, the defective product. Seller will not accept products returned directly to the factory unless prior written permission has been extended by Seller. This limited warranty does not provide coverage on component parts that carry a separate manufacturer’s warranty or damage caused by said component parts. Please refer to the applicable manufacturer’s warranty on these items. SELLER DOES NOT MAKE ANY WARRANTIES WITH RESPECT TO ANY PRODUCT, EITHER EXPRESS OR IMPLIED, INCLUDING IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO EXPRESS WARRANTY OR GUARANTY, WHETHER WRITTEN OR ORAL, EXCEPT AS MENTIONED HEREIN, GIVEN BY ANY PERSON OR ENTITY, WITH RESPECT TO ANY PRODUCT SHALL BIND SELLER. THE PROVISIONS AS SET FORTH IN THIS LIMITED WARRANTY PROVIDE THE SOLE AND EXCLUSIVE REMEDY FOR THE ORIGINAL PURCHASER. SELLER SHALL NOT BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL LOSS, DAMAGE OR EXPENSE INCLUDING, WITHOUT LIMITATION, EXPENSES INCURRED FOR SUBSTITUTE OR REPLACEMENT PRODUCTS, FOR TRANSPORTATION OR FOR RELATED EXPENSES, UNLESS THE SAME IS APPROVED IN WRITING BY SELLER, OR FOR RENTAL EXPENSES TO TEMPORARILY REPLACE A WARRANTED PRODUCT. IN NO EVENT SHALL RECOVERY OF ANY KIND BE GREATER THAN THE AMOUNT OF THE PURCHASE PRICE OF THE PRODUCT SOLD. BUYER ASSUMES THE RISK AND LIABILITY FOR LOSS, DAMAGE, OR INJURY TO YOU AND YOUR PROPERTY AND/OR TO OTHERS AND THEIR PROPERTY ARISING OUT OF USE OR MISUSE OR INABILITY TO USE THE PRODUCT. THIS LIMITED WARRANTY SHALL NOT EXTEND TO ANYONE OTHER THAN THE ORIGINAL PURCHASER. Inspection: If an inspection is required by Buyer or a third party, all costs will be to Buyer’s account. Seller will not be responsible for late shipments due to inspection of the goods. Limitation of Actions: Any action for a breach of contract arising against the Seller must be commenced within one (1) year after the cause of action has occurred. Rights and Remedies, Waiver: The rights and remedies herein shall be in addition to any other rights and remedies available to Seller at law and in equity. Sellers’s failure or delay in exercise of any rights or remedies shall not operate as a waiver of those rights or remedies. 55 Governing Law: The rights and obligations of the parties hereto and the construction and effect of any contract formed pursuant hereto shall be governed by the laws of the State of Massachusetts. Indemnification – Safe Operation: Buyer shall comply with and require its employees to comply with directions set forth in all instructions furnished by Seller. Buyer shall use and require its employees to use reasonable care and all appropriate safety equipment in the operation and maintenance of the goods. If any injury or damage is caused, in whole or in part, by Buyer’s failure to comply with applicable federal, state or local safety requirements, Seller shall have no obligations to Buyer and Buyer shall indemnify and hold Seller harmless against any claims, loss or expense for injury or damage arising from the use of the goods. Seller specifically disclaims any and all liability arising out of the operation of the goods other than the warranty liabilities to the original Buyer. Marshall Associates appreciates the opportunity to quote this project. If you have any questions or I can be of further assistance please do not hesitate to contact me 508-943-2394. Sincerely, John Marshall DG Marshall Associates Inc. 56 Shredder 57 1 Gesell, Gregory H. From:Rick Brown <rick.brown@mjrecycling.com> Sent:Monday, June 9, 2025 9:53 AM To:Gesell, Gregory H. Subject:Re: M&J Shredders Attachments:2.1.xx M&J_P250e_US-Imperial_Web.pdf CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Greg, The edrive systems we have developed are marketed to show incredible energy savings. The direct drive and recapture of energy result in energy savings of 25-50% compared to electric or hydraulic power. We offer the pre-shredder with two motor sizes. Two 150 hp motors for the P250-220 and two 215 hp motors for the P250-320. We would need to match the power requirements to the application. I've attached a spec sheet for your review. Best regards, Rick Brown Distribution Sales Manager +1 857 276 7998 M&J Recycling 2015 Ayrsley Town Boulevard Suite 202 Charlotte, NC 28273-4068 | USA Read more at mjrecycling.com 58 2 This e-mail and any files attached are intended solely for the use of the addressee. They may contain privileged or confidential information. If you are not the intended recipient, you are hereby notified that any use, disclosure, copying or distribution of this e-mail or its contents is strictly prohibited. If you receive this message in error, please notify the sender immediately and delete the message and any attachments from your system. M&J Recycling processes personal data in accordance with applicable data privacy laws. For more information please see our Data Privacy Policy . From: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Sent: 06 June 2025 7:05 PM To: Rick Brown <rick.brown@mjrecycling.com> Subject: RE: M&J Shredders Rick, I trust you are doing well. To bring you up to speed on the my German project, we submitted a report as part of the budgeting approval process some time back. We got some comments back on the report which seemed to me to be remarkably fast. They still have a long process though. They had one comment regarding the power demand for the facility and in particular the equipment since that will make up a large part of that demand. Could you please provide a best guess for the maximum demand for each of the shredders assuming they go with two units in series? I recognize at this point it can and should only be an estimate and will be dialed in later during design but the team wants to check whether the assume transformers are appropriately sized so I am requesting the power demand for all the equipment. It could be a range if that makes it easier to estimate and either by component or an overall estimate. I am guessing consumption will be around 200 – 250 Hp for each shredder. Is that in the range? Thanks, Greg Gesell, PE Mechanical Engineer HDR 1917 S 67th Street Omaha, NE 68106-2973 D402 399 4978 M 402 301 3302 ggesell@hdrinc.com hdrinc.com/follow-us From: Rick Brown <rick.brown@mjrecycling.com> Sent: Wednesday, April 30, 2025 11:58 AM 59 3 To: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Subject: Re: M&J Shredders CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hey Greg, Sorry for the delayed reply. Easter break. Would the unit be fixed and not on tracks? I need it attached to the building. Yes, we offer it as a stationary system. The e-drive is only available as a stationary system. Would the unit have the “quick” change out of the cutting table and knives? The operators of the plant will not be completing major maintenance on it or hardfacing. I think what will happen is as the cutting table and knives need work, they would be pulled out by a contractor who would either maintain on site or take to his shop to work on it then return. So I would need the quick removal and a spare cutting table and knives. Yes, the cutting table is designed to be swapped in 4-8 hours for exactly your application, where swapping a table and hard facing off site is the better solution. Would going to the 4” nominal in one step mean that the tons processed or hours of operation between major maintenance would be lower? I guess I really am asking how long between overhauls would you expect. I recognize that is a loaded question – this is MSW but will have some metal in it and bullet proof glass that they will try to remove upfront but may miss from time to time. This is where we need to balance volume reduction and reduction ratios. What's the priority? One pass shred with lower production or higher production with two shredders (primary and then secondary) Also I would need to be able to clear out something that is not processible reasonably easily so some way to access and remove the item. Yes, open table design and the ability to run one shaft to clear the blockage. I have not had time to look but will try to tomorrow – can I find a P250 eDrive on your website? At this point we are just working to project approval. We need a budgetary cost for the system – high level, in the ballpark ($1M, $2M $5M). The concept has to get approval to make it a funded project. Then they will likely get preliminary engineering with conceptual drawings when the plans and costs can be refined and then final plans so the installation likely won’t be until 2030 – 2035. If we don’t get over the first hurdle though the process starts over. 60 4 If the project is in 2030, I would budget $1.3M for a stand-alone P250. Add appropriate price increases. Best regards, Rick Brown Distribution Sales Manager +1 857 276 7998 M&J Recycling 2015 Ayrsley Town Boulevard Suite 202 Charlotte, NC 28273-4068 | USA Read more at [mjrecycling.com]mjrecycling.com This e-mail and any files attached are intended solely for the use of the addressee. They may contain privileged or confidential information. If you are not the intended recipient, you are hereby notified that any use, disclosure, copying or distribution of this e-mail or its contents is strictly prohibited. If you receive this message in error, please notify the sender immediately and delete the message and any attachments from your system. M&J Recycling processes personal data in accordance with applicable data privacy laws. For more information please see our Data Privacy Policy . From: Gesell, Gregory H. Sent: Monday, April 14, 2025 9:10 PM To: Rick Brown Cc: Brad King Subject: RE: M&J Shredders 61 5 Rick, Thanks for the quick response. Your recommendation sounds reasonable to me. Using just one shredder will take a little more convincing of a few people until they realize tow shredders just means either one could breakdown and shut down operation. Questions - Would the unit be fixed and not on tracks? I need it attached to the building. Would the unit have the “quick” change out of the cutting table and knives? The operators of the plant will not be completing major maintenance on it or hardfacing. I think what will happen is as the cutting table and knives need work, they would be pulled out by a contractor who would either maintain on site or take to his shop to work on it then return. So I would need the quick removal and a spare cutting table and knives. Would going to the 4” nominal in one step mean that the tons processed or hours of operation between major maintenance would be lower? I guess I really am asking how long between overhauls would you expect. I recognize that is a loaded question – this is MSW but will have some metal in it and bullet proof glass that they will try to remove upfront but may miss from time to time. Also I would need to be able to clear out something that is not processible reasonably easily so some way to access and remove the item. I have not had time to look but will try to tomorrow – can I find a P250 eDrive on your website? At this point we are just working to project approval. We need a budgetary cost for the system – high level, in the ballpark ($1M, $2M $5M). The concept has to get approval to make it a funded project. Then they will likely get preliminary engineering with conceptual drawings when the plans and costs can be refined and then final plans so the installation likely won’t be until 2030 – 2035. If we don’t get over the first hurdle though the process starts over. Thanks, Greg Gesell, PE Mechanical Engineer HDR 1917 S 67th Street Omaha, NE 68106-2973 D402 399 4978 M 402 301 3302 ggesell@hdrinc.com hdrinc.com/follow-us From: Rick Brown <rick.brown@mjrecycling.com> Sent: Monday, April 14, 2025 5:00 PM To: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Cc: Brad King <brad.king@sunmachineryco.com> Subject: RE: M&J Shredders CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. You don't often get email from rick.brown@mjrecycling.com. Learn why this is important 62 6 Hi Greg, No worries. With the data you provided below, At an 8”-12” minus finished grain size. A K210 H05 will be 17-22 tph. A P250 hydraulic drive will 20-30 tph A P250 edrive (electric direct drive) will 30-40 tph. The eDrive is incredibly energy efficient and has a lower operating cost than the P250 hydro. They have the same size cutting table. The K210 would work. The P250’s tph is in the lower range, close to 19 tph, instead of potentially maxing out the K210. The best setup would be a P250 edrive with a 12-knife that would achieve the 4” minus in one pass. We have an older 4000M (P250 predecessor) with a 12-knife setup processing precisely what you want to do in southern Germany. I can send you some data sheets and dimensions if that works for you. 63 7 Best regards, Rick Brown Distribution Sales Manager +1 857 276 7998 office +1 484 772 0727 cell M&J Recycling 2015 Ayrsley Town Boulevard Suite 202 Charlotte, NC 28273-4068 | USA Read more at mjrecycling.com The linked image cannot be displayed. The file may have been mov ed, renamed, or deleted. Verify that the link points to the correct file and location. This e-mail and any files attached are intended solely for the use of the addressee. They may contain privileged or confidential information. If you are not the intended recipient, you are hereby notified that any use, disclosure, copying or distribution of this e-mail or its contents is strictly prohibited. If you receive this message in error, please notify the sender immediately and delete the message and any attachments from your system. M&J Recycling processes personal data in accordance with applicable data privacy laws. For more information please see our Data Privacy Policy . From: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Sent: Monday, April 14, 2025 04:45 PM To: Rick Brown <rick.brown@mjrecycling.com> Cc: Brad King <brad.king@sunmachineryco.com> Subject: RE: M&J Shredders Rick, I appreciate the help. I am stressing at this time we are just looking for a budgetary basis so the initial approval process for the project can advance to a preliminary engineering phase. A model number and sketch or catalog cut would be great but is not as important. Thanks, Greg Gesell, PE Mechanical Engineer HDR 64 8 1917 S 67th Street Omaha, NE 68106-2973 D402 399 4978 M 402 301 3302 ggesell@hdrinc.com hdrinc.com/follow-us From: Brad King <brad.king@sunmachineryco.com> Sent: Monday, April 14, 2025 1:56 PM To: rick.brown <rick.brown@mjrecycling.com> Cc: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Subject: FW: M&J Shredders CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Rick This is the customer I was talking to you about Friday Gregory Rick is with M&J he will be assisting you Thanks Brad King - President 206 Two Notch Rd Lexington, SC 29073 O-803-359-1000 x123 M-803-309-3810 brad.king@sunmachineryco.com From: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Sent: Wednesday, April 9, 2025 6:13 PM To: Brad King <brad.king@sunmachineryco.com> Subject: M&J Shredders Brad, I appreciated talking to you on the phone. As I mentioned, I am looking for some high level planning information for two M&J shredders for a facility at a military base in Germany. They will be processing base municipal solid waste which is mostly residential but they do get waste from the operations. That waste is not supposed to have stuff like part of a track for a tank, chunks of bulletproof glass, large chunks of steel, or cartridges but things happen and they are not always caught before processing. They also get some items such as Meals-Ready-Eat (MREs) or fuel containers that find their way to the plant. They need to shred the waste prior to compacting into a container and shipping to a facility where it is burned to generate energy. The following is a very brief bit of information for the two units. 65 9 Stationary primary shredder 19 tons per hour Output nominally 8 – 12 inches Operate approximately 4 hours per day 5 days per week Need to be able to change out the cutting table reasonably quickly (within a day) Need a feed chute Stationary secondary shredder 19 tons per hour Output nominally 4 inches If that is not reasonable, what could be achieved. Goal is to make sure there are no materials remaining that could damage the waste to energy facility where the waste goes. Operate approximately 4 hours per day 5 days per week Need to be able to change out the cutting table reasonably quickly (within a day) Need a feed chute At this time, we are working toward authorization to replace the underperforming 20-year old facility. I need · Basic model numbers and equipment dimensions so we can layout the building for the o shredders o hydraulic packs · If you have catalog cuts for a description that would be helpful · Budgetary pricing for o complete systems with all the typical bells and whistles for each shredder system o Normal spare parts for a year for each system plus a spare cutting table (shafts and knives) (they will plan to remove the cutting table, hard face, and return to service when the next round of replacement is needed) · If you can provide any information or a rough idea about the installation costs that would be very helpful but I understand that is not your main work in most cases. If you have any questions or need more information, please let me know. Thanks, Greg Gesell, PE Mechanical Engineer HDR 1917 S 67th Street Omaha, NE 68106-2973 D402 399 4978 M 402 301 3302 ggesell@hdrinc.com hdrinc.com/follow-us 66 M&J P250e SPECIFICATION SHREDDER P250e 220 P250e 320 Overall dimensions with standard hopper (LxWxH) inch 325* x 100 x 177 335* x 100 x 177 Standard color RAL 7011. 9002 Corrosion class C2/M Loading height (without hopper)inch 138 Discharge height inch 45 Discharge width inch 47 Temperature** Min Max Shredder unit F -4°113° Grain size 6 knives inch 90% less than 17,7 8 knives inch 90% less than 12 9 knives inch 90% less than 10 10 knives inch 90% less than 8 12 knives inch 90% less than 4 PATENTED MODULAR DESIGN Ensures large savings on the operating budget *Length including the conveyor **Max and min ambient temperature, Fahrenheit. Max altitude 3280 ft. 67 Capacity per hour Household waste US ton/hour Up to 110 Demolition wood US ton/hour Up to 77 Industrial waste US ton/hour Up to 44 Green waste (no stumps or roots) US ton/hour Up to 100 Bulky waste US ton/hour Up to 61 CUTTING UNIT Overall dimensions* (LxWxH) inch 167.1 x 90.6 x 49.2 Opening in the cutting table (LxWxH)inch 111.8 x 78.7 x 33.1 Cutting area inch 97 x 79 Internal volume ft3 144.8 Number of shafts 2 Number of knives 6 / 8 / 9 / 10 / 12 Knives width inch 3.1 / 3.1 / 3.1 / 3.1 / 2.0 Number of counter knives 12 / 16 / 18 / 20 / 24 Distance between counter knives inch 9.9 / 6.3 / 5.1 / 4.1 / 2.6 Assembly of the knives on the shaft Welded Assembly of the lower knives on the cutting table frame Welded Shaft torque lb/ft Up to 66 Centre distance between shafts inch 34.3 M&J P250e BUTTERFLY DRAGON SWORD SAMURAI NINJA STAR CLASSIC TOMAHAWK TACHI *Cutting Unit without drive, including Top and Cutting module 68 CUTTING UNIT Rotating speed rpm Up to 59 Bearings Bearing type Roller bearing Grease consumption oz/h 0,35 Lubrication system Automatic lubrication of main bearings with control of the grease supply CHASSIS Overall dimensions (LxWxH) inch 149 x 92 x 89 Standard conveyor (LxW)inch 197 x 47 CONVEYOR DRIVE Effect - Drive motor Horsepower 4 Belt speed inch/sec 39.4 Bearing type Ball bearing Possibility of grain size 90% < 100 mm M&J P250e 1234 A B C D E F REV TITLE DRAWING NO SHEET SCALE: OF MATERIAL No:1002503 0,0 kg IN WORK 1 P250-2S 320E07 DELIVERY STANDARD 011002503 1 : 50 MATERIAL Wt.: A2CUSTOMER: LOCATION: HHA 2023-10-26DATE: DATE:2023-10-26 MWI RVWD: DRN: DATE: APPD: DO NOT SCALE THIRD ANGLE ISO UNRESTRICTED 1852 [72,9 in] 3122 [122,9 in] E-cabinetE-Drive Service door Hopper Cutting table Braking Resistor Chassis Support structure 69 M&J P250e *Max ambient temperature, Fahrenheit. Max altitude 3280 ft. ELECTRICAL SPECIFICATION P250 e 220 P250 e 320 Overall dimensions electric cabinet (LxWxH) inch 123 X 25 X 73 Power loss electrical cabinet W 5000 Location and temperature*Min Max Location Electrical cabinet F 14°86°Dust free Breaking resistor F NA 122°Dust free and well ventilated Supply Voltage V 3 x 480 + PE Frequency Hz 60 Current - Fully loaded A 450 575 Control voltage Direct current 24 Alternating current 230 Main e-motor Effect Horsepower 2 x 150 2 x 215 Nominal current A per motor IN 172 IN 240 Idle current A per motor I0 10 I0 10 Peak current Up to 10% of operation time A ISOFT 740 ISOFT 1090 Motor protection per motor PT100 PT100 70 PROTECTION AND SAFETY IP Class IP 54 Rated short circuit current kA 30 Earthling system TN-S Emergency stop category Safety category 2 WEIGHTS (TON) 6 knives 8 knives 9 knives 10 knives 12 knives Cutting Table/Module and Shaft Cutting module with shafts 8.5 9.5 9.9 10.3 10.0 Top module with sealings 1.4 Cutting module without shafts 3.1 3.4 3.6 3.8 4.0 Main bearing 0.6 Shaft 2.8 3.0 3.2 3.3 3.0 E-drive P250 e 220 P250 e 320 Drive module complete US ton 12.13 15.43 Eletrical panel US ton 0.88 0.93 M&J P250e Cutting module without shafts Cutting module with shafts Top module with sealings Shaft Drive module complete 71 6/2/2025 HDR Inc. Des Moines, Iowa RE: Viably USA, LLC Quotation Greg Gesell On behalf of Viably USA, LLC I would like to thank you for the opportunity to quote the following machinery and partner with your company. Below is a quotation that outlines the pricing, machine specifications and terms. The following is not included: •Electrical •Site prep •Lifting equipment A deposit, signed purchase agreement and drawing would be required to secure production. Lead time approx. 6 months We look forward to working with HDR Inc. on this project. Please let us know if there are any additional questions. Regards, Garrett Lapsys Area Sales Manager - Midwest US 72 Customer:HDR Inc. Phone: Shipping Address:Des Moines, Iowa USA Contact Name:Greg Gesell Phone: Email:ggesell@hdrinc.com Quote #:Q-01899-1 Date:6/2/2025 Expires On:7/2/2025 Prepared By:Garrett Lapsys PRODUCT DESCRIPTION QTY NET UNIT PRICE NET PRICE Terminator 6000SE Complete Unit Stationary electric, low-speed, high-torque, single- shaft industrial waste shredder. Standard Features: •Hydraulic drive system •Central Lubrication •Remote Control •Commissioning and Training Included (two trips maximum) 1.00 $942,000.00 $942,000.00 Terminator XXF Shredding Unit - drum and countercomb. NOTE: This option is the surcharge ONLY from an "F" to an "XXF" shredding unit. A complete replacement shredding unit is priced separately. 1.00 $28,000.00 $28,000.00 Additional three sided hopper wall extension. Provides additional 3' 7" of height extension on three sides. 1.00 $13,000.00 $13,000.00 Built-in, horizontal conveyor underneath shredder and bolted to shredder frame. •Side belt seals with inside drum scraper •Speed monitoring •Cover hood on the discharge end 1.00 $32,000.00 $32,000.00 Incline discharge conveyor.1.00 $45,500.00 $45,500.00 Up to height of 60", additional cost applies for anything taller or any seismic requirement. 1.00 $32,500.00 $32,500.00 UMP 130 160 Permanent Overbelt Magnet • Magnet Block: 51" W X 63" L • 3.0 kW Motor (Control by Others) • EP400/3 Belt • cUL Listed Motor • Right Hand Drive Side • Main Voltage: 480 V/ 3Ph/ 60Hz + Suspension Rods M24 x 2400 mm Support Stand not included in Price 1.00 $43,000.00 $43,000.00 73 PRODUCT DESCRIPTION QTY NET UNIT PRICE NET PRICE Two weeks for mechanical install + electrical support + commissioning 1.00 $50,000.00 $50,000.00 Sold Equipment Freight Estimate - Full Package Quoted 1.00 $65,000.00 $65,000.00 TOTAL:$1,251,000.00 All prices quoted in USD . Any potential taxes, duties, fees, and tariffs are not included in the price and are the responsibility of the customer. Freight is FOB Origin location. Sales Tax/GST: * *Sales tax is estimated based on the shipping address on quote. The final Sales Tax balance will be calculated on the invoice and can differ from the estimated balance. 74 THINKVIABLY.COM The Terminator is a low-speed, high-torque single-shaft shredder built for tough-to- process waste. C&D, railroad ties, carpet, MSW, and tires are no problem for the rugged teeth mounted on the shredding drum with opposing counter comb. The stepless cutting gap enables quick size adjustment of the output material. Power is delivered by an electric motor with minimal maintenance and transfered to the shredding drum either by a mechanical drive with optimum efficiency, or a hydraulic drive with constant power control. For the hydraulic system, the separation of the drive unit from the shredding unit is an option. Efficiently shreds difficult materials including C&D, tires, mattresses, bulky waste, white goods Low-speed, high-torque drum delivers high-throughput, load-dependent pre-shredding Variable output particle size from by adjusting hydraulic cutting gap and tooth configuration Direct drive with automatic 2-speed transmission (Terminator direct) or hydraulic drive with constant power control SINGLE-SHAFT SHREDDER FOR MIXED C&D AND SOLID WASTE TERMINATOR HIGHLIGHTS 75 TALK TO A VIABLY SOLUTIONS SPECIALIST HELLO@THINKVIABLY.COM+1 720.890.9090 Komptech Terminator Technology Overview KOMPTECH STATIONARY TERMINATOR / Technical Specifications Terminator Direct Model:1700 2200 3400 3400 S 5000 S 5200 SL 6000 S 6200 SL POWER Power (kW):1 x 75 1 x 132 1 x 160 2 x 75 2 x 110 2 x 110 2 x 160 2 x 132 PROPORTION Drum Length:118" (3,000 mm) Drum Diameter:41" (1,050 mm) Assembled Weight:~13.6 tons ~13.6 tons ~14 tons ~15 tons ~15.3 tons ~16.8 tons ~15.8 tons ~17.1 tons PERFORMANCE (dependent on material) Drum Speed:14/10 RPM 17/13 RPM 19/14 RPM 14/10 RPM 20/14 RPM Up To 30 RPM 28/20 RPM Up To 30 RPM Maximum Throughput:~15 tons/hr ~20 tons/hr ~30 tons/hr ~35 tons/hr ~55 tons/hr ~60 tons/hr ~75 tons/hr ~80 tons/hr Terminator Hydraulic Model:2200 3400 3400 S 5000 5000 S 6000 S POWER Power (kW):1 x 132 1 x 160 1 x 160 1 x 200 1 x 200 2 x 160 PROPORTION Drum Length:118" (3,000 mm)118" (3,000 mm)118" (3,000 mm)118" (3,000 mm)118" (3,000 mm)118" (3,000 mm) Drum Diameter:41" (1,050 mm)41" (1,050 mm)41" (1,050 mm)41" (1,050 mm)41" (1,050 mm)41" (1,050 mm) Assembled Weight:~13.6 tons ~13.6 tons ~14 tons ~15 tons ~15.3 tons ~15.8 tons PERFORMANCE (dependent on material) Maximum Drum Speed:29 RPM 29 RPM 27 RPM 29 RPM 29 RPM 38 RPM Maximum Throughput:~30 tons/hr ~45 tons/hr ~50 tons/hr ~60 tons/hr ~80 tons/hr ~100 tons/hr 1 2 3 4 5 01 Extremely large feed area 118" x 78.7" (3,000 x 2,000 mm) 02 Heavy-duty, shredding drum with replaceable teeth 03 2-speed transmission with overload protection (direct) 04 Hydraulically-adjustable counter comb 05 Drum drive on both sides (S-types) 76 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 1/11 Customer Sales organisation 77 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 2/11 Terminator 6000 S E CU Basic parts TM stationary Slow-speed single-shaft shredder for all types of waste. General operating conditions: Temperature range: -10 °C / +37 °C (14 °F / 98.6 °F) Paint: Single-layer paint: 3 colors RAL 6029 mint green RAL 7021 black-gray Layer thickness: min 80 (μm) Frame TM6000 SE CU Terminator 6000 S E specific Hydraulic drive TM 6000SE CU Specific parts TM S E CU Specific parts TM hydraulic stat. Drive unit 6000 E Comprising of: FAE001 Drive container FAE006 Double PDG 50Hz 2200-6000 FAE0280 Drive unit 6000 FME280001 E-Motor 280kW 400V/50Hz 460V/60Hz 78 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 3/11 Cooler assembly container roof The hydraulic oil cooler is mounted on the roof of the drive container. Cooler cover Siemens Programmable logic controller Profinet BM electrical control system General conditions of use: Temperature range: +5°C / +35°C (41°F / 95°F) 79 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 4/11 Technical data: Type: TM6000E / TM6000SE / CR6000E / CR6200ED Power: 280 kW (375 hp) Engine Dimensions Terminator/Crambo 6000: 1800 x 2000 x 500 mm (5' 11" x 6' 7" x 1' 8") (base height 200 mm (8")) Dimensions for selection of articel FEO0024 "Internal electrical control system": 1800 x 1600 x 500 mm (5' 11" x 5' 3" x 1' 8") (without base) Dimensions Crambo 6200 direct: 1800 x 2000 x 500 mm (5' 11" x 6' 7" x 1' 8") (base height 200 mm (8")) Temperature range: Protection type: IP54 / Nema 12 Cable entries: from below Design: 1,5 mm (0.06") sheet-steel housing (lockable) Paintwork: RAL7035 Outside Switches: primary switch (lockable), emergency stop button Notice: According to EN 60204 the control panel and all emergency stop devices must be easily accessible and located between 0.6 m (23 5/8") and 1.7 m (5' 7") above the access level! Soft start 280 kW Technical data: Type: start-up variant soft start Power: 280 kW (375 hp) Mode: rated operation S10 Current: starting current approx. 2,5 x rated current (guideline) Notice: No frequency conversion possible! Internal electrical control system Electrical control system integrated in drive unit The operating device (eg main control panel, all emergency stop) of the power supply device (supply circuit disconnecting) must be easily accessible and between 0.6 m (23 5/8") and 1.7 m (5' 7") above the 80 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 5/11 access level. Oilflex cable 4G150 mm² Technical data: Type: 2 pcs. Oilflex cable Diameter: 57,4 mm (2.3") Bending radius: 230 mm (9.1") Cable length: 4 m (13' 1") Control panel in electr. control system Control panel integrated in electrical control system The operating device (eg main control panel, all emergency stop) of the power supply device (supply circuit disconnecting) must be easily accessible and between 0.6 m (23 5/8") and 1.7 m (5' 7") above the access level. Connect! Connect! is the innovative telematics solution from Komptech. Thanks to a modern and clear user interface, the user always has an overview of the operating status. Technical data: Transmitter module: Komptech - M221 module Transmission type: GSM - 2G / 3G / 4G Certification: CE, FCC Possible (data) export formats: xls.* (Excel file) Access / access data: The users are invited by the respective local Komptech sales partner invited by e-mail. Note: The Connect! system is designed exclusively as a read-only system. It is not possible to change any parameters, e.g. by remote maintenance. is not possible. The Connect! application is provided free of charge by Komptech until 81 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 6/11 further notice. Komptech reserves the right to charge a fee for the continued use of Connect! at a later date or to terminate the provision. Any changes / adjustments will be notified in writing* at least 4 weeks in advance. Covering design version 1 CU Required for following selection: Internal electrical control system Control panel in electr. control system / external Adaptation electrical engineering USA Design of all drives /electrical components in 480V / 60Hz instead of 400V / 50Hz. Drum TM-XXF 22 teeth armored Shredding drum with highly wear-resistant tooling Comprising of: - improved labyrinth liner of the drum by means of armored wear ring - tooth bracket additionally fully armored - additional armored wear strips on the drum Length of shredding drum: 3000 mm (9' 10") Outside diameter: 1050 mm (3' 6") Drum tube diameter: 770 mm (2' 6") screwable XXF-shredding teeth with armored cutting edges number of teeth: 22 pcs. armored hydraulically adjustable cutting clearance: 0-45 mm (0" - 0' 2") inclusive armored return flap 82 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 7/11 Counter comb TM-XXF armored Counter comb with screwable armored XXF shredding tools Straight cutting edge 23 pcs. teeth armored inclusive removing mandrel Labyrinth liner TM drum and drum bearing sealing by means of labyrinth segments and sealing segments. Filling hopper rigid asymmetric Seeding hopper (Rigid hopper walls) - filling height: 2254 mm (7' 5") + height substructure - filling width: 3990 mm (13' 1") - filling depth: up to 2850 mm (9' 4") - Volume: approx. 7 m³ 83 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 8/11 Outfeed conveyor HC Technical data: Belt width: 1000 mm (3' 3") Center distance: 4350 mm (14' 3") Conveyor speed: 1,4 m/s (4.6 ft/s) Belt: Profile (V-Profile) Power: 4,0 kW (5,4 hp) Built in situation: Horizontal underneath shredder Outfeed heigth: 1000 mm (3' 3") Equipment: - Side belt seals - Inside drum scraper - Without outside belt scraper - Speed monitor - Sidewise safety cover from bottom and rear - Cover hood, one side with steel palte, on out feed side with rubber curtain Preparation outfeed conveyor Electrical preparation outfeed conveyor 7,5 kW (10 hp) Discharge conveyor L antimagnetic Technical data: Type: "L" Large Design: antimagnetic area (position selectable) Belt width: 1200 mm (3' 11") Center distance: 6940 mm (19' 6") Conveyor speed: 1,7 m/s (5.8 ft/s) Belt: Profile (V-Profile and shoulder) Power: 7,4 hp (5,5 kW) 84 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 9/11 Built in situation: 30° rising Substructure: minimum 1000 mm (3' 3") required Equipment: - Side belt seals - Inside drum scraper - Without outside belt scraper - Speed monitor - Continuous side wallds - Sidewise safety cover up to 2500 mm (8' 2") from floor level - Separate support of the conveyor (not fixed on the Shredder) Preparation discharge conveyor Electrical preparation discharge conveyor 7,5 kW (10 hp) Remote control - Radio technology in the 2.4 GHz frequency range - Automatic frequency management - Machine status visible on the display - Charging spot on machine - Additional charging tray included e.g. for wheel loader 85 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 10/11 Central lubrication - Central grease lubrication with automatic piston pump - Integrated control for all main lubricating points - Outfeed- / discharge conveyor belt excepted (lifetime lubricated) - External filling connection Substructure height 1500 mm Comprising of: - 6 pcs. Pedestal - Chemical anchors Substructure height: 1500 mm (4' 11") Notice: Check the condition and thickness of the floor! Additional lacquer coat Additional layer thickness: total min. 80 µm The maximum manufacturable layer thickness is 240 µm. Paintwork: 80 µm + max. 2 x 80 µm = 240 µm Notice: The type of the coating with a special coating structure (e.g. C4, according to standard DIN EN ISO 12944-2) must be checked separately and cannot be covered by this option by default. Purchased components are excluded. This option does not include special painting! No additional discount may be granted for this option! 86 TERMINATOR 6000S E- Combined Unit www.komptech.com Page 11/11 Transfer conservation Light conservation of the machine. Type: Rustilo DW 300 X Recommended cleaning agent: Castrol Techniclean AS 58 Notice: No additional discount may be granted for this option! TM-XXF drum teeth armored Consisting of: - 22 pcs. F-teeth amored - 22 pcs. fixing bolts TM-XXF counter comb teeth armored Comprising of: - 23 pcs. counter comb teeth TM-XXF - 23 pcs. washers - 23 pcs. fixing bolts 87 Kühau 37A-8130 Frohnleiten Tel: +43 3126 505-0mail: info@komptech.comhttp://www.komptech.com A3 mittel Pfad:zuletzt gespeichert: Freimaß-toleranz Ersatz für: Rev.Nr.: Gepr.NameTagÄnderung und Ergänzung 3 2 1 Bez. Maßstab Gez. Gepr. Norm gepr. NameDatum Benennung Zng. Nr. Donnerstag, 28. Juli 2022 12:56:52 goescr - TMXXXX E ZE S:\Solid Works\Typenbilder Komptech NEU\_STEP PLATFORM\Terminator\TMXXXXSECU\SW\ - Datum St. Mayer -1:50 Blatt 1/1 11 5 58 " 29 3 8 286" 7265 265 38 " 6740 11 8 " 29 9 8 13 6 18 " 34 5 6 88 34 " 22 5 4 66 18 " 16 8 0 131 78 " 3350 11 34 " 300 13 " 33 0 85 78 " 2180 38 " 10 Dimensions valid for TM3400S E CU, TM5000S E CU and TM6000S E CU ± 1,2 1000 - 2000 ± 0,8± 0,5± 0,3± 0,2± 0,1± 0,1 400 - 1000120 - 40030 - 1206 - 303 - 60,5 - 3Maß. Tol.: Freimaßtoleranz, DIN 7168 mittel 88 6345 Downing St.Denver, CO 80216 Tel: +1 720 890 9090mail: hello@thinkviably.comhttps://www.thinkviably.com A2 THIS DRAWING IS NOT TO BE USED OR RECREATED WITHOUT PERMISSION OF VIABLY. Last Saved: Replacement For: Engineering Change Level: CheckedNameDateEngineering Changes and Additions 3 2 1 EC Scale Designed Checked by NameDate Name Project Number: Wednesday, May 28, 2025 11:25:38 AM bcheck HDRTERMINATOR 6000S E CUPRELIMINARY DRAWING D:\Project Layouts- Viably\5073_HDR_Inc_TM_Fe_2xNon-Fe\ Sheet 1/1 12'4"3754mm INFEED HEIGHT 11'1"3376mm STANDARD DISCHARGE HEIGHT 38'4"11678mm STEINERTUMP 110 160PERMANENT MAGNET TERMINATOR 6000SCOMBINED UNITSTATIONARY ELECTRICXXF CUTTING CHAMBER CONTROL PANEL ANDHMI PANEL LOCATED ON MACHINE 22'4"6802mm 10'4"3140mm 3'11"1200mm BELT WIDTH ± 0.005 DIM. (INCH) UP TO 6 GENERAL TOLERANCES: 6 TO 36 36 TO 72 72 TO 120 OVER 120 X.XXX X.XX X.X ± 0.010 ± 0.020 ± 0.030 ± 0.040 ± 0.075 ± 0.060 ± 0.045 ± 0.030 ± 0.015 ± 0.120 ± 0.090 ± 0.050 ± 0.040 ± 0.030 DIMENSIONS ARE INCH [MM] DIMENSIONAL TOLERANCES UNLESS OTHERWISE SPECIFIED FRACTIONS± 1/32 ANGULAR ±0.5° BREAK ALL SHARP EDGES TO 0.03" X 45° SURFACE FINISH 5-28-25 CHECK 125 89 1 Gesell, Gregory H. From:Nathan Wilt <NWilt@ssiworld.com> Sent:Friday, May 30, 2025 10:18 AM To:Gesell, Gregory H. Subject:RE: Shredder need CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Dear Gregory, For 50tph, as long as the material is of suicient density (around 350 lbs/yd3 or so), the PR4200 would still be a good ﬁt for MSW. You can direct feed a PR4200 with a loader or material handler, but we typically don’t like to go smaller than the PR4200/4400 when being direct loaded with a wheel loader unless it is a smaller unit. Depending on the goals, you may want to screen to remove organics after the ﬁrst magnet, and then do a density separation to split the ﬂow and make the eddy’s more eective. The eddy currents typically don’t like a heavy burden depth, so hitting it with something like drum separator would likely be a good idea. We would typically do that, another magnet to catch any remaining ferrous, and then the eddy current. Best regards, Nathan Wilt | Technical Sales SSI Shredding Systems, Inc. Office: 503-682-3633 | Direct: 503-682-6475 | Cell: 503-877 4171 9760 SW Freeman Drive Wilsonville, Oregon 97070 nwilt@ssiworld.com From: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Sent: Thursday, May 29, 2025 3:54 PM To: Nathan Wilt <NWilt@ssiworld.com> Subject: RE: Shredder need Nathan, I appreciate your getting back with the holiday and all. They want to recover ferrous and non-ferrous metal downstream. I think the ferrous recovery would be okay but the non-ferrous would be a little chunky. They also are thinking they might want to increase to 50 tph so they can cut back to one shift. I imagine that will push to a larger unit size? I have a few more comments below in green. Could you direct me to a link or a standard drawing for dimensional information so I can make sure I allocated enough space. 90 2 They are also looking at a baler. The primary material would be cardboard and paper but they eventually would be looking at single stream plastics. It would not be heavy use but I know cardboard is tough to bale. It will probably be in a next phase though. What information do you need to for sizing and costing for it? Thanks, Greg Gesell, PE Mechanical Engineer HDR 1917 S 67th Street Omaha, NE 68106-2973 D402 399 4978 M 402 301 3302 ggesell@hdrinc.com hdrinc.com/follow-us From: Nathan Wilt <NWilt@ssiworld.com> Sent: Wednesday, May 28, 2025 5:35 PM To: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Subject: RE: Shredder need CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Dear Greg, Apologies on the delay – I’ve been on the road the last 3 weeks and have been trying to dig myself out. With what you’ve described, we’d likely go with a PRIMAX style machine – the PR4200. A 6-8” particle size is a bit on the smaller size of this style of high throughput machine. We would typically target more of a 10-12” particle size – is that ok? What is driving the particle size request? Ballpark price for a PR4200 with options would be $580-650K depending on the options that are desired. I’ve attached a sales layout drawing of a standard PR4200. Please see below for comments in RED for your questions. Best regards, Nathan Wilt | Technical Sales SSI Shredding Systems, Inc. Office: 503-682-3633 | Direct: 503-682-6475 | Cell: 503-877 4171 9760 SW Freeman Drive Wilsonville, Oregon 97070 nwilt@ssiworld.com From: Gesell, Gregory H. <Gregory.Gesell@hdrinc.com> Sent: Tuesday, May 20, 2025 12:00 PM To: Nathan Wilt <NWilt@ssiworld.com> Subject: Shredder need Nathan, 91 3 I have a need for a shredder for a facility. A few basics to start – · 25 – 30 tph mixed MSW Latest they are thinking about 50 tph · 6” – 8” particle size · Outﬂow will go to a ferrous magnet then two stages of eddy current separator for metal recovery. Waste will be landﬁlled. · Located indoors. · Frontend Loader fed. We typically recommend at least a PR4200 as the minimum size for direct feeding with a frontend loader. Any smaller, and the bucket of the typical buckets at waste transfer stations gets too close to the size of the hopper opening. You can ﬂare out hoppers on smaller machines, but it can lead to material hanging up in the hopper. I will look at a metal pan conveyor to feed the unit. For this project I will need a good cost estimate and will need to develop a layout. Please provide drawings for the shredder as well as the power pack. I will need to know clearances for maintenance (Typically we recommend 3’ of clearance around the machine and the HPU). We need to size a transfer station and the shredder will be located on the tipping ﬂoor. It is shredding residential municipal solid waste but there could be explosives, typically an improperly disposed propane cylinder, smaller camping size as well as gas grill size. Possibly other hazards such as batteries or other items that could explode or burn. There will be workers not far away – in the loader, truck drivers, etc. I would like to discuss what safety measures you recommend – do you recommend a bunker enclosure? The Shredder itself is ﬁne with this, but as you mentioned, propane bottles can become rockets if they get into the shredder. We have seen customers try dierent options, from making chain-link ‘enclosures’ on the hopper hood to stand-alone walls. The issue is that you want the hopper open to easily feed it, but the more open you make it, the more that material can escape. Providing a physical barrier to workers (and especially the public) would likely be something that should be designed into the building. We place warning decals on the PRIMAX machines to stay back 50’ when in operation. How close does the hydraulic power unit need to be? Hose length should ideally be less than 15’, needs to be less than 20’. Ideally, the HPU is next to the drive end of the shredder. The transfer station operators will complete their own maintenance on the shredder. If they plan to run the unit for 8 hours per day, how long will they ben able to operate before they need to complete hard facing and other work? If the shredder is designed for say 30 tph, do you have a feel for how many hours it will operate and still be able to achieve 20 – 25 tph throughput? PRIMAX units are some of the more maintenance friendly shredders out there due to the cutting action. The PR4200 will easily be able to hit 40tph with MSW, so you could plan on 30tph for all 8 hours. Hardfacing is typically every 6 months or so, but with the cartridge design, we have a lot of customers that just run the units until they are worn (typically 2-3 years), and just swap out the cartridge and the cutters in a weekend or so. It takes a reasonably sized crew and the proper equipment, but is entirely possible to do in a weekend. For this project I am on a tight schedule. We hope to get to a ﬁnal design yet this year and want to be operating by June 2027. Is that possible? Lead time is 17 weeks right now on a shredder. The site construction will be the main driver on your schedule – the shredder would be a small part of that and fabrication is typically done in parallel with construction as long as we get a delivery date in suicient time (6 months in advance is great, but we can get by with 17 weeks). I will need cost information. The project is in Iowa. If you can approximate shipping costs, startup support, etc. that would be helpful. Basic cost information is provided, but a 2027 price is honestly not something I can provide with any level of ﬁrmness. We could tie it to an appropriate industrial index, but equipment prices have changed a lot in the past 2 years, and depending on taris and other factors, could be all over the place. Right now, I’d plan 92 4 on $12K for shipping to Iowa. A 3 day startup is included with the price, but you’ll need to plan on riggers to assemble the unit once onsite (typically 2-3 days with a 3 person crew and appropriate equipment to lift 40,000 lbs), and electricians to wire it (Figure 400A service). That helps. We will use the 2025 costs and escalate them recognizing there are a lot of wild cards these days.. I will try to call to discuss or call me when convenient. Thanks, Greg Gesell, PE Mechanical Engineer HDR 1917 S 67th Street Omaha, NE 68106-2973 D402 399 4978 M 402 301 3302 ggesell@hdrinc.com hdrinc.com/follow-us 93 "21 mm503 PYT "9 mm922 PYT "2/1 mm31 PYT "2/1 4 mm411 PYT "1 mm52 PYT B LIATED 61 : 1 ELACS B CL "61/31 811 mm8103 "21 mm503 "101 mm5652 "48 mm4312 "4/3 78 mm9222 "4/3 mm91 PYT "4/3 78 mm9222 "8/5 58 mm5712 "63 mm419 "63 mm419 "2/1 83 mm879 "4/3 75 mm7641"371 mm4934 "63 mm419 "63 mm419 "61/9 683 mm9189 A-A NOITCES GNITTUC REBMAHC YRADNUOB ECIVRES DEDNEMMOCERNALP GNITTES CL "8/3 231 mm3633 "61/7 161 mm1014 "29 mm7332 "081 mm2754 DEEFNI THGIEH "8/3 911 mm2303 GNINEPO REPPOH "48 mm4312 "48 mm4312 "8/3 69 mm8442 "021 mm8403 "57 mm5091 EGRAHCSIDGNINEPO REDDERHS "61/3 161 mm4904 "8/1 37 mm8581 "69 mm8342 REBMAHC GNITTUC GNINEPO "61/7 813 mm8808 SSECCA REPPOH REDDAL/W MROFTALP )LANOITPO( DLEIHS SIRBED ROF DEVOMER YTIRALC WEIV NALP AA CL "61/3 741 mm9373 "61/3 431 mm8043 GNINEPO REPPOH "61/31 911 mm3403 "69 mm8342 GNINEPO EGRAHCSID DLEIHS SIRBED ROTOM )LANOITPO( YTILIBISIV HGIH STHGIL SUTATS SEDIS HTOB NOITCENNOC SESOH )4# ETON EES( LORTNOC HTIW UPH RETRATS ROTOM DNA )2# ETON EES( DLEIHS SIRBED UPH )LANOITPO( GNITTUC REBMAHC 22/81/72 UPH DEGNAHC SEH SSM74861RD 1 0024RP - TUOYAL METSYS 617358\2R_tuoyaL metsyS 0024RP 74861RD\NCE\:T TEEHS THGIEH DNATS YFICEPS 4071-286 )305( XAF 3363-286 )305( ASU 6829-07079 RO ,ellivnosliW D-617358 12/91/7 evirD nameerF WS 0679 YB NWARD ELACSETAD ETADNOITPIRCSED EGNAHC RPPANWARDVER LEDOM REBMUN GNIWARD TEEHS VER ON RDP 1/1 2 VER .cnI smetsyS gnidderhS FO POT DNATS FO POT REDDERHS DEDNUOR MORF REFFID YAM SNOISNEMID.1 .NOITACIFICEPS NO SEULAV .ESOOL DEPPIHS )S(LENAP LACIRTCELE.2 MUMIXAM EHT TA DETCIPED DNATS.3 THGIEH .)mm3312( "48 FO THGIEH DRADNATS YNA OT DETSUJDA EB NAC DNATS FO ISS TCATNOC .STNEMERIUQER REMOTSUC .SDEEN LANOITIDDA ROF ESOH ,NOITACOL UPH FO SSELDRAGER .4 SSELNU )mm0005(TF 51 OT DETIMIL HTGNEL .GNIREENIGNE ISS YB DEWEIVER OT TCEJBUS METSYS ™XAM-IRP .5 & NGISED NOITCETORP CIMSIES .)SREHTO YB( WEIVER 0024RP - TUOYAL METSYS moc.dlrowiss.www GWD FER 63:1 1/1 X LAVORPPA REMOTSUC )XOB NI LLIF( 22/41/11 DNATS ECALPER SMT SSM88361RD - ISS FO YTREPORP EHT SI HCIHW NOITAMROFNI LAITNEDIFNOC SNIATNOC TNIRP SIHT SEERGA REWORROB EHT ,NOITAMROFNI SIHT GNITPECCA YB .CNI ,SMETSYS GNIDDERHS .DENAOL SI TI HCIHW ROF TAHT NAHT REHTO ESOPRUP YNA ROF DESU EB TON LLIW TITAHT 2D-617358 SSMSMTDESAELER0 12/91/7 HTIMS.T 17851RD WEIV EDISWEIV DNE :SETON - 94 Magnet 95 MAILING ADDRESS: P. O. BOX 10608 ¨ ERIE, PENNSYLVANIA 16514-0608 ¨ U. S. A. LOCATION: 2200 ASBURY ROAD ¨ ERIE, PENNSYLVANIA 16506 ¨ U. S. A. E-MAIL: eriez@eriez.com ¨ WEB SITE: www.eriez.com PHONE: 814/ 835-6000 ¨ FAX: 814/ 838-4960 WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY AND METAL DETECTION APPLICATIONS Manufacturing Facilities in: AUSTRALIA ¨ BRAZIL ¨ CANADA ¨ INDIA ¨ JAPAN ¨ MEXICO ¨ SOUTH AFRICA ¨ UNITED KINGDOM ¨ UNITED STATES May 22, 2025 Mr. Greg Gesell HDR 1917 S 67th Street Omaha, NE 68106-2973 SUBJECT: ERIEZ SRP PERMAMENT MAGNETIC SCRAP DRUM SEPARATOR Dear Greg: Thanks for requesting pricing for Eriez SRP Permanent Magnetic Scrap Drums and the following proposal is based on the two sizes we discussed. Please review and advise if you have any questions or need additional information: QTY (1) – Eriez SRP Permanent Magnetic Scrap Drum Separator with the following features: · 3/8” Thick heavy duty manganese shell · Radial or agitating magnetic elements · Fabricated drum end flanges, clamp block, heavy duty sealed bearings, driven sprocket · Magnetic element adjustment bar · Mild steel shaft to match existing shaft · Low maintenance and running cost · Wide magnetic pick-up zone Net Price 60” Diameter x 72” Wide: $127,060.00 each Net Adder for 10HP Drive Package including Drive Sprocket, Chain, TEFC Motor with Chain Guard: $13,500.00 each Payment Terms: 1/3 Due at time of order placement, 1/3 due prior to shipment, 1/3 due Net 30 Days, Ex Works Eriez Manufacturing’s factory, Erie PA (Incoterms 2000), subject to Eriez Credit Department review and to Eriez' Terms and Conditions of Sale, a copy of which is attached, or can be obtained at http:\\www.eriez.com. Taxes may be applicable dependent upon state, province, or country. 96 HDR PROPOSAL # IMT052225-SRP-JA PAGE 2 Lead Time: Approximately 16 weeks after receipt of order. The Manufacturing Estimate is calculated from Eriez current backlogs and does not reflect a guarantee of shipment. This estimate may vary depending upon the timing of order placement, item quantity and complexity of design request. A firm shipping date will be established and advised via Eriez Order Acknowledgment after the order is processed at Eriez. Shipping Terms: Eriez' policy is to ship Best Way, F.O.B., Erie, PA, Freight Collect. If requested, Eriez will select a carrier, prepay the freight and invoice it separately, at cost. If a specific method/freight company is preferred, it must be clearly stated on your purchase order. Buyers not providing specific shipping instructions agree to accept and pay all freight charges resulting from the carrier selected by Eriez. Eriez pricing is subject to review and escalation after order placement if your purchase order requires a release of approval before fabrication. We will contact you to review any price escalation prior to proceeding with your purchase order. Equipment Storage: Shipments delayed at the request of buyer, by more than one week after completion of fabrication and availability to ship, are subject to storage fees. Eriez may arrange for equipment storage at current market rates and add these charges to the invoice. Eriez will invoice the order at time of storage transfer and provide appropriate documentation for transfer of ownership. Upon notification, Eriez will coordinate shipment from the storage location and issue final invoice for balance of shipping and storage fees. This quotation is valid for 30 days. Purchase Orders: Should be made out to: Eriez Manufacturing Co. 2200 Asbury Road Erie, PA 46506 We look forward to working on this project with you and thank you for your trust in Eriez. Very Respectfully, Jeanne Anderson Industrial Motion Technologies, Inc. / Eriez Representative Iowa-Nebraska jeanne@industrialmotion.com 515-360-5080 97 Mailing Address: PO Box 10608 ♦ Erie, Pennsylvania 16514-0608 ♦ USA Location: 2200 Asbury Road ♦ Erie, Pennsylvania 16506 ♦ USA Website: www.eriez.com _________________________________________________________________________________________________ ______________________________________________________________________________________________________________ WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY, AND METAL DETECTION, APPLICATIONS Manufacturing Facilities in: AUSTRALIA ♦ BRAZIL♦ CHINA (2) ♦ INDIA♦ JAPAN ♦MAXICO ♦SOUTH AFERICA♦ UNITED KINGDOM ♦ UNITED STATES October 26, 2024 Mr. Gregory Gesell HDR Inc. Omaha, Nebraska Subject: Model P-Rex Rare Earth Scrap Drum Quote #IMT-102524-JA-PREX Spokane Resource Recovery Facility Dear Greg: Thanks for taking time to talk today and following is an updated proposal for an Eriez P-Rex Drum 48” diameter x 72” width for application. Please review the following and let me know if you have any questions or if you need additional information: P REX DRUM SEPARATOR Permanent Magnetic Drum Separators are widely used for continuous separation of ferrous from non-ferrous materials in scrap metals. The P-Rex will obtain maximum recovery of ferrous materials from your properly pretreated product. These are the only magnets of their type that offer all of these benefits: BENEFITS ➢ Strongest Scrap Drum Magnet Available…………………....Increased Recovery! ➢ Wider Pick-up Zone, (edge to edge)………………………....Increased Recovery! ➢ No loss in strength due to temperature rise………………….Increased Recovery! ➢ No Rectifier Required…………………………………..Low Energy Consumption! ➢ Recovers ferrous meatballs and knuckles....Increased Recovery, Less Picking! ➢ 12 inch suspension height from product centerline……..…..Increased Recovery! 98 Mailing Address: PO Box 10608 ♦ Erie, Pennsylvania 16514-0608 ♦ USA Location: 2200 Asbury Road ♦ Erie, Pennsylvania 16506 ♦ USA Website: www.eriez.com _________________________________________________________________________________________________ ______________________________________________________________________________________________________________ WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY, AND METAL DETECTION, APPLICATIONS Manufacturing Facilities in: AUSTRALIA ♦ BRAZIL♦ CHINA (2) ♦ INDIA♦ JAPAN ♦MAXICO ♦SOUTH AFERICA♦ UNITED KINGDOM ♦ UNITED STATES FEATURES ➢ Agitating Field to provide a cleaner ferrous product ➢ Underfed design ➢ Fabricated heavy duty end flanges with 3” high side skirts ➢ Heavy duty sealed bearings ➢ Heavy duty drive option ➢ Suspension or base mounted support stand options ➢ 3/8 inch thick stainless steel shell ➢ 3/8 inch thick stainless steel wear wrap ➢ Clamp Blocks ➢ Drive Sprocket ➢ Adjustable arm with turnbuckle ➢ Robust construction QTY (1) Eriez P-Rex 48” diameter x 72” wide Permanent Rare Earth Scrap Drum. This drum will be mounted up to a 10-12-inch gap from product centerline for maximum metal recovery. • 48” Diameter x 72” Wide Drum • 3/8” Thick Shell & 3/8” Thick Wear Wrap • Permanent Rare Earth Magnetic Element • Designed for Underflow for Maximum Frag Cleaning • Adjustment Arm for Magnetic Element Location Adjustment • Includes: Shaft, Heavy Duty End Flanges, Heavy Duty Sealed Bearings and Driven Sprocket Net Price: $239,430.00 each Net Adder 15HP Drive Package: $14,970.00 each 99 Mailing Address: PO Box 10608 ♦ Erie, Pennsylvania 16514-0608 ♦ USA Location: 2200 Asbury Road ♦ Erie, Pennsylvania 16506 ♦ USA Website: www.eriez.com _________________________________________________________________________________________________ ______________________________________________________________________________________________________________ WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY, AND METAL DETECTION, APPLICATIONS Manufacturing Facilities in: AUSTRALIA ♦ BRAZIL♦ CHINA (2) ♦ INDIA♦ JAPAN ♦MAXICO ♦SOUTH AFERICA♦ UNITED KINGDOM ♦ UNITED STATES Payment Terms: 1/3 Due at time of order placement, 1/3 due prior to shipment, 1/3 due Net 30 Days, Ex Works Eriez Manufacturing’s factory, Erie PA (Incoterms 2000), subject to Eriez Credit Department review and to Eriez' Terms and Conditions of Sale, a copy of which is attached, or can be obtained at http:\\www.eriez.com. Taxes may be applicable dependent upon state, province, or country. Lead Time: Approximately 16 weeks after receipt of order. The Manufacturing Estimate is calculated from Eriez current backlogs and does not reflect a guarantee of shipment. This estimate may vary depending upon the timing of order placement, item quantity and complexity of design request. A firm shipping date will be established and advised via Eriez Order Acknowledgment after the order is processed at Eriez. Shipping Terms: Eriez' policy is to ship Best Way, F.O.B., Erie, PA, Freight Collect. If requested, Eriez will select a carrier, prepay the freight and invoice it separately, at cost. If a specific method/freight company is preferred, it must be clearly stated on your purchase order. Buyers not providing specific shipping instructions agree to accept and pay all freight charges resulting from the carrier selected by Eriez. Eriez pricing is subject to review and escalation after order placement if your purchase order requires a release of approval before fabrication. We will contact you to review any price escalation prior to proceeding with your purchase order. Equipment Storage: Shipments delayed at the request of buyer, by more than one week after completion of fabrication and availability to ship, are subject to storage fees. Eriez may arrange for equipment storage at current market rates and add these charges to the invoice. Eriez will invoice the order at time of storage transfer and provide appropriate documentation for transfer of ownership. Upon notification, Eriez will coordinate shipment from the storage location and issue final invoice for balance of shipping and storage fees. 100 Mailing Address: PO Box 10608 ♦ Erie, Pennsylvania 16514-0608 ♦ USA Location: 2200 Asbury Road ♦ Erie, Pennsylvania 16506 ♦ USA Website: www.eriez.com _________________________________________________________________________________________________ ______________________________________________________________________________________________________________ WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY, AND METAL DETECTION, APPLICATIONS Manufacturing Facilities in: AUSTRALIA ♦ BRAZIL♦ CHINA (2) ♦ INDIA♦ JAPAN ♦MAXICO ♦SOUTH AFERICA♦ UNITED KINGDOM ♦ UNITED STATES Purchase Orders: Should be made out to: Eriez Manufacturing Co. 2200 Asbury Road Erie, PA 46506 We look forward to working on this project with you and thank you for your trust in Eriez. This quotation is valid for 30 days. Regards, Jeanne Anderson Industrial Motion Technologies, Inc. 515-360-5080 jeanne@industrialmotion.com 101 (BY OTHERS) STNLS STL PULLEY SH E E T DSIZE i2023_1 OR D E R # DA T E BY CH A N G E M A D E RE V INCHES [MILLIMETERS]4 -R 3/8 THK SHELL, 3/8 THK WEAR WRAP - 2 1/2 WIPERS 60X72 ELECTRO AGITATOR SCRAP DRUM, LH DRIVE, -CHKD. BY SHEET OF1 1 SHEET TITLE 202300379 A 202206046 - 863220 201300841.125:1 1/19/2023 JSZUMIGALA OUTLINE REVISIONDRAWING NUMBER ARE THE PROPERTY OF AND PROPRIETARY TO ERIEZ NOTICE--THIS DRAWING AND THE PRINCIPLE OF DESIGN PRIOR REFSCALE DATE ASS'M NEXT E.R. # ERIEZ ORDER #DR. BY FOR TITLE GLOBAL HEADQUARTERS: ERIE, PENNSYLVANIA, USA WORLD AUTHORITY IN SEPARATION TECHNOLOGIES SHELL I.D.1524]n60 [n 6 [152] 2 [51] 2 [51]15 [381] 19 [483] 2 [51] 4 [102] TYP33]n1 5/16 [n CLAMP BLOCK FOOTPRINT WEAR WRAP O.D.1560]n61 7/16 [n SHELL SKIRT O.D.1694]n66 11/16 [n TYP BOTH SIDES 1" NPT DRAIN PLUG, JAW & JAW, MOUNTED IN TENSION ONLY TURNBUCKLE 1 1/4 [32] X 18 [457] 2 1/2 [64] HIGH VERTICAL WIPERS (12) MAGNET ADJUSTMENT ARM ROTATION DRUM PICKUP & CARRY ZONE APPROX MAGNET APPROX30° TO FERROUS MATERIAL TO 14 [356]*10 [254] FEED 126 9/16 [3214] 63 1/8 [1604]63 7/16 [1611] 6 11/16 [171] GREASE FITTING GREASE FITTING SHELL WIDTH72 [1829] 52 7/8 [1343]54 [1372] CNTR TO CNTR CLAMP BLOCKS106 7/8 [2715] OVER SHAFT118 3/8 [3007] CONNECTION ELECTRICAL A A SCALE 1 / 4 SECTION A-A BO-INDICATES 'BLEED OFF' POLE M2-INDICATES 'CARRY POLE' (WHEN ADJUSTMENT MAGNET) OF MAIN 'PICKUP' POLE M1-INDICATES CENTERLINE UNIT SERIAL NUMBER BOLT TO 1000 ±50 FT LBS TORQUE CLAMP BLOCK PIN O.D.29]n1 1/8 [n 1 3/4 [44] THE PICKUP ZONE AND 24" [610] WITHIN THE CARRY ZONE. WEAR WRAP O.D. MUST BE NON-MAGNETIC, 30" [762] WITHIN THAT ARE WITHIN THE FOLLOWING DISTANCES OF THE ANY FRAMEWORK, STRUCTURE, CHUTES, SPLITTERS, ETC NOTE: FOR OPTIMAL PLACEMENT OF UNDERFEED PRODUCT FLOW * ALLOW ±4 [102] OF HORIZONTAL DRUM ADJUSTMENT APPROXIMATE WEIGHT: 16663.4 lbs [ 7558.2 kgs ] SPECIFIED ON ORDER. FINISH PAINT: STANDARD EPOXY GRAY UNLESS OTHERWISE LABEL ERIEZ LOGO 426793 DECAL ARROW 190045 CRUSH HAZARD 443061 STRONG MAGNETIC CIRCUIT 442333 WARNING LABELS (BOTH SIDES) PROPERLY LUBRICATED WITH GOOD QUALITY NON-DETERGENT MINERAL BASED OIL. CHAIN DRIVE MUST BE PROTECTED AGAINST DIRT AND MOISTURE AND BE PITCH: 1.50" SIZE: 120 CHAIN: NO. OF CHAIN ROWS: 1 PITCH: 1.50" SIZE: 120 NO. TEETH: 22 DRIVER SPROCKET: NO. OF CHAIN ROWS: 1 MINIMUM SERVICE FACTOR: 1.9 OUTPUT: 50 RPM POWER: 10 HP GEARMOTOR RECOMMENDED DRIVE SPECIFICATIONS (BY OTHERS): ROTATIONAL SPEED: 15.5 RPM ( 250 FPM ) PITCH: 1.50" SIZE: 120 NO. TEETH: 70 DRIVEN SPROCKET: NO. OF CHAIN ROWS: 1 OHMS: 5.12 WATTS: 10,340 AMPS: 44.9 VOLTS: 230V DCMAGNET DATA: WIPERS (12) 2 1/2" [64] HIGH 340 STNLS STL SHELL WRAP 3/8" [9] THICK NON-MAGNETIC MANGANESE STEEL SHELL 3/8" [9] THICK NON-MAGNETIC MANGANESE STEEL NOTES; A RE V I S E D T O R E L E C T L H D R I V E ( M O V E D S P R O C K E T T O OP P O S I T E S I D E ) ; A D D E D ' T E N S I O N O N L Y ' T O T R N B C K L E NO T E JM S 10 - 1 0 - 2 3 86 3 2 2 0 1 A A A A A A 102 Eddy Current Separator 103 MAILING ADDRESS: P. O. BOX 10608 ¨ ERIE, PENNSYLVANIA 16514-0608 ¨ U. S. A. LOCATION: 2200 ASBURY ROAD ¨ ERIE, PENNSYLVANIA 16506 ¨ U. S. A. E-MAIL: eriez@eriez.com ¨ WEB SITE: www.eriez.com PHONE: 814/ 835-6000 ¨ FAX: 814/ 838-4960 WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY AND METAL DETECTION APPLICATIONS Manufacturing Facilities in: AUSTRALIA ¨ BRAZIL ¨ CANADA ¨ INDIA ¨ JAPAN ¨ MEXICO ¨ SOUTH AFRICA ¨ UNITED KINGDOM ¨ UNITED STATES May 22, 2025 Mr. Greg Gesell HDR 1917 S 67th Street Omaha, NE 68106-2973 SUBJECT: ERIEZ RevX-E EDDY CURRENT SEPARATOR Dear Greg: Thanks for meeting with Mike and me today and following is a proposal for an Eriez RevX-E 2-meter Eddy Current Separator System. Please review the following and let me know if you have any questions or if you need further information: Product: Mixed MSW Rate: 30 - 50 TPH Size: 8” minus ERIEZ RevX-E EDDY CURRENT SEPARATOR FEATURES: · New ECCENTRIC ECS Rotor for high strength & recovery · Rare Earth Magnet Eddy Current Rotor is adjustable for optimal recovery · Urethane weldable belt for long service life · Belt Repair Kit for 30-minute repairs · Steel channel frame with 4-support legs · Long Reinforced 4 Side Shroud/Hood · Top and side swing out Viewing Panels · Hood with adjustable splitter · Removable side covers for service · TEFC Rotor Motor · Compact design requires less space · Remote Control with Starters and Logic · Fully Guarded for Safety · Serviced out of Erie, PA · Globally Eriez has supplied over 800 various Eddy Current Separators · Peace of mind…Eccentric Rotor design not effected by ferrous · QUICK CHANGE BELT DESIGN · Direct DRIVE DESIGN 104 HDR PROPOSAL # IMT052225JA-MS PAGE 2 Qty (2) Eriez Model REV-X MK3 Eccentric 80” Wide 2 Meter Rotor Eddy Current Separator with the following features:  Eriez 79-5/8” feed width conveyor, special urethane belt with corrugated sidewalls, 5 HP motor drive for variable speed of approximately 200-400 FPM, 10HP rotor drive, commercial side guides, adjustable splitter, tapered shroud with top and side swing out viewing panels.  Eriez Model REV-XE Eccentric Rare Earth Permanent Magnetic Rotor Assembly, utilizing Erium 3000 Rare Earth arched magnets.  Adjustable Hood/Discharge Chute with Rack & Pinion Splitter  Above system mounted on a common framework  Control panel with commercial motor starters and logic sequence start-up and shutdown provides a safe operation and long service life.  Reference Brochure MMPB-99. NET TOTAL PRICE EACH: $220,645.00 each NET TOTAL FOR (2): $441,290.00 OPITONS: BF Vibratory Feeder with frame: $41,541.00 each Control for complete system listed above in Nema 12 Enclosure: $16,804.00 each NOTE: This proposal does not include a BF Vibratory Feeder shown on the outline drawing as we expect material will be fed by a chute or conveyor onto the ECS belt. A control package is not included to be provided by an electrical integrator. Payment Terms: 1/3 Due at time of order placement, 1/3 due prior to shipment, 1/3 due Net 30 Days, Ex Works Eriez Manufacturing’s factory, Erie PA (Incoterms 2000), subject to Eriez Credit Department review and to Eriez' Terms and Conditions of Sale, a copy of which is attached, or can be obtained at http:\\www.eriez.com. Taxes may be applicable dependent upon state, province, or country. 105 HDR PROPOSAL # IMT052225JA-MS PAGE 3 Lead Time: Approximately 16 Weeks and may ship after receipt of order. The Manufacturing Estimate is calculated from Eriez current backlogs and does not reflect a guarantee of shipment. This estimate may vary depending upon the timing of order placement, item quantity and complexity of design request. A firm shipping date will be established and advised via Eriez Order Acknowledgment after the order is processed at Eriez. Shipping Terms: Eriez' policy is to ship Best Way, F.O.B., Erie, PA, Freight Collect. If requested, Eriez will select a carrier, prepay the freight and invoice it separately, at cost. If a specific method/freight company is preferred, it must be clearly stated on your purchase order. Buyers not providing specific shipping instructions agree to accept and pay all freight charges resulting from the carrier selected by Eriez. Eriez pricing is subject to review and escalation after order placement if your purchase order requires a release of approval before fabrication. We will contact you to review any price escalation prior to proceeding with your purchase order. Equipment Storage: Shipments delayed at the request of buyer, by more than one week after completion of fabrication and availability to ship, are subject to storage fees. Eriez may arrange for equipment storage at current market rates and add these charges to the invoice. Eriez will invoice the order at time of storage transfer and provide appropriate documentation for transfer of ownership. Upon notification, Eriez will coordinate shipment from the storage location and issue final invoice for balance of shipping and storage fees. This quotation is valid for 30 days. Purchase Orders: Should be made out to: Eriez Manufacturing Co. 2200 Asbury Road Erie, PA 46506 We look forward to working on this project with you and thank you for your trust in Eriez. Very Respectfully, Jeanne Anderson Industrial Motion Technologies, Inc. / Eriez Representative Iowa-Nebraska jeanne@induistrialmotion.com 515-360-5080 106 BELT & MAGNET WIDTH 79 5/8 [2023] LOCATION & MOUNTING BY OTHERS PART OF CONVEYOR ASSEMBLY HORN / BEACON STACKLIGHT ASSEMBLY SEE SHEET 5 FOR MOUNTING FOOTPRINT RATCHETS ADJUSTMENT SPLITTER EXPANDABLE ADJUSTABLE & PET SPLITTER REFER TO 4P-201900831 FOR CONVEYOR SPARE PARTS LIST APPROVAL DATE: __________________________________ CUSTOMER APPROVAL: ____________________________ APPLICATION: __________________________________ P.O.#: __________________________________ CUSTOMER: __________________________________ ECS REVX-E MK3 2.0M 3,000 RPM SYSTEM CONFIGURATION NO. 1 SPECIFICATION REQUIREMENTS FOR: FEED PANEL FRAMEWORK LC NTS FOR BELT CHANGE REQUIRED CLEARANCE 90 [2286] MINIMUM FEEDER FRAME: 3,325 LBS [ 1,508 Kg ] FEEDER: 4,511 LBS [ 2,046 Kg ] HOOD: 1,340 LBS [608 Kg] RACK STYLE, 1,225 LBS [ 556 Kg ] PET STYLE CONVEYOR: 8,250 LBS [ 3,742 Kg ] APPROX. WEIGHT: SYSTEM: 17,426 LBS [ 7,904 Kg] RACK STYLE, 17,311 LBS [ 7,852Kg ] PET STYLE FOR PROPER OPERATION (OFFERED SEPARATELY)REQUIRED CONTROL MAX. AMBIENT TEMPERATURE: 104°F [40°C] CONVEYOR SPEED (VARIABLE) 200-600 FPM ROTOR SPEED: (VARIABLE) 3,000 RPM MAX. GENERAL SPECIFICATIONS: (VIEWED FROM FEEDER END) LEFT HAND RIGHT HAND MOTOR POSITION AC POWER 460V, 60HZ ,3PH 575V, 60HZ, 3PH PANEL FRAMEWORK: WHITE RAL#_________________ PAINT SYSTEM: ERIEZ ORANGE RAL#_________________ ST22 W/ RACK ROTOR & SPLITTER LT2 W/ RACK ST22 W/ PET FEATURE STANDARD SPECIFY OPTION SH E E T REVSHEET TITLE# DSIZE i2016_1 OR D E R # DA T E BY CH A N G E M A D E RE V INCHES [MILLIMETERS]4 -R ECS REVX-E MK3 2.0M 3,000 RPM ROTOR -CHKD. BY SHEET OF SYSTEM 1 5 SHEET TITLE 201900828 A 4N-201705990 201900384 STD 201808905.063 2/21/2019 DD OUTLINE REVISIONDRAWING NUMBER ARE THE PROPERTY OF AND PROPRIETARY TO ERIEZ NOTICE--THIS DRAWING AND THE PRINCIPLE OF DESIGN PRIOR REFSCALE DATE ASS'M NEXT E.R. # ERIEZ ORDER #DR. BY FOR TITLE GLOBAL HEADQUARTERS: ERIE, PENNSYLVANIA, USA WORLD AUTHORITY IN SEPARATION TECHNOLOGIES ASYSTEM1 ACONVEYOR ASSEMBLY2 ACONVEYOR / HOOD ASSEMBLY3 ASYSTEM W/O FEEDER FRAME4 AMOUNTING FOOTPRINTS5 TYP BOTH SIDES EMERGENCY STOP PULL CORD OR OPTIONAL VOLTAGE SPECIFIED BELOW EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; CONVEYOR GEARMOTOR, 5.0 HP [3.7KW] 460 V, 3 PH, 60 HZ; OR OPTIONAL VOLTAGE SPECIFIED BELOW EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; IEC FRAME SIZE 132S, FLANGE MOUNTED; ROTOR MOTOR 10 HP [7.5KW] 460 V, 3 PH, 60 HZ; SIDE FOR ACCESS. REMOVE PANELS ON OPPOSITE CONVEYOR FORK LIFT POCKETS. W/ (1) CLEAT AND SIDEWALLS URETHANE CONVEYOR BELT LIFTING LUGS CONVEYOR TOP OF BELT 35 [888] 58 1/2 [1486] HOOD LIFTING LUGS TYP. BOTH SIDES INSPECTION DOORS CNTR OF TAIL PULLEY TRAY TIP FROM5/8 [16] TO TOP OF BELT TRAY TIP3 1/8 [79] 113 13/16 [2891] CL ROTOR TO CL TAIL PULLEY84 [2134]16 [406] LIFTING LUGS FEEDER FRAME 114 9/16 [2910]47 3/4 [1213] 254 13/16 [6473] 87 3/4 [2229] 4 3/4 [121] [1559] 61 3/8 27 5/8 [701] INSIDE HOOD100 [2540] 50 [1270] 58 3/8 [1483]67 7/8 [1725] 126 1/4 [3208] HOLE 27]n1 1/16 [n TRAVEL 11 1/8 [283] HOOD FACE TO SPLITTER CL FORWARD STOP8 1/4 [210] LOCATIONS SPLITTER PIVOT OPTIONAL12 3/8 [314](2) PLACES TYP.6 [152] )(ST22 ROTOR ONLY PET SPLITTER OPTION 47 3/4 [1213] EXPANDABLE ADJUSTABLE & (STANDARD) RACK SPLITTER RUBBER FLAPS TRAY LENGTH 105 [2667] DEPTH TRAY 7 3/4 [197] WIDTH TRAY 74 [1880] OR OPTIONAL VOLTAGE SPECIFICED BELOW 230/460 V, 3 PH, 60 HZ, 8.20 AMPS EA. @ 460V; (2) 5.77 HP [ 4.30 KW ] VIBRATOR MOTORS 1 20 2 0 0 4 0 8 7 8- 4 - 2 0 KC Z CO N V E Y O R N O T E . UP D A T E D P I C S . A D D E D L I F T I N G B R A C K E T S . A D D E D A (4) PLACES LIFTING BRACKETS INSTALLED REMOVE AFTER CONVEYOR IS NOTE:A 10 7 RE V CH A N G E M A D E BY DA T E OR D E R # DSIZE i2016_0 INCHES [MILIMETERS] SH E E T WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY AND METAL DETECTION APPLICATIONS WORLD HEADQUARTERS, ERIE, PA, USA TITLE FOR DR. BY ORDER # ERIEZ E.R. # NEXT ASS'M DATE SCALE PRIOR REF NOTICE--THIS DRAWING AND THE PRINCIPLE OF DESIGN ARE THE PROPERTY OF AND PROPRIETARY TO ERIEZ DRAWING NUMBER REVISION OUTLINE DD 2/21/2019 .063 201808905 STD 201900384 4N-201705990 A201900828 SHEET TITLE 52 CONVEYOR ASSEMBLY OF SHEET CHKD. BY - ECS REVX-E MK3 2.0M 3,000 RPM ROTOR R -4 HORN / BEACON STACKLIGHT ASSEMBLY PART OF CONVEYOR ASSEMBLY LOCATION & MOUNTING BY OTHERS FEED 67 15/16 [1725] 126 5/16 [3208] REMOVEABLE PANELS 105 1/8 [2670] FRAME WIDTH CONFIGURATION NO. 2 SPECIFICATION REQUIREMENTS FOR: ECS REVX-E MK3 2.0M 3,000 RPM CONVEYOR ASSEMBLY CUSTOMER: __________________________________ P.O.#: __________________________________ APPLICATION: __________________________________ CUSTOMER APPROVAL: ____________________________ APPROVAL DATE: __________________________________ REFER TO 4P-201900831 FOR CONVEYOR SPARE PARTS LIST FEATURE STANDARD SPECIFY OPTION ROTOR LT2 ST22 PAINT SYSTEM: ERIEZ ORANGE RAL#_________________ PANEL FRAMEWORK: WHITE RAL#_________________ AC POWER 460V, 60HZ ,3PH 575V, 60HZ, 3PH MOTOR POSITION (VIEWED FROM FEEDER END) LEFT HAND RIGHT HAND GENERAL SPECIFICATIONS: ROTOR SPEED: (VARIABLE) 3,000 RPM MAX. CONVEYOR SPEED (VARIABLE) 200-600 FPM MAX. AMBIENT TEMPERATURE: 104°F [40°C] CONTROL REQUIRED FOR PROPER OPERATION (OFFERED SEPARATELY) APPROX. WEIGHT: CONVEYOR: 8,250 LBS [ 3,742 Kg ] SEE SHEET 5 FOR MOUNTING FOOTPRINT 79 5/8 [2022] BELT & MAGNET WIDTH PANEL FRAMEWORK CL 88 [2235] MINIMUM REQUIRED CLEARANCE FOR BELT CHANGE NTS 53 1/2 [1359] 58 3/8 [1483] EMERGENCY STOP PULL CORD TYP BOTH SIDES CL 50 [1270] ROTOR MOTOR 10 HP [7.5KW] 460 V, 3 PH, 60 HZ; IEC FRAME SIZE 132S, FLANGE MOUNTED; EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; OR OPTIONAL VOLTAGE SPECIFIED BELOW CONVEYOR GEARMOTOR 5.0 HP [3.7KW] 460 V, 3 PH, 60 HZ; EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; OR OPTIONAL VOLTAGE SPECIFIED BELOW 27 5/8 [701] CNTR OF MOTOR 100 [2540] BCK TO BCK CHNLS 84 [2134] CNTR OF ROTOR TO CNTR TAIL PULLEY 14 9/16 [370] 22 7/8 [582] CNTR OF TAIL PULLEY 114 9/16 [2910] 35 [888] TOP OF BELT CONVEYOR FORK LIFT POCKETS. REMOVE PANELS ON OPPOSITE SIDE FOR ACCESS. URETHANE CONVEYOR BELT W/ (1) CLEAT AND SIDEWALLS CONVEYOR LIFTING LUGS 16 [406] 49 3/4 [1264] TOP OF FRAME n1 1/16 [n27] 107 [2718] OVER CHANNELS A UP D A T E D P I C S . A D D E D L I F T I N G B R A C K E T S . KC Z 8- 5 - 2 0 20 2 0 0 4 0 8 7 2 10 8 RE V CH A N G E M A D E BY DA T E OR D E R # DSIZE i2016_0 INCHES [MILIMETERS] SH E E T WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY AND METAL DETECTION APPLICATIONS WORLD HEADQUARTERS, ERIE, PA, USA TITLE FOR DR. BY ORDER # ERIEZ E.R. # NEXT ASS'M DATE SCALE PRIOR REF NOTICE--THIS DRAWING AND THE PRINCIPLE OF DESIGN ARE THE PROPERTY OF AND PROPRIETARY TO ERIEZ DRAWING NUMBER REVISION OUTLINE DD 2/21/2019 .063 201808905 STD 201900384 4N-201705990 A201900828 SHEET TITLE 53 CONVEYOR / HOOD ASSEMBLY OF SHEET CHKD. BY - ECS REVX-E MK3 2.0M 3,000 RPM ROTOR R -4 CONFIGURATION NO. 3 SPECIFICATION REQUIREMENTS FOR: ECS REVX-E MK3 2.0M 3,000 RPM CONVEYOR/HOOD ASSEMBLY CUSTOMER: __________________________________ P.O.#: __________________________________ APPLICATION: __________________________________ CUSTOMER APPROVAL: ____________________________ APPROVAL DATE: __________________________________ REFER TO 4P-201900831 FOR CONVEYOR SPARE PARTS LIST HORN / BEACON STACKLIGHT ASSEMBLY PART OF CONVEYOR ASSEMBLY LOCATION & MOUNTING BY OTHERS FEATURE STANDARD SPECIFY OPTION ROTOR & SPLITTER LT2 W/ RACK ST22 W/ PET ST22 W/ RACK PAINT SYSTEM: ERIEZ ORANGE RAL#_________________ PANEL FRAMEWORK: WHITE RAL#_________________ AC POWER 460V, 60HZ ,3PH 575V, 60HZ, 3PH MOTOR POSITION (VIEWED FROM FEEDER END) LEFT HAND RIGHT HAND GENERAL SPECIFICATIONS: ROTOR SPEED: (VARIABLE) 3,000 RPM MAX. CONVEYOR SPEED (VARIABLE) 200-600 FPM MAX. AMBIENT TEMPERATURE: 104°F [40°C] CONTROL REQUIRED FOR PROPER OPERATION (OFFERED SEPARATELY) APPROX. WEIGHT: CONVEYOR: 8,250 LBS [ 3,742 Kg ] HOOD: 1,340 LBS [ 608 Kg ] RACK STYLE 1,225 LBS [ 556 Kg ] PET STYLE SEE SHEET 5 FOR MOUNTING FOOTPRINT FEED SPLITTER ADJUSTMENT RACHETS INSPECTION DOORS TYP BOTH SIDES PANEL FRAMEWORK CL 90 [2286] MINIMUM REQUIRED CLEARANCE FOR BELT CHANGE NTS HOOD LIFTING LUGS 79 5/8 [2023] BELT & MAGNET WIDTH EMERGENCY STOP PULL CORD TYP BOTH SIDES 49 3/4 [1264] TOP OF FRAME ROTOR MOTOR 10 HP [7.5KW] 460 V, 3 PH, 60 HZ; IEC FRAME SIZE 132S, FLANGE MOUNTED; EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; OR OPTIONAL VOLTAGE SPECIFIED BELOW CONVEYOR GEARMOTOR 5.0 HP [3.7KW] 460 V, 3 PH, 60 HZ; EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; OR OPTIONAL VOLTAGE SPECIFIED BELOW 27 5/8 [701] CNTR ROTOR MOTOR 12 3/8 [314] OPTIONAL SPLITTER PIVOT LOCATIONS 58 1/2 [1486] 35 [888] TOP OF BELT 162 5/16 [4123] CONVEYOR FORK LIFT POCKETS. REMOVE PANELS ON OPPOSITE SIDE FOR ACCESS. URETHANE CONVEYOR BELT W/ (1) CLEAT AND SIDEWALLS CONVEYOR LIFTING LUGS 6 [152] TYP. 47 3/4 [1213]114 9/16 [2910] 16 [406]84 [2134] CL ROTOR TO CL TAIL PULLEY 14 9/16 [370] 100 [2540] INSIDE HOOD 50 [1270] 58 3/8 [1483]67 15/16 [1725] 126 5/16 [3208] PET SPLITTER ADJUSTABLE & EXPANDABLE PET SPLITTER OPTION (ST22 ROTOR ONLY) 47 3/4 [1213] 8 1/4 [210] FORWARD STOP HOOD FACE TO CL SPLITTER 11 1/8 [283] APPROX. TRAVEL n1 1/16 [n27] RACK SPLITTER (STANDARD) ADJUSTABLE & EXPANDABLE RUBBER FLAPS A UP D A T E D P I C S . A D D E D L I F T I N G B R A C K E T S . KC Z 8- 5 - 2 0 20 2 0 0 4 0 8 7 3 10 9 79 5/8 [2023] BELT & MAGNET WIDTH HORN / BEACON STACKLIGHT ASSEMBLY PART OF CONVEYOR ASSEMBLY LOCATION & MOUNTING BY OTHERS SEE SHEET 5 FOR MOUNTING FOOTPRINT INSPECTION DOORS TYP BOTH SIDES SPLITTER ADJUSTMENT RATCHETS RACK SPLITTER (STANDARD) ADJUSTABLE & EXPANDABLE CONFIGURATION NO. 4 SPECIFICATION REQUIREMENTS FOR: ECS REVX-E MK3 2.0M 3,000 RPM SYSTEM CUSTOMER: __________________________________ P.O.#: __________________________________ APPLICATION: __________________________________ CUSTOMER APPROVAL: ____________________________ APPROVAL DATE: __________________________________ REFER TO 4P-201900831 FOR CONVEYOR SPARE PARTS LIST FEED PANEL FRAMEWORK CL 70 [1778] MINIMUM REQUIRED CLEARANCE FOR BELT CHANGE NTS HOOD LIFTING LUGS 126 5/16 [3208] FEATURE STANDARD SPECIFY OPTION ROTOR & SPLITTER LT2 W/ RACK ST22 W/ PET ST22 W/ RACK PAINT SYSTEM: ERIEZ ORANGE RAL#_________________ PANEL FRAMEWORK: WHITE RAL#_________________ AC POWER 460V, 60HZ, 3PH 575V, 60HZ, 3PH MOTOR POSITION (VIEWED FROM FEEDER END) LEFT HAND RIGHT HAND GENERAL SPECIFICATIONS: ROTOR SPEED: (VARIABLE) 3,000 RPM MAX. CONVEYOR SPEED (VARIABLE) 200-600 FPM MAX. AMBIENT TEMPERATURE: 104°F [40°C] CONTROL REQUIRED FOR PROPER OPERATION (OFFERED SEPARATELY) APPROX. WEIGHT: CONVEYOR: 8,250 LBS [ 3,742 Kg ] HOOD: 1,340 LBS [ 608 Kg ] RACK STYLE 1,225 LBS [ 556 Kg ] PET STYLE FEEDER: 4,511 LBS [ 2,046 Kg ] RE V CH A N G E M A D E BY DA T E OR D E R # DSIZE i2016_1 #SHEET TITLE REV SH E E T WORLD AUTHORITY IN SEPARATION TECHNOLOGIES GLOBAL HEADQUARTERS: ERIE, PENNSYLVANIA, USA TITLE FOR DR. BY ORDER # ERIEZ E.R. # NEXT ASS'M DATE SCALE PRIOR REF NOTICE--THIS DRAWING AND THE PRINCIPLE OF DESIGN ARE THE PROPERTY OF AND PROPRIETARY TO ERIEZ DRAWING NUMBER REVISION OUTLINE DD 2/21/2019 .063 201808905 STD 201900384 4N-201705990 A201900828 SHEET TITLE 54 SYSTEM W/O FEEDER FRAME OF SHEET CHKD. BY - ECS REVX-E MK3 2.0M 3,000 RPM ROTOR R -4INCHES [MILLIMETERS] EMERGENCY STOP PULL CORD TYP BOTH SIDES ROTOR MOTOR 10 HP [7.5KW] 460 V, 3 PH, 60 HZ; IEC FRAME SIZE 132S, FLANGE MOUNTED; EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; OR OPTIONAL VOLTAGE SPECIFIED BELOW CONVEYOR GEARMOTOR 5.0 HP [3.7KW] 460 V, 3 PH, 60 HZ; EFFICIENCY CLASS IE3, MAX AMBIENT TEMP 40°C; OR OPTIONAL VOLTAGE SPECIFIED BELOW 27 5/8 [701] CNTR OF MOTOR 58 1/2 [1486] 35 [888] TOP OF BELT 113 13/16 [2891] 3 1/8 [79] TRAY TIP TO TOP OF BELT 5/8 [16] TRAY TIP FROM CNTR OF TAIL PULLEY 61 3/8 [1559] 36 13/16 [935] ISOLATION MTG PLATE 45 [1142] ISOLATION MTG PLATE CONVEYOR FORK LIFT POCKETS. REMOVE PANELS ON OPPOSITE SIDE FOR ACCESS. URETHANE CONVEYOR BELT W/ (1) CLEAT AND SIDEWALLS CONVEYOR LIFTING LUGS 84 [2134]16 [406] 100 [2540] n1 1/16 [n27] HOLE PET SPLITTER ADJUSTABLE & EXPANDABLE 8 1/4 [210] FORWARD STOP HOOD FACE TO SPLITTER CL 11 1/8 [283] APPROX. TRAVEL 47 3/4 [1213]114 9/16 [2910] 10 3/8 [264] 261 9/16 [6644] RUBBER FLAPS6 [152] TYP. (2) PLACES 12 3/8 [314] OPTIONAL SPLITTER PIVOT LOCATIONS47 3/4 [1213] PET SPLITTER OPTION (ST22 ROTOR ONLY) 74 7/16 [1891] 58 3/8 [1483]67 15/16 [1725] 50 [1270] 105 [2667] TRAY LENGTH 7 3/4 [197] TRAY DEPTH 74 [1880] TRAY WIDTH (2) 5.77 HP [ 4.30 KW ] VIBRATOR MOTORS 230/460 V, 3 PH, 60 HZ, 8.20 AMPS EA. @ 460V; OR OPTIONAL VOLTAGE SPECIFICED BELOW A UP D A T E D P I C S . A D D E D L I F T I N G B R A C K E T S . KC Z 8- 5 - 2 0 20 2 0 0 4 0 8 7 4 11 0 RE V CH A N G E M A D E BY DA T E OR D E R # DSIZE i2016_0 INCHES [MILIMETERS] SH E E T WORLD AUTHORITY IN ADVANCED TECHNOLOGY FOR MAGNETIC, VIBRATORY AND METAL DETECTION APPLICATIONS WORLD HEADQUARTERS, ERIE, PA, USA TITLE FOR DR. BY ORDER # ERIEZ E.R. # NEXT ASS'M DATE SCALE PRIOR REF NOTICE--THIS DRAWING AND THE PRINCIPLE OF DESIGN ARE THE PROPERTY OF AND PROPRIETARY TO ERIEZ DRAWING NUMBER REVISION OUTLINE DD 2/21/2019 .063 201808905 STD 201900384 4N-201705990 A201900828 SHEET TITLE 55 MOUNTING FOOTPRINTS OF SHEET CHKD. BY - ECS REVX-E MK3 2.0M 3,000 RPM ROTOR R -4 CONFIGURATION NO. 1 SYSTEM MOUNTING FOOTPRINT FRAME MOUNTING HOLES TYP ACROSS BOTH SIDES CONFIGURATION NO. 2 CONVEYOR ASSEMBLY FOOTPRINT FRAME MOUNTING HOLES TYP ACROSS BOTH SIDES CONFIGURATION NO. 3 CONVEYOR/HOOD ASSEMBLY FRAME MOUNTING HOLES TYP ACROSS BOTH SIDES CONFIGURATION NO. 4 SYSTEM W/O FEEDER FRAME FOOTPRINT FRAME MOUNTING HOLES TYP ACROSS BOTH SIDES FEEDER ISOLATOR PLATE MOUNT PADS CL CL CL 114 9/16 [2910] CONVEYOR FRAME CL n11/16 [n17] THRU ONE FLG. TYP. 16 PLCS. 6 [152]35 3/16 [894]32 3/16 [818]35 3/16 [894] 102 9/16 [2605] 51 9/16 [1310] 103 1/8 [2619] 50 [1270] 100 [2540] B/B CHANNELS 1 9/16 [40] GA. n11/16 [n17] THRU ONE FLG. TYP. 8 PLACES 114 9/16 [2910] CONVEYOR FRAME n11/16 [n17] THRU ONE FLG. TYP. 12 PLCS 114 9/16 [2910] CONVEYOR FRAME n11/16 [n17] THRU ONE FLG. TYP. 12 PLCS. 114 9/16 [2910] CONVEYOR FRAME 3 1/2 [89] FLG. 107 [2718] 47 3/4 [1213] HOOD FRAME 47 3/4 [1213] HOOD FRAME 35 3/16 [894]6 [152]32 3/16 [818]35 3/16 [894] 11 3/8 [289] 37 [940] 47 3/4 [1213] HOOD FRAME NOTE: FRAME MOUNTING HOLES ARE SYMMETRICAL ABOUT THE UNIT CENTERLINE. 3 1/2 [89] FLG. 50 [1270] 100 [2540] B/B CHANNELS 103 1/8 [2619] 107 [2718] 1 9/16 [40] GA. 3 1/2 [89] FLG. 48 [1219]30 5/8 [779]35 3/16 [894]32 3/16 [818]35 3/16 [894] 11 3/8 [289] 37 [940] 6 [152] 4 3/4 [121] 87 3/4 [2229] FEEDER FRAME 50 [1270] 100 [2540] B/B CHANNELS 103 1/8 [2619] 107 [2718] 1 9/16 [40] GA. 3 1/2 [89] FLG. 50 [1270] 100 [2540] B/B CHANNELS 103 1/8 [2619] 107 [2718] 1 9/16 [40] GA. 3 1/2 [89] FLG.6 [152]35 3/16 [894]32 3/16 [818]35 3/16 [894] 11 3/8 [289] 37 [940] 3 1/2 [89] 3 1/2 [89] 43 3/16 [1097] 86 3/8 [2194] 74 7/16 [1891] 10 3/8 [264] A DETAIL A TYP. (4) PLACES SCALE .1875 2 1/4 [57] 4 1/2 [114] 2 3/4 [70] 5 1/2 [140] 2 1/2 [64] 5 [127] 3 11/16 [94] 7 3/8 [187] n9/16 [n14] THRU, (4) HOLES A UP D A T E D P I C S . A D D E D L I F T I N G B R A C K E T S . KC Z 8- 5 - 2 0 20 2 0 0 4 0 8 7 5 11 1 SEARCH ENGINE THE RESOURCE CURIOUS? Learn more. STEINERT EddyC® FINES Fact Sheet METAL SORTING +Produces valuable non-ferrous concentrates (Zorba), especially in the lower particle size range, by separating aluminium, copper, zinc and brass as a mix from a wide variety of feedstocks such as ASR, bottom ash, aluminium salt slags, moulding sands or electronic scrap. +Separation of non-metallic impurities, such as plastics, wood, rubber and minerals from fine- grained non-ferrous concentrates. WASTE SORTING +Recovery of non-ferrous metal mixtures from different fine-grained material streams such as plastic flakes and granulates. +Cleaning of fine-grained material streams with a view to non-ferrous metal impurities such as aluminium, copper, brass, etc. Fa c t _ S h e e t _ S T E I N E R T _ E d d y C _ F I N E S _ E N _ V 2 3 0 8 112 STEINERT EddyC® FINES NES 100 NES 150 NES 200 General Working width (mm)1,000 1,500 2,000 Dimensions approx. (mm) A B C 998 2,140 5,225 998 2,640 5,475 998 3,140 6,100 Weight approx. ZOR + EddyC FINES + AFP (kg)3,380–3,430 5,070–5,230 5,280–6,330 Environmental specifications Permitted ambient temp. depending on version (°C)-5 to +40 Installation site Under roof/indoor Conformities Given conformities CE Electrical specifications Machine power consumption (kVA)11.9–24.6 15.1–24.7 Machine protection class IP66 Accessories + options + variants Combination devices MRB (upstream dual stage magnetic separator) MSB (head pulley magnet) MOR (upstream magnet drum with feeder) Example options Dust protection, various belt types, belt scraper, central lubrication points, discharge options Control Dimensions approx. (mm) Height Width Depth 1,900/2,100 800 400/600 Weight (kg)300 Distance control to machine (m)10–20 Electrical connected load (A)17.2–35.6 21.8-37.5 STEINERT GmbH / Widdersdorfer Str. 329-331 / 50933 Cologne / Germany B C A TECHNOLOGY STEINERT EddyC® FINES +The head drum of the eddy current separator contains a ne- odymium permanent magnet system rotating at up to 4,000 rpm. +The rotation of the pole system causes the magnetic field to change polarity at a high frequency of up to 1.3 kHz. +Eddy currents are induced in conductive non-ferrous metals passing through this magnetic field, which generate their own magnetic field counteracting the excitation field. +Non-ferrous metals are rejected from the rest of the material flow due to the resulting repulsive force pulse. +The eccentric pole system developed by STEINERT guarantees maximum availability and cost-effectiveness. +The core feature of the STEINERT EddyC® model series is a self-supporting frame construction, which enables faster belt changes and optimised maintenance. +The special splitter blade enables high-precision adaptation to fine-grained material to be sorted and thus ensures opti- mum separation results down to 0.5 mm grain size. Technical alterations reserved. For more details see the operating instruction of the sorting system. 113 A ( 1 : 25 ) X ( 1 : 5 ) A X Aufstellungsplan V07 3273 80 11-02 Erstellt Genehmigt 28.04.2021GarciaKneip NES ... C + DEC ... 120 Freimatoleranzen Oberflche ISO 1302 Mastab Gewicht Werkstoff Blatt 1:25 -Blatt Bezeichnung Ausgabedatum 1 Schutzvermerk nach ISO 16016 nach geltenden TLV (SK_SP_204) Arrangement plan Plan dpimplantation DEC ... F¯r Gurtwechsel For belt change Pour changement de la bande Unterst¯tzungskonstruktion kundenseitig Supports by customer Construction de support par le client Arbeitsb¯hnenanordnung Arrangement of platform Arrangement de la plateforme de travail Einbauh©he kundenabhngig Assembly height as per customer's requirement Hauteur d'installation dcider par le client Nichteisenmetallscheider NES ... 2.0 E ..... C Non ferrous metal separator Sparateur pour mtaux non ferreux Materialabf¯hrung DEC ... 120 . . Material discharge Dchargement du matriel Kontinuierliche Material- Abfuhr vorsehen Provide for continuous material discharge Un dchargement continu du matrial est prvoir 1203 Anschlagpunkte sind nach der Montage zu entfernen. Lifting material must be removed after assembly. Il faut enlever l'engin de levage aprs l'assemblage. 1240 1000 11252 288ca. 810 ca. P5093 2182ca. ... E 50... = (ca. ... E 61... = 2095) 410 (497) Linksausf¯hrung m©glich On request, motor on lefthand side Entra¢nement gauche possible min. d a 1300 P50 1253 ca. b f35n 888 4157 110 a h j ca. e a gc 601822 76 2880 1182 n x k 30 95 k M10 165 500 550 450 550 250500 157940 998 20 17 25 Abmessungen / Dimensions Typ / Type a b c d e f g h j n x k l m NES 100 2.0 E ..... C 1630 2160 1782 1200 990 1100 1580 1410 1460 4 x 335 ( = 1340 )1360 1416 NES 125 2.0 E ..... C 1880 2410 2032 1500 1240 1350 1830 1660 1710 4 x 397,5 ( = 1590 )1610 1666 NES 150 2.0 E ..... C 2130 2660 2282 1800 1490 1600 2080 1910 1960 5 x 368 ( = 1840 )1860 1916 NES 200 2.0 E ..... C 2630 3160 2780 2400 1990 2100 2580 2410 2460 9 x 260 ( = 2340 )2360 2416 02 Bohrung M10 27.04.2021 Gar 01 ZOR eingef¯gt 26.09.2019 Gar 300 300 300 300 300 332 M10 114 C ( 1 : 25 ) X ( 1 : 10 )Y ( 1 : 10 ) C XY Aufstellungsplan V07 3273 80 15-00 Erstellt Genehmigt 01.10.2019BarthelHerbort NES 200 2.0 E ..... C + Freimatoleranzen Oberflche ISO 1302 Mastab Gewicht Werkstoff Blatt 1:25 Blatt Bezeichnung Ausgabedatum 1 Schutzvermerk nach ISO 16016 nach geltenden TLV (SK_SP_204) 1203 1125 93 1240 1000 2 2400min. F¯r Gurtwechsel For beltchange Pour changement de la bande 2997ca. 1253 1300 Einbauh©he Kundenabhngig Assembly height as per customer's requirement Hauteur d'installation dcider par le client 888 2641 2100 P50 35n Arbeitsb¯hnenanordnung ohne ZOR Arrangement of platform without material feed Arrangement de la plateforme de travail sans chargement de matrial Linksausf¯hrung m©glich On request, motor on lefthand side Entra¢nement gauche possible Die Materialbreite an der bergabe darf ein Ma von Rinnenbreite - 200mm nicht unterschreiten. The material width at the material handoff must not remain under the dimension of the pan width (- 200mm). La largeur des produits au point de transfert des matires ne doit pas tre infrieure la largeur de la goulotte -200mm. 4157 500 550 450 550 500 250 940 2880 1182 300300300300 1822 60 2630 2460 2410 76 110 M10 M10 30 2782 2573 260 68068068080 2650 2580 152200 2182ca. ... E 50... = (ca. ... E 61... = 2095) 288ca. 1092 ca. 116ca. Materialzuf¯hrung ZOR 195 250 material feed Chargement du matriel Auf Schwingungsentkopplung achten! Take care of uncoupled supports! Veuillez respecter l'importance du dcouplage de vibration! Anschlagpunkte sind nach der Montage zu entfernen. Lifting material must be removed after assembly. Il faut enlever l'engin de levage aprs l'assemblage. Materialabf¯hrung DEC 200 120 . . Material discharge Dchargement du matriel Kontinuierliche Material- Abfuhr vorsehen Provide for continuous material discharge Un dchargement continu du matrial est A prvoir 410 (497) 6365 Nichteisenmetallscheider NES 200 2.0 E ..... C Non ferrous metal separator Sparateur pour mtaux non ferreux Unterst¯tzungskonstruktion kundenseitig Supports by customer Construction de support par le client 1102200 2340 9x260 = 70 18 20 17 115 Gantry Crane 116 GANTRY CRANES Home (https://www.aceworldcompanies.com) » Overhead Cranes, End Trucks & Electric Hoists (https://www.aceworldcompanies.com/material-handling-products/) » Gantr y Cranes A Gantry Crane is supported by uprights that run along a rail at ground level. This type of crane is ideal for situations in which you have no elevated runway or top rail to run your crane along, or the building support structure cannot handle the weight of an overhead crane. Therefore gantry cranes are used in a lot of outdoor applications. The rail that the crane runs on is embedded into the concrete so that it is a flush sur face allowing other equipment to cross the rail with ease. When choosing the proper gantry crane for your application there are a few things to consider, example: Gantry Crane Types – Double Leg Gantry or Semi (single leg gantry), will it run on rails or a track? What temperature will your crane be operating in? – Will there be extreme temperature changes? If so you may need motor heaters. You may also need specialized paint or a cover for your hoist to protect it from the elements. Outdoor conditions – Will it be windy, near salt water, with a lot of dust, or a lot of moisture? Power supply These are just a few of the questions that will need to be answered. As a leading crane manufacturer, we can develop a custom crane solution that meets your needs–be it a semi-gantry or a double-leg crane. Our years of industrial crane design exper tise and manufacturing experience ensure that your crane will be of the highest quality and will be a sound investment for years to come. Request A Quote (https://www.aceworldcompanies.com/overhead-crane-or-gantry-crane-request-form/) Gantr y Cranes in Shipyard Gantry Cran (/)  (tel:866-574-1215)  117 Types of Gantr y Cranes: Double Leg Gantr y Double-leg gantries (both legs run along a rail at ground level) are often used in loading docks and shipyards and rail yards. The double-legged gantry crane can be customized with cabs, rotating hoists, dog houses (a cover that goes over your hoist to protect it from the elements), and much more. Semi Gantr y Semi-gantries are gantries in which a single leg runs along a rail at ground level and the other end of the bridge is suppor ted by a truck that runs along an elevated runway. The Semi-gantry crane is ideal for warehouses and manufacturing buildings that need par t of their bay for purposes other than a crane. Request A Quote (https://www.aceworldcompanies.com/overhead-crane-or-gantry-crane-request-form/) Industries That Use A Gantr y Crane: (https://www.youtube.com/watch?v=hIFi0J5sB5A) Flipping a Ferry Engine Room Steel Power Plants Manufacturing Scrap Yards Ship Builders Ship Yards Cement & Precast Rail Yards Fabrication Plants Ser vice Centers (/)  (tel:866-574-1215)  118 Baler 119 1 Gesell, Gregory H. From:Brian Mihm <BMihm@sierraintl.com> Sent:Friday, June 13, 2025 3:46 PM To:Gesell, Gregory H. Subject:Sierra Baler Information Attachments:REB1_Brochure-WEB.pdf; REB2-150_Brochure-WEB.pdf; REB2-250_Brochure-WEB.pdf; REB4_Brochure-WEB.pdf; Conveyors_Brochure-SCR-PRINT.pdf; Copy of Copy of REB Bales TPH - 4-30-25.xlsx CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Greg, Thank you for the call today. Please see the attached balers, conveyors, and throughput for each model. The REB1 sells for $425,000 FOB Jesup, GA. The REB2-150 sells for $685,000 FOB Jesup, GA. A 72” side feed conveyor sells for $135,000 with a 15’ lower feed section and is $11,900 for each 5’ section added to the lower feed section. Thanks Brian Mihm Director of Two-Ram Sales Sierra International Machinery, LLC Cell: 507-884-2351 Company: 661-327-7073 Email: bmihm@sierraintl.com You don't often get email from bmihm@sierraintl.com. Learn why this is important 120 CYCLE INFO • DRY CYCLE CAPACITY: 12,000 CF/HR • CHARGE BOX DISPLACEMENT: 50 CF • DRY CYCLE TIME: 15 SECONDS • MAIN MOTOR: 75HP/460V/3PH/60HZ/TEFC • ELECTRICAL SERVICE: 480V 225 AMP • MATERIAL SETUP: 16 MATERIALS WITH 15 BALING PARAMETERS PER MATERIAL (SAVE, RESTORE AND RESET FACTORY DEFAULTS) POWER HYDRAULIC • SYSTEM OPERATING PRESSURE: 4500 PSI • SHEAR/BALING FORCE: 143 TONS • RAM-FACE PRESSURE: 241 PSI • MAIN PUMP FLOW: 153 GPM • PUMP: KAWASAKI PISTON/VICKERS VANE • OIL FILTRATION: 5µ RETURN LINE, 3µ KIDNEY LOOP • MAIN CYLINDER: 9” BORE - 143 TONS • EJECT CYLINDER: 8” BORE - 88 TONS • DOOR CYLINDER: 6” BORE - 40 TONS • RESERVOIR CAPACITY: 500 GALLONS REB-1 TWO-RAM BALER 121 MORE THAN 40 YEARS OF EXPERIENCE WENT INTO THE DESIGNING AND MANUFACTURING OF SIERRA’S HEAVY-DUTY REB-1 TWO-RAM BALER. THE REB-1 HAS A UNIQUE SHEAR BLADE THAT WORKS ON WASTE, FIBER, AND NON-FERROUS SCRAP METAL. TO HELP ELIMINATE MATERIAL CONTAMINATION WHEN CHANGING MATERIAL THE REB-1 FEATURES AN INNOVATIVE BALE EJECT AND OVERSIZED BALE RELEASE DOOR. THIS FEATURE ALSO PRODUCES BETTER BALE INTEGRITY ESPECIALLY ON MATERIALS WITH LOTS OF MEMORY. SIERRA REBS CAN BE OUTFITTED WITH SPECIFICALLY DESIGNED BAGGING AND WRAPPING SYSTEMS. SEE MORE PHOTOS, SPECS, AND INFO AT SIERRAINTL.COM Note: Performance rates, bale weights and bale densities are subject to material pre-bale densities, feed rates and other variables in baling. Individual results may vary. *Sierra reserves the right to change specications without notice. Rev. September 2018 MATERIALS R ECYCLE E VERYTHING B ALER NON-FERROUS • FIBER • PLASTICS • MSW • RDF DIMENSIONS OVERALL: 34’-11’ L X 15’-11” W X 7’-0” H HOPPER OPENING: 60” W x 77” L CHARGE BOX OPENING: 41” W x 72” L BALE SIZE EXPANDED: 46” W x 31” H x 62” L SHIPPING WEIGHT: APPROX 29 TONS SHIPPING TRUCK LOAD: 2 LEGAL WEIGHT PERFORMANCE 1500 - 2000 LBS 1200 - 1400 LBS 3300 - 5500 LBS 3800 - 4200 LBS 2800 - 3500 LBS 3500 - 4500 LBS 1050 - 1150 LBS 1250 - 1400 LBS 1400 - 1600 LBS 1250 - 1650 LBS 2300 - 2500 LBS AVERAGE BALE: ALUMINUM SHEET ALUMINUM EXTRUSIONS COPPER WIRE COPPER TUBING RADIATORS STAINLESS STEEL ALUMINUM CANS PET BOTTLES OCC NEWS SOLID WASTE STANDARD FEATURES • WYE DELTA MAIN MOTOR STARTING • FLOODED SUCTION POWER UNIT • OIL COOLER/HEATER • ADJUSTABLE RAM GUIDES • SEPARATION DOOR WITH BALE RELIEF • TONGUE AND GROOVE FLOOR LINER PLATES • HARDOX 450 REPLACEABLE 1/2” LINERS • ALLEN BRADLEY PLC • PANEL VIEW HMI PROVIDES FOR MATERIAL SELECTION AND DIAGNOSTICS • MODEM OR ETHERNET FOR ON-SITE DIAGNOSTICS • AUTOMATIC OPERATIONS ON MOST MATERIALS • CONVEYOR CONTROLS UP TO 10 HP • MAIN RAM PENETRATION 60% OF BALE CHAMBER • HEAVY DUTY FRAME AND RAM CONSTRUCTION • AUTOMATIC WIRE TIER • OPERATOR’S PLATFORM • BALE TABLE SIERRAINTL.COM | PH: (661) 327-7073 | USA: (800) 343-8503 1620 E. BRUNDAGE LANE, BAKERSFIELD, CA 93307 122 CYCLE INFO • DRY CYCLE CAPACITY: 25,714 CF/HR • CHARGE BOX DISPLACEMENT: 100 CF • DRY CYCLE TIME: 14 SECONDS • MAIN MOTORS: 2 @ 75HP/480V/3PH/60HZ/TEFC • ELECTRICAL SERVICE: 480V 350 AMP • MATERIAL SETUP: 16 MATERIALS WITH 15 BALING PARAMETERS PER MATERIAL (SAVE, RESTORE AND RESET FACTORY DEFAULTS) POWER HYDRAULIC • SYSTEM OPERATING PRESSURE: 4500 PSI • SHEAR/BALING FORCE: 254 TONS • RAM-FACE PRESSURE: 304 PSI • MAIN PUMP FLOW: 306 GPM • PUMP: KAWASAKI PISTON/ VICKERS VANE • OIL FILTRATION: 5µ RETURN LINE, 3µ KIDNEY LOOP • MAIN CYLINDER: 12” BORE - 254 TONS • EJECT CYLINDER: 8” BORE - 113 TONS • DOOR CYLINDER: 7” BORE - 87 TONS • RESERVOIR CAPACITY: 900 GALLONS (150 HP) TWO-RAM BALER REB-2 123 SEE MORE PHOTOS, SPECS, AND INFO AT SIERRAINTL.COM Note: Performance rates, bale weights and bale densities are subject to material pre-bale densities, feed rates and other variables in baling. Individual results may vary. *Sierra reserves the right to change specications without notice. Rev. May 2019 MATERIALS R ECYCLE E VERYTHING B ALER NON-FERROUS • FIBER • PLASTICS • MSW • RDF DIMENSIONS OVERALL: 37’-11” L X 19’-2” W X 8’-0” H HOPPER OPENING:78” W x 101” L CHARGE BOX OPENING: 57 1/2” W x 96” L BALE SIZE EXPANDED: 46” W X 31” H X 62” L SHIPPING WEIGHT: APPROX 50 TONS SHIPPING TRUCK LOADS:1 LEGAL AND 1 HEAVY HAUL (WITHIN DIMENSIONAL LIMITS) WEIGHT PERFORMANCE AVERAGE BALE: ALUMINUM SHEET ALUMINUM EXTRUSIONS COPPER WIRE COPPER TUBING RADIATORS STAINLESS STEEL ALUMINUM CANS PET BOTTLES OCC NEWS SOLID WASTE STANDARD FEATURES • WYE DELTA MAIN MOTOR STARTING • FLOODED SUCTION POWER UNIT • OIL COOLER/HEATER • ADJUSTABLE RAM GUIDES • SEPARATION DOOR WITH BALE RELIEF • TONGUE AND GROOVE FLOOR LINER PLATES • HARDOX 450 REPLACEABLE LINERS • ALLEN BRADLEY PLC • PANEL VIEW HMI PROVIDES FOR MATERIAL SELECTION AND DIAGNOSTICS • MODEM OR ETHERNET FOR ON-SITE DIAGNOSTICS • AUTOMATIC OPERATIONS ON MOST MATERIALS • CONVEYOR CONTROLS UP TO 10 HP • MAIN RAM PENETRATION 70% OF BALE CHAMBER • HEAVY DUTY FRAME AND RAM CONSTRUCTION • AUTOMATIC WIRE TIER • OPERATOR’S PLATFORM • BALE TABLE THE SIERRA REB-2 TWO-RAM BALER WAS A MACHINE DESIGNED BY RECYCLERS, FOR RECYCLERS. IT IS THE ULTIMATE MACHINE FOR ANY HIGH VOLUME OR HIGH PRODUCTION FACILITY. IT HAS THE ABILITY TO PROCESS A WIDE VARIETY OF MATERIALS WITH A HIGHER RATE OF PRODUCTION AND WILL ENSURE YOUR RETURN ON YOUR INVESTMENT. THE REB-2 HAS A UNIQUE SHEAR BLADE THAT WORKS WELL WITH WASTE, FIBER, AND NON-FERROUS SCRAP METAL, ALLOWING YOU TO WORK WITH ANY MATERIAL. THE SIERRA REBS CAN BE OUTFITTED WITH SPECIFICALLY DESIGNED BAGGING AND WRAPPING SYSTEMS. SIERRAINTL.COM | PH: (661) 327-7073 | USA: (800) 343-8503 1620 E. BRUNDAGE LANE, BAKERSFIELD, CA 93307 1500 - 2000 LBS 1200 - 1400 LBS 3300 - 5500 LBS 3800 - 4200 LBS 2800 - 3500 LBS 3500 - 4500 LBS 1150 - 1250 LBS 1300 - 1450 LBS 1400 - 1600 LBS 1300 - 1700 LBS 2300 - 2500 LBS 124 CYCLE INFO • DRY CYCLE CAPACITY: 45,000 CF/HR • CHARGE BOX DISPLACEMENT: 100 CF • DRY CYCLE TIME: 8 SECONDS • MAIN MOTORS: 2 @ 125HP/480V/3PH/60HZ/TEFC • ELECTRICAL SERVICE: 480V 500 AMP • MATERIAL SETUP: 16 MATERIALS WITH 15 BALING PARAMETERS PER MATERIAL (SAVE, RESTORE AND RESET FACTORY DEFAULTS) POWER HYDRAULIC • SYSTEM OPERATING PRESSURE: 4500 PSI • SHEAR/BALING FORCE: 254 TONS • RAM-FACE PRESSURE: 304 PSI • MAIN PUMP FLOW: 564 GPM • PUMP: KAWASAKI PISTON/ VICKERS VANE • OIL FILTRATION: 5µ RETURN LINE, 3µ KIDNEY LOOP • MAIN CYLINDER: 12” BORE - 254 TONS • EJECT CYLINDER: 8” BORE - 113 TONS • DOOR CYLINDER: 7” BORE - 87 TONS • RESERVOIR CAPACITY: 1400 GALLONS (250 HP) TWO-RAM BALER REB-2 125 SEE MORE PHOTOS, SPECS, AND INFO AT SIERRAINTL.COM Note: Performance rates, bale weights and bale densities are subject to material pre-bale densities, feed rates and other variables in baling. Individual results may vary. *Sierra reserves the right to change specications without notice. Rev. May 2019 MATERIALS R ECYCLE E VERYTHING B ALER NON-FERROUS • FIBER • PLASTICS • MSW • RDF DIMENSIONS OVERALL: 39’-6” L X 19’-2” W X 8’-11” H HOPPER OPENING:78” W x 101” L CHARGE BOX OPENING: 57 1/2” W x 96” L BALE SIZE EXPANDED: 46” W X 31” H X 62” L SHIPPING WEIGHT: APPROX 52 TONS SHIPPING TRUCK LOADS:1 LEGAL AND 1 HEAVY HAUL (WITHIN DIMENSIONAL LIMITS) WEIGHT PERFORMANCE AVERAGE BALE: ALUMINUM SHEET ALUMINUM EXTRUSIONS COPPER WIRE COPPER TUBING RADIATORS STAINLESS STEEL ALUMINUM CANS PET BOTTLES OCC NEWS SOLID WASTE STANDARD FEATURES • WYE DELTA MAIN MOTOR STARTING • FLOODED SUCTION POWER UNIT • OIL COOLER/HEATER • ADJUSTABLE RAM GUIDES • SEPARATION DOOR WITH BALE RELIEF • TONGUE AND GROOVE FLOOR LINER PLATES • HARDOX 450 REPLACEABLE LINERS • ALLEN BRADLEY PLC • PANEL VIEW HMI PROVIDES FOR MATERIAL SELECTION AND DIAGNOSTICS • MODEM OR ETHERNET FOR ON-SITE DIAGNOSTICS • AUTOMATIC OPERATIONS ON MOST MATERIALS • CONVEYOR CONTROLS UP TO 10 HP • MAIN RAM PENETRATION 70% OF BALE CHAMBER • HEAVY DUTY FRAME AND RAM CONSTRUCTION • AUTOMATIC WIRE TIER • OPERATOR’S PLATFORM • BALE TABLE THE SIERRA REB-2 TWO-RAM BALER WAS A MACHINE DESIGNED BY RECYCLERS, FOR RECYCLERS. IT IS THE ULTIMATE MACHINE FOR ANY HIGH VOLUME OR HIGH PRODUCTION FACILITY. IT HAS THE ABILITY TO PROCESS A WIDE VARIETY OF MATERIALS WITH A HIGHER RATE OF PRODUCTION AND WILL ENSURE YOUR RETURN ON YOUR INVESTMENT. THE REB-2 HAS A UNIQUE SHEAR BLADE THAT WORKS WELL WITH WASTE, FIBER, AND NON-FERROUS SCRAP METAL, ALLOWING YOU TO WORK WITH ANY MATERIAL. THE SIERRA REBS CAN BE OUTFITTED WITH SPECIFICALLY DESIGNED BAGGING AND WRAPPING SYSTEMS. SIERRAINTL.COM | PH: (661) 327-7073 | USA: (800) 343-8503 1620 E. BRUNDAGE LANE, BAKERSFIELD, CA 93307 1500 - 2000 LBS 1200 - 1400 LBS 3300 - 5500 LBS 3800 - 4200 LBS 2800 - 3500 LBS 3500 - 4500 LBS 1150 - 1250 LBS 1300 - 1450 LBS 1400 - 1600 LBS 1300 - 1700 LBS 2300 - 2500 LBS 126 • 48”, 60”, 66”, 72”, 84”, & 96” CONVEYOR STYLE • 40 FEET PER MINUTE FIXED (VFD ON REB2 & REB4) • 6,500 LBS. • APPROX. 10’- 4” (OTHER HEIGHTS BY REQUEST) • CENTERLINE OF DRIVE SHAFT TO FLOOR SCR SERIES CONVEYORS BELT WIDTH SPEED LIVE LOAD CAPACITY GUARDING DISCHARGE HEIGHT • S-STYLE • 30° INCLINE, 5° NOSE DOWN • SUPPLIED IN AREAS OF PERSONAL ACCESS UP TO 8’0” 127 SIERRA CONVEYORS DELIVER THE STRENGTH NEEDED TO KEEP UP PRODUCTION. THEY ARE FULLY INTEGRATED AND OFFER A TOTAL SOLUTION FOR YOUR BALING NEEDS. SIERRA’S CONVEYORS FEATURE A DIRECT DRIVE MOTOR WHICH REDUCES THE NUMBER OF MOVING PARTS AND INCREASES EFFICIENCY. THE CONVEYORS ARE EQUIPPED WITH A TENSIONED TAIL PULLEY THAT PROVIDES CONSTANT TENSION TO THE BELT. THIS ELIMINATES SLACK AND IMPROVES EFFICIENCY, WHILE REDUCING WEAR. SEE MORE PHOTOS, SPECS, AND INFO AT SIERRAINTL.COMSierra reserves the right to change specications without notice. Rev. October 2020 SCR SERIES BELTING FRAME BEARINGS & DRIVES SIERRAINTL.COM | PH: (661) 327-7073 | USA: (800) 343-8503 1620 E. BRUNDAGE LANE, BAKERSFIELD, CA 93307 • 9” PITCH, 1/4” THICK PRECISION DIE FORMED HINGE PANS • 9” PITCH, 4” HIGH, 1/4” THICK PRECISION FORMED INTERLOCKING SIDE WINGS WELDED TO HINGE PAN • 1/4” X 2” PRECISION DIE FORMED SIDE BARS • SOLID BUSHINGS, HARDENED RC50-60 PRESS FIT INTO SIDEBARS • 3” DIAMETER SINGLE FLANGE ROLLERS • 3/4” DIAMETER THROUGH\ PIN CR1045 MATERIAL, ENDS MILLED, DRILLED FOR 1/4” DIA. COTTER PIN • .970 OD X .760 ID 1008 TUBING • COTTER PIN LOCKING STYLE • ANGLE CLEATS 1/4” X 3” X 4” ON 72” CENTERS • IMPACT SHOES 1” X 3” X 3” EVERY 2ND PITCH • REINFORCEMENT BAR EVERY OTHER PITCH • OPEN, STRUCTURAL STEEL CONSTRUCTION, COMPLETELY SHOP FITTED AND WELDED • ASCE 25# RAILS • SOLID METAL SIDE COVERS • INSPECTION PANELS-BOLTED CONSTRUCTION. • ELECTRIC/GRAVITY FEED CHAIN OILER • 1/4” SIDE SKIRTS 36” HIGH INCLINE AND UPPER HORIZONTAL 12” HIGH PIT SECTION • LOAD IMPACT BEAMS, 1 CENTERED FOR 48’ X 60” & 2 EQUALLY SPACED FOR 72” X 84’ 13 FOR 96” • ADJUSTABLE SUPPORTS • 3-7/16” DIA. HEAD SHAFT AND 2-15/16” DIA. TAIL SHAFT C1045, MACHINED ALIGNMENT • 6 TOOTH SPROCKET, 9” PITCH, 18” PITCH DIA., MACHINED ALIGNMENT 128 REB1 Bale Weight - LBS TPH Bales per Hour REB2 - 150 Bale Weight - LBS TPH Bales per Hour OCC 1500 7.5 10 OCC 1550 17 22 ONP 1600 14 18 ONP 1650 28 34 MIX PAPER 1550 12 15 MIX PAPER 1600 26 33 PET 1250 5 8 PET 1400 8 11 NATURAL 1300 5 8 NATURAL 1600 8 10 MIX PLASTIC 1300 5 8 MIX PLASTIC 1500 8 11 ALUM CANS 1100 5 9 ALUM CANS 1200 10 17 STEEL CANS 1900 9 9 STEEL CANS 2000 13.5 14 Aluminum extrusions 1325 6 9 Aluminum extrusions 1400 9 13 Aluminum siding 1850 5 5 Aluminum siding 1900 8 8 Aluminum radiators 1700 7 8 Aluminum radiators 1800 10 11 Copper radiators 2800 9 6 Copper radiators 3300 14 8 Insulated copper wire 3800 12 6 Insulated copper wire 4000 20 10 Bright & shiny 4300 12 6 Bright & shiny 5000 20 8 Copper tubing 1450 8 11 Copper tubing 1600 11 14 Solid waste 2000 17 17 Solid waste 2450 36 29 REB 2 - 250 Bale Weight - LBS TPH Bales per Hour REB 4 - 250 Bale Weight - LBS TPH Bales per Hour OCC 1550 22 28 OCC 1550 27 35 ONP 1650 34 41 ONP 1650 40 48 MIX PAPER 1600 32 40 MIX PAPER 1600 38 48 PET 1400 10 14 PET 1400 15 21 NATURAL 1600 10 13 NATURAL 1600 15 19 MIX PLASTIC 1500 10 13 MIX PLASTIC 1500 15 20 ALUM CANS 1200 12 20 ALUM CANS 1200 18 30 STEEL CANS 2000 18 18 STEEL Cans 2000 21 21 Aluminum extrusions 1400 12 17 Aluminum extrusions 1400 14 20 Aluminum siding 1900 10 11 Aluminum siding 1900 12 13 Aluminum radiators 1800 13 14 Aluminum radiators 1800 15 17 Copper radiators 3300 16 10 Copper radiators 3300 18 11 Insulated copper wire 4000 25 13 Insulated Copper Wire 4000 28 14 Bright & shiny 5000 25 10 Bright & shiny 5000 27 11 Copper tubing 1600 14 18 Copper Tubing 1600 16 20 Solid waste 2450 43 35 Solid Wasste 2450 53 43 129 Harris Balers 130 131 132 133 134 135 136 137 © 2025 HDR, all rights reserved. Resource Recovery and Recycling Campus (R3C) Conceptual Design and Financial Analysis Results June 24th, 2025 138 Concept Overview 3 Cost Estimate and Next Steps 1 Introduction & Background Sizing and Design Analysis2 Important Details and Questions •High Level – conceptual design and layout •Conservative cost estimates •Alignment with Council’s expectations to provide solid waste service 139 1 Introduction and Background SE 5th Street Dayton Avenue Freel Drive 140 Transition away from waste-to-energy. Develop a facility for the receiving of municipal solid waste and recycling. Consolidate materials and process for transfer to a landfill for disposal. Prioritize waste diversion and fiscal responsibility Ames Resource Recovery and Recycling Campus Background 141 Population 2025 2045 142 Material Proportion Paper 22% Plastic 16% Wood 12%C&D 5% Organic 16% Bulky 7% Glass 1% Metals 6% Textiles 3% Desirable 2% Undesirable 4%Grit 6% MATERIAL PROPORTION Of those 78,716 tons of waste… 143 9.5 Acres Side yard setback: 10’ ft Road setback: 40’ ft Setback for yard waste: 50’ ft Separation of commercial traffic from residential traffic Site Layout 2 Sizing and Design Analysis 144 Site Layout 2 Sizing and Design Analysis Image courtesy of Neel-Shaffer 145 Design Overview Transfer Station and Tipping Floor 146 Design Overview Transfer Station and Tipping Floor Municipal Solid Waste Assumed maximum conditions Unshredded and shredded areas combine Max tipping floor space (calculated) 2.08 days – 2025 1.54 days 2045 147 Travel Time and Trips 303 tons of waste delivered to Carroll County Landfill per day by 2045 2-3 trips per day o 4-6 transfer trailers operating Seasonal variance Round trip time of 3.1 hours o Accounts for loading and dropping off o Total operation time of 6.2-9.3 hours/day 148 Design Overview Transfer Station and Tipping Floor - Recyclables 149 Design Overview Yard Waste Yard Waste Area: 385’ x 190’ About 1818 tons of yard waste per year expected by 2045 150 Office and Education Building o Hallways: 4-ft wide o 5x Offices: 12’x10’ o Server Room: 10’x10’ o Utility Room: 12’x10’ o Breakroom: 20’x12’ o Bathrooms with Showers: 20’x12’ o Public Bathroom 7’x9’ o Education Room: 50’x30’ o Maintenance Area: 50’x46’ Parking for staff and visitors (20 spots) Observation window Office and Parking 151 Smaller size o 1 Scale attendant Opportunity for reduced cost o Trailer o No initial outbound scale o Automation Scale House 152 Small portable building (keeping current) o Potential for additional building in the future Separate building reduces cost because of the nature of materials HHM Dimensions: 50’ x 30’ Household Hazardous Materials 153 Design Overview Recycling Area . Recycling Area Dimensions: 107.5’ x 30’ (Canopy over the area) 1. Paper 2. Plastic 3. Oil, waste container 4. Clothing and Shoes 5. Food Waste Diversion 6. Tires 7. Appliances 8. Carboard 9. Glass 10. Metals 154 Design Overview Indoor Recycling Area TVs & Monitors 5 separate containers Fluorescent Bulbs Batteries 155 3 Cost Estimate and Next Steps 156 Cost Estimating Current Tipping Fee = $75 per ton Financial model places emphasis on the tipping fee. Per Capita rate remains at $10.50 Pay as you throw Construction and Demolition (C+D) tipping fees set to $120 per ton in the model. Revenue Requirement Calculations 2026$* Total Revenues (Excl. Tipping Fees)$30,874,675 Total Expenditures $103,932,763 Revenue Requirement $73,058,088 Total Tonnages 789,244 Break Even Tipping Fee (2027$/ton)$95.11 * unless otherwise stated 157 Cost Estimating Key Assumptions / Inputs Value Year New Tip Fees Implemented 2028 Current Tipping Fee (Non-C&D)$75.00 Break Even Tipping Fee (2028$/ton)$97.73 Percent Increase 30% Increase in Tipping Fee Rate per Period (Non-C&D)3% Year 2026 2027 2032 2037 2042 2047 Tipping Fee ($/ton)$75.0 $95.1 $108.9 $124.8 $142.9 $163.6 $75.0 $95.1 $97.7 $100.4$103.2$106.0$108.9$111.9$115.0$118.2$121.4$124.8$128.2$131.7$135.3$139.1$142.9$146.8$150.8$155.0$159.3$163.6 $0.0 $20.0 $40.0 $60.0 $80.0 $100.0 $120.0 $140.0 $160.0 $180.0 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 2045 2046 2047 MSW Tipping Fee ($/ton) 158 Cost Estimating Year 2026 2030 2035 2040 2045 Minimum Reserve Fund Required $1.2 $1.3 $1.5 $1.7 $1.9 Reserve Fund Balance - End of Year $1.1 $1.3 $1.6 $1.8 $2.1 $0.0 $0.5 $1.0 $1.5 $2.0 $2.5 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 2045 2046 2047 Reserve Fund Balance, $ millions Cash on Hand Minimum Reserve Fund Required Reserve Fund Assumptions / Inputs Value Starting Balance of Reserve Fund - 2026 Ending $1,100,000 Prudent Reserve (% of Annual OPEX)20% Number of Years to Reach the Minimum Balance 5 Interest Rate on Reserve Funds 3.75% 159 Cost Estimating - Construction Task Cost* 0. Property Purchase (included in financial model)$0 I. SITEWORK – CLEARING AND GRUBBING $64,000 II. SITEWORK – NEW CONSTRUCTION $2,456,000 III. TRANSFER BUILDING $3,341,000 III.A. Equipment- Shredder, Magnet, & Eddy Current Separator^$1,185,000 IV. OFFICE BUILDING AND RECYCLING AREA $1,253,000 V. SCALE HOUSE AND SCALES $720,000 DESIGN, PERMITTING, & CONSTRUCTION INSPECTION#$1,222,470 CONTINGENCY (20%)$1,804,000 TOTAL CAPITAL COST $12,045,470 * Costs reflect the total cost of the facility. Costs in the rate analysis are adjusted by multiplying by a factor of 0.9 to capture the MSW portion of the facility. ^ Equipment costs are adjusted based on the potential to reuse some equipment from site. #Permitting costs are adjusted based on guidance from the City. 160 Next Steps Design Development o Bid documents 2026 Construction Open R3C Facility in Spring 2027 161 Other Important Information •Agreement with Carroll County Solid Waste Commission – July 8th City Council Meeting •Closing date on Freel Drive properties – July 18, 2025 •Partner agencies 28E agreements •Curbside recycling Questions for City Council •Alignment with Council’s expectations •Services Provided •Fee Structure 162