FINAL REPORT
Scholl Canyon Landfill Wasteshed Study
and 2025 Post Closure Maintenance
Cost Estimates
City of Glendale
Department of Public Works
633 E. Broadway, Room 205
Glendale, CA 91206
438 S. Marengo Avenue
Pasadena, CA 91101
626-322-3823
01225035.00 | September 11, 2025
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Table of Contents
Section Page
Executive Summary ............................................................................................................................... 1
1.0 Introduction .................................................................................................................................. 3
2.0 Hauler Survey and Discussions ................................................................................................... 3
2.1 Disposal Data ........................................................................................................................... 4
2.2 Other Regional Landfills .......................................................................................................... 5
2.3 Waste Hauler Data ................................................................................................................... 5
2.4 Haul Routes .............................................................................................................................. 7
3.0 Tonnage Scenario Analysis ......................................................................................................... 8
3.1 Background and Objectives ..................................................................................................... 8
3.2 Source Data and Assumptions ................................................................................................ 8
3.2.1 Source Data ................................................................................................................. 8 Tonnage Data .............................................................................................................. 8 Financial Data .............................................................................................................. 8
3.2.2 Assumptions ................................................................................................................ 9 Incoming Tonnage ....................................................................................................... 9 Revenues ..................................................................................................................... 9 Expenses 9
3.3 Analysis .................................................................................................................................. 10
3.3.1 Price Elasticity Assessment ..................................................................................... 10
3.3.2 Closure Timeline ....................................................................................................... 11
3.3.3 Net Revenue Requirement from Haulers’ Tonnage ............................................... 12
3.3.4 Tipping Fee Discount ................................................................................................ 13
4.0 Scholl Canyon Landfill Closure Potential Haul Routes ............................................................18
5.0 Expansion of Scholl Canyon Landfill .........................................................................................21
6.0 Wasteshed Analysis Conclusions and Recomendations .........................................................22
7.0 CEQA Environmental Information Form ....................................................................................22
8.0 Post-Closure Maintenance Cost ...............................................................................................23
8.1 Site Background .................................................................................................................... 23
8.2 Scope of Work ........................................................................................................................ 24
8.3 2025 Post-Closure Maintenance Cost Estimate Methodology ........................................... 24
8.4 2025 Post Closure Maintenance Cost Estimate Summary ................................................ 25
8.5 Post Closure End Use ............................................................................................................ 25 Exhibits
Exhibit 1. Potential Haul Routes ........................................................................................................... 7 Exhibit 2. Athens Services Potential Haul Route .............................................................................. 18 Exhibit 3. NASA Services Potential Haul Route ................................................................................. 19 Exhibit 4. Republic Services Potential Haul Routes ......................................................................... 20 Exhibit 5. UWS Potential Haul Routes ............................................................................................... 21
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Tables
Table 1. Summary of Scenarios .......................................................................................................... 2 Table 2. Wasteshed and Non-Wasteshed Study Jurisdictions ......................................................... 4 Table 3. Jurisdiction Disposal by Landfill (2024 MSW tons) ............................................................ 4 Table 4. Jurisdiction Disposal by Landfill (2024 MSW tons) ............................................................ 5 Table 5. Hauler Preferred Tip Fees .................................................................................................. 10 Table 6. Hauler Preferred Tip Fees .................................................................................................. 10 Table 7. Hauler Tonnages ................................................................................................................ 11 Table 8. Closure Timeline Scenarios ............................................................................................... 12 Table 9. Status Quo Expenses ......................................................................................................... 12 Table 10. Additional Tonnage - Expense per Ton ............................................................................. 13 Table 11. Scenario 1: 10% Discount to All ........................................................................................ 14 Table 12. Scenario 2: 15% Discount to All ........................................................................................ 15 Table 13. Scenario 3: 20% Discount to All ........................................................................................ 16 Table 14. Annual Net Revenues for Scenarios ................................................................................. 17 Table 15. Post-Closure Maintenance Costs for Scholl Canyon Landfill........................................... 25
Attachments
Attachment A Environmental Information Form
Attachment B 2025 Post-closure maintenance cost estimate
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1 EXECUTIVE SUMMARY
The Scholl Canyon Landfill (SCLF) is approaching its capacity, and closure operations are expected to begin within the next five years. The City of Glendale (City) desires to close the SCLF as soon as possible, however over the last few years the amount of incoming tonnage has declined to one fourth of the permitted (3,400 tons per day) capacity. In 1987, the City passed an ordinance establishing a restricted wasteshed for the SCLF, meaning only solid waste generated from specific cities and Los Angeles County unincorporated areas could be disposed at the facility.
At this time, the City is considering the feasibility of opening the SCLF wasteshed to increase the daily incoming tonnage up to its permitted capacity. To accelerate the closure timeline of the SCLF, the City seeks to find ways to incentivize haulers to deliver more of their waste to the SCLF instead of other nearby disposal facilities.
The objectives of the study were to:
• Assess the interest of regional haulers in bringing waste to the SCLF • Identify tip ranges that haulers would find attractive to bring waste the SCLF. • Test several tonnage and tipping fee scenarios to determine financial feasibility of discounted tipping fees.
• Determine how much the SCLF’s closure timeline could be accelerated based on the tonnage in each scenario.
Several regional haulers were contacted during the course of the study. Most of the haulers indicated interest in bringing waste to the SCLF, including waste from within the restricted wasteshed, as well as waste from outside the wasteshed. The haulers indicated tip fee ranges between $50-$85/ton would be attractive for bringing waste to the SCLF.
Using data from the City on existing tonnage and capital and operational expenses, as well as the information from haulers on the quantities of waste they could potentially send to the facility, several tonnage and tipping fee scenarios were tested to determine financial feasibility of discounted tipping fees. These scenarios were also used to determine how much the SCLF’s closure timeline could be accelerated based on the tonnage in each scenario.
The results of the study indicate that accepting additional tonnage from inside the wasteshed will reduce the timeline for closure of the landfill to 33 – 36 months/2.8 – 3 years, while accepting available tonnage from outside the wasteshed will reduce the timeline for closure of the landfill to 20 – 33 months/1.7 – 2.8 years. At the maximum permitted capacity of 3,400 TPD, the landfill would close in 12 months/1 year.
It is recommended the City consider offering the haulers a discounted tipping fee for the additional waste coming to the SCLF. Any discount in the range of 10%-20% will generate net cash flow for the SCLF while incentivizing haulers to direct more waste towards the SCLF. Greater discounts for haulers better incentivize them to redirect waste to Scholl Canyon.
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2 Based on the assumptions of the analysis, the status quo annual net revenue of the landfill is about $93,000, and accepting available waste from inside the wasteshed with a 10% discount to all parties would revise that figure to range from approximately $574,000 – $1.9 million per year. The net revenues and landfill closure acceleration timelines for accepting both in-wasteshed and outside- wasteshed waste for each of the discount scenarios are shown in Table 1.
Table 1. Summary of Scenarios *
Status Quo (Jan 2024 - December 2024)
Tonnage 267,091
Net Revenue 93,712$
Landfill Closure Timeline (years) 4.1 - 4.9
Inside Wasteshed
Scenario 1 Scenario 2 Scenario 3
Discount 10% 15% 20%
Expected Tonnage Range (ton/year) 314,532 - 337,548 338,292 - 364,092 365,400 - 395,004 Estimated Annual Net Revenue ($) 573,828 - 1,963,872 394,152 - 1,829,172 157,848 - 1,663,164 Landfill Closure Timeline (years) 3 - 3.3 2.8 - 3 2.6 - 2.8 Inside and Outside Wasteshed
Scenario 1 Scenario 2 Scenario 3
Discount 10% 15% 20%
Expected Tonnage Range (ton/year) 370,572 - 443,064 437,220 - 521,220 517,080 - 613,608 Estimated Annual Net Revenue ($) 3,958,308 - 8,336,400 5,896,608 - 10,568,784 7,870,488 - 12,778,728 Landfill Closure Timeline (years) 2.3 - 2.8 2 - 2.3 1.7 - 2 * The landfill’s operating and compliance costs currently absorb nearly all disposal fee income, leaving minimal net revenue. Offering a modest discount could increase waste intake, and although each ton yields slightly less revenue, the added volume spreads costs more efficiently and each incremental ton remains profitable. This approach enhances overall net revenue and shortens the closure timeline.
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3 1.0 INTRODUCTION
The City of Glendale (City) engaged SCS Engineers (SCS) to conduct a study of the feasibility of opening the Scholl Canyon SCLF (SCLF) wasteshed to increase the daily tonnage so the projected closure date of the SCLF wouldn’t be delayed. The City also requested SCS to prepare a CEQA Analysis in relation to opening the wasteshed
The SCLF first opened in 1961 as an unrestricted regional SCLF. In 1987, Glendale passed an ordinance establishing a restricted wasteshed for SCLF, meaning only solid waste generated from the following areas would be accepted at the SCLF: Glendale, Pasadena, La Cañada Flintridge, South Pasadena, San Marino, Sierra Madre and portions of Los Angeles County.
The City of Glendale entered into a Joint Powers Agreement (JPA) with the Los Angeles County Sanitation District and Los Angeles County to establish and operate the Scholl Canyon Landfill. The JPA establishes the relationship between the entities as it relates to the SCLF, including methods for establishing the rates (tip fees) to be charged for the disposal of refuse at the SCLF. SCLF is permitted to accept 3,400 tons per day (TPD) of waste. There is about 1.0 million tons of remaining capacity. If the SCLF received its daily capacity of incoming waste, it is estimated that the SCLF would reach capacity in one year.
There have been four rate increases in the last few years. Three years ago, the facility was receiving approximately 1,400 – 1,500 TPD. In 2023, LA County Sanitation Districts increased the tipping fee to $95.46/ton. Incoming tonnage fell following the last tip fee increase. The SCLF is currently receiving about 730 TPD. At 750 TPD, closure would be 2029. At 850 TPD, closure is estimated for November 2028. Therefore, the City is looking to attract more waste and possibly open up the wasteshed to maximize the use of the site in the shortest time possible.
In order to determine the feasibility of opening up the SCLF wasteshed, the following tasks were performed by SCS:
1. Conduct Hauler Survey and Discussions
2. Perform Rate Evaluation
3. Prepare CEQA Environmental Information Form
2.0 HAULER SURVEY AND DISCUSSIONS
The decision by a hauler to use the SCLF can depend on several factors, including travel distance, tipping fee, and services. SCS began by contacting select haulers operating inside and outside of the SCLF wasteshed to understand their current business practices (e.g., service area, contracts, current tonnage collected, projected growth, and disposition of collected waste). SCS also collected data on factors such as price sensitivity, services, alternatives, or other logistical concerns that could provide insight into where there may be opportunities to gain market share if the SCLF wasteshed is expanded. This analysis includes different types of haulers, including large waste management companies and some smaller haulers. No municipal service providers were contacted.
During the discussions with the haulers, we attempted to identify collaborative solutions, such as long-term contracts or discounts for higher volumes, that haulers outside of the wasteshed may find attractive and could provide an incentive to use the SCLF if the wasteshed is extended. We also sought information on the ranges of tipping fees that haulers would find attractive and could provide an incentive to use the SCLF if the wasteshed is extended.
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4 2.1 DISPOSAL DATA
In order to identify the haulers that would be most likely to utilize the SCLF if the wasteshed was open, SCS reviewed waste disposal data from CalRecycle and Los Angeles County Public Works. We also researched disposal data for jurisdictions in the wasteshed. We researched 2024 disposal data for the jurisdictions shown in Table 2.
Table 2. Wasteshed and Non-Wasteshed Study Jurisdictions Jurisdictions Outside of Wasteshed Jurisdictions in Wasteshed Alhambra Pasadena
Burbank San Marino
City of Los Angeles Sierra Madre
Los Angeles County unincorporated areas South Pasadena Monterey Park
Rosemead
Temple City
A summary of the municipal solid waste (MSW) disposal information by jurisdiction and landfill is shown in Table 3. The purpose of this research was to gather information on the competing landfills in the region. This included an evaluation of the tipping fees, distance, and additional costs haulers may incur (e.g., fuel, labor). From this initial research, we identified potential haulers that might be interested in utilizing the SCLF if the wasteshed was open, and if they were serving jurisdictions in the wasteshed, to understand why they were not using the SCLF.
Table 3. Jurisdiction Disposal by Landfill (2024 MSW tons)
Jurisdiction
Antelope
Valley
Recycling
and Disposal
Facility
(Palmdale)
Calabasas
Landfill
(Calabasas)
Lancaster
Landfill
(Lancaster)
Scholl
Canyon
Landfill
(Glendale)
Sunshine
Canyon
Landfill
(Sylmar)
ALHAMBRA 10.02 0.03 52,089.63
BURBANK 6,619.71 152.78 3,115.12
GLENDALE 210.78 8.11 72,216.55 5,842.87
LA CANADA
FLINTRIDGE
355.42 5.58 2,172.90 2,792.40
LOS ANGELES 162,928.21 51,819.48 3,590.99 1,478.44 1,515,445.52
LOS ANGELES
COUNTY UNINC.
52,115.67 31,951.45 8,868.51 11,129.13 160,742.96
MONTEREY PARK 13.13 0.19 1,184.47
PASADENA 141.08 56.18 84,848.11 9,429.93
ROSEMEAD 23.66 0.55 28,687.49
SAN MARINO 1.77 0.75 960.60 8.62
SIERRA MADRE 548.43 1.87
SOUTH PASADENA 5.31 1.95 1,960.76 2.00
TEMPLE CITY 51.09 1.60 0.92
TOTAL 222,475.85 83,770.93 12,687.22 175,314.92 1,779,343.80
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5 2.2 OTHER REGIONAL LANDFILLS
As part of this effort, we also gathered information on the other landfills in the region, with emphasis on those landfills the subject haulers utilize. This included information on tipping fees, distance, and additional costs haulers may incur (e.g., fuel, labor). Table 4 includes this information on the landfill tipping fees and distance from Scholl Canyon.
Table 4. Jurisdiction Disposal by Landfill (2024 MSW tons) Landfill Owner MSW Tipping Fee*
($/ton)
Distance to Scholl
Canyon Landfill
(miles)
Antelope Valley Recycling and
Disposal Facility (Palmdale) WM $ 115.80 - $127.65 65 Calabasas Landfill (Calabasas)
LA County
Sanitation
Districts
$ 75.40 32
Lancaster Landfill (Lancaster) WM $ 121.06 - $137.65 80 Mid-Valley Landfill (Rialto)
San
Bernardino
County
$ 61.49 48
Scholl Canyon Landfill
(Glendale)
LA County
Sanitation
Districts/City
of Glendale
$ 95.46 N/A
Simi Valley Landfill and
Recycling Center (Simi Valley) WM $87.45 39
Sunshine Canyon Landfill
(Sylmar)
Republic
Services
$ 120.00 24
*Posted gate rate; varies, depending on residential vs. commercial waste
2.3 WASTE HAULER DATA
SCS used the disposal information to gain insights into the business practices of various haulers operating outside the SCLF wasteshed, and issues that may influence their decision to use, or not use, the SCLF if the wasteshed is opened. Based on the results of the initial research, we surveyed and conducted discussions with five of the major private haulers that serve the region:
1. Athens Services
2. NASA Services
3. Republic Services
4. Universal Waste Systems (UWS)
5. WM
The survey and discussions centered on the following topics:
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6 • Whether the haulers use SCLF presently, and if they do, what factors influence their decision to use the SCLF.
• If they don’t presently use SCLF, would they bring waste there if the wasteshed was opened.
• How much additional tonnage would they bring there.
• What would make SCLF a more attractive option for their operations. • What tipping fee range would make SCLF attractive for their business.
The following are summaries of the responses received from the five haulers interviewed for the study.
Athens Services
Athens Services provides residential and commercial collection services in the wasteshed cities of Glendale, La Canada Flintridge, Pasadena, San Marino (as of May 31, 2025, they will no longer service San Marino), Sierra Madre and South Pasadena. Athens presently disposes of approximately 1,700 tons per month at the SCLF from the wasteshed cities. They currently pay $95.46/ton for waste disposed of at SCLF. Athens would be able to bring an additional 3,000 to 4,000 tons per month to SCLF from the wasteshed cities. The analysis will assume an additional 3,500 tons per month. This consists primarily of residual waste that is processed at Athens Materials Recovery Facility. The waste is presently disposed in San Bernardino County. Athens also has an additional 10,000 TPM of residual waste from cities outside of the wasteshed. This waste is presently disposed in Orange County landfills. Athens is willing to commit to bringing the waste to SCLF. The waste would be brought in transfer vehicles using compressed natural gas (CNG). Using a transfer truck replaces three to four collection trucks, significantly reducing the number of heavy vehicles accessing the SCLF. Athens indicates a tipping fee in the mid $50’s/ton would be attractive for disposing at SCLF.
NASA Services
NASA Services provides residential and commercial collection services in the wasteshed cities of Glendale and La Canada Flintridge. They presently dispose of approximately 500 TPM at SCLF from La Canada Flintridge. When they were selected as one of the four commercial franchise haulers for the City of Glendale, they were directed by the City to not dispose of waste at SCLF. They collect and dispose of approximately 1,500 TPM of Glendale waste at other regional landfills. They pay approximately $90/ton to dispose of that waste. NASA Services has approximately 2,000 TPM of wasteshed city waste they could bring to SCLF. A tipping fee in the high $80’s/ton would be attractive for disposing at SCLF.
Republic Services
Republic Services provides residential and commercial collection services in the wasteshed cities of La Canada Flintridge and Pasadena. Approximately 15,000 tons per year, or 1,250 TPM of the waste is disposed at Sunshine Canyon landfill in Sylmar, owned and operated by Republic Services. If the SCLF wasteshed was opened, Republic could bring 3,000 tons per year, or 250 TPM of waste from the City of Los Angeles and other cities, from their South LA transfer station. A tipping fee of $55- $57/ton would be attractive for disposing at SCLF.
Universal Waste Systems
Universal Waste Systems (UWS) provides commercial collection services in the wasteshed city of Pasadena and Los Angeles County unincorporated area Altadena. They have approximately 300-350 tons per day from the wasteshed area that they presently do not dispose of at SCLF due to the tipping fee. They could direct haul 200 TPD to SCLF from Altadena. If the wasteshed was opened,
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7 they also have approximately 10,000 TPM of waste from NE City of Los Angeles (RecycLA) that they could haul to SCLF. A rate of $50-$60/ton would be attractive for disposing at SCLF.
WM
WM does not provide collection services in the wasteshed and has no direct haul in the area. They utilize Puente Hills transfer station and the Brea landfill in Orange County for waste collected in the region. The rates for these facilities range from the high $60’s to $70/ton.
2.4 HAUL ROUTES
Using the information provided by the haulers, we have mapped routes for waste that could potentially be brought to the SCLF. This information is shown on Exhibit 1. The haul routes for Republic Services, UWS and Athens Services represent the origin of waste from the haulers’ transfer station to SCLF. For NASA Services, the haul route represents the route from the centroid of NASA’s zone in the City of Glendale to SCLF.
Exhibit 1. Potential Haul Routes
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8 3.0 TONNAGE SCENARIO ANALYSIS
3.1 BACKGROUND AND OBJECTIVES
The SCLF is approaching its capacity, and it expects to begin closure operations within the next four years. The City wants to close the SCLF as soon as possible, but in recent years, tonnage coming into the SCLF has decreased markedly. In 2023, the SCLF received approximately 1,000 tons of waste per day, but that number has since dwindled to approximately 750 tons per day. This has resulted in lower tipping fee revenues and an extended timeline for closure of the SCLF.
The SCLF has approximately 1.0 million tons of remaining capacity and, at current levels, would remain open for another four years. To accelerate the closure timeline of the SCLF, the City seeks to find ways to incentivize haulers to deliver more of their waste to the SCLF instead of other nearby disposal facilities, up to its permitted waste acceptance level of 3,400 tons per day.
The objectives of the tonnage scenario analysis were to:
• Test several tonnage and tipping fee scenarios to determine financial feasibility of discounted tipping fees.
• Determine how much the SCLF’s closure timeline could be accelerated based on the tonnage in each scenario.
3.2 SOURCE DATA AND ASSUMPTIONS
3.2.1 Source Data
Following a meeting with City staff who provided knowledge of current issues and historical context, SCS requested a range of data for accurate financial modelling. City staff provided SCS with the following:
Tonnage Data
The City provided tonnage data for waste coming into the SCLF on a monthly basis ranging from April 2023 through March 2025. The City also confirmed the current incoming tonnage from Athens Services is approximately 1,700 tons per month, with the other haulers contributing approximately 4,200 tons per month combined.
A survey conducted by SCS provided data regarding haulers’ available tonnage data both inside and outside the wasteshed. The survey also noted the respondents’ preferred tipping fees to redirect their waste to the SCLF.
Financial Data
The City provided the SCLF’s monthly financial data ranging from April 2023 through March 2025.
These data include:
• Revenues
• Expenses
o Operations & Maintenance (OpEx)
o Capital Outlay (CapEx)
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9 • Net Available Cash
• Closure Reserves
The City also provided a trial balance as of June 30, 2024, and annual revenue and expense actuals for fiscal year 2022 through fiscal year 2025.
3.2.2 Assumptions
All assumptions reflected in the study were discussed with City staff.
Incoming Tonnage
The assumed inbound tonnage per month is the average of the tonnage input values for January 2024 through March 2025, or approximately 22,500 tons/month. This range was chosen as the assumption because the SCLF saw a steep drop-off in incoming tonnage over the course of 2023, and the tonnage input values leveled out at the beginning of 2024.
A large portion of the current incoming tonnage comes from four major haulers:
• Athens Services
• NASA Services
• Republic Services
• Universal Waste Systems
As discussed above, the assumed tonnage from Athens Services is 1,700 tons per month, with approximately 4,200 tons coming from the other haulers noted above. The tonnage data for these haulers is not available at the hauler level. The City had previously instructed NASA services to not dispose of waste at the SCLF, so it is assumed that Republic Services and United Waste Services each contribute one-half of those 4,200 tons. The remaining 16,600 tons come from other entities.
Since incoming tonnages have decreased so dramatically since early 2023 without changes in SCLF staffing or equipment, the City clarified that any increase in tonnage at the quantities discussed in this analysis would yield negligible differences in the OpEx associated with accepting that tonnage.
Revenues
The tipping fee for MSW at the SCLF is $95.46 per ton. Non-tipping fee revenues including Commodities, Miscellaneous, and Interest are assumed to be the average amount for each item ranging from January 2024 through December 2024, totaling approximately $47,300 per month.
Expenses
OpEx prior to the addition of any more tonnage is assumed to be the average of those values from January 2024 through March 2025, or approximately $20.9 million per year. Per City staff, capital spending during this time period was significantly higher than normal, some strategic capital spending has been completed, and any available excess fund balance for these initiatives has been depleted. CapEx is assumed to be $5.0 million per year.
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10 3.3 ANALYSIS
3.3.1 Price Elasticity Assessment
Several of the haulers responded to the survey conducted with a preferred tipping fee that may incentivize them to redirect more waste to the SCLF from other locations. Table 5 shows the preferred tipping fees of respondents and the percentage of the current tipping fee at SCLF.
Table 5. Hauler Preferred Tip Fees
Athens Services’, Republic Services’, and UWS’ desired tipping fees represent a 47% and 42% discount, respectively. NASA Services suggested that they would be encouraged to redirect waste with an 11% discount. To receive a larger amount of tonnage from haulers and to accelerate the closure schedule, particularly with their tonnage from outside the wasteshed, a more aggressive tipping fee discount may be required. Haulers may be incentivized to redirect their waste from other nearby facilities by lower tipping fees working in tandem with transportation costs relative to those facilities. Because the scenarios considered do not approach most of the haulers’ desired tipping fees, we assume that a portion of the available tonnage in and outside of the wasteshed would be redirected to SCLF.
To estimate the tonnage to be brought to the SCLF by each hauler in each scenario, we assumed that the more conservative estimate for the expected tonnage range depends upon the hauler’s preferred tipping fee relative to the discount offered for each scenario. The less conservative estimate for the tonnage range is that value plus 20%.
Table 6. Hauler Preferred Tip Fees
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11 3.3.2 Closure Timeline
The SCLF has a remaining capacity of approximately 1.0 million tons. Based on the average inbound tonnage to the SCLF over the period from January 2024 to March 2025, the anticipated incoming tonnage is approximately 22,500 tons per month. At the current rate of inbound tonnage, the SCLF will reach capacity in about 49-59 months. Based on the additional surveyed available tonnage that the haulers could bring into the SCLF, in-wasteshed monthly tonnage for Scenario 1 could be 5,629 tons, Scenario 2 could yield 7,841 tons, and as many as 10,417 tons could come from Scenario 3.
Further, when considering the potential waste from outside the wasteshed, a range from about 12,600 to 18,200 tons per month could be brought to SCLF. This breakdown can be found in Table
7. Table 7. Hauler Tonnages
If the haulers bring in available tonnage from inside the wasteshed, the closure schedule would move from closing in late 2028 to late 2027 to early 2028. Further, adding waste from outside the wasteshed could accelerate that timeline to late 2026. Table 8 below shows the number of months remaining before SCLF’s capacity is reached when accepting additional inside-wasteshed waste and outside-wasteshed waste. Similarly, it shows the months to capacity if the SCLF were to reach its maximum permitted tons per day.
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12 Table 8. Closure Timeline Scenarios
3.3.3 Net Revenue Requirement from Haulers’ Tonnage
Currently, the SCLF spends approximately $20.9 million per year on OpEx, and expects to spend about $5.0 million in CapEx per year going forward, or a cost of approximately $95.85 per ton (Table 9).
Table 9. Status Quo Expenses
Because of the significant reduction in tonnage brought into the SCLF since 2023, there is ample operational capacity to accept additional tonnage without incurring a linear expense that increases operation and capital expenses at the same rate as the existing tonnage on a per ton basis. Per discussions with City staff, these additional tons coming to the SCLF are assumed to incur marginal OpEx costs equal to 33% of the current OpEx per ton and generate no additional CapEx. This results in a total cost of $25.52 per ton to accept this additional waste (Table 10).
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13 Table 10. Additional Tonnage - Expense per Ton
3.3.4 Tipping Fee Discount
The haulers expect a tipping fee discount on all their tonnage coming to the SCLF in return for the additional tonnage. The City is considering a 10% - 20% discount and wants to test its financial sensitivity to these potential discounts. If the City offers haulers a discount, all tonnage would be discounted, not just the additional tonnage redirected to the SCLF. This would include approximately all of the current tons per month from all parties in addition to the new tonnage.
The following categorizations were made to calculate net revenues for each discount and tonnage scenario.
• Tonnage for the purposes of expenses is classified as “Existing Tonnage” or “New Tonnage”. • Tonnage for the purposes of revenues are classified by hauler, and tonnage from entities other than the four haulers is classified as “Minor Hauler Tonnage.” Three scenarios of discounts for the hauler’s tipping fees are compared where each multiplies the number of tons in each classification by its respective tipping fee or cost per ton and determines the net revenue to the SCLF for its discount and tonnage increase. Scenario 1 offers all parties a 10% discount on tipping fee. Scenario 2 offers 15%, and Scenario 3 gives a 20% discount. The anticipated monthly net revenues for each discount and tonnage scenario is shown in Tables 11, 12, and 13.
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14 Table 11. Scenario 1: 10% Discount to All
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15 Table 12. Scenario 2: 15% Discount to All
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16 Table 13. Scenario 3: 20% Discount to All
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17 As tonnage from the haulers increases, the total cost to accept the tonnage does as well. However, since the marginal cost to accept the additional tonnage is less than the current unit cost per ton, any of these discounts will generate positive cash flow for the SCLF. All scenarios are within the SCLF’s existing operational capacity such that all additional OpEx to process this tonnage has been stated to be negligible, so the marginal cost remains lower. This leaves the City with the ability to focus on negotiations that increase its total tonnage input to accomplish its goal of accelerating the SCLF’s closure timeline without significant concerns regarding significant effects on net revenue.
As the discount offered increases, so does the likelihood of the major haulers redirecting their available tonnage to SCLF. No discount would almost certainly result in failure to encourage the major haulers to send additional tonnage to Scholl Canyon and no change to net revenue nor closure schedule. The City’s priority for deciding on a potential discount should be to secure as many additional tons from within the wasteshed as possible.
The Scenario 2 15% discount would balance net revenue while still incentivizing the major haulers to send additional tonnage to the SCLF to accelerate the SCLF’s closure schedule. This option features a higher likelihood of securing additional waste than the Scenario 1 10% discount while potentially generating a significant increase in revenue. The Scenario 2 15% discount would yield between $394,000 to $1.8 million in net revenue per year if the expected available waste from inside the wasteshed can be redirected to SCLF, as opposed to between $158,000 and $1.7 million with the Scenario 3 20% discount. However, if a greater discount than that which Scenario 2 offers is needed to secure these additional tons, the Scenario 3 20% discount would be the best option for meeting the City’s goals of accelerating the closure schedule. Securing as many available tons as possible from within the wasteshed hastens the closure schedule from 49-59 months to a range of 31 – 39 months. Annual net revenues for each discount Scenario, assuming all available tons are brought into the SCLF, are found in Table 14.
Table 14. Annual Net Revenues for Scenarios
Scholl Canyon Wasteshed Study www.scsengineers.com
18 4.0 SCHOLL CANYON LANDFILL CLOSURE POTENTIAL HAUL
ROUTES
Following closure of the landfill, waste presently disposed at Scholl Canyon would be transported to other regional landfills. The City has requested SCS to develop maps of the potential routes the study haulers would utilize in lieu of SCLF. It is very difficult to predict where haulers would take waste if SCLF is closed and not available for disposal. The selection of a disposal site depends on a number of factors, including, but not limited to: tipping fee; distance from a transfer station or point of origin; daily capacity; and operating hours. SCS attempted to identify the options that the haulers may use, and have prepared maps of potential haul routes, included below as Exhibits 2-5.
Exhibit 2. Athens Services Potential Haul Route
Scholl Canyon Wasteshed Study www.scsengineers.com
19 Exhibit 3. NASA Services Potential Haul Route
Scholl Canyon Wasteshed Study www.scsengineers.com
20 Exhibit 4. Republic Services Potential Haul Routes
Scholl Canyon Wasteshed Study www.scsengineers.com
21 Exhibit 5. UWS Potential Haul Routes
5.0 EXPANSION OF SCHOLL CANYON LANDFILL
The City requested SCS to provide an estimated cost and timeline to expand the Scholl Canyon Landfill for an additional 10 million metric tons of waste. Developing such an estimate is difficult, as it depends on the number of acres, liner system, excavation, the number of landfill gas probes or wells, and necessary modifications to the existing system, etc. For the purposes of this request, we estimate construction of a 10-acre cell with 500,000 cubic yard excavation with standard composite liner and no major improvements to the drainage/GCCS/monitoring systems would cost approximately $12-$15 million. Other scope items could add another $20-$25 million to this estimate. Timeline estimates are also challenging, recent expansion projects we are aware of took five or more years to permit, so that would be at a minimum. The City has previously evaluated the
Scholl Canyon Wasteshed Study www.scsengineers.com
22 potential expansion of the landfill, and it is recommended the City utilize those previous studies to refine this estimate.
6.0 WASTESHED ANALYSIS CONCLUSIONS AND
RECOMMENDATIONS
The wasteshed study conclusions and recommendations are highlighted below:
• Four of the five haulers have indicated interest in bringing additional waste the SCLF, including waste from within the wasteshed and waste from outside the wasteshed. • The interested haulers propose tipping fees ranging from $50 to $85 per ton. • Accepting tonnage only from inside the wasteshed will reduce the timeline for closure of the landfill to 2.6 to 3.3 years.
• Accepting tonnage from outside the wasteshed also will reduce the timeline for closure of the landfill to 1.7 to 2.8 years.
• At the maximum permitted capacity of 3,400 TPD, the landfill would close in one year. • The City should consider offering the haulers a discounted tipping fee for the additional waste coming to the SCLF. Any discount in the range of 10%-20% will generate additional net cash flow for the SCLF while incentivizing haulers to direct more waste towards the SCLF • Electing a 10% discount provides the greatest net revenue and an accelerated closure schedule. If the expected available waste from inside the wasteshed is brought to the SCLF, annual net revenue would range from $574,000 and $1.9 million. With all expected available waste from outside the wasteshed, that figure would range from approximately $4 – $8.3 million.
As the City considers this negotiation with other haulers, the City should consider the level of additional tonnage it could accept within its existing operational capacity, as this marginal cost to accept waste will change at that point, and this analysis will need to be updated.
7.0 CEQA ENVIRONMENTAL INFORMATION FORM
The City’s Environmental Information Form (EIF) has been prepared to determine what further CEQA analysis, if any, will be necessary for the proposed project. The project considers bringing waste to the SCLF from within and outside the wasteshed. The SCLF first opened in 1961 as an unrestricted regional SCLF. In 1987, Glendale passed an ordinance establishing a restricted wasteshed for SCLF, meaning only solid waste generated from the following areas would be accepted at the SCLF:
Glendale, Pasadena, La Cañada Flintridge, South Pasadena, San Marino, Sierra Madre and portions of Los Angeles County. The facility is permitted to receive 3,400 tons per day of municipal solid waste.
The project will not increase the existing daily permitted capacity of the landfill, which is set at 3,400 tons per day. The routes of the potential waste, both from within and outside the wasteshed, are shown on Exhibit 1. All traffic would utilize the existing Scholl Canyon access route, which is the only access route to the landfill. Much of the waste that is proposed to be brought to the landfill would be transported from transfer stations using transfer vehicles that use compressed natural gas (CNG).
Using a transfer truck replaces three to four collection trucks, significantly reducing the number of
Scholl Canyon Wasteshed Study www.scsengineers.com
23 heavy vehicles accessing the SCLF. No potential adverse environmental impacts were identified in the EIF. The EIF is included as Attachment A.
8.0 POST-CLOSURE MAINTENANCE COSTS
The City retained SCS to conduct a cost assessment for replacing the currently permitted flexible membrane liner (FML) and a geosynthetic clay liner (GCL) composite cover system portion of the final cover system at SCLF with an engineered ET cover system. SCS was tasked with performing an evaluation of the regulatory documents, permit-level analysis, modeling to design the ET cover, and a cost assessment for the two (2) final cover systems.
The current closure cover system design for Scholl Canyon Landfill (SCLF) includes two distinct components. The landfill slopes are covered with an evapo-transpirative (ET) cover system, while the top deck of the main SCLF and four smaller areas—identified as Edison Arm, Kidney, Windy Canyon, and Ballfield—are covered with a composite system consisting of a flexible membrane liner (FML) and a geosynthetic clay liner (GCL). The City has expressed interest in replacing the FML/GCL composite cover of the main SCLF, which is to be closed in the near future, with an engineered ET cover system.
8.1 SITE BACKGROUND
SCLF is a Class III municipal solid waste disposal facility jointly owned by the City and the County of Los Angeles. It is operated by the Sanitation Districts under a Joint Powers Agreement (JPA) that formalizes the responsibilities and operational framework among the three entities. According to the 2021 Joint Technical Document (JTD), the landfill is permitted to accept up to 3,400 tons per day of non-hazardous municipal solid waste, exclusive of soil used for daily, intermediate, or final cover. The site is designed to reach a maximum elevation of 1,525 feet above mean sea level (AMSL), with the average top deck elevation projected to be approximately 1,500 feet AMSL.
The permitted facility boundary encompasses a total of 440 acres, which includes 314 acres of active landfill area within Scholl Canyon and 126 acres of the closed Northern Canyon area. The Northern Canyon, which was closed in 1975 and subsequently incorporated into a golf course operated by the City, is no longer used for waste disposal. Although the total acreage under landfill operations is 440 acres, the JPA specifically designates approximately 415 acres as part of the active and closed landfill boundary. Additionally, a separate easement agreement between the Sanitation Districts and Southern California Edison Company (SCE) allows for the use of an additional 25 acres near the eastern boundary of the site.
Landfilling operations at SCLF began in 1961 and initially included both SCLF and the adjacent Northern Canyon. Following the closure of the Northern Canyon in 1975, responsibility for post- closure maintenance of that area was transferred to the City. Since the closure occurred prior to the enactment of California Code of Regulations Title 27 (27CCR) post-closure requirements, the City is not obligated to provide financial assurance for the Northern Canyon. However, costs associated with landfill gas perimeter monitoring for the closed area have been incorporated into the Post-Closure Maintenance Cost Estimate, as detailed in Section 10.9 of the JTD, and included the Post-Closure Maintenance Cost that SCS has prepared in this report. Since 1975, landfilling activities have been confined to the SCLF portion of the site, and post-closure care responsibilities for this active area remain with the City under the terms of the JPA.
Scholl Canyon Wasteshed Study www.scsengineers.com
24 Per the March 2022 JTD, in the post-closure period, the Site is anticipated to be a parks and recreation facility or may house other solid waste management alternatives or other facilities.
Although the final end use of the Site has not yet been determined, the City has already developed a golf and tennis complex on the closed Northern Canyon adjacent to the active Scholl Canyon.
8.2 SCOPE OF WORK
Initially, the scope of work focused on comparing the post-closure care costs associated with the two cover systems. However, during the course of our review, SCS noted that documentation had already been submitted to the Regional Water Quality Control Board by Los Angeles County Sanitation Districts (LA San) indicating the City’s intent to install an ET cover on the main deck of the SCLF. As a result, the scope was modified to conduct a review of post-closure care costs for the entire site.
SCS conducted an initial review of the post -closure care cost estimates prepared by the LA San , as presented in the August 2021 JTD, revised in March 2022. During this review, several questions arose regarding the methodology and assumptions used in the preparation of those estimates. Following extensive discussions with the City, SCS was asked to prepare a new post-closure care cost estimate.
The methodology used to develop the revised cost estimate, along with supporting details and assumptions, is presented in the following section.
8.3 2025 POST-CLOSURE MAINTENANCE COST ESTIMATE
METHODOLOGY
SCS prepared the 2025 Post-Closure Maintenance Cost Estimate (2025 Estimate) Attachment B, based on our experience related to solid waste services. In the preparation of this cost estimate (Appendix A) , we relied upon our extensive experience in landfill and landfill gas systems design, construction, construction quality assurance services, operating, monitoring and reporting of landfill gas collection and control systems, water quality monitoring and reporting, and incorporated relevant information from the March 2022 JTD, including the 2022 Post -Closure Maintenance Cost Estimate (2022 Estimate) provided by LA San, (Appendix B) as needed.
The 2025 Estimate included updated costs for the following:
• Final Cover
• Landscape and Irrigation Systems
• Drainage System Operations, Maintenance and Reporting • Water Quality Monitoring & Liquids Control Systems
• Landfill Gas Monitoring & Control Systems
• Site Security
• Access Road and Support Facilities
• Site Administration
Line items were reviewed, and costs updated based on costs from relevant projects, SCS Fee Schedule, Los Angeles County rates, Gordian® 2025 RSMeans online data, subcontractor estimates and laboratory fees. Specific line items from the 2022 estimate were updated using a combination of current labor rates, equipment costs, inflation factors, and construction estimating standards to reflect 2025 dollars. These line items are identified in the 2025 Estimate. Labor costs were updated based on the 2025–2026 Caltrans Equipment Rates
(Appendix C) and the Los Angeles County
Scholl Canyon Wasteshed Study www.scsengineers.com
25 Salary List (Appendix D). A labor benefit factor of 1.918 was applied to base salaries to account for benefits.
Where possible, line-item costs related to post-closure maintenance activities were updated using Gordian® 2025 RSMeans online data for “Commercial New Construction” for Glendale, CA. This approach provides cost estimates that are in current 2025 dollars reflective local construction and labor market conditions. Where RSMeans data was not available or there was insufficient information in the 2022 March JTD to make revisions, the original line item costs from the 2022 Estimate (Appendix B) were updated by applying an inflation factor (IF), calculated based on the United States Bureau of Economic Analysis (BEA) Table 1.1.9 Implicit Price Deflators (IPD) for Gross Domestic Product (GDP). This method allows for a general adjustment to historical costs using a multiplier which is based on nationwide economic trends. The IF between 2022 and 2025 is calculated to be 1.08, which is calculated using by dividing the IPD for the 1 st quarter IPD for 2025
(127.423) by the Annual IPD for 2022 (118.026). The 1st quarter IPD for 2025 was used as the it is the most current IPD published by the BEA. The specific IF applied and the detailed calculations are provided in Appendix E.
2025 Cost estimates for Water Quality Monitoring & Liquids Control System and Landfill Gas Monitoring & Control Systems were estimated using current costs based on similar projects and 2022 Estimate using inflation factors. Detailed breakdown for these line items are provided in Appendix F and Appendix G respectively.
8.4 2025 POST CLOSURE MAINTENANCE COST ESTIMATE
SUMMARY
Table 1 below provides a summary of the PCM costs updated to 2025 dollars and Attachment A provides the details of the PCM estimate.
Table 15. Post-Closure Maintenance Costs for Scholl Canyon Landfill 2025 Post-Closure Maintenance Costs 2025 Costs
Annual Post-Closure Maintenance Costs $2,095,538.27
30-Year Total Post-Closure Maintenance Costs $62,866,148.11
8.5 POST CLOSURE END USE
In areas closed with a GCL system, acceptable end use activities should limit penetrating or stressing the synthetic barrier. Proposed penetrations must be reinforced and properly sealed with a combination of a GCL boot/collar, GCL layering, and/or loose granular bentonite to prevent the creation of preferential surface water flow pathways through the barrier. All proposed penetrations must be designed by a qualified engineer and approved by the Regional Water Quality Control Board. Examples of appropriate end uses over areas closed with a GCL include ballasted solar installations, passive recreation such as trails or picnic areas, and open-space habitat. These uses preserve the low-permeability function of the cover while complying with 40 Code of Federal Regulations (CFR) § 258.61 and
Scholl Canyon Wasteshed Study www.scsengineers.com
26 California Code of Regulations (27CCR) § 21140, which require that final covers support long-term containment, protect public health, and remain compatible with the approved post-closure land use.
For ET cover areas, end uses are less flexible as the soil–vegetation balance that governs infiltration control must be maintained. Wildlife habitat, interpretive trails, and low-impact solar facilities may be appropriate if compaction is minimized, drainage patterns remain intact, and vegetation is maintained. In general, uses that require penetrations through the ET cover are prohibited as there is no mechanism for completely sealing the penetration, thus compromising the barrier. Consistent with 40 CFR § 258.60(b) and 27CCR § 21190, post-closure uses must not impair the cover’s performance, compromise landfill gas or drainage systems, or increase infiltration. Any proposed use beyond open space requires review and approval by the Enforcement Agency, Regional Water Quality Control Board, and other agencies. Proposed end uses will need to account for these factors along with provisions for settlement management and long-term maintenance.
Scholl Canyon Wasteshed Study www.scsengineers.com
27 Attachment A
Environmental Information Form
D-88 (Rev 11/2008)
Type of Project: Planner: Date:
Project Address:
FEES:
$
$
EIF Filing Fee
EIR Contract Preparation Fee
EXHIBITS:
Each exhibit must be clearly readable and labeled with the project title, exhibit title, address, and scale map with north arrow, in applicable. All exhibits become the sole property of the City of Glendale and are part of the permanent public record.
A. APPLICATIONS:
Environmental Information Form (EIF): Ten (10) copies of this form, with complete answers to all applicable que stions. Answers must be typewritten or printed neatly, and ORIGNIAL SIGNITURES (not copies) for the owner’s affidavit, applicant’s affidavit, and conflict of interest statement must appear on at least one copy. Photocopies of the form are acceptable.
O ne (1) copy of application for
Photocopies are acceptable.
B. EXHIBITS TO BE PREPARED ON CITY BASE MAPS:
B
ase maps 1” = 100’ and 1” = 200’ scale are available at the Engineering Section, 633 East Broadway, Room 204, (818) 54
8-3645
L ocation Map: Ten (10) photocopies of an 8 ½ x 11 inch location map at a scale of 1” = 200’. Site location must be clearly identified and the map must show surrounding streets and properties within 300 feet of the subject property.
La nd Use Map: One (1) original or photocopy map at a scale of 1” = 100’ identifying the specific, current use of all properties within 300 feet of the subject property. The following symbols shall be used on the map to identify land uses:
Other land uses for which symbols are not shown should be clearly identified.
APPLICATION INSTRUCTIONS
for ENVIRONMENTAL
INFORMATION FORM (EIF)
MSB Room 101, 633 E. Broadway at Glendale Avenue (818) 548-3200
D-88 (Rev 11/2008)
Zoning Map: One (1) original or photocopy map at a scale of 1” = 100’ identifying the existing zoning within 500 feet of the exterior boundaries of the subject property. Zones shall be shown using the letter designations shown on the official City zoning maps, and all zone boundaries shall be clearly shown.
C. EXHIBITS TO BE PREPARED BY APPLICANT
Provide one (1) original plus ten (10) copies of each plan identified below unless accompanied by CUP or variance application. In this case only one (1) original copy is required.
Site Plan: Showing the location of existing buildings, existing trees and major vegetation (identified by trunk diameter, botanical and common name), paved areas, topography (where applicable) and layout of proposed development. A Title Block in the lower right corner or along the right border should include: property owners name, site address, prepares name, address, and phone number, date of drawing, scale, and working title of project.
Cut and Fill Map: Topographic map of the entire site, colored to indicate cut (brown), fill (yellow), natural (green), pads and streets (white) and retaining walls. The Map shall be drawn at the same scale as the site plan and shall indicate amounts of cut, fill, import, and export involved in the grading. Off -site grading shall also be shown.
Cross Section: Same scale as the cut and fill map (both vertically and horizontally), showing at least two (2) representative sections with existing and proposed sections clearly identified.
Landscape Plan: Fully dimensioned and detailed drawn at the same scale as the plot plan, and including: full specifications chart calling out all plant types by Latin and common name, number, size, planting distances, existi ng t
rees to be retained or removed, specification, planting and staking details, irrigation specifications, curbing, hardscape treatment, location of all street trees, light standards, parkway treatments, fences, and walls.
Floor Plan: Drawn to a readily legible scale.
B uilding Elevations: Fully dimensioned elevation view of all exposed sides, fully specifying roof and wall material, color, and texture, surface detailing, sign placement, etc.
Photographic Survey: One (1) set of photographs, minimum size 3 x 5, labeled to indicate each view. Photographs should show both the general character and condition of the property as well as specific features involved in the request.
Reductions: One (1) reduced size (11” x 17”) copy of all full size plan sheets submitted.
D. REPORTS AND OTHER MATERIALS
S oils and Geology Report : One (1) copy of a soil, geologic and seismic investigation of the project site prepared by a professional geologist registered in the Sate of California and experienced in the practice of engineering geology.
Hydrology Study: One (1) copy of a hydrologic investigation of the project site prepared by a civil engineer registere d by the State of California and experienced in the science of hydrology and hydrologic investigation.
Traffic Study: One (1) copy of a report analyzing the traffic impacts, prepared by a traffic engineer.
H istoric Resource Assessment Report: One (1) copy of a report analyzing the impacts to historic resources prepared by a historic preservation professional who satisfies the Secretary of the Interior’s Professional Qualifications Standards (36 CFR 61).
Administrative Fees: Two (2) $75 checks made payable to the Los Angeles County Clerk, 12400 E. Imperial Hwy., Norwalk, CA 90650. Fees are for the County administrative charges.
One (1) $ check made payable to the Los Angeles County Clerk, 12400 E. Imperial Hwy., Norwalk, CA 90650. Fee is for California Department of Fish and Game administrative charges.
Other Materials:
D-32a (Rev 1/2007)
FOR OFFICE USE ONLY
EIF #: Fee Receipt #: Accepted By: Date:
Case #:
Project Type: Modify the City's Municipal code and the agreement with the Los Angeles County Sanitation Districts to allow for acceptance of waste at the Scholl Canyon Landfill that originates from outside the existing restricted wasteshed .
Project Address: 3001 Scholl Canyon Road, Glendale CA 91206 Assessor Parcel No(s): 5666-001-803 and 5666-001-804, situated in the city of Glendale, County of Los Angeles, CA Legal Description (Attach if necessary): Refer to Exhibit A.
ENVIRONMENTAL
INFORMATION FORM (EIF)
MSB Room 101, 633 E. Broadway at Glendale Avenue (818) 548-3200 Applicant’s Name: Phone:
Fax:
Address: City: Zip Code:
Person to Contact Regarding Project:
Address: City: Zip Code:
Property Owners N ame: Phone:
Address: City: Zip Code:
D-32b (Rev 1/2007)
Answer all questions completely, attach additional sheets if necessary This form will be circulated to appropriate City Departments and/or other government agencies for review of potential environmental effect of the project described herein in order to make environmental determinations pursuant to the California Environmental Quality Act of 1970, as amended (Public Resource Code Sec. 21000 et.seq.).
1. PROJECT DESCRIPTION
Describe the proposed project in detail (attached additional sheets if necessary):
A. The Scholl Canyon Landfill (SCLF) first opened in 1961 as an unrestricted regional landfill. In 1987, the City of Glendale passed an ordinance establishing a restricted wasteshed for SCLF, limiting disposal at the landfill to solid waste generated within the Los Angeles County incorporated cities of Glendale, La Cañada Flintridge, Pasadena, South Pasadena, San Marino, and Sierra Madre; the Los Angeles County unincorporated communities known as Altadena, La Crescenta, Montrose; the unincorporated area bordered by the cities of San Gabriel, Rosemead, Temple City, Arcadia, and Pasadena; the unincorporated area immediately to the north of Arcadia and Pasadena; and the unincorporated area immediately to the north of the City of San Marino bordered by the City of Pasadena on the west, north and east sides.
SCLF is permitted to accept 3,400 tons per day (TPD) of waste. There is about 1 million tons of remaining capacity. If the landfill received its daily capacity of incoming waste, it is estimated that the landfill would reach capacity in one to two years. Three years ago, the facility was receiving approximately 1,400 – 1,500 TPD. In 2023, LA County Sanitation Districts increased the tipping fee to $95.46/ton. Incoming tonnage fell following the last tip fee increase. The landfill is currently receiving about 800 TPD. At 750 TPD, closure would be 2029. At 850 TPD, closure is estimated for November 2028.
The project would not increase the permitted daily tonnage of 3,400 tons per day. The City is looking to open the wasteshed to maximize the use of the site in the shortest time possible. A number of regional haulers were contacted during the course of the study. Most of the haulers indicated interest in bringing waste to the SCLF, including waste from within the restricted wasteshed, as well as waste from outside the wasteshed. Potential waste within the wasteshed would come from the City of Glendale, as well as the unincorporated area of Altadena. If the wasteshed was opened to receive waste from outside the wasteshed, it would potentially be brought to the SCLF direct hauled from nearby cities in the surrounding region, and/or transferred from regional transfer stations. The decision to bring waste to SCLF is dependent on a number of factors, including the tipping fee and distance from the origin of the waste and/or location of the transfer station in relation to the landfill. The waste could be direct hauled from the City of Los Angeles, or cities in the San Gabriel Valley.
Waste could also be brought to SCLF from transfer stations in Los Angeles, San Gabriel Valley, or facilities further south. A map showing the possible ro
utes of vehicles travelling to the SCLF is included as Exhibit B.
B. List and describe all permits and other public approvals required for this project (Federal, State, County, SCAQMD, City, etc.):
The City of Glendale Municipal Code, Section 8.56.060 Disposal of refuse prohibited, establishes the wasteshed area, as well as restricts the disposal of waste from any city which either owns, operates, maintains or regulates a Class I or Class III nonrestricted sanitary landfill, or is entitled to the use of possession of a Class I or Class III nonrestricted sanitary landfill site within its municipal limits. The Municipal Code section will need to be amended if the City chooses to open the wasteshed.
The City entered into a Joint Powers Agreement (JPA) with the Los Angeles County Sanitation District and Los Angeles County to establish and operate the Scholl Canyon landfill. The JPA establishes the relationship between the entities as it relates to the landfill, including rate setting for tipping fees charged at the landfill. The JPA would need to be amended to revise the ability for the City to set rates.
A list of all permits and agreements is contained in Exhibit C.
D-32b (Rev 1/2007)
C. List all public funding sources including state and federal, if applicable: N/A
2. EXISTING CONDITIONS
A. Project area (indicate square feet and/or acres): The SCLF consists of a total of 440 acres, including 314 acres of active landfill area and 126 acres of the closed Northern Canyon area.
B. Existing zoning: Residential. Zoning Variance for operation of the landfill in the R1 One-Family Zone granted in 1978, open space, special recreation and commercial development.
C. General Plan or Land Use designation for project area (use all appropriate land use categories):
The landfill operates under a Conditional Land Use Permit D. Is the project site within a redevelopment area? Yes No X E. Existing or most recent land use (be specific and attach photographs or snapshots):
Class III Sanitary landfill
F. Year buildings on site were constructed: No existing buildings on site.
Answer all questions completely, attach additional sheets if necessary.
G. Number of people currently residing on the project site: 0 H. Slope characteristics of the site (use percentages if site falls into more than one category):
Flat/Sloping (0-8%) 33.3% Hilly (16-20%)
Rolling (9-15%) Steep (over 20%) 66.7%
I. Number, size and type of existing trees on site (all trees with height 10’-0” or more above ground must be listed): coast live oak
J. Describe all wildlife inhabiting or utilizing the site (include seasonal usage): Various raptors on site K. Land use of surrounding properties. Indicate the type of use (residential, commercial, etc.), intensity of use (single family, apartments, shops, department stores, etc.) and number of stories of building.
Attach photographs of the vicinity.
N
orth: Scholl Canyon Golf and Tennis Complex
South: Scholl Canyon Park
East: Residential
West: Residential
3. RESIDENTIAL PROJECT (IF NOT RESIDENTIAL, DO NOT ANSWER, GO TO QUESTION 4)
A. Number of dwelling units in each c ategory:
Single Family: Condominium:
Apartment: Other:
B. Number of:
Efficiency units: Floor area per unit: sq. ft.
One b edroom: Floor area per unit: sq. ft.
Two be droom: Floor area per unit: sq. ft.
Three or more be drooms: Floor area per unit: sq. ft.
TOTAL FLOOR AREA: sq. ft.
C. T
otal number of parking spaces provided: Required:
D-32c (Rev 1/2007)
D-32d (Rev 1/2007)
Answer all questions completely, attach additional sheets if necessary D. Number of stories: Height: feet. Number of structures:
E. Amount of landscaped open space provided:
4. COMMERCIAL, INDUSTRIAL OR OTHER NON-RESIDENTIAL PROJECTS (IF RESIDENTIAL ONLY, DO NOT ANSWER, GO TO QUESTION 5)
A. Type of use (be specific): N/A
B. Total floor area allocated to each (use list above): sq. ft.
C. Number of stories: Height: feet.
D. Total number of parking spaces provided: Required:
Number of loading space provided:
E. Hours of operation: Days of operation:
F. Maximum occupancy (# of persons):
Employees (per shift): Anticipated visitors (customers) per day:
G. Amount of landscaped open space: sq. ft.
H. What exterior lighting is proposed:
5. PROJECT SCHEDULE
A. Indicate the proposed scheduling of project development include estimated start date (month/year) and est
imated completion time (months): Upon approval of the wasteshed opening, the landfill would accept waste on an ongoing basis, until the landfill reaches capacity.
B. If applicable, indicate previous or completed phases of the project: Not Applicable C. If the project is a component of a larger plan or program, describe the project’s future phases or extensions: N/A
6. ENVIRONMENTAL EVALUATION
A. Number, type and age of structures to be removed as a result of the project (specify residential or commercial structures, buildings height and square footage of all existing structures):
N one
B. Are any structures to be removed or altered listed in the City’s Historic Preservation Element?
YES NO X
D-32e (Rev 1/2007)
Answer all questions completely, attach additional sheets if necessary C. Will people currently residing on the site be removed or relocated by the project?
YES NO X
If yes, attach a sheet(s) specifying number in each household, current tenants, current income, and tenant agreements.
D. Will the project affect hilly or mountainous terrain or will there be a substantial alteration of ground contours? YES NO X Also, indicate the gross cubic yards of grading proposed the acres of land to be graded , cubic feet of soil to be imported cubic feet of soil to be exported, and haul routes to be used E. Do soil or geological conditions exist on the subject site which affect the use of the property? YES NO X If yes, submit detailed report.
F. Has the soil been investigated for toxic contamination or has the site ever had underground or above ground storage of hazardous materials?
YES NO X If yes, submit detailed report.
G. Number, size and type of tree(s) to be removed: N/A
H. If the site is currently vacant, have any investigation been conducted to determine whether or not there are any paleontological or archaeological remains on the site? YES NO X If yes, attach report.
I. How will storm water runoff quality or quantity be affected by the proposed project? (Attach report if necessary) The proposed project will not affect storm waster runoff quality or quantity.
J. What dust, fumes, smoke, odors, air pollutants, or toxic air contaminants will be created either temporarily or permanently by the project you propose (include effects of construction activity):
No new dust, fumes, smoke, odors air pollutants or toxic air contaminants will be created either temporarily or permanently by the project.
The landfill is permitted for 3,400 tons per day of waste; the project will not increase the daily capacity or permitted vehicles at the site.
K. What changes in existing noise or vibration levels will occur on the project site and the immediate area as a result of the project? Submit study if necessary. None L. Will hazardous (toxic, corrosive, ignitable or explosive) materials be used on the site during construction a
nd after the project is completed?
YES NO X If yes, list materials and submit risk assessment.
M. Does the project require a Variance or Conditional Use Permit? YE
S NO X If yes, attach application(s).
D-32f (Rev 1/2007)
OWNER’S AFFIDAVIT
I hereby certify that I am the legally authorized owner of all property involved in this application or have been empowered to sign as the owner on behalf of a corporation, partnership, business, etc., as evidenced by separate instrument attached herewith. I herby grant to the applicant of this form full power to sign all documents related to this application, including any conditions or litigation measures as may be deemed necessary.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on (Date) at , California
Owner’s Signature , Owner’s Printed Name
APPLICANT’S AFFIDAVIT
I hereby certify that the statements furnished above and in the attached exhibits represent the data and information required for this initial evaluation and that the facts, statements and information presented are true and correct to the best of my knowledge and belief. Further, should the stated information be found false or insufficient, I agree to the return of this form for appropriate revisions, understanding the City of Glendale cannot process this form until all applicable information is corrected or provided by the applicant. I herby certify that I have been legally authorized by the owner to present this application and to sign on behalf of all documents related to this application, including any conditions or litigation measures as may be deemed necessary. Note: When the applicant is a corporation, partnership, business, etc., a separate document verifying the authorization to sign for such applicant is required.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on (Date) at , California
A
pplicant’s Signature , Applicant’s Printed Name
CONFICT OF INTEREST STATEMENT
Section 84308 of the Government Code prohibits an elected or appointed office, or alternate, or candidate for office who serves on a quasi-judicial board or commission, from accepting, soliciting or directing a contribution of $250.00 or more from any person, or his or her agent, who has an application or a license, permit or other entitlement for use pending before any body of which the office or alternate is a member of, or for three (3) months following the date a decision is rendered on an application, or from any person, or his agent, who actively supports or opposes the application. Further, said State law section requires applicants for permits to disclose whether or not they have made any such contributions to any board or commission members. Therefore, the following statement must accompany every application filed with the Planning Division for processing:
Have your or your agent made a contribution for election purposes of $250.00 or more to any member of the Planning Commission, Board of Zoning Adjustments, Environmental Planning Board, or Zoning Administrator during the twelve (12) months preceding filing of this application? YES NO If yes, to Whom. , When
I hereby certify under penalty of perjury that the above information is true and correct.
Applicant’s Signature Date
Citvgs Parcels 1. 2. and 3.
EXHIBIT A
Contribution
Parcel 1:
That portion of Lot 89, Watts Subdivision of a part of the Rancho San Rafael, in the City of Glendale, County of Los Angeles, State of California, as shown on map recorded in Book 5, pages 328 and 329, of Miscellaneous Records, in the office of the Recorder of said county, within the following described boundaries:
Beginning at the most northerly corner of Lot 239, Tract No. 7498, as shown on map recorded in Book 102, page 68, of Maps, in the office of said recorder; thence southeasterly along the northeasterly line of said Tract No. 7498, to the westerly line of that certain parcel of land described in deed to Security First Company, recorded on August 11, 1938, as Instrument No. 416, in Book 15924, page 351, of Official Records, in the office of said recorder; thence northerly, easterly and southerly along the westerly, northerly and easterly lines of said certain parcel of land to the northerly line of Glenoaks Boulevard, as shown on map of Tract No. 7183, recorded in Book 110, pages 94, 95 and 96, of said Maps; thence easterly along said last mentioned northerly line to and along the northerly line of Glenoaks Boulevard, as shown on map of Tract No. 7183, recorded in Book 112, page 100, of said Maps, to the easterly lirx of Secticn 24, Township 1 North, Range I3 West - ;..:
said section line is described in deed recorded on November 8, 1947, as Instrument No. 944, in Book 25256, page 286, of said Official Records; thence continuing easterly along said last mentioned northerly line of Glenoaks Boulevard to the westerly line of that certain parcel of land described in deed to Southern California Edison Company, Ltd., recorded on July 5, 1940, as Instrument No. 707, in Book 17663, page 99, of said Official Records; thence northerly along said last mentioned westerly line to the north line of said Section 24 as said north line is described in said deed recorded in Book 25256, page 286, of said Official Records; thence continuing northerly along said last mentioned westerly line to the northerly line of said Lot 89; thence in a general westerly direction along the various courses of said northerly line of said Lot 89 to the westerly terminus of that certain course in said last mentioned northerly line having a bearing of N 69" 45' E and a length of 8.55 chains: thence southerly in a direct line to the northeasterly corner of that certain parcel of land described in deed to May June Powers, recorded on August 16, 1929, as Instrument No. 846, in Book 9322, Page 26, of said Official Records; thence south 5" 18' 43" West to the point of beginning.
Excepting therefrom those portions thereof within those certain parcels of land described in Parcels 18 and 19 of deed to Fred E. Gerber et ux, recorded on December 30, 1942, as Instrument No. 981, in Book 19759, page 181, of said Official Records.
Parcel 2:
Lot 2, Tract No. 10395, in the City of Glendale, County of Los Angeles, State of California, as shown on map recorded in Book 152, pages 4 and 5, of Maps, in the office of the Recorder of said county.
Parcel 3:
That portion of Lot 240, Tract No. 7498, as shown on map recorded in Book 102, page 68, of Maps, in the office of the Recorder of the County of Los Angeles, and that portion of Lot 89, Watts Subdivision of a part of the Rancho San Rafael, as shown on map recorded in Book 5, pages 328 and 329, of Miscellaneous Records, in the office of said recorder, all in the City of Glendale, County of Los Angeles, State of California, within the following described boundaries:
Beginning at the most southerly corner of said Lot 240; thence North 5" 18' 43" East along the westerly line of said last mentioned lot, 90.00 feet; thence North 84" 00' East 80.00 feet; thence North 33" 32' East 135.00 feet; thence North 80" 40' East 142.00 feet; thence North 50' 06' East 72.00 feet; thence North 16" 50
' East 259.00 feet; thence North 85'
34' East 491.00 feet; thence North 68" 10' East 355.00 feet; thence South 64' 27' East 255.00 feet; thence North 74" 03' East 255.00 feet; thence South 22" 14 50" East 211.08 feet to a point in the northerly line of Glenoaks Boulevard, 40 feet wide, as shown on map of Tract No. 7183, recorded in Book 110, pages 94, 95 and 96, of said Maps; thence along said northerly line of Glenoaks Boulevard through the following courses and distances southwesterly along a curve concave to the Southeast, having a radius of 82.00 feet an? whose radial line at the y'nt ff beginning, bears South 8" 52' West 151.70 feet; thence South 1 -
1 08' East tangent to the last described curve 42.00 feet to the beginning of a curve concave to the Northwest, having a radius of 30.00 feet; thence southwesterly along said curve 63.88 feet; thence North 65" 08' West tangent to the last described curve, 50.00 feet to the beginning of a curve concave to the South, having a radius of 100.00 feet; thence Westerly along said curve 54.11 feet; thence South 83" 52' West tangent to the last described curve, 20.00 feet to the beginning of a curve concave to the North, having a radius of 140.00 feet; thence Westerly along said curve 43.98 feet; thence North 78" 08' West tangent to last described curve, 50.00 feet to the beginning of a curve concave to the South having a radius of 85.00 feet; thence Westerly along said curve 96.43 feet; thence South 36' 52" West, tangent to last described curve, 10.00 feet to the beginning of a curve concave to the North having a radius of 50.00 feet; thence westerly along said curve 87.27 feet; thence North 43" 08' West tangent to the last described curve,
45.00 feet to the beginning of a curve concave to the South, having a radius of 120.00 feet; thence Westerly along said curve 184.31 feet; thence South 48" 52 West tangent to the last described curve 28.00 feet to the beginning of a curve concave to the Northwest, having a radius of 70.00 feet; thence Southwesterly along said curve 63.53 feet; thence North 79' 08' West tangent to the last described curve 24.88 feet to the beginning of a curve concave to the Southeast having a radius of 130.00 feet; thence
Southwesterly along said curve 97.56 feet; thence South 57" 52' West tangent to the last described curve, 21.25 feet to the EXHIBIT A (Cont.
1 beginning of a curve concave to the Northwest having a radius of 380.00 feet; thence Southwesterly along said curve 63.01 feet; thence South 67' 22' West tangent to the last described curve, 34.84 feet to the beginning of a curve concave to the North having a radius of 90.00 feet; thence Westerly along said curve 63.62 feet; thence North 72 " 08' West tangent to the last described curve 16.70 feet to the beginning of a curve concave to the Southeast having a radius of 80.00 feet; thence Southwesterly along said curve 111.70 feet; thence South 27" 52 West tangent to the last described curve, 15.00 feet to the beginning of a curve concave to the Northwest, having a radius of 70.00 feet; thence Southwesterly along said curve 31.76 feet; thence South 53 " 52' West tangent to the last described curve, 25.00 feet to the beginning of a curve concave to the East, having a radius of 130.00 feet; thence Southerly along said curve 92.27 feet; thence South 13 " 12 ' West tangent
to the last described curve, 25.00 feet to the beginning of a curve concave to the West having a radius of 90.00 feet; thence Southerly along said curve 39.27 feet to the beginning of a curve concave to the Northwest, having a radius of 165.00 feet; thence Southwesterly along said curve 57.60 feet to the beginning a curve concave to the North having a radius of 100.00 feet; thence Westerly along said curve
87.27 feet; thence North 71" 48' West tangent to the last described curve, 10.63 feet to the beginning of a curve concave to the South having a radius of 100.00 feet; thence Westerly along said curve 91.25 feet; thence South 55" 55' West tangent to the last described curve,
10.63 feet to the beginning of a curve concave to the North, having a radius of 90.00 feet; thence westerly along said carve 73.23 feet to the beginning of a tangent curve concave to the East having a radius of
15.00 feet; thence Northerly along said curve 38.17 feet to a point in the Southerly line of Dawes Drive, 70.00 feet wide, as shown on map of said Tract No. 7498, said point being in a curve concave to the Northwest, having a radius of 365 feet and whose radial line at the last mentioned point bears North 21" 40' 16" West; thence North 21" 40' 16" West, along said radial line a distance of 70.00 feet to a curve in the Southerly line of said Lot 240 in said Tract No. 7489, having a radius of 295 feet; thence Westerly along said curve through an arc of 15" 06' 46", a distance of 77.81 feet; thence South 83" 26'
30'' West, tangent
to the last described curve, 100 feet to the point of beginning.
Excepting therefromthat portion thereof, within the following described boundaries:
Beginning at the Southwesterly corner of said Lot 240: thence North 5" 18' 43": East along the westerly line of said last mentioned lot a distance of 90 feet; thence North 84 " East 80 feet; thence South 7 " 48' 40" East 83.54 feet to a point in the southerly line of said last mentioned lot distant thereon North 83 " 26' 30" East 100 feet from the point of beginning; thence South 83" 26' 30" West along said southerly line 100 feet to said point of beginning.
EXHIBIT A (Cont.
Parcels 6 and 7. Countvgs Contribution
Parcel 6:
That portion of Lot B, Tract No. 7183, in the City of Glendale, County of Los Angeles, State of California, as shown on map recorded in Book 110, pages 94, 95 and 96, of Maps, in the office of the Recorder of said county, lying easterly and northeasterly of the following described line:
Beginning at the northeasterly corner of Lot 148, Tract No. 6920, as shown on map recorded in Book 134, pages 28 to 32, inclusive, of said Maps; thence North 20" East 630 feet; thence North 61" West to the northerly line of said Lot B.
Parcel 7:
That portion of Lot C, Tract No. 7183, in the City of Glendale, County of Los Angeles, State of California, as shown on map recorded in Book 112, page 100, of Maps, in the office of the Recorder of said county, lying southwesterly of a line parallel with and 100 feet westerly measured at right angles, from the westerly line of Lot 4, Tract No. 10395, as shown on map recorded in book 152, pages 4 and 5, of said Maps.
Parcels 8 and 9, Southern California Edison Lands on the Scholl Canyon Landfill Site
Parcel 8:
That portion of Lot 89 of Watts Subdivision of part of Rancho San Rafael as per map recorded in Book 5, pages 328 and 329 of Miscellaneous Records and a portion of Lot
'IC1' of Tract No. 7183, as per map recorded
in Book 112, page 100 of Maps, in the office of the County Recorder of said County described as follows:
Beginning at the most Southerly corner of Lot 4 of Tract No. 10395, as per map recorded in Book 152, pages 4 and 5 of Maps, in the office of the County Recorder of said County, being a point in the boundary line of said Lot "CW; thence North 15' 14' 05" West, along the Southwesterly boundary line (and its Northwesterly prolongation) of said Lot 4 and along the Southwesterly boundary line of Lot 1 of said Tract No. 10395,a distance of 3113.13 feet, more or less, to an angle point in said Southwesterly boundary line of Lot 1; thence continuing along said Southwesterly boundary line to Lot 1, North 51" 38' 21" West, 41.66 feet, to the most Westerly corner of said Lot 1, being a point in the Northwesterly boundary line of said Lot 89; thence South 52" 36' 18" West, along said Northwesterly boundary line of Lot 89, a distance of
81.3 feet, more or less, to a point which is 100 feet Southwesterly, measured at right angles, from the Northwesterly prolongation of that certain course hereinbefore described as having a bearing of North 15" EXHIBIT A fCont.1
14' 05" West, and a length of 3113.13 feet, more or less; thence South 15' 14' 0511 East, parallel with said last mentioned prolongation and with said "certain
course11 (and its southeasterly prolongation) a
distance of 3195.8 feet, more or less, to a point in the southeasterly boundary line of said Lot
I9CM; thence North 36' 10 53" East, along said
Southeasterly boundary line, 127.93 feet, more or less, to the Point of Beginning.
Parcel 9:
Lots 1 and 4 of Tract No. 10395 as per map recorded in Book 152, pages 4 and 5 of Maps, in the office of the County Recorder of said County.
June 2025 Pasadena, CA
Route Start Point
Scholl Canyon Landfill Access Route
Republic Services
UWS
Athens Services
NASA Services
Scholl Canyon Landfill Wasteshed Study
Potential Haul Routes
Los Angeles County, CA
Exhibit B
Exhibit C
Permits and Other Public Approvals
February 11, 1958 – Conditional Use Permit Case No. 841-CU was granted to allow a landfill operation to develop parks and recreational facilities. A condition required the landfill be completed within 17 years.
October 28, 1958 - Conditional Use Permit No. 1036-CU was granted to allow the same landfill operation but with amendment of conditions to delete the restriction concerning the vehicles and allow dumping by the general public. The 17 year period started over.
November 14, 1961 - Conditional Use Permit No. 1933-CU was granted to allow the same landfill operation but with amendment of the conditions to allow the dumping of loads with up to 10 percent garbage content. Again, the 17 year period started over.
January 26, 1971 - Ordinance No. 3952 was enacted amending the conditional use provisions. The provisions allowing development of natural resources was deleted from the list of allow conditional uses and placed in the M3 Zone as an allowed use. The variance was left as the only mechanism to allow changes in or expansion of the landfill operation within the residential zone.
November 27, 1978 - Use Variance Case No. 6668-U was granted to allow continuation of the landfill operation. This variance does not expire.
March 25, 1986 - Ordinance No. 4720 was enacted amending Chapter 30, Glendale Municipal Code, 1964. Amendments included new provisions for conditional use permits.
Section 30-2804 lists “Sanitary landfills and related recovery of materials” as an allowed conditional use in the SR Special Recreation Zone.
March 25, 1986 - Ordinance No. 4723 was enacted adopting a new official zoning map of the City. This map placed the subject property into the SR Zone where a conditional use permit application would again be the appropriate mechanism for allowing any changes within or an expansion of the landfill o
1 EXHIBIT C
SUMMARY OF SCLF PERMITS AND AGREEMENTS
Permit Issuing Agency Purpose Date Issued/Revised Appendix Joint Powers
Agreement
City of Glendale,
County of Los
Angeles, and
Sanitation Districts
of Los Angeles
County
Mutual agreement for
revenue sharing, parcel
title transfers,
postclosure land use, and
landfill operations
Effective October 7,
1997
A
Wasteshed &
Disposal Limit
Ordinances
City of Glendale Establishes wasteshed
and sets disposal limits
Passed on October 6,
1987 - Ordinance Nos.
4780 and 4781
B
Conditional Use
Permit
City of Glendale Allows the land to be
used for landfill
operations
Land Use Variance (Case
No. 6668-U) issued on
November 27, 1978
C
Solid Waste Facility
Permit
Lo s Angeles County
Department of
Public Health and
CalRecycle
Defines operating
conditions for solid
waste facilities
Permit No. SWFP-AA-
0012 last issued on
December 13, 2016
D
Industrial Waste
Discharge Permit
City of Glendale Specifies standards for
discharges to sanitary
sewers
For landfill gas
condensate, extracted
seep water, and water
removed from radiator
filling area:
Permit No W-2762
effective on January 1,
2017
For extracted
groundwater:
Permit No W-3835
effective on January 1,
2017
For stormwater that
contacted waste:
Permit No FIW-1229142
effective on January 1,
2017
E
Waste Discharge
Requirements
(WDR) and
Monitoring and
Reporting Program
(MRP)
Regional Water
Quality Control
Board, Los Angeles
Region
Sets requirements to
monitor and control
subsurface water quality
to minimize and/or
prevent offsite impacts
WDR No. R4-2019-0037
and MRP No. CI-2846
adopted on March 14,
2019.
WDR No. R4-2011-0052
adopted on March 3,
2011.
F
Stormwater
Pollution Prevention
Plan
St
ate Water
Resources Control
Board
Sets requirements to
monitor and control
surface water quality to
California’s General
Permit for Storm Water
Discharges Associated
with Industrial Activities
(Industrial General
G
2 Source: Scholl Canyon Landfill Joint Technical Document , August 2021 Permit Issuing Agency Purpose Date Issued/Revised Appendix minimize and/or prevent
offsite impacts
Permit) Water Quality
Order No. 2014-0057-
DWQ adopted April 1,
2014, as amended on
August 4, 2015 and on
November 6, 2018.
Easements Sout
hern California
Edison
Los
Angeles County
Grant use of 25 acres for
landfill operations and
site access
Pe
rmits entry and use of
County-owned parcels
License Agreement,
Parcel No.
PLGME56532, effective
January 1, 2001
Permit to Enter COP-
671, effective February
28, 2011
H
R
Title V Permit Sout
h Coast Air
Quality Management
District
Regulates landfill gas
collection system and
ancillary equipment on-
site
Facility No. 045262
permit issued on March
22, 2017
I
Consolidated Fire &
Environmental
Permit
City of Glendale
Fire Department
Fire Prevention and
Environmental
Management Center
Grant to operate under
the practice of fire
prevention and
environmental programs.
Permit No. 50007826-01
Permit issued on
December 6, 2020
U
SUMMARY OF SCLF PERMITS AND AGREEMENTS
Scholl Canyon Wasteshed Study www.scsengineers.com
28 Attachment B
2025 Post-closure Maintenance Cost Estimate
Appendix A
Scholl Canyon Landfill
Post-Closure Care Cost Estimates – Detailed Breakdown
Gross Domestic Product Inflation Factor Multiplier (IMP) from 2022 - 2025 = 1.080 General Site Information
Name of Solid Waste Landfill Scholl Canyon
Site Owner Los Angeles County Sanitation Districts
N. 34 Deg, 09 Min, 6.3 Sec
E. 118 Deg, 11 min, 51 Sec
3001 Scholl Canyon Rd
Glendale, CA 91026
SUMMARY OF POST-CLOSURE CARE COSTS
ITEM SUB-ITEM Annual Cost
1. Final Cover
a. Final Cover Repair 53,392.80$
b.
Final Cover Repair CQA 2,588.96$
c.
Five-Year Iso-Settlement Map 3,176.00$
T
otal Cost of Final Cover 59,157.77$
2. Landscape and Irrigation Systems
a. Landscape & Irrigation System OM&R 271,575.43$
b.
Landscape & Irrigation System Replacement 41,398.65$
T
otal Cost of Landscape and Irrigation Systems 312,974.08$
3. Drainage System OM&R
Total Cost of Drainage System OM&R 54,116.46$
4 . Water Quality Monitoring & Liquids Control Systems
Total Cost of Water Quality Monitoring & Liquids Control Systems 219,769.46$ 5 . Landfill Gas Monitoring & Control Systems
Total Cost of Landfill Gas Monitoring and Control Systems 1,336,187.47$ 6 . Site Security
Total Cost of Site Security 10,495.00$
7 . Access Road & Support Facilities
Total Cost of Access Road & Support Facilities 5,317.49$ 8 . Site Administration
Total Cost of Miscellaneous 97,520.54$
Annual C
ost of Post-closure Care 2,095,538.27$
TOTAL 30-YEAR COST OF POST-CLOSURE CARE 62,866,148.11$
Sc
holl Canyon Landfill
Post-Closure Care Cost Estimates - Detailed Breakdown
Prepared By: SCS Engineers
August 29, 2025
Site Location (coordinates, township & range or
longitude/latitude, preferred)
Site Address
Z:\PROJECTS\01225035.00\Data and Calculations\Task 5 - ET Cover Analysis\02-Post-Closure Cost Estimate\PCCC_2025-08_SCS\Appendix A - Scholl Canyon PC Cost Update_V1.0_2025-09-02 1 9/2/2025
1. FINAL COVER COST DETAILS
1.a.1 Major Final Cover Repair & Grading (repair 1 acre every 5 years for 30 years) Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost
1. Excavator
a. Equipment Rental Rate Based on Caltrans rental rate - Assume 30 hours per repair 242.85 $ hour 30 7,285.50 $
2. Sheepsfoot Compactor
a. Equipment Rental Rate Based on RS Means - Assume 30 hours per repair 32.96 $ hour 30 988.80 $
3. Dozer
a. Equipment Rental Rate Based on Caltrans rental Rate - Assume 30 hours per repair 322.09 $ hour 30 9,662.70 $
4. Rental Water Truck
a. Equipment Rental Rate Based on Caltrans rental Rate - Assume 30 hours per repair 103.27 $ hour 30 3,098.10 $
5. Labor
a. Labor Based on LA Co. rate - Assume 4 operators for 30 hours per repair 74.03$ hour 120 17,767.67 $ Subtotal Annualized over 30 year life span 7,760.55$
1.a.2 Minor Final Cover Repair & Grading (repair every year) Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost
1. Excavator
a. Equipment Rental Rate Based on Caltrans rental rate - Assume 64 hours per repair 242.85 $ hour 64 15,542.40 $
3. Dozer
a. Equipment Rental Rate Based Caltrans rental rate - Assume 64 hours per repair 322.09 $ hour 64 20,613.76 $
3. Labor
a. Labor Based on LA Co. rate - Assume 2 operators for 64 hours per repair 74.03 $ hour 128 9,476.09 $ Subtotal Annualized over 30 year life span 45,632.25$
Material costs are excluded. The estimate assumes suitable onsite soil is available for all repair activities (no imported soil included). 1a. Annual Cost of Final Cover Repair 53,392.80$
1.b. Major Final Cover Repair CQA (repair 1 acre every 5 years for 30 years) Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost
1. Labor
a. Principal Engineer Rate based on current SCS personnel rates 270.00 $ hour 10 2,700.00 $ b. Project Engineer Rate based on current SCS personnel rates 155.00 $ hour 40 6,200.00 $ Subtotal Annualized over 30 year life span 1,780.00$
2. ODCs
a. Vehicle rental Assume $120/day 120.00$ day 5 600.00 $ b. Per Diem Rate based on current SCS personnel rates 55.00 $ day 5 275.00 $ c. Lodging Assume $250/day 250.00$ day 5 1,250.00 $ Subtotal Annualized over 30 year life span 425.00$
3. Lab Testing Major Final Cover Repair CQA Assume 4% of cost of major repair Subtotal Annualized over 30 year life span 310.42$
Including 10% Subcontractor Markup for ODCs and Lab Testing 1b. Annual Cost of Final Cover Repair CQA 2,588.96$
1.c. Five-Year ISO-Settlement Map
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost
1. Flyover Topographic Survey SCS Estimate 10,000.00$ LS 1 10,000.00 $
2. Labor
a. Principal Engineer Rates based on current SCS personnel rates 270.00 $ hour 8 2,160.00 $ b. Project Engineer Rates based on current SCS personnel rates 155.00 $ hour 24 3,720.00 $ Subtotal 15,880.00$
1c. Annual Cost of Iso-Settlement Map Annualized over 30 year life span 3,176.00$
2. LANDSCAPE AND IRRIGATION SYSTEM COST DETAIL
2.a. Landscape and Irrigation O&M
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost a. Landscape & Irrigation Maintenance Crew Section 2a.1 - 12 months 5,699.73$ month 12 68,396.80 $ b. Crew Trucks Caltrans Rental Rate for light Truck @ $68,832.00 per year 68,832.00 $ year 1 68,832.00 $ c. Services & Materials LACSD Estimate ajdusted for inflation 35,000.00 $ EA 1 37,786.63 $ d. Irrigation Water Based on City of Glendale Recycled water rate 2.84 $ HCF 34000 96,560.00 $ 2a. Landscape and Irrigation O&M Total Cost 271,575.43$
2.a.1. Landscape & Irrigation Maintenance Crew
a. Solid Waste Maintenance Supervisor Based on LA Co. rate - 4 hours per month 95.90 $ hour 4 383.62 $ b. Senior Grounds Maintenance Worker Based on LA Co. rate - 24 hours per month 53.07 $ hour 24 1,273.67 $ c. Grounds Maintenance Worker Based on LA Co. rate - 88 hours per month 45.94 $ hour 88 4,042.45 $ Subtotal 5,699.73$
2.b. Landscape & Irrigation System Replacement
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost
2.b.1. Reclaimed Water System Assume half of system to be replaced over 30 year life span a. Pump Station No. 1 - 75 hp centrifugal pumps Based on RSMeans 48,661.00$ EA 1 48,661.00 $ b. 8-inch line - Galvanized Steel Based on RSMeans 174.38$ LF 125 21,797.50 $ c. 6-inch line - Galvanized Steel Based on RSMeans 126.24$ LF 90 11,361.60 $ d. E&I Work 2021 estimate adjusted for inflation 107,000.00 $ LS 1 115,519.13 $ Subtotal Annualized over 30 year lifespan 6,577.97$
2.b.2. Irrigation Control and Distribution Systems Assume half of system to be replaced over 30 year life span a. 2-inch HDPE Piping Based on RSMeans 3.67$ LF 72,125 264,698.75 $ b. Sprinkler Heads Based on RSMeans 218.79$ EA 2,049 448,300.71 $ c. Control Valves Based on RSMeans 1,950.71$ EA 170 331,620.70 $ Subtotal Annualized over 30 year lifespan 34,820.67$
2b. Landscape and Irrigation System Replacement Total Cost 41,398.65$ Z:\PROJECTS\01225035.00\Data and Calculations\Task 5 - ET Cover Analysis\02-Post-Closure Cost Estimate\PCCC_2025-08_SCS\Appendix A - Scholl Canyon PC Cost Update_V1.0_2025-09-02 2 9/2/2025
3. DRAINAGE SYSTEM OM&R DETAILS
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost a. Drainage System Maintenance Crew Section 3a 10,428.44$ EA 1.0 10,428.44 $ b. Crew Truck Assume 2 weeks per year at Caltrans Rates 68,832.00 $ EA 0.04 2,647.38 $ c. Backhoe Assume 1 week per year at Caltrans Rates 81.35 $ hour 40 3,254.00 $ d. Materials & Supplies LACSD Estimate adjusted for inlation 35,000.00 $ LS 1 37,786.63 $ Total Cost 54,116.46$
3.a Drainage System Maintenance Crew
a. Senior Maintenance and Construction Worker Based on LA Co. rate - Assume 1 week per year 66.80 $ LF 40 2,672.15 $ b. Maintenance and Construction Worker II Based on LA Co. rate - Assume 2 weeks year 59.94 $ LF 80 4,795.01 $ c. Backhoe Operator Based on LA Co. rate - Assume 1 week per year 74.03 $ LF 40 2,961.28 $ Subtotal 10,428.44$
4. WATER QUALITY MONITORING & LIQUIDS CONTROL SYSTEM COST DETAIL Item Sub-Item Source/Assumption Annual Cost
a. Water Quality Monitoring and Reporting SCS Estimate - See Appendix F 80,057.00$ b. Containment System O&M SCS Estimate - See Appendix F 106,986.00$ c. Liquids Containment System Replacement JTD Estimate adjusted for Inflation 32,726.46$ Total Cost 219,769.46$
5. LANDFILL GAS (LFG) MONITORING & CONTROL SYSTEMS
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost a. Inspections, Monitoring, & Reporting SCS Estimate - See Appendix G 637,130.71$ b. Routine Maintenance SCS Estimate - See Appendix G 187,968.00$ c. Project Administration, Coordination, & Meetings SCS Estimate - See Appendix G 284,728.00$ d. Project Safety SCS Estimate - See Appendix G 71,557.20$ e. Perimeter Gas Probes Replacement
Assume all probes will be replaced over life of landfill, at avg. depth of 48'. Costs based on SCS Construction Projects, and for other sites in the area 14,220.77$ EA 22 10,428.56 $ f. LFG Extraction Well Replacement
Assumes 1 vertical well per acre, 25% wells are 30 feet deep, 75% are 60 feet deep, all wells will be replaced in a 30-year period from 2021 JTD, Install 11 vertical wells per event 144,375.00$ EA 1 144,375.00 $ Total Cost 1,336,187.47$
6. SITE SECURITY
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost a. Security Structure Maintenance Based on RSMeans - assume replacement of 250 ft of fence per year 41.98 $ LF 250 10,495.00 $ Total Cost 10,495.00$
7. ACCESS ROAD & SUPPORT FACILITIES
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost a. Access Road Maintenance Based on LA San Districts 2021 JTD quantities, and RSMeans costs - assume slurry seal every five year s0 . 3 8$ SF 69,967 26,587.46 $ Total Cost Annualized over 30 year life span 5,317.49$
8. SITE ADMINISTRATION
Item Sub-Item Source/Assumption Unit Cost Unit Quantity Annual Cost a. Site Coordination Based on LA Co. rate - Solid Wa ste Supervisor/Senior Engr - assume 8 hours per week 165.77 $ hours 416 68,960.54 $ b. Quarterly Inspection Based on current SCS personnel rates Project Engineer - assume 1 day per quarter 155.00 $ hours 32 4,960.00 $ Based on current SCS personnel rates Principal Engineer - assume 4 hours per quarter 270.00 $ hours 16 4,320.00 $ c. Quarterly Reporting Based on current SCS personnel rates Project Engineer - assume 1 day per quarter 155.00 $ hours 32 4,960.00 $ Based on current SCS personnel rates Principal Engineer - assume 4 hours per quarter 270.00 $ hours 16 4,320.00 $ d. Five-Year Permit Renewal Based on SCS estimate for document update and 5-year application preparation 50,000.00 $ Year 5 10,000.00 $ Total Cost 97,520.54$
General Notes:
1)
2)
3) LA County rates include a benefit factor adjustment of 1.918.
Assumptions:
1.a.1-1)
1.a.1-2)
1.a.1-3)
1.a.1-4)
1.a.1-5)
1.a.2-1)
1.a.2-2)
1.a.2-3)
1.b-1.a)
1.b-1.b)
1.b-2.a)
1.b-2.b) Per Diem based on current SCS rate.
1.b-2.c) Lodging estimated at $250 per day.
1.b-3) Lab costs estimated to be 4% of construction cost for Major Final Cover Repair.
1.c-1) SCS estimate of flyover topographic survey.
1.c-2.a)
1.c-2.b)
2.a-a) Labor for Landscape and Irrigation Maintenance Crew per month from Section 2.a.1.
2.a-b) Caltrans rental rate for light Truck @ $68,832.00 per year
2.a-c) LACSD 2021 estimate adjusted for inlation.
2.a-d) Based on City of Glendale recycled water rate. Quantity from LACSD 2021 estimate.
2.a.1-a)
2.a.1-b)
2.a.1-c)
2.b.1-a) Cost based on installed rate from RSMeans. Reference code: 221123105100
2.b.1-b) Cost based on installed rate from RSMeans. Reference code: 221113481940
2.b.1-c) Cost based on installed rate from RSMeans. Reference code: 221113481930
2.b.1-d) LACSD 2021 estimate adjusted for inlation.
2.b.2-a) Cost based on installed rate from RSMeans. Reference code: 221113780062
2.b.2-b) Cost based on installed rate from RSMeans. Reference code: 328423101260
2.b.2-c) Cost based on installed rate from RSMeans. Reference code: 210523508700 3-a) Labor for Drainage System Maintenance Crew from Section 3.a. 3-b)
3-c)
Labor based on LA County rate for Senior Grounds Maintenance Worker.
Labor based on LA County rate for Grounds Maintenance Worker.
Caltrans rental rate for light Truck @ $68,832.00 per year Backhoe is assumed to be Cat 430E or similar. Equipment based on Caltrans rental rate. Reference code: 1865E Labor based on current SCS personnel rate for Principal Engineer.
Labor based on current SCS personnel rate for Project Engineer.
Vehicle rate based on current SCS rate
Labor based on current SCS personnel rate for Principal Engineer.
Labor based on current SCS personnel rate for Project Engineer.
Labor based on LA County rate for Solid Waste Maintenance Supervisor.
Dozer is assumed to be D9 or similar. Equipment based on Caltrans rental rate. Reference code: 5175 Water Truck based on Caltrans rental rate.
Labor based on LA County rate for Power Equipment Operator.
Excavator is assumed to be Cat 336 or similar. Equipment based on Caltrans rental rate. Reference code: 0351E Dozer is assumed to be D9 or similar. Equipment based on Caltrans rental rate. Reference code: 5175 Labor based on LA County rate for Power Equipment Operator.
Costs based on Inflation Factor calculations based on Table 1.1.9 Implicit Price Deflator for Gross Domestic Product, United States Bureau of Economic Analysis, unless stated otherwise We combined the latest RSMeans 2025 Commercial New Construction data with original cost estimates from "SCLF Joint Technical Document" dated March 2022. Where RSMeans 2025 data was not available or specific enough, we reverted to the estimates from 2022. To update these figures to 2025 values, we applied the Implicit Price Deflator, an economic tool that adjusts costs to account for inflation and changes in the purchasing power of money. This process provided a realistic and current value for these specific costs
Excavator is assumed to be Cat 336 or similar. Equipment based on Caltrans rental rate. Reference code: 0351E Sheepsfoot Compactor rental rate based on RS Means. Reference code: 015433203150 Z:\PROJECTS\01225035.00\Data and Calculations\Task 5 - ET Cover Analysis\02-Post-Closure Cost Estimate\PCCC_2025-08_SCS\Appendix A - Scholl Canyon PC Cost Update_V1.0_2025-09-02 3 9/2/2025 3-d) LACSD 2021 estimate adjusted for inlation.
3.a-a)
3.a-b)
3.a-c)
4-a) SCS Estimate - See Appendix F
4-b) SCS Estimate - See Appendix F
4-c) SCS Estimate - See Appendix F
5-a) SCS Estimate - See Appendix G
5-b) SCS Estimate - See Appendix G
5-c) SCS Estimate - See Appendix G
5-d) SCS Estimate - See Appendix G
5-e) SCS Estimate - See Appendix G
5-f) SCS Estimate - See Appendix G
6-a) Cost based on installed rate from RSMeans. Assumes fence is 6' chain link with security wire on top. Reference code: 323113200200 7-a) Cost based on RSMeans for slurry seal and application. Reference code: 321236331010 8-a)
8-b) Labor based on SCS personnel rated for Principal Engineer and Project Engineer. 8-c) Labor based on SCS personnel rated for Principal Engineer and Project Engineer. 8-d) Based on SCS estimate for document update and 5-year application preparation.
Labor based on LA County rate for Solid Waste Supervisor/Senior Engineer.
Labor based on LA County rate for Senior Maintenance and Construction Worker.
Labor based on LA County rate for Power Equipment Operator.
Labor based on LA County rate for Maintenance and Construction Worker II.
Z:\PROJECTS\01225035.00\Data and Calculations\Task 5 - ET Cover Analysis\02-Post-Closure Cost Estimate\PCCC_2025-08_SCS\Appendix A - Scholl Canyon PC Cost Update_V1.0_2025-09-02 4 9/2/2025 Appendix B
2022 Post-Closure Maintenance Cost Estimate
March 2022 Joint Technical Document
LA Sanitation Districts
APPENDICES
APPENDIX N
POSTCLOSURE MAINTENANCE COST ESTIMATE
Item
Unit Cost Annual Cost
1 Final Cover
Final Cover Repair 1 LS $154,899 $154,899
Final Cover Repair CQA 1 LS $21,749 $21,749
Five-Year Iso-Settlement Map 1 LS $1,800 $1,800
Subtotal - Final Cover $178,448
2 Landscape and Irrigation Systems
Landscape & Irrigation System OM&R 1 YR $318,520 $318,520 Landscape & Irrigation System Replacement 1 LS $49,260 $49,260 Subtotal - Landscape and Irrigation Systems $367,780
3 Drainage System
Drainage Facilities OM&R 1 YR $57,900 $57,900
Drainage System Replacement 1 LS $73,198 $73,198
Subtotal - Drainage System $131,098
4 Water Quality Monitoring & Liquids Control Systems
Water Quality Monitoring & Reporting 1 YR $241,257 $241,257 Liquids Containment System OM&R 1 YR $129,474 $129,474
Liquids Containment System Replacement 1 LS $30,313 $30,313 Subtotal - Water Quality Monitoring & Liquids Control Systems $401,044 5 Landfill Gas Monitoring & Control Systems
LFG Monitoring & Reporting 1 YR $340,740 $340,740
LFG Monitoring System Replacement 1 LS $2,478 $2,478
LFG Control Systems OM&R 1 YR $409,579 $409,579
LFG Control Systems Replacement 1 LS $102,250 $102,250 Subtotal - Landfill Gas Monitoring and Control Systems $855,047 6 Site Security
Site Security 1 YR $36,995 $36,995
Subtotal - Site Security $36,995
7 Access Road & Support Facilities
Access Road & Support Facilities 1 YR $23,191 $23,191
Subtotal - Access Road & Support Facilities $23,191
8 Miscellaneous
Landfill Operations Supervision and Technical Support 1 YR $457,433 $457,433 Subtotal - Miscellaneous $457,433
Annual Postclosure Maintenance Cost Estimate $2,451,036 Total Postclosure Maintenance Cost Estimate - 30 years $73,531,080 Scholl Canyon Landfill
2021 Postclosure Maintenance Cost Estimate Summary
Postclosure Maintenance Activity Cost Estimate
Quantity
Preliminary Postclosure Maintenance Plan
Work Item:
Item Description Quantity Units Unit Cost
Extended
Cost Notes
1 ET Cover Repair 1 LS 45,040$ 45,040$ Based on LACSD estimate. 2 GCL Cover Repair 1 LS 109,858$ 109,858$ Based on consultant estimate.
Work Item Total………………………………………………………………………………………………… 154,899$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 ET Cover CQA 1 LS 16,352$ 16,352$ Based on CQA rates for 1.0 acre per year. 2 GCL Cover CQA 1 LS 5,396$ 5,396$ Based on CQA rates for 0.33 acres per year.
Work Item Total………………………………………………………………………………………………… 21,749$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Engineering Mapping Crew 1 LS 1,800$ 1,800$ Performed once every 5 years; Based on
LACSD internal costs.
Work Item Total………………………………………………………………………………………………… 1,800$ Final Cover Repair
Final Cover Repair CQA
Five-Year Iso-Settlement Map
Soil Placement Cost - LACSD equipment and labor
$6.98 /cy of soil hauled from onsite stockpile
Scraper
$575 /hr 657E Scraper Rental Rate
5 Scraper Cycles/hr
30 cy per scraper
150 cy per hour
$3.83 /cy of soil
Sheepsfoot Compactor (towed behind dozer)
$3.00 /hr Rental Rate ($300/month at 20 working days/month, 5 hours a day) $0.02 /cy of soil
Dozer
$255 /hr D9T Rental Rate
$1.70 /cy of soil
Rental Water Truck
$43.50 /hr Contract Water Truck and Operator
$0.29 /cy of soil
LACSD Labor
1.918 Benefits Factor
$7,700 PEO III, Step 3 Monthly Base Salary
$14,769 PEO III, Step 3 Monthly Fully Loaded Salary
$85.20 /hr PEO III, Step 3 Monthly Fully Loaded Salary
2 Operators (scraper and Dozer)
$170.41 /hr LACSD labor
$1.14 /cy of soil
Material Estimated
Annual Repair
(CY)
Unit Cost
($/CY)
Annual
Cost
Notes
Erosion Resistant Layer 6,453 $6.98 45,040$ Assumes 2 ft of excavation and fill over a 1.0 acre area each year.
Total 45,040$
Material Estimated
Annual Repair
(CY)
Unit Cost
($/CY)
Annual
Cost
Notes
Foundation Layer 403 $6.98 2,815$ Assumes 1 ft of additional foundation layer for repair areas.
Geosynthetic Clay Layer (measured in sq ft) 14,375 $2.18 31,337$ Assumes removal and replacement over a 0.33 acre area each year.
Materials Screening 2,420 $13.96 33,780$
Assumes 1.5 ft of material to be screened. Unit cost is double the placement cost.
Drainage Layer (measured in sq ft ) 10,781 $1.80 19,406$ Assumes removal and replacement over 75% of 0.33 acre area each year.
Erosion Resistant Layer 2,130 $6.98 22,520$ Assumes 2 ft of excavation and fill over a 0.33 acre area each year.
Total 109,858$
Scholl Canyon Landfill: Cover Maintenance Costs
Monolithic ET Cover
Geosynthetic Clay Layer Cover
CQA Summary
Estimate is based on the cost estimate for the characterization of the interim final cover by AES at Scholl Canyon Landfill in 2020.
TASK 1.0 - MEETINGS
Subtask 1.1 - Project Management Meetings
Labor Unit Rate Cost
Project Manager 18 hours $199 $3,582
Lead Geologist 6 hours $199 $1,194
Total Labor 24 hours $4,776
ODCs Unit Rate Cost
Vehicle 3 days $90 $270
Total ODCs $270
Total Subtask 1.1 $5,046
Subtask 1.2 - Presentation of Soil Characterization and Final Cover Design Workplan Labor Unit Rate Cost
Project Manager 32 hours $199 $6,368
Lead Geologist 10 hours $199 $1,990
Associate 20 hours $173 $3,460
Word Processor/Project Administrator 2 hours $95 $190
Total Labor 64 hours $12,008
ODCs Unit Rate Cost
Vehicle 2 days $90 $180
Total ODCs $180
Total Subtask 1.2 $12,188
Subtask 1.3 - Presentation of Alternative Final Cover Design Report (N/A) TOTAL TASK 1.0 $17,234
TASK 2.0 - REVIEW PROJECT BACKGROUND INFORMATION
Labor Unit Rate Cost
Project Manager 8 hours $199 $1,592
Associate $173
Lead Geologist 4 hours $199 $796
Total Labor 12 hours $2,388
TOTAL TASK 2.0 $2,388
TASK 3.0 - PREPARE HEALTH AND SAFETY PLAN
Labor Unit Rate Cost
Lead Geologist 6 hours $199 $1,194
Word Processor/Project Administrator 2 hours $95 $190
Total Labor 8 hours $1,384
TOTAL TASK 3.0 $1,384
TASK 4.0 - DEVELOP WORK PLAN
Labor Unit Rate Cost
Project Manager 40 hours $199 $7,960
Lead Geologist 10 hours $199 $1,990
Associate 20 hours $173 $3,460
Word Processor/Project Administrator 4 hours $95 $380
Total Labor 74 hours $13,790
TOTAL TASK 4.0 $13,790
TASK 5.0 - CONDUCT BORROW SOURCE STOCKPILE SAMPLING AND TESTING Subtask 5.1 - Geologic Logging of Soils Classification
Labor Unit Rate Cost
Project Manager 10 hours $199 $1,990
Lead Geologist 12 hours $199 $2,388
Field Geologist (Senior Professional) 154 hours $157 $24,178 Associate 8 hours $173 $1,384
Senior Technician (sample collection and transport) 36 hours $95 $3,420 Project Administrator 6 hours $95 $570
Total Labor 226 hours $33,930
ODCs Unit Rate Cost
Vehicle (Project Manager/Lead Geologist) 2 days $90 $180 Vehicle (Field Geologist) 17 days $90 $1,530
Per Diem (Field Geologist) 17 days $150 $2,550
Vehicle (Senior Technician) 6 days $90 $540
GPS Rental days $100 $0
MultiRAE PID (4 gas monitoring instrument) 4 weeks $315 * $1,260 Field Equipment (sampler, sampler shoes) cost plus 10% $560 Sampling Supplies (rings, sleeves, plastic tubes, buckets, sample bags) cost plus 10% $2,000 (*includes 10% markup) Subtotal $8,620
Subcontractors
Mobe-Demobe _ ABC Liovin Drilling 1 event $468 * $468
Drilling, Sampling & Abandonment (week days) 17 days $3,190 * $54,230 (*includes 10% markup) Subtotal $54,698
Total ODCs $63,318
Total Subtask 5.1 $97,248
Subtask 5.2 - Collection and Laboratory Testing of Core (Soil) Samples Labor Unit Rate Cost
Project Manager 8 hours $199 $1,592
Associate 24 hours $173 $4,152
Project Administrator hours $95 $0
Staff Professional (sample handling/sample selection) 24 hours $126 $3,024 Total Labor 56 hours $8,768
ODCs Unit Rate Cost
Sample Shipping (for Unsaturated Testing) cost plus 10% $500 Total ODCs $500
Laboratory Testing Unit Rate Cost
Particle Size Analysis (w/ hydrometer)(ASTM D422) 100 tests $225 $22,500 Atterberg Limits (ASTM D 4318) 100 tests $115 $11,500
Sample blending & preparation $160
Field Lab Technician $95
Storage (cost + 10%)
Compaction ASTM D1557 $195
Specific Gravity Course Aggregate Absorbtion $100
In-Situ Moisture and Dry Density (ASTM D2216/2937) 30 tests $32 $960 Hydraulic Conductivity (ASTM D5084) 30 tests $285 $8,550 Remolding charge - 4-in dia sample 30 samples $50 $1,500 Specific Gravity (ASTM D854) 10 tests $95 $950
Max. Density/Opt. Moisture Content (ASTM D1557) 30 tests $195 $5,850 Soil Classification (ASTM D2487) 100 tests $0 $0
Soil Water Characteristic Curve (ASTM D6836) incl. D5084 10 tests $952 $9,520 Total Laboratory Testing $61,330
Total Subtask 5.2 $70,598
TOTAL TASK 5.0 $167,846
TASK 6.0 - TOP DECK ALTERNATIVE FINAL COVER DESIGN (N/A) TASK 7.0 - CQA TESTING PROTOCOL AND IMPLEMENTATION PLAN Labor Unit Rate Cost
Project Manager 20 hours $199 $3,980
Technical Reviewer 4 hours $215 $860
Associate 20 hours $173 $3,460
Staff Professional 10 hours $126 $1,260
Word Processor/Project Administrator 4 hours $95 $380
Total Labor 58 hours $9,940
TOTAL TASK 7.0 $9,940
TOTAL PROJECT $212,582
Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Landscape & Irrigation Maintenance
Staff 12 mo 11,637$ 139,644$ Based on LACSD rates. 2 Crew Trucks 12 mo 4,425$ 53,096$ Based on Caltrans rental rate for light truck. 3 Services & Materials 1 LS 35,000$ 35,000$ LACSD estimate. 4 Irrigation Water 34,000 HCF 2.67$ 90,780$ Based on City of Glendale Recycled Water rate and 2.0
acre-ft/acre/yr application rate over 39 acres at 435.6 HCF/acre-ft.
Work Item Total………………………………………………………………………………………………… 318,520$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Reclaimed Water System 1 LS 13,900$ 13,900$ LACSD estimate. 2 Irrigation Control and Distribution
Systems 1.3 AC 27,200$ 35,360$
Based on preliminary estimate for Calabasas Landfill
Irrigation System Replacement Project - 2022.
Work Item Total………………………………………………………………………………………………… 49,260$ Landscape and Irrigation O&M
Landscape & Irrigation System Replacement
Reclaimed Water System Equipment Inventory
Item Quantity Units Material/Type Capital Cost Annual Cost Pump Station No. 1 2
75 hp centrifugal
pumps $179,000 $5,967
8-inch Line 250 ft galvanized steel $19,000 $633
6-inch Line 180 ft galvanized steel $14,000 $467
Other Work
Concrete Pad 1 $21,000 $700
E&I Work -- $107,000 $3,567
Appurtenant Work -- $77,000 $2,567
Total: $417,000 $13,900
DMS-#6153749-v3-SCLF_Postclosure_Cost_Estimate_-_2021.XLSX Reclaimed Water 8/10/2021 CALF Irrigation System Replacement
Qty Unit Cost Total Cost
2-inch HDPE Piping 144,250 $3.67 $529,398
Sprinkler Heads 4,097 $209.00 $856,273
Control Valves 340 $1,922.00 $653,480
Total $2,039,151
Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes*
1 Drainage System Maintenance Crew 0.5 mo 36,797$ 18,398$ Based on LACSD rates. 2 Crew Truck 0.5 mo 4,425$ 2,212$ Based on Caltrans rental rate for light truck. 3 Backhoe 0.25 mo 9,159$ 2,290$
Based on 2015-16 CalTrans rental rate for
JCB 215S with backhoe ($52.45/hr).
4 Materials & Supplies 1 LS 35,000$ 35,000$ LACSD estimate.
Work Item Total………………………………………………………………………………………… 57,900$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes*
1 Drain Pipes (HDPE) 1 LS 72,075$ 72,075$
Based on installation costs from LACSD
landfill construction projects.
2 Debris Basins 1 LS 1,123$ 1,123$
Based on installation costs from LACSD
landfill construction projects.
Work Item Total………………………………………………………………………………………… 73,198$ Drainage System Maintenance
Drainage System Replacement Costs
CAPITAL REPLACEMENT COSTS FOR DRAINAGE INVENTORY
Drain Pipes 2021 2021 Annual
Pipe Total Total PCM PCM Cost
Material Size (in) Length (ft) Cost (30 yrs)
Replacement of existing PE drain pipe with new PE drain pipe Assumes replacement in proportion to the PCM period
PE 12 75
PE 24 1,238
PE 30 338
PE 60 338
$349,054 $11,635
Replacement of existing CSP drain pipes with new CSP drain pipes Assume complete replacement before site closes then complete replacement during PCM period CSP 12 283
CSP 18 263
CSP 24 1,066
CSP 30 562
CSP 36 563
CSP 42 525
CSP 54 169
CSP 60 300
$1,215,612 $40,520
Replacement of existing HDPE drain pipes with new HDPE drain pipes Assumes replacement in proportion to the PCM period
HDPE 36 3,525
HDPE 63 113
$597,582 $19,919
TOTALS $2,162,248 $72,075
Miscellaneous
Surface
Component Number Length (ft)
Debris Basin* 1 N/A $13,479 $449
Temporary Debris Basin** 1 N/A $13,479 $449
Polishing Basin*** 1 N/A $6,740 $225
TOTALS $33,698 $1,123
* Main flow line ** North flow line
*Note: No channels (trapezoidal, paved streets, etc.) to carry surface runoff. Offsite drainage not CSD responsibility.
Summary
Drain Pipes $2,162,248 $72,075
Debris Basins $33,698 $1,123
TOTALS $2,195,946 $73,198
Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Containment System Maintenance
Crew 2.5 mo 26,945$ 67,363$ Based on LACSD rates. 2 Crew Truck 2.5 mo 4,425$ 11,062$ Based on Caltrans rental rate for light truck. 3 Materials & Services 1 LS 35,000$ 35,000$ LACSD estimate. 4 Electricity 107,000 kWh 0.15$ 16,050$ LACSD estimate.
Work Item Total………………………………………………………………………………………………… 129,474$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Redevelopment of Extraction Wells 1 LS 10,050$ 10,050$ 4 year cycle. ENR CCI update from 2010 to
2015.
2 Refurbishment of Monitoring &
Extraction Wells 1 LS 5,015$ 5,015$
20 year monument replacement cycle; 15 year
monument regrout cycle.
3 Canyon Water and Condensate
System (including Treatment) 1 LS 15,248$ 15,248$ Work Item Total………………………………………………………………………………………………… 30,313$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Water Quality Monitoring Crew 3 mo 61,350$ 184,050$ Based on LACSD rates. 2 Crew Truck 6 mo 4,425$ 26,548$ Based on Caltrans rental rate for light truck. 3 Ground Water Sample Analysis 16 ea 275$ 4,400$ Detection Monitoring Program; 4 wells
quarterly.
4 COC Sample Analysis 0.8 ea 1,985$ 1,588$
Detection Monitoring Program; 4 wells every 5
years.
5 Ground Water Sample Analysis 36 ea 504$ 18,144$ Corrective Action Program; 9 wells quarterly. 6 COC Sample Analysis 1.8 ea 2,661$ 4,790$
Corrective Action Program; 9 wells every 5
years.
7 Surface Water Sample Analysis 2 ea 869$ 1,738$ 2 samples biannually.
Work Item Total………………………………………………………………………………………………… 241,257$ Containment System O&M
Containment System Replacement
Water Quality Monitoring & Reporting
Canyon Water and Condensate Systems (plus Treatment)
Equipment No. Capacity Unit Cost Total Cost Notes
Stripping Towers 2 175,000$ 350,000$ Estimate Sump 2 Storage Tank 2 5,800 gallon 7,299$ 14,598$ Condensate Air Stripper Tank 2 10,000 gallon 11,799$ 23,598$ Stripper Effluent Tank 2 11,000 gallon 12,299$ 24,598$ CondensateTransfer Station Tank 2 3,000 gallon 1,999$ 3,998$ Total 416,792$
Tax 40,637$
Total 457,429$
Annual Cost over 30 yr Life Cycle 15,248$
Source:
www.plasticstoragetanks.com (Bailiff Enterprises, Inc)
Scholl Canyon Landfill Containment System Replacement Costs Extraction Wells
Location # of Wells Notes
Subsurface Barrier 1 6
# of Redeveloped Wells 6
Redevelopment Cycle 4 years
Cost per Redevelopment $6,700
Total Cost per Year $10,050
Monitoring Wells
Location # of Wells Notes
Subsurface Barrier 1 9 total 13 (4 wells typically dry) Monument Replacement Cycle 20 years
Cost per Monument Replacement $2,700
Total Cost per Year $1,215
Well Regrout
# of Regrouted Wells 15
Monument Regrout Cycle 15 years
Cost per Monument Regrout $3,800
Total Cost per Year $3,800
Redevelopment Cost per Year $10,050
Refurbishment Cost per Year $5,015
Total Cost per Year $15,065
Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 LFG Monitoring Crew 4 mo 62,359$ 249,436$ Based on LACSD rates. 2 Crew Trucks 16 mo 4,425$ 70,794$ Based on Caltrans rental rate for light truck. 3 LFG Sample Analysis - Ambient Air 21 ea 331$ 6,951$ SCAQMD Rule 1150.1; 4 samples & 1 control
quarterly & 1 duplicate annually.
4 LFG Sample Analysis - Surface Gas 9 ea 331$ 2,979$ SCAQMD Rule 1150.1; 2 grids quarterly & 1
duplicate annually.
5 LFG Sample Analysis - Header Gas 17 ea 525$ 8,925$ SCAQMD Rule 1150.1; 4 headers quarterly &
1 duplicate annually.
6 Boundary Probes 5 ea 331$ 1,655$
SCAQMD Rule 1150.1; 1 sample quarterly &
1 duplicate annually.
Work Item Total………………………………………………………………………………………………… 340,740$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 LFG Maintenance Crew 6 mo 26,945$ 161,671$ Based on LACSD rates. 2 Crew Trucks 6 mo 4,425$ 26,548$ Based on Caltrans rental rate for light truck. 3 Services, Materials & Supplies 1 LS 110,000$ 110,000$ LACSD estimate. 4 Electricity 524,000 kWh 0.15$ 78,600$ LACSD estimate. 5 Flare Efficiency Testing and
Sampling 4 ea 8,190$ 32,760$
12 flares tested on a 3-year cycle; 6 samples
per flare.
Work Item Total………………………………………………………………………………………………… 409,579$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 SCLF Gas Probes 15.6 lf 137$ 2,142$
Based on engineer's cost estimate per
prescriptive requirements for a life cycle of 30
years for 20 probes within SCLF. Based on
cost from 2021 SCLF Gas Collection System
project.
2 Closed Northern Canyon Perimeter
Probes 8.2 lf 41$ 336$
Based on engineer's cost estimate per
prescriptive requirements for a life cycle of 30
years for 6 probes within the Northern Canyon
area. Based on cost from 2021 SCLF Gas
Collection System project.
Work Item Total………………………………………………………………………………………………… 2,478$ Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 LFG Wells 4.5 ea 8,220$ 36,990$
Assumes all wells will be replaced in a 30-
year period. Based on cost from 2021 SCLF
Gas Collection System project.
2 LFG Header Lines 410 lf 86$ 35,260$
Based on cost from 2021 SCLF Gas
Collection System project.
3 Flare Station 1 LS 30,000$ 30,000$ Based on current flare expenses.
Work Item Total………………………………………………………………………………………………… 102,250$ Landfill Gas Monitoring & Reporting
Landfill Gas Control System O&M
Landfill Gas Monitoring System Replacement
Landfill Gas Control System Replacement
Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Security Services 1460 hr 25$ 36,500$ Estimate based on landfill salary survey. 2 Security Structure Maintenance 33 ft 15.00$ 495$ Fence repair/replacement rate is based on
previous LACSD fence cost.
Work Item Total………………………………………………………………………………………………… 36,995$ Site Security
Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Structure Maintenance 1 LS 5,000$ 5,000$ LACSD estimate. 2 Access Road Maintenance 69,967 sf 0.26$ 18,191$ Based on slurry seal every five years.
LACSD estimated rate.
Work Item Total…………………………………………………………………………………………… 23,191$ Access Road & Support Facilities
Work Item:
Item Description Quantity Units Unit Cost Extended
Cost
Notes
1 Site Operations Supervision &
Support Crew 12 mo 33,695$ 404,337$ Based on LACSD rates. 2 Crew Truck 12 mo 4,425$ 53,096$ Based on Caltrans rental rate for light truck.
Work Item Total………………………………………………………………………………………………… 457,433$ Landfill Operations Supervision & Technical Support
Crew:
Item Step
Qty per
Crew
Month
Classification Raw cost per
month
Total
Monthly OH
Unit Cost per
Man Month
Cost per
Crew Month
1 3 1 SENIOR MAINTENANCE AND
CONSTRUCTION WORKER
$6,528/mo $6,388/mo $12,916/mo $12,916/mo
2 3 1.5 MAINTENANCE AND CONSTRUCTION
WORKER II
$5,756/mo $5,633/mo $11,389/mo $17,083/mo
3 0.5 Backhoe Operator $13,594/mo $0/mo $13,594/mo $6,797/mo $36,797/mo
Crew:
Item Step
Qty per
Crew
Month
Classification Raw cost per
month
Total
Monthly OH
Unit Cost per
Man Month
Cost per
Crew Month
1 3 0.1 SOLID WASTE MAINTENANCE
SUPERVISOR
$8,374/mo $8,195/mo $16,569/mo $1,657/mo
2 3 0.25 SENIOR GROUNDS MAINTENANCE
WORKER
$5,127/mo $5,017/mo $10,144/mo $2,536/mo
3 3 0.5 GROUNDS MAINTENANCE WORKER II $4,856/mo $4,752/mo $9,608/mo $4,804/mo 4 1 1 Temporary Worker $2,640/mo $0/mo $2,640/mo $2,640/mo $11,637/mo
Crew:
Item Step
Qty per
Crew
Month
Classification Raw cost per
month
Total
Monthly OH
Unit Cost per
Man Month
Cost per
Crew Month
1 3 1 SENIOR MAINTENANCE AND
CONSTRUCTION WORKER
$6,528/mo $6,388/mo $12,916/mo $12,916/mo
2 3 1 MAINTENANCE AND CONSTRUCTION
WORKER II
$5,756/mo $5,633/mo $11,389/mo $11,389/mo
3 1 1 Temporary Worker $2,640/mo $0/mo $2,640/mo $2,640/mo $26,945/mo
Crew:
Item Step
Qty per
Crew
Month
Classification Raw cost per
month
Total
Monthly OH
Unit Cost per
Man Month
Cost per
Crew Month
1 3 0.1 SUPERVISING ENGINEER II $12,675/mo $12,404/mo $25,079/mo $2,508/mo 2 3 0.2 CIVIL ENGINEER $10,201/mo $9,983/mo $20,184/mo $4,037/mo 3 3 1 SUPERVISING ENGINEERING TECHNICIAN
I
$7,971/mo $7,800/mo $15,771/mo $15,771/mo
4 3 3 ENGINEERING TECHNICIAN III $6,576/mo $6,435/mo $13,011/mo $39,034/mo $61,350/mo
Crew:
Item Step
Qty per
Crew
Month
Classification Raw cost per
month
Total
Monthly OH
Unit Cost per
Man Month
Cost per
Crew Month
1 3 1 SENIOR MAINTENANCE AND
CONSTRUCTION WORKER
$6,528/mo $6,388/mo $12,916/mo $12,916/mo
2 3 1 MAINTENANCE AND CONSTRUCTION
WORKER II
$5,756/mo $5,633/mo $11,389/mo $11,389/mo
3 1 1 Temporary Worker $2,640/mo $0/mo $2,640/mo $2,640/mo $26,945/mo
Crew:
Total Crew Cost
LFG Monitoring Crew
Containment Structure Maintenance Crew
Total Crew Cost
Water Quality Monitoring Crew
Total Crew Cost
LFG Maintenance Crew
Total Crew Cost
Drainage System Maintenance Crew
Total Crew Cost
Landscape & Irrigation Maintenance Crew
Item Step
Qty per
Crew
Month
Classification Raw cost per
month
Total
Monthly OH
Unit Cost per
Man Month
Cost per
Crew Month
1 3 0.1 SUPERVISING ENGINEER II $12,675/mo $12,404/mo $25,079/mo $2,508/mo 2 3 0.25 CIVIL ENGINEER $10,201/mo $9,983/mo $20,184/mo $5,046/mo 3 3 1 SUPERVISING ENGINEERING TECHNICIAN
I
$7,971/mo $7,800/mo $15,771/mo $15,771/mo
4 3 3 ENGINEERING TECHNICIAN III $6,576/mo $6,435/mo $13,011/mo $39,034/mo $62,359/mo
Crew:
Item Step
Qty per
Crew
Month
Classification Raw cost per
month
Total
Monthly OH
Unit Cost per
Man Month
Cost per
Crew Month
1 3 0.1 SUPERVISING ENGINEER II (SWOE) $12,675/mo $12,404/mo $25,079/mo $2,508/mo 2 3 0.5 CIVIL ENGINEER (SWOE) $10,201/mo $9,983/mo $20,184/mo $10,092/mo 3 3 0.1 SUPERVISING ENGINEER II (FP) $12,675/mo $12,404/mo $25,079/mo $2,508/mo 4 3 0.1 CIVIL ENGINEER (FP) $10,201/mo $9,983/mo $20,184/mo $2,018/mo 5 3 1 SOLID WASTE MAINTENANCE
SUPERVISOR
$8,374/mo $8,195/mo $16,569/mo $16,569/mo
$33,695/mo
Landfill Operations Supervision and Support - Operations and Planning Total Crew Cost
Total Crew Cost
Bid Date: January 7, 2021 Scholl Canyon Landfill
Gas Collection System - 2021
Page: 1
No Description Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount 1 Construction of Project 1 LS 1,097,210.00$ 1,097,210.00$ 504,000.00$ 504,000.00$ 1,097,671.00$ 1,097,671.00$ 2 Furnishing all labor, material, and equipment to construct approximately 3,200 linear feet of 30-inch diameter auger drilled gas collection well system, including all necessary spoils handling and transport
2a
Constructing approximately 2,300 linear feet of 30-inch diameter auger drilled gas collection wells into refuse conditions including all necessary 6-inch diameter perforated high-density polyethylene (HDPE) SDR 11 casing, gravel backfill, and appurtenances 2,300 LF 137.00$ 315,100.00$ 220.00$ 506,000.00$ 200.00$ 460,000.00$ 2b
Constructing approximately 900 linear feet of 30-inch diameter auger drilled gas collection wells into refuse conditions including all necessary 6-inch diameter non-perforated HDPE SDR 11 casing, gravel backfill, and appurtenances 900 LF 164.00$ 147,600.00$ 210.00$ 189,000.00$ 181.00$ 162,900.00$ 3 Furnishing all labor, material, and equipment to construct approximately 3,200 linear feet of 12-inch diameter SDR 17 HDPE buried gas header on benches and slopes, including all necessary excavation, backfill, spoils handling and transport, fittings, pipe supports, and appurtenances 3,200 LF 62.00$ 198,400.00$ 100.00$ 320,000.00$ 50.00$ 160,000.00$ 4 Furnishing all labor, material, and equipment to construct approximately 2,300 linear feet of 18-inch diameter SDR 17 HDPE buried gas header on benches and slopes, including all necessary excavation, backfill, spoils handling and transport, fittings, pipe supports, and appurtenances 2,300 LF 86.00$ 197,800.00$ 120.00$ 276,000.00$ 95.00$ 218,500.00$ 5 Furnishing all labor, material, and equipment to construct five(5) lateral connections between existing gas collection trenches and proposed/existing gas headers, including all necessary piping, supports, fittings, and appurtenances, 5 EA 19,300.00$ 96,500.00$ 20,000.00$ 100,000.00$ 10,240.00$ 51,200.00$ 6 For furnishing all labor, material, and equipment to construct approximately 8,000 linear feet of gas collection trenches, including all necessary excavation, spoils handling and transport, gravel and soil backfill including compaction, geotextile, 8-inch perforated SDR 11 HDPE piping, fittings, and appurtenances, and EXCLUDING proposed trench connection laterals 8,000 LF 70.00$ 560,000.00$ 95.00$ 760,000.00$ 85.00$ 680,000.00$ 7 For approximately thirty(30) hours of stand-by time for trenching or well drilling equipment and crew, as necessitated and directed by the Engineer 30 HR 1,700.00$ 51,000.00$ 700.00$ 21,000.00$ 1,050.00$ 31,500.00$ *Mathematical error in bid. 2,663,610.00$ 2,676,000.00$ * 2,861,771.00$ 1Listed Subcontractors
Sacramento Drilling, Inc.
Vertex Survey, Inc.
Leighton Consulting, Inc.
Southwest Inspection & Testing, Inc.
BID ITEMS SCS Field Services MMC, Inc. Environmental Construction, Inc.
DOC 6024551
State of California
California State Transportation Agency
Department of Transportation
Division of Construction
Labor Surcharge
and Equipment Rental Rates
(Cost of Equipment Ownership)
Effective April 1, 2021 through March 31, 2022
JD-510D w/ backhoe 2630D $55.17 FR 35 3052 $208.70
JD-544B 2660B $56.11 FORD [ FORD ]
JD-544C 2660C $57.67 Model Code Rate
JD-544D 2660D $56.61 545C 3054 $31.97JD-544E 2660E $62.62 650 w/ backhoe 3056 $35.29JD-544G 2660G $69.08 655A w/ backhoe 3056F $39.50544J 2660J $90.45 655C w/ backhoe 3056G $43.37544K 2660K $100.99 750 w/ backhoe 3057 $46.19JD-610B w/ backhoe 2690 $45.19 755 w/ backhoe 3061 $49.22JD-610C w/ backhoe 2691 $51.45 755B w/ backhoe 3063 $55.99JD-624E 2700 $75.01 755A w/ backhoe 3065 $54.66JD-624G 2700G $84.98 A-62 3114 $48.11JD-624H 2700H $93.05 A-64 3116 $58.39JD-644B 2710 $77.57 A-66 3118 $76.10JD-644C 2715 $80.40 JD-644D FURUKAWA2717 $83.02 [ FURU ]
JD-644E 2719 $89.85 Model Code Rate
JD-644G 2719B $102.21 FL 320A 3120M $107.56
JD-644H 2719H $109.57 FL 330 3120S $117.33
644J 2719J $121.73 HOUGH [ HOUG ]
JD-710B w/ backhoe 2720 $57.77 Model Code RateJD-710C w/ backhoe 2721 $64.19 H65C 3578 $74.76JD-710D w/ backhoe 2722 $69.95 H-90E 3884 $129.46JD-710D 4WD w/ backhoe 2722D $71.83 H-100C 3954 $152.19710G 2722G $74.29 JD-744H 2723 $149.15 INTERNATIONAL [ INTL ]
744J 2723J $176.20 Model Code Rate
JD-844 2725 $143.56 260A 2260 $34.17
260A w/ backhoe 2270DRESSER [ DRES ] $35.78
270A w/ backhoe 2280 $39.42Model Code Rate
280A w/ backhoe 2285 $48.45510B 2310 $44.08
510C 2310C $58.89 J C B [ JCB ]
515B 3517 $57.24 Model Code Rate
515C 3517C $69.67 214S w/ backhoe 4430 $47.36
520B 3519 $66.20 215S w/ backhoe 4435 $52.04
520C 3519C $83.04 217S w/ backhoe 4440 $55.23
530 3520 $92.79 3C 1550 2WD w/ hoe 4448 $33.81
530C 3520C $101.22 3D 1700 4WD w/ hoe 4450 $45.17
540 3530 $127.69 1400B w/ backhoe 4455 $38.30
550 3540 $127.73 1550B w/ backhoe 4457 $43.85
1600B w/ backhoe 4458 $50.49FIAT-ALLIS [ F-A ]
1700B w/ backhoe 4459 $51.51Model Code Rate
545B 3042 $54.06 KAWASAKI [ KAWA ]
745C 3046 $106.08 Model Code Rate
FR 10 3049H $57.15 60Z IV 4300 $65.06
FR 10B 3049I $62.20 65Z IV 4310 $72.67
FR 20 3050 $120.09 KSS 80Z II 4330 $93.32
FR 30 3051 $157.00 80Z III 4335 $108.55
FR 20B 3051B $133.66 80Z IV 4340 $110.54
19 2200 5650 $15.62 TRUCK, TRUCK TRAILERS, EXCL. [ TRUCK ]2300 5660 $23.55 DUMP TRUCKS & EQPT TRAIL 2310 5662 $24.75
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.883210 5670 $26.90 Includes all attachments and accessories related to hauling, with and without 3210 Combo 5675 $27.76 trailers as needed. Includes water trucks, freight trucks and passenger vehicles, including 4wd option. Listed by Mfr's Gross Vehicle Weight in 3500 5676 $31.72 Kilograms(pounds). For tractor-trailer units, the gross vehicle weight of the 4010 5677 $40.51 cargo carrying unit or units will control. In the case of water trucks, the tank capacity expressed in kilograms (pounds) of water plus 20%, will determine 4010 Combo 5678 $31.60 the gross vehicle weight. For attachment allowance, see attachment class. 5010 5679 $31.56
TRUCKS [ T&TT ]6510 5680 $37.73
OVER TO Code Rate6510 Combo 5685 $40.77
CARS , LIGHT TRUCKS 00-06 $25.14
MIDMARK [ MDMK ] 3175 (7000) 5443 (12000) No small 06-12 $28.46 Model Code Rate pickups
300 A 7945 $23.24 5443 (12000) 9072 (20000) 12-20 $36.92 321 7950 $24.49 9072 (20000) 12701(28000) 20-28 $39.12 400 A 7955 $29.74 12701 (28000) 16330 (36000) 28-36 $44.60 440 7960 $37.51 16330 (36000) 21773 (48000) 36-48 $59.78 21773 (48000) 27216 (60000) 48-60 $65.72VERMEER [ VERM ] 27216(60000) & Over 60 $73.97 Model Code Rate
CC-135 8350 $83.11 TRUCKS, OFF-HIGHWAY [ TRUOF ]
M 220 8380 $15.49
M 455 / M455A 8480 $36.82 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.80 M 475 8570 $39.02 Includes all attachments and accessories. Includes end dump, belly dump and earthmover types. Listed in accordance with Mfr's rated capacity in tonnes M 475A 8571 $44.09 (tons). In the case of earthmover types, rated by Mfr's volumetric capacity, a factor of 1.4 tonnes per cubic meter (1-1/2 tons per cubic yard) of struck M 485 8580 $42.86 capacity shall be used.
M 495 8585 $69.11
TRUCK OFF-HIGHWAY [ TRU ]T 300B, T 300A 8718 $24.08 T 400C, T 400B, T 400A $52.85 OVER TO Code Rate8781
T 600D, C, B, A 9.1 (10) 13.6 (15)8842 $76.29 10-15 $45.39 T 650 16.3 (18) 20.0 (22)8843 $128.83 18-22 $81.39
T 800B, T 800A, T800 20.0 (22) 24.5 (27)8870 $122.38 22-27 $101.51 T 800C 24.5 (27) 29.0 (32)8871 $133.47 27-32 $116.15
T 850 29.0 (32) 36.3 (40)8875 $237.82 32-40 $157.46
V 430 36.3 (40) 49.9 (55) $232.718950 $27.52 40-55
V 430A 49.9 (55) 60.8 (67)8951 $30.95 55-67 $261.52
V 434 / M 434 9000 $26.53
V 440 9015 $29.54
V 450 9017 $35.03
V 454 9020 $30.30
V 1550 9025 $14.49
34 Appendix C
Cal-Trans Labor Surcharge and Equipment Rental Rates
(April 1, 2025 – May 31, 2026)
State of California
California State Transportation Agency
Department of Transportation
Division of Construction
Labor Surcharge
and Equipment Rental Rates
(Cost of Equipment Ownership)
Effective April 1, 2025 through March 31, 2026
Table of Contents
Labor Surc harge ..................................................................................A Overtime and Multiple Shifts ................................................................C Delays ..................................................................................................D Daily Extra Work Bill ............................................................................D Attachments ..........................................................................................1 AIRCP Air Comp ressors ..................................................................................1 AIRDL Air Drills, Crawler .................................................................................1 AIRTO Air Tools ...............................................................................................1 ASDSP Asphalt Dike and S houlder Pavers ......................................................2 ASPAV Asphalt Pa vers .....................................................................................2 ASPWP Asphalt Windrow/Pickup Machines.......................................................3 AUGCL Augers, Craw ler Mounted .....................................................................3 AUGHZ Augers, Horizontal ................................................................................3 AUGTK Augers, Tr uck Mounted.........................................................................3 BITDT Bituminous Distributors ........................................................................4 BRMSW Brooms and Sw eeping Equipment........................................................4 BRUCP Brush Chipping and Shredding Machines ............................................4 COMHG Compactors, Hand Guided ...................................................................4 CONMX Concrete Mixers....................................................................................5 CONPM Concrete Pumps ...................................................................................5 CONSF Concrete S lipform Pavers .....................................................................5 CONVB Concrete Vibrators ................................................................................5 CRBEX Curb Extrus ion Machines......................................................................5 CRBSF Concrete Barrie r Slipform Pavers .........................................................5 ELGEN Electric Generator s and Light Plants ....................................................6 ELTOL Electric Powe red Hand Tools................................................................6 FKLFT Fork Lift Trucks ....................................................................................6 GRADR Graders .................................................................................................6 HAMMR Hammers, Demo lition and Pile .............................................................7 HCECL Hydraulic Cranes and Excavators, Crawler Mounted...........................8 HCESP Hydraulic Cranes and Excavators, Self Propelled................................12 HCETD Hydraulic Cranes and Excavators,Truck Mounted with Carrier.......... ..14 HCETG Hydraulic Cranes and Excava tor Truck MTD less Carrier ...................15 HYLFT Hydraulic Personnel Lifts and Aerial Work Platforms ..........................16 LDRCL Loaders, Crawler ..................................................................................16 LDRRT Loaders, Ru bber Tire ...........................................................................17 LEADS Leads, Pile Driving ...............................................................................20 NONOP Non-Operated Equipment (daily rates) ................................................21 PGDIA Pavement Grinders, Diamond Blade ....................................................22 PGT-C Pavement Grinders, Tungsten-Carbide Bits ........................................22 PUMWA Pumps, Water .......................................................................................23 ROL-2 Rollers, Tandem Steel Wheels ............................................................23 ROLRT Rollers, Rubber Tire, Self Propelled ....................................................24 ROTAM Roller-Tapping, Segmented, Sheepsfoot, Self Propelled ....................24 ROTAT Rollers-Tamping, Segmented, Sheepsfoot Towed...............................25 ROVIB Rollers, Vibratory, Self Propelled..........................................................25 S&CCL Shovels and Cranes, Crawler ...............................................................28 S&CTK Shovels and Cranes, Truck Mounted ...................................................28 SANBL Sand Blasting Equipment......................................................................28 SAWCH Saws, Chain and Earth Auger Attachment ...........................................29 SAWCO Saws, Concrete and Masonry...............................................................29 SCRSP Scrapers, Se lf Propelled .......................................................................29 TRACC Tractors, Crawler...................................................................................30 TRACH Tractors, Heavy ....................................................................................31 TRACS
Tractors R, ubber Tire, Industrial, Farm and Skid Steer .......................32 TRAFA Traffic Control and Safety Devices (hourly rates).................................32 TRAFC Traffic Control and Safety Devices (daily rat es) ...................................32 TRAIL Trailers Equ, ipment, Low Bed...............................................................33 TRAIT Trailers Equ, ipment, Tilt Bed.................................................................33 TRENC Trenching Machines..............................................................................33 TRUCK Truck, Truck Trailers, EXCL Dump Trucks and EQPT Trail.................34 TRUOF Trucks, Off Highway..............................................................................34 TRUON Trucks, Dump, On-highway ..................................................................35 WELD Welding Equipment...............................................................................35
THIS PAGE LEFT INTENTIONALLY BLANK
FOR DOUBLE-SIDED PRINTING
USER'S GUIDE
FOR LABOR SURCHARGE AND EQUIPMENT RENTAL RATES
April 1, 2025 - March 31, 2026
Equipment Rental Rates are available on the Internet at:
http://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge Miscellaneous Equipment Rental Rates are available on the Internet at:
https://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge The miscellaneous listing is updated daily.
Changes
Books are no longer available in hard copy and should be downloaded from the internet and printed.
Changes to the equipment rates in the April 1, 2025 book are the result of: 1) fuel costs decreased; 2) interest rates deccreased; 3) Producers' Price Index increased; 4) increase in sales tax; and 5) no change in freight (F.O.B.) rates.
Labor Surcharge
The labor surcharge compensates the contractor for statutory payroll items stipulated by various governmental agencies. The six items included are worker’s compensatio n, soc ial security, Medicare, Federal unemployme nt insurance , State unemployme nt insuran ce, and St ate training taxes. The general rate is an average of the job classifications common to Caltrans projects. The labor surcharges in the April 1, 2025 book are the result of some changes in worker's compensation rates. The rates were derived from using the pure premium rate approved by the Insurance Commissioner effective September 1, 2024 and increasing it by the historical statewide average expense. In the calculation of the labor surcharge for overtime work, the worker's compensation is not included on the premium portion of overtime, as provided by worker's compensation regulations.
The surcharge percentage to be applied to the actual wages paid as provided in Section 9-1.04B [9-1.03A(1b)] of the Standard Specifications will be 10 percent for regular time (RT) and 10 percent for overtime (OT).
Exceptions to the general rate are listed below. These classifications were chosen because of high worker’s compensation insurance costs. Forward questions, regarding worker’s compensation rating and proper labor surcharge usage, to the rental rate personnel in the Division of Construction.
A
EXCEPTIONS
Type of Work Performed Labor Surcharge Percent
RT OT
Concrete Construction - Bridge.......................................................................... 10 10 Drilling ................................................................................................................ 13 12 Fence & Guardrail Construction ......................................................................... 10 10 Erection of structural metal for metal bridges, excluding sign bridge ............... 12 12 Landscape Gardener ........................................................................................... 10 10 Mobil Crane & Hoist Service............................................................................. 12 12 Painting Steel Structures or Bridges ................................................................... 12 12 Pile Driving, not including drilled, cast-in-place concrete piles ........................ 13 12 Sign Erection or Repair ..................................................................................... 15 14 Wrecking & Demolition ..................................................................................... 11 11 An appropriate labor surcharge will be established by the Division of Construction for work that is determined by the resident engineer to be covered by Longshoreman and Harbor Worker’s Act.
B
Background
By the authorit
y described in Section 9-1.04 [9-1.03A] of the Standard Specifications, compensation for work paid by force account is determined to be the total of the direct equipment costs (rental rate) plus a 15 percent markup for all overhead not included as direct costs. The direct costs include fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance, depreciation, storage, cost of facilities capital, overhaul and all incidentals. The labor costs required to provide the above listed items are also included. The operator cost is not included in the equipment rate.
The calculated rate represents the cost of own ing and operating the equipment, which is likely to be lower than the rate charged by a rental yard. The rental yard rate may include additional overhead and profit as well as a premium for short-term rentals. In certain situations, factors are applied to the calculated rates to provide ownership-only rates for delay situations or operating-only rates for overtime situations. The rates are calculated using factors for the direct cost items described above.
The factors represent an average and are applied to all makes and models of equipment within the class. All rates are hourly, unless stated otherwise.
Overtime and
Multiple Shifts
Certain equipment
costs are fixed on an annual basis, no matter how many hours are worked. Once an estimate of the costs and hours of use is made, a rate can be determined. When more than the estimated number of hours are worked (Overtime or Multiple Shift), a duplication of payment occurs on the fixed cost portion of the equipment rate.
In order to avoid this duplication, Caltrans uses a reduced rate for the Overtime or Multiple Shift situations. The definition of Overtime or Multiple Shift periods is:
Overtime hou
rs occur after the equipment has worked at force account, eight hours per day (or after the daily equivalent of forty hours per week for special work schedules - 4/10 or 9/80).
Multiple shift hours will be paid at the same rate as overtime hours.
The hours shown on th
e Daily Extra Work Bill will determine when the Overtime and Multiple Shift is to be used. When the hours worked on force account are eight or less, straight time rates will be used. When the hours worked on force account are more than eight, Overtime and Multiple Shifts rates will be used. Saturday, Sunday or holiday work will be paid at the overtime r ate except in those cases where these days are considered working days in the special provisions.
Be advised the c
omputed overtime rates are no longer rounded and now equal the product of the straight time rate and overtime factor. The Overtime and Multiple Shift Factors are recalculated annually to reflect changes in the operating costs.
C
Delays
As describe
d in Section 8-1.07C [8-1.09] of the Standard Specifications, the Delay Factor may be applied to the equipment rental rate. The Delay Factor may be the basis for compensation for idle equipment time on an excusable delay. The factor has been calculated to include the ownership costs without including operating costs. The Delay Factor recovers all the contractor's non-operating costs in an eight-hour day. If payment is made for equipment on an excusable delay , it is limited to eight hours per day or forty hours per week maximum.
The NONO
P class for non-operated items and the TRAFC class for traffic safety devices have been separated from traditi onal "rolling stock" equipment when calculating the Delay Factor. These classes are comprised of items whose depreciable lives are related to the number of uses per year, rather than the number of hours per year. Accordingly, the reasonable compensation for the contractor's actual loss has been estimated to equal the cost of facilities capital. It should be recognized that these items must be out of service before the Delay Factor is applied. For example, if work behind K-rail is delayed, the K-rail should be paid straight time until it is no longer controlling traffic.
Any use
of this factor must have the prior approval of the resident engineer. The Delay Factor is recalculated annually to reflect changes in the operating costs.
Use of Dai
ly Extra Work Bill
Identificatio
n codes and rates are intended to be used with the Department’s Internet change order billing system. The class is abbreviated using a 5-digit alpha-code, the make (manufacturer), a 4- digit alpha-code, and the code a 7-digit alpha -numeric code. All three codes must be used to define the equipment when using the automated pay system. Since the majority of items are described by per hour rates, each line has an entry for hours with an allowable maximum of 24. Special items with other than ho urly rates should be appropriately checked and then entered in the Regular Hours column. For example, 50 Traffic Cones used 3 days (converts to 1.5, 100-cone-days) requires 1.5 be entered in the Regular Hours column. Note that any entry in the Delay Factor column will automatically apply the Delay Factor to every equipment entry on the current report.
Whenever an identification code cannot be found or the rate for a particular date of work performed is not available, updated information should be requested from the resident engineer. It is the resident engineer's responsibility to establish rates for equipment not found in the Labor Surcharge and Equipment Rental Rates publication. Support for this determination is available from both District and Headquarters Construction Offices. Rates are regularly superseded during contract periods, so avoid the use of old publications or expired rates.
The equip
ment is presented with a standard configuration capable of performing work commonly encountered on Caltrans projects. Special attachments or accessories are described under the classification heading in the Labor Surcharge and Equipment Rental Rates publication. Attachments other than those described by these remarks will be paid only upon direction of the res ident engineer.
D
1 ATTACHMENTS AIR COMPRESSOR
AIR DRILLS, CRAWLER
AIR TOOLS
TRACTOR ATTACHMENTS -including power control units and accessories necessary to provide a functional attachment. Dozer blades are included in the standard configuration for both crawler and heavy, rubber tire tractors.
Rippers are listed from R1 to R8 and Winches for logging or towing are listed from S1 to S5. Equipment model groups are as follows:
1. Case 300 Thru 800 Series, Cat D-2 thru D-4, Deere 400 & 450, Dresser TD-7, TD-8 and TD-9, Fiat-Allis FD-5 Thru FD-7, Komatsu D21E Thru D37P, Liebherr PR711 & PR721.
2. Case 1150, Cat D-5, Deere 750, Dresser TD-12, Fiat-Allis FD9 & 10, Komatsu D58P, Liebherr PR731.
3. Case 1450 and 1550, Cat D-6, Deere 850, Dresser TD-15, Komatsu D63PE Thru D68P, Liebherr PR741.
4. Cat D-7 & 814, Dresser TD-20, Fiat-Allis 14 & FD14, Komatsu D83P, Terex 82-30
5. Cat D-8 & 824, Dresser TD-25, Fiat-Allis FD20 Komatsu D135A, Terex 82-40 Michigan 280, Raygo CHD 17 & CD-500.
6. Cat D-9 & 834, Fiat-Allis FD30, Raygo CHD 24 & CD 800.
7. Cat D-10, Dresser TD-40, Fiat-Allis FD40, Komatsu 375, Michigan 380, Raygo CDH 30.
8. Cat D-11, Fiat-Allis FD50, Komatsu 475
All types of self contained units, regardless of power (gas, diesel and lpg) or type of compression (reciprocating, screw and vane). The listed rates include
15.2 meters (50 lineal feet) of hose, all hose whips, fittings, couplings and any compressor attachments. Listed in accordance with mfr's rated capacity in liters per second (cubic feet per minute) at 7 bar (100 psi).
All types, pneumatically propelled, including attachments. Expendable carbon drill steel, bits and shanks shall be paid by separate invoice. Rated in accordance with the cylinder bore diameter in millimeters(inches).
All types including paving breakers, clay spades and diggers, sinker rock drills, trench diggers, sheeting/spike drivers, backfill tampers and hand held grinding tools. Expendable drill steel, bits and breakers points, grinding wheels and shanks shall be paid by separate invoice. Rated by tool weight in kilograms (pounds), determined in accordance with the mfr's specifications. [ AIRCP ]
[ AIRDL ]
[ AIRTO ]
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 DELAY FACTOR = 0.48 OVERTIME FACTOR = 0.56 DELAY FACTOR = 0.62 OVERTIME FACTOR = 0.40
PORTABLE
CRAWLER DRILLS
AIR TOOLS
Model
OVER TO
OVER TO
OVER TO
[ PORT ]
[ CLR ]
[ ATOL ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Clam action bucket 1 CY & Less
Clam action Over 1 CY to 2 CY
Clam action Over 2 CY to 3.5 CY
Clam action Over 3.5 CY to 5 CY
Clam action bucket Over 5 CY
Ripper on No. 1 models
Ripper on No. 2 models
Ripper on No. 3 models
Ripper on No. 4 models
Ripper on No. 5 models
Ripper on No. 6 models
Ripper on No. 7 models
Ripper on No. 8 models
Winch on No. 1 models
Winch on No. 2 models
Winch on No. 3 models
Winch on No. 4 models
Winch on No. 5 models
Lift gate
Pump, water truck only
Winch, truck
Gas welding hose per 15.2 m (50 lf)
Elec welding lead per 30.5 m (100 lf)
0 19 (40)
19 (40) 76 (160)
76 (160) 118 (250)
118 (250) 212 (450)
212 (450) 354 (750)
354 (750) 566 (1200)
566 (1200) 708 (1500)
0 100 (4)
100 (4) & Over
0 4.5 (10)
4.5 (10) 9.1 (20)
9.1 (20) 13.6 (30)
13.6 (30) 18.1 (40)
18.1 (40) 27.2 (60)
27.2 (60) & Over
C1
C2
C3
C4
C5
R1
R2
R3
R4
R5
R6
R7
R8
S1
S2
S3
S4
S5
TG
TP
TW
WH
WL
000-004
004-016
016-025
025-045
045-075
075-120
120-150
0-4
5 0-10
10-20
20-30
30-40
40-60
60 $5.57
$9.79
$14.18
$20.21
$27.94
$3.36
$4.39
$7.32
$8.27
$13.56
$21.44
$24.87
$41.47
$3.98
$5.94
$7.86
$10.09
$17.68
$1.15
$7.90
$0.42
$0.02
$0.24
$6.49
$24.14
$26.18
$45.60
$75.35
$110.14
$143.41
$34.11
$34.94
$0.52
$0.57
$1.03
$1.20
$1.30
$1.84
EQUIPMENT RENTAL RATE
NOTE--THE FOLLOWING RATES ARE IN EFFECT FROM APRIL 1, 2025 THROUGH MARCH 31, 2026 2 ASPHALT DIKE & SHOULDER PAVERS
ASPHALT PAVERS
Includes all attachments, accessories and automatic grade and line control.
Includes all attachments, accessories and automatic grade and line control. [ ASDSP ]
[ ASPAV ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.92 DELAY FACTOR = 0.16 OVERTIME FACTOR = 0.87 A.C. DIKE COMPANY
ASPHALT PAVING COMPANY
BLAW-KNOX
DELTA
BARBER-GREENE
BLAW-KNOX
CATERPILLAR
CEDAR RAPIDS
LAYTON
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ACDC ]
[ APCO ]
[ B-K ]
[ DLTA ]
[ B-G ]
[ B-K ]
[ CAT ]
[ CEDR ]
[ LYTN ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
No. 1
No. 2
Nos. 43, 44
E-1
E-2, E3
RW-35 / 38
RW-85
RW-95
RW-100
RW-195D
DC-1
BG 220
BG 225
BG 240
BG 245
BG 260
BG 260B
BG 265
RT 435, 4wd
RT 445, 4wd
RT 455, 4wd
RT 455, 4wd, 10-20' screed
RT 465, 4wd
SA 125
SB 131
SB 140
SA 141
SA 145
SA 150
SB 170
PF-22
PF-35
PF-115
PF-120H
PF-171
PF-180
PF-180H
PF-200
PF-200, 18' screed
PF-220
PF-400A
PF-500
PF-500, 18' screed
PF-510, 18' screed
PF-3172, 18' screed
PF-3200
PF-5510
AP-200
AP-800
AP-1050
AP-1000
AP-1000 4wd
AP-1055B
AP-1055D
AP-1200
BSF-2H
BSF-3R
CR-351
CR-351 4wd
CR-361R (RUBBER TRACK)
CR-431
CR-551
CR-461
CR-561
F-525
D-550
H-500B
4050
4052
4054
4000
4002
4075
4077
4079
4081
4083
4095
0805
0810
0815
0820
0825
0826
0830
0905
0925
0945
0955
0965
1419E
1420
1425
1430
1432
1435
1440
1490
1550
1750
2010
2090
2100
2204
2250
2252
2300
2350
2404
2406
2407
2408
2410
2415
2420
2430
2431
2435
2436
2438
2438D
2440
2550
2600
2668A
2668B
2668R
2669
2670
2672
2674
2680
2682
2684
$100.92
$75.49
$94.32
$128.77
$231.42
$87.91
$50.44
$80.50
$128.73
$179.13
$177.81
$108.15
$115.99
$128.23
$138.50
$168.63
$209.65
$186.88
$138.29
$131.54
$129.50
$133.44
$174.83
$104.03
$128.48
$161.38
$111.84
$135.78
$173.53
$180.05
$49.21
$88.62
$132.71
$125.10
$185.58
$90.06
$195.75
$198.01
$201.06
$203.18
$173.57
$220.11
$223.37
$229.08
$187.01
$255.94
$268.37
$57.60
$138.14
$213.23
$209.38
$215.70
$263.11
$335.21
$179.15
$117.75
$132.50
$180.25
$185.28
$215.79
$152.78
$242.34
$240.10
$252.83
$27.98
$30.60
$7.53
3 ASPHALT WINDROW PICKUP MACHINE
AUGERS, CRAWLER MOUNTED
AUGERS, HORIZONTAL
AUGERS, TRUCK MOUNTED
Includes all attachments and accessories.
Includes carrier, attachments and accessories with up to 6.1 meters(20 feet) of auger flights. Consumable bits or tips to be paid by separate invoice.
Includes all attachments and accessories with up to 9.1 meters(30 feet) of auger flight, track and/or pipe pusher. Consumable bits or tips shall be paid by separate invoice. Power unit is included.
Includes truck/carrier, all attachments and accessories with up to 6.1 meters(20 feet) of auger flight. Consumable bits or tips shall be paid by separate invoice. [ ASPWP ]
[ AUGCL ]
[ AUGHZ ]
[ AUGTK ]
DELAY FACTOR = 0.07 OVERTIME FACTOR = 0.95 DELAY FACTOR = 0.27 OVERTIME FACTOR = 0.75 DELAY FACTOR = 0.26 OVERTIME FACTOR = 0.76 DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81 ATHEY
BARBER-GREENE
CATERPILLAR
CLARK'S WELDING COMPANY
C.M.I.
BAYSHORE
TEXOMA
WATSON
AKKERMAN
AMERICAN AUGER
BORZALL
DITCH WITCH
ATLANTIC
CALWELD
HUGHES
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ATHY ]
[ B-G ]
[ CAT ]
[ CLAR ]
[ CMI ]
[ BYSH ]
[ TXMA ]
[ WATS ]
[ AKMN ]
[ AMAU ]
[ BORZ ]
[ D-W ]
[ ATLN ]
[ CALW ]
[ HUGH ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
7-11
BG-610H
WE-601B
500
601
Lincoln 660
851
8400 TD limited access
TAURUS
700CL
2000CM
2500CM
3000CM
3100CM
360
420 series 1250
36-350
2300-10
4265-10
2510
LDH-80
LDH-100
LLDH-80
LLDH-120
150-A
200
4500LH
EZ 112
EZ 120
LDH-100
LDH-80
LLDH-120
LLDH-80
5000
5100
5200
5300
5304
5305
5405
1500
2010
2100
2500
2505
2510
2515
5000
5002
5014
5040
5042
5040
5000
5005
5010
5015
5050
5052
5054
5070
5071
5072
5074
5076
5078
$124.03
$82.42
$94.59
$71.90
$68.94
$125.70
$119.77
$141.11
$288.87
$162.75
$128.37
$196.63
$223.09
$230.64
$123.27
$126.34
$36.16
$12.80
$17.91
$55.06
$204.43
$173.71
$221.40
$235.25
$123.89
$145.01
$243.54
$74.92
$84.60
$134.58
$132.96
$194.65
$181.26
4 BITUMINOUS DISTRIBUTORS
BROOMS & SWEEPING EQUIPMENT
BRUSH CHIPPING & SHREDDING
MACHINES
COMPACTORS, HAND GUIDED
Includes all equipment for handling bituminous materials under pressure.
Includes pumps, spray bars and other attachments and accessories.
Includes all attachments and accessories with brooms of any type. Includes broom wear.
Includes all attachments, accessories and power unit. Rated in accordance with the cutter head width in millimeters(inches)
Includes pan, vibrating plate, rammer and jumping jack type compactors(gas or diesel). Includes all attachments and accessories. Listed in accordance with the weight in kilograms(pounds)
[ BITDT ]
[ BRMSW ]
[ BRUCP ]
[ COMHG ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88 DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87 DELAY FACTOR = 0.07 OVERTIME FACTOR = 0.94 DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.83 P.D.E.
TEXOMA
WATSON
TRAILER MOUNTED
TRUCK MOUNTED
BROOMS - MOUNTED & TOWED
BROOMS - SELF PROPELLED
SWEEPERS - SELF PROPELLED,
PICK UP
BRUSH CHIP & SHRED
COMPACTORS
Does not include towing unit. Capacity rated in liters (U.S. gallons).
Including truck. Capacity rated in liters (U.S. gallons).
Includes traction, PTO or engine driven.
Rated in accordance with hopper size in cubic meters (cubic yards).
Model
Model
Model
OVER TO
OVER TO
Model
Model
OVER TO
OVER TO
OVER TO
[ PDE ]
[ TXMA ]
[ WATS ]
[ TLMD ]
[ TRMD ]
[ MTTD ]
[ SFPR ]
[ SWSP ]
[ BCSM ]
[ COMP ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
M -100
M-400 with hammer
Economatic 115
Super Economatic
80 270
330
330 with hammer
500 with hammer
600
700
1000
2000
3000
0 1136 (300)
0 3028 (800)
3028 (800) 5299 (1400)
5299 (1400) 6831 (1800)
6831 (1800) 11355 (3000)
11355 (3000) 15140 (4000)
ALL
ALL
0 2.3 (3.0)
2.3 (3.0) 4.6 (6.0)
4.6 (6.0) 6.9 (9.0)
0 230 (9)
230 (9) 300 (12)
300 (12) 405 (16)
0 113 (250)
113 (250) & Higher
5084
5085
5087
5089
5090
5093
5095
5095B
5096B
5097
5099
6010
6012
6014
0-300
00-08
08-14
14-18
18-30
30-40
ALL
ALL
0-3
3-6
6-9
00-09
09-12
12-16
0-250
250
$58.94
$41.80
$123.10
$126.52
$157.42
$123.47
$129.92
$144.54
$146.48
$152.20
$229.07
$110.49
$190.84
$207.03
$9.53
$95.61
$119.18
$122.06
$124.49
$129.65
$40.80
$59.27
$136.56
$181.30
$213.01
$41.14
$64.43
$63.40
$5.36
$12.79
5 CONCRETE MIXERS
CONCRETE PUMPS
CONCRETE SLIPFORM PAVERS
CONCRETE VIBRATORS
CURB EXTRUSION MACHINES
CONCRETE BARRIER SLIPFORM
PAVERS
Includes truck/carrier or self powered trailer mounted units. Including attachments, accessories and hoses.
Includes all attachments and accessories. Detached, independently powered finished bridges or spray/tyne machines are not included.
Includes all attachments and accessories. Includes vibrator motor but independent power, whether air or electric, shall be paid as a separate item.
Self propelled for asphalt or concrete curb and gutter section. Includes attachments, accessories and molds. Rated by Mfr's maximum width recommendations in millimeters (inches).
Includes all attachments, accessories and barrier or curb molds. [ CONMX ]
[ CONPM ]
[ CONSF ]
[ CONVB ]
[ CRBEX ]
[ CRBSF ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.87 DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.85 DELAY FACTOR = 0.33 OVERTIME FACTOR = 0.69 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.82 DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.84
STATIONARY OR PORTABLE
TRANSIT MIX
ELBA
MAYCO
SCHWING
THOMSEN
C.M.I.
GOMACO
CONCRETE VIBRATORS
CURB EXTRUSION MACHINE
C.M.I.
CURBMASTER
Rated by Mfr's capacity in cubic meters (sacks or cubic feet).
PTO type, including carrier. Rated by Mfr's capacity in cubic meters (cubic yards).
OVER TO
OVER TO
Model
Model
Model
Model
Model
Model
Model
OVER TO
Model
Model
[ SORP ]
[ TRMX ]
[ ELBA ]
[ MACO ]
[ SHWG ]
[ THOM ]
[ CMI ]
[ GOMA ]
[ CVIB ]
[ CEM ]
[ CMI ]
[ CURB ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
0 0.10 (3.5)
0.10 (3.5) 0.17 (6.0)
0.17 (6.0) 0.31 (11)
0.31 (11) 0.45 (16)
6.4 (9) 7.6 (10)
7.6 (10) 9.2 (12)
K-8020
C-30HD
LST-30/60S
BPA-1000
WP-1000X
WP-1250X
900-1200 w/28 m boom
900-1200 w/32 m boom
BPL 1200 w/36 m boom
A-3.75 w/ mixer
A-7
11 pump w/28 m boom
12 pump w/32 m boom
14 pump w/36 m boom
SF-250
SF-350 series 2
SF-550
GP-2000
GP-2500
GP-3500
Each Vibrating Head
0 460 (18)
460 (18) & Over
SF-175
CMT-800
0-3.5
03.5-6
06-11
11-16
09-10
10-12
1000
1020
1024
1050
1052
1054
1055
1057
1058
1070
1072
1078
1082
1084
2002
2004
2006
2020
2022
2024
EVHD
0-18
18 PLUS
3000
3020
$2.93
$4.26
$5.48
$7.77
$201.47
$201.88
$119.72
$22.40
$37.70
$42.37
$59.25
$76.96
$112.00
$133.59
$142.94
$29.73
$26.88
$139.44
$147.14
$196.61
$191.93
$298.46
$405.84
$195.75
$221.44
$311.23
$1.34
$44.17
$127.54
$140.70
$85.70
6 ELECTRIC GENERATORS & LIGHT
PLANTS
ELECTRIC POWERED HAND TOOLS
FORK LIFT TRUCKS
GRADERS
Rates are for gas or diesel power and alternating or direct current.
Includes electric powered, hand held tools not listed elsewhere in this book.
Expendable bits, blades, discs, wheels, etc. shall be paid by separate invoice.
Rated in accordance with Mfr's suggested retail price.
Includes attachments and accessories. Listed in accordance with the Mfr's maximum rated capacity in kilograms(pounds).
Includes ripper and scarifier attachments and all accessories. Electronic blade control and specialty cutting tools shall be paid separately. [ ELGEN ]
[ ELTOL ]
[ FKLFT ]
[ GRADR ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.62 OVERTIME FACTOR = 0.41 DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.80 DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.90 GOMACO
MILLER FORMLESS
GENERATOR
LIGHTS
TOOLS
FORK LIFT TRUCKS
BLADE-MOR
CATERPILLAR
Rated in accordance with Mfr's output in kilowatts.
Includes trailer, pole and generator.
Model
Model
OVER TO
Model
OVER TO
OVER TO
Model
Model
[ GOMA ]
[ MILL ]
[ GEN ]
[ LITE ]
[ TOOL ]
[ FLT ]
[ BMOR ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
GT-6000-(78&90)
COMMANDER II
COMMANDER III
M-7500
M-8100
M-8800
0 1
1 3
3 7.5
7.5 15
15 25
25 50
50 100
100 200
200 300
300 400
400 500
2 Light Set
4 Light Set
450 600
600 800
800 1000
454 (1000) 1814 (4000)
1814 (4000) 2722 (6000)
2722 (6000) 3629 (8000)
3629 (8000) 5443 (12000)
5443 (12000) 7258 (16000)
7258 (16000) 9072 (20000)
9072 (20000) 11340 (25000)
11340 (25000) 13608 (30000)
13608 (30000) 18144 (40000)
18144 (40000) 22680 (50000)
22680 (50000) 34020 (75000)
727
747
120G 87V serial
130G 74V serial
12E 99E serial
12F 73G serial
12F 13K serial
12F 89H serial
12G 61M serial
12H
14E 72G serial
14G
14H
140 14U serial
140G 72V serial
140H
140M
143H
16 49G serial
16 49G800 serial
16 G93U serial
3040
3045
3050
3063
3065
3067
000-001
001-003
003-008
008-015
015-025
025-050
050-100
100-200
200-300
300-400
400-500
2 LIGHT
4 LIGHT
045-060
060-080
080-100
010-040
040-060
060-080
080-120
120-160
160-200
200-250
250-300
300-400
400-500
500-750
2173
2178
2685
2695
2710
2768
2826
2884
2890
2895
3174
3180
3185
3250
3260
3265
3266
3267
3290
3348
3360
$97.16
$109.53
$152.78
$114.13
$160.09
$197.52
$1.10
$2.55
$5.25
$11.76
$18.44
$18.68
$33.51
$67.49
$114.65
$156.38
$196.01
$5.36
$10.93
$0.38
$0.51
$0.64
$39.43
$52.50
$59.19
$82.09
$86.17
$100.92
$99.76
$110.13
$140.03
$167.53
$228.22
$34.82
$49.67
$90.52
$99.88
$66.81
$101.24
$76.84
$77.36
$101.80
$115.65
$103.55
$151.56
$166.45
$104.66
$110.57
$116.99
$179.99
$130.47
$134.82
$197.27
$210.49
7 HAMMERS, DEMOLITION & PILE
Includes attachments, accessories and power unit. Does not include carrier. [ HAMMR ]
DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81
JOHN DEERE
GALION
KOMATSU
ABI
AMERICAN PILE DRIVING
EQUIPMENT
ALLIED STEEL & TRACTOR
DELMAG
FOSTER
HYDRAULIC POWER SYS
I.C.E.
KENT
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ DEER ]
[ GALN ]
[ KOMA ]
[ ABI ]
[ APE ]
[ AS&T ]
[ DELM ]
[ FOST ]
[ HPSI ]
[ ICE ]
[ KENT ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
16H
160H
163H
JD-570A
JD-570B
JD-670
JD-670A
JD-670CH
JD-770
JD-770A, 770A-H
JD-770B
JD-772CH
A-400E
T-400A
T-500C
T-500L
T-500M
GD 505A-2
GD 515A-1
GD 605A-2
GD 615A-1
GD 625A-1C
GD 655A-2
HVR-60
150
180
200/500
300 VIBRO
400B VIBRO
800
HYRAM 720
HYRAM 725
HYRAM 730
HYRAM 740
HYRAM 750
HYRAM 77
HYRAM 770
HYRAM 780
HYRAM 790
HYRAM 88
D-12
D-16
D-22
D-30
D-30-32
D-36-32
D46-32
D62-22
D100-13
1700
4030
FNV-1800
FNV-4150
150
260
300
44-50
216
416L
812
KHB10G
KHB 15G
KHB 30G
KHB 40G
3380
3385
3390
3890
3892
3900
3905
3907
3910
3915
3916
3930
4940
4980
5150
5204
5210
8980
8986
9000
9005
9007
9010
0100
0010
0050
0060
0075
0085
0300
0310
0320
0330
0340
0350
0360
0370
0380
0390
0400
0500
0510
0520
0530
0540
0560
0570
0580
0590
0600
0630
0660
0693
0420
0430
0440
0450
0460
0470
0480
0700
0710
0750
0760
$221.03
$137.99
$144.09
$59.90
$68.64
$79.39
$85.99
$109.24
$90.23
$104.58
$112.56
$132.83
$84.50
$81.67
$94.69
$95.14
$97.35
$88.25
$90.50
$97.58
$104.39
$131.97
$108.85
$47.07
$199.74
$279.87
$309.07
$347.36
$556.19
$67.89
$7.85
$15.72
$18.40
$26.41
$28.80
$11.47
$27.59
$46.39
$58.62
$18.67
$27.94
$42.91
$68.23
$50.68
$72.54
$93.99
$112.16
$181.45
$289.31
$173.39
$242.80
$140.37
$310.47
$120.64
$191.23
$229.39
$289.47
$103.45
$172.76
$274.20
$25.00
$37.27
$37.30
$65.10
8 HYDRAULIC CRANES & EXCAVATORS,
CRAWLER MOUNTED
Includes all attachments and accessories required for lifting or digging.
Pavement breaker or compactor attachments are not included. [ HCECL ]
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.85 NPK
OKADA
RAMMER
STANLEY
TELEDYNE
TRAMAC
TUNKER
VULCAN
BANTAM
CASE
CATERPILLAR
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ NPK ]
[ OKAD ]
[ RAMR ]
[ STAN ]
[ TELD ]
[ TRMC ]
[ TUNK ]
[ VULC ]
[ BANT ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
4XE
6XA
H-10XB
H-12X
H-16X
H-20X
H4X,HXA
H7X
UB-5
UB-8
S-84
S-86
MB250
MB2900
MB4900
MB550
MB800
950X
TB1025
TB1425X
TB2225X
TB425
TB825X
BRH1100
BRH125
BRH250
BRH400
BRH620
BRH750
BRV950
40.01 40.05
60.05 1
010
100C
2300
80C
C 266
C 366
C 744
9030B
9040
9060B
40E E-Boom
40E Y-Boom
50E
125B
170C
220B
880B Y-Boom
980B
1080
1080B
1280
1280B
303.5E CR
304 CR
305C CR
308E2 CR SB
308DCR
312
0795
0800
0810
0815
0820
0840
0860
0880
0900
0950
1000
1050
1100
1120
1140
1160
1180
1190
1195
1200
1220
1240
1260
1300
1310
1320
1330
1340
1350
1360
1400
1450
1460
1500
1520
1540
1560
1580
0680
0690
1075
0100B
0110
0120B
1600
1601
1602
1602H
1602N
1602R
1609
1615
1615E
1615J
1616
1616E
0100
0200
0250
0270
0271
0300
$21.06
$16.41
$45.62
$44.58
$39.39
$41.67
$14.38
$16.97
$9.84
$19.83
$37.98
$41.42
$8.39
$29.38
$51.85
$13.15
$19.25
$42.93
$47.53
$42.91
$80.06
$18.38
$31.16
$47.29
$15.03
$15.80
$15.19
$31.97
$26.26
$27.52
$204.89
$204.89
$188.21
$31.30
$46.32
$49.92
$185.84
$38.68
$108.72
$125.34
$80.58
$118.13
$122.94
$250.59
$99.89
$100.30
$126.59
$100.15
$141.34
$178.63
$71.51
$110.58
$97.99
$99.68
$132.84
$126.20
$38.52
$40.17
$54.54
$59.64
$52.21
$63.52
9 JOHN DEERE
DROTT
FIAT-ALLIS
Model
Model
Model
[ DEER ]
[ DROT ]
[ F-A ]
Code
Code
Code
Rate
Rate
Rate
312C
312CL
314CL CR
315L
320
320BL
320C
320CL
320L
321C LCR
321D LCR
322L
323F L
325
325BL
325L
328D LCR
330BL
330CL
330D L
330L
335F L CR
336EL
336F
345BL
350L
375L
205
211
213
215
215B LC
215C
215D
225
225LC
225D LC
227
229
231D
231DLC
235
235B
235 Front Shovel
235B Front Shovel
235C
235DLC
245
245B
245 Front Shovel
245B Front Shovel
E 180
EL 180
EL 200B
E 240
EL 240
E 300
E 300B
EL 300
EL 300B
225D LC
330C LC
450LC
490
490E
690A
690B
690C
690D
690E LC
790
790D
790E LC
792
890
890A
892D LC
990
992D LC
30 50
70 200LC
35D E boom
35D Y boom
40D E boom
40D Y boom
50D
FE 18
FE 20 HD
FE 20 LC
FE 28
0300C
0300CL
0302CLR
0305
0310
0312
0312C
0312CL
0315
0320R
0321R
0325
0326
0330
0335
0340
0343DR
0345
0345CL
0345DL
0350
0350E
0351E
0351F
0355
0360
0365
1617
1617E
1617H
1618
1619E
1619F
1619G
1620
1621
1622
1623
1625
1630
1635
1640
1642
1645
1647
1648
1649
1650
1650B
1652
1652B
1653
1654
1654E
1655
1656
1657
1657B
1658
1658B
1575D
1600C
1645
1660
1660E
1685
1695
1697
1697D
1697ELC
1698
1698D
1698ELC
1699
1700
1705
1708
1720
1722
1725
1730
1735
1745
1835
1845
1930
1965
2005
9000
9010
9020
9030
$75.72
$75.91
$76.92
$76.56
$100.50
$104.96
$117.92
$131.08
$102.01
$140.71
$140.01
$124.59
$135.78
$132.47
$152.57
$137.38
$176.08
$187.69
$204.37
$239.96
$174.71
$202.99
$242.85
$235.69
$242.11
$254.37
$399.27
$42.85
$65.57
$71.96
$71.33
$80.50
$88.62
$98.01
$102.51
$103.05
$128.77
$106.21
$138.71
$157.73
$159.37
$161.12
$179.01
$171.27
$190.51
$204.55
$210.67
$270.99
$298.93
$283.21
$314.94
$86.78
$87.97
$92.96
$111.09
$112.61
$139.59
$154.85
$141.57
$156.98
$134.78
$193.65
$234.94
$53.62
$66.81
$77.99
$92.18
$85.50
$88.76
$100.51
$107.37
$113.10
$122.40
$126.62
$172.01
$154.69
$143.85
$185.66
$206.31
$26.14
$41.86
$37.81
$113.92
$75.11
$75.54
$96.06
$101.38
$124.05
$66.22
$83.21
$79.17
$111.91
10 GRADALL
HITACHI
HYUNDAI
INTERNATIONAL
KATO
KOBELCO
KOEHRING
KOMATSU
Model
Model
Model
Model
Model
Model
Model
Model
[ GRAD ]
[ HIT ]
[ HYUN ]
[ INTL ]
[ KATO ]
[ KOBL ]
[ KOEH ]
[ KOMA ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
FE 40 L
G 660
G 660B
G 660C
G 880B
G 880C
G 1000
XL4200
XL5200
UH 07LC
UH 062
UH 172
UH 122
EX 150
EX 200 LC
EX 270 LC
EX 300LC-2
EX 300LC-3
EX 330LC-5
EX 370-5
EX 400 LC
EX 450LC-5
EX 550LC
EX 700
EX 750-5
EX 1100
200LC
210LC-3
280LC
290LC
450LC
630
640 HD
650 HD
HD450 VII
HD700 VII LC
HD1250 VII LC
SK200LC MARK III
K 903B
K 904D
K 904E
K 904 Mark II
K 905
K 905A LC
K 907C
K 907D
K 907 LC
K 909A
K 909 LC
K 912A
K 914
K 916
SK270LC MARK IV
SK400LC MARK IV
366 post 1980
466E
566
666, 666E
866, 866E
6611
6614
6612
6620
6625
6633
6644
PC 120-5
PC 138US LC-10
PC 150-1
PC 150-3
PC 200 LC-2
PC 200-5
PC 200 LC-3
PC 200 LC-5
PC 220 LC-2
PC 220 LC-3
PC 220 LC-5
PC 220 LC-6
PC 220 LC-7
PC 280 LC-3
9040
0150
0160
0170
0210
0215
0230
0260
0280
2630
2660
2695
2750
2797
2800
2806
2807
2807A
2807B
2807F
2808
2808K
2809
2810
2815
2880
2950
2952C
2960
2970
3010
4250
4260
4280
3050
3060
3080
4687
4688
4693
4694
4694A
4695
4697
4700
4702
4704
4710
4711
4712
4715
4717
4720
4725
4752
4990
5160
5225
5235
6000
6005
6010
6015
6020
6029
6040
9485
9486
9490
9495
9500
9504
9505
9506
9510
9515
9516
9516F
9516G
9517
$189.81
$89.51
$115.53
$116.31
$122.62
$116.46
$195.15
$119.54
$144.98
$86.93
$98.87
$172.04
$115.24
$78.13
$96.07
$139.59
$166.84
$170.51
$195.37
$194.96
$220.91
$267.28
$316.66
$377.14
$420.38
$495.55
$96.99
$115.93
$144.36
$149.51
$221.99
$69.90
$90.58
$99.87
$65.52
$94.45
$160.15
$101.37
$48.68
$52.21
$54.85
$54.32
$58.90
$63.23
$84.32
$90.63
$91.41
$117.55
$120.17
$139.41
$164.94
$185.37
$142.41
$251.04
$146.38
$168.65
$180.43
$228.79
$264.56
$54.19
$66.44
$64.59
$92.50
$112.30
$161.10
$212.39
$68.08
$102.92
$62.27
$75.97
$77.67
$99.57
$92.58
$100.42
$100.27
$115.02
$123.91
$132.69
$142.80
$130.13
11 LINK-BELT
MASSEY FERGUSON
MITSUBISHI
NORTHWEST
P&H
TAKEUCHI
Model
Model
Model
Model
Model
Model
[ L-B ]
[ M-F ]
[ MITS ]
[ NW ]
[ P&H ]
[ TAKU ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
PC 300 LC-1, LC-2
PC 300 LC-3
PC 300 LC-5
PC 300 LC-6
PC 300 LC-7
PC 360 LC-3
PC 400 LC-1
PC 400 LC-3
PC 400 LC-5
PC 400 LC-6
PC 600 LC-6
PC 650-1
PC 650-1 Front Shovel
PC 650-3
PC 750-6
PC 1000-1
PC 1000 LC-1
PC 1100 LC-6
LS 1600
LS 2650
LS 2700C II
2700 QUANTUM
LS 2800
LS 2800A
LS 2800A PL
LS 2800 PL
LS 2800B
LS 3400
LS 3400C II
LS 4300
LS 4300C II
LS 4800
LS 4800 PL
LS 5400
LS 5800
LS 5800A
LS 5800C II
LS 6400
LS 7400
LS 7400A
MF 450D
MF 450S
MS 090
MS 180-3
MS 180 LC-8
MS 230 LC-3
MS 240 LC-8
MS 280-2
MS 380-2
MS 450-8
35 DH
45 DH
55 DH
55 DH Series II
H 750
H 1250
H 1750
H 2500
HS 2500
TB 15
TB 025
TB 045
TB 070
TB 10S
TB 35S
TB 68S
TB 800
9520
9525
9526
9526A
9526B
9527
9530
9535
9536
9537
9539
9540
9550
9552
9555
9560
9565
9575LC
5390
5395
5398
5399
5400
5402
5404
5405
5410
5475
5477
5660
5662
5750
5755
5805
5810
5812
5814
5820
5830
5840
6245
6250
6290
6295
6296
6300
6305
6310
6320
6330
6335
6340
6345
6360
6628
6630
6635
6645
6650
7686
7686A
7686E
7686H
7688
7690
7692
7695
$130.00
$152.77
$171.48
$187.08
$209.42
$172.72
$174.95
$204.32
$226.11
$254.12
$348.22
$318.10
$333.44
$334.05
$418.68
$499.44
$512.51
$573.73
$41.58
$58.00
$76.98
$83.62
$68.18
$76.97
$67.34
$64.41
$85.29
$112.26
$118.76
$141.39
$155.86
$161.90
$147.66
$190.22
$196.73
$207.08
$215.95
$290.58
$294.74
$351.82
$55.95
$60.78
$39.11
$75.01
$85.06
$97.86
$105.86
$120.03
$167.47
$195.22
$155.49
$167.59
$175.38
$308.41
$73.16
$124.76
$151.60
$195.40
$200.39
$16.86
$28.92
$47.86
$46.98
$13.61
$27.43
$38.58
$19.08
12 HYDRAULIC CRANES & EXCAVATORS,
SELF PROPELLED.
Includes all attachments and accessories required for lifting or digging.
Pavement breaker or compactor attachments are not included. [ HCESP ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.89
BUCYRUS-ERIE
BADGER
CASE
CATERPILLAR
GRADALL
GROVE
Model
Model
Model
Model
Model
Model[ B-E ]
[ BAGR ]
[ CASE ]
[ CAT ]
[ GRAD ]
[ GROV ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
300C/SP
320C
360C
4425/30
4435
4435B
4435C
4445
4450
4450B
4455
40E E-Boom, Cruz Air
40E Y-Boom, Cruz Air
40F E-Boom, Cruz Air
40F Y-Boom, Cruz Air
45 E-Boom, Cruz Air
45 Y-Boom, Cruz Air
45B E-Boom, Cruz Air
45B Y-Boom, Cruz Air
880R E-Boom
880R Y-Boom
1085 E-Boom, Cruz Air
1085 Y-Boom, Cruz Air
1085B Y-Boom, Cruz Air
1285 E-Boom, Cruz Air
1285 Y-Boom, Cruz Air
3330 Low Profile
3330B
206
212
214
224
G 3WD, 4x4
24 36
68 1012
2535
RT-48
RT-49
RT-58
RT-418
RT-420
RT-422
RT-500D
RT-525
RT-525B
RT-525C
RT-527.5
RT-528B
RT-528C
RT-60
RT-60S
RT-515
RT-518
RT-520
RT-522
RT-522C
RT-625
RT-630
RT-630B
RT-635
RT-65 S
RT-740
RT-745
RT-75 S
RT-755
RT-760
RT-865
RT-865B
RT-875
RT-980
RT-990
RT-9100
1670
1672
1678
1565
1570
1573
1573C
1574
1575
1577
1579
1685
1687
1687H
1687K
1688
1689
1689H
1689K
1690
1695
1696E
1696Y
1696Z
1697E
1697Y
1698E
1698H
1699
1699E
1699H
1699J
0110
3820
3830
3850
3870
3880
4030
4115
4285
4354
4356
4358
4359
4360
4362
4363
4365
4370
4372
4520
4540
4606
4607
4608
4609
4609G
4630
4635
4637
4640
4700
4710
4715
4720
4725
4727
4730
4732
4735
4750
4760
4790
$89.99
$90.19
$90.54
$120.04
$133.15
$134.68
$142.31
$177.88
$140.23
$147.63
$178.65
$76.64
$76.87
$79.03
$79.87
$99.56
$104.60
$104.85
$105.64
$69.76
$69.89
$78.83
$79.15
$88.93
$100.88
$101.04
$40.83
$41.08
$54.11
$69.62
$75.25
$92.49
$115.88
$44.20
$73.07
$82.56
$97.17
$128.79
$76.86
$77.15
$78.45
$91.57
$91.57
$91.57
$126.50
$88.68
$91.75
$110.37
$89.58
$91.75
$110.89
$91.19
$93.22
$88.41
$90.45
$92.06
$91.26
$107.98
$98.88
$98.88
$104.42
$113.83
$120.48
$132.40
$163.21
$126.84
$141.04
$197.80
$173.48
$233.47
$213.32
$206.15
$235.57
$292.69
13 KOMATSU
LINK-BELT
LORAIN
P&H
PETTIBONE
Model
Model
Model
Model
Model
[ KOMA ]
[ L-B ]
[ LORN ]
[ P&H ]
[ PET ]
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
PW 210-1
HSP 15
HSP 18
HSP 20
HSP 22
HSP 25
HSP 8015
HSP 8018
HSP 8018XL
HSP 8018C
HSP 8025
HSP 8025 S
HSP 8030
HSP 8035
HSP 8040
HSP 8050
HSP 8055
HSP 8060
LRT 15H
LRT 15U
LRT 18U
LRT 35U
LRT 40U
LRT 150
LRT 150D
LRT 180
LRT 180D
LRT 200
LRT 200D
LRT 220
LRT 230
LRT 230D
LRT 250
LRT 250D
LRT 275
LRT 275D
LRT 330
LRT 400
LRT 450
LRT 500
LRT 550
OMEGA 14
OMEGA 15
OMEGA 18
OMEGA 25
OMEGA 20
OMEGA 23
OMEGA 30
OMEGA 35
OMEGA 40
OMEGA 45
OMEGA 50
OMEGA 60
OMEGA 65
OMEGA 114
OMEGA 114D
OMEGA 118
OMEGA 118D
OMEGA 120
OMEGA 120D
OMEGA 122
OMEGA 122D
OMEGA 125
OMEGA 128
R 150
R 150-1
R 180
R 200
OMEGA S-15
OMEGA S-18
OMEGA S-20
S-35
16 MK P Series
20 MK P Series
25 25 MK P Series
29 MK P Series
30 30 MK P Series
30 SC, 30 SC P Series
60 SC
60 SC P Series
70 70 SC
70 SC P Series
80 MK P Series
9580
5500
5505
5510
5530
5535
5538
5538E
5538G
5538H
5538P
5538PF
5538Q
5538R
5538S
5538T
5538V
5539
5730
5735
5740
5745
5750
5755
5756
5760
5760D
5765
5765D
5767
5768
5768D
5769
5769D
5770
5770D
5772
5773
5774
5775
5790
5790
5792
5794
5795
5796
5796E
5796J
5796P
5797
5797E
5797J
5798
5799
5799C
5799G
5799Q
5799S
5799U
5799W
5799X
5799Y
5799Z
5799ZA
5890
5910
5975
6060
6062
6063
6064
6064E
6500
6580
6740
6750
6880
6900
6903
6910
6990
6995
7100
7165
7170
7250
$123.36
$87.46
$87.46
$93.81
$95.30
$100.51
$98.18
$98.18
$120.42
$88.12
$102.80
$103.17
$117.50
$169.16
$169.31
$171.60
$156.64
$186.16
$89.32
$90.61
$91.14
$132.08
$133.21
$88.29
$104.00
$88.22
$104.00
$87.92
$104.18
$90.66
$94.14
$104.21
$94.17
$104.21
$94.17
$104.21
$123.59
$140.58
$143.93
$147.18
$152.80
$83.15
$83.15
$83.61
$110.37
$84.33
$87.27
$112.96
$113.99
$152.89
$154.73
$156.21
$163.76
$188.50
$93.20
$91.12
$94.80
$91.27
$96.56
$92.03
$97.61
$92.64
$98.01
$96.52
$71.88
$71.35
$72.22
$72.56
$113.34
$113.34
$116.10
$161.90
$77.51
$78.18
$74.40
$79.01
$80.10
$74.40
$81.16
$115.64
$121.40
$129.09
$128.14
$129.05
$135.69
$125.67
14 HYDRAULIC CRANES & EXCAVATORS,
TRUCK MTD. W/ CARRIER
Includes truck/carrier. Includes all attachment and accessories required for lifting or digging. Pavement breaker or compactor attachments are not included.
[ HCETD ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 R.O. PRODUCTS
BUCYRUS-ERIE
BADGER
BANTAM
DEVAULT
GRADALL
GROVE
HIAB
KOEHRING
LINK-BELT
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ROP ]
[ B-E ]
[ BAGR ]
[ BANT ]
[ DVUT ]
[ GRAD ]
[ GROV ]
[ HIAB ]
[ KOEH ]
[ L-B ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
80 SC P Series
MC 5A
MC 50B
MC 50C
25 XC
30 XC
40 C
60 XC
65 C
90 XC
300 Hydro-Scopic
460 Hydro-Scopic
666 Hydro-Scopic
888 Hydro-Scopic
T 744 Teleskoop
T 888
T 888B
TK 15-10
G 3W
G 660
G 660B
G 660C
G 800
G 880B
G 880C
G 1000
TD 520
TD 522
TD 525
TMS 250
TMS 250A
TMS 250B
TMS 250C
TMS 300
TMS 300B
TMS 760
TMS 865
TM 875
TMS 875
TM 890
TM 1075
100 AW
1165
170 thru 174
175 thru 177
550, 5501
650
4460 Teleskoop
4465 Teleskoop
4470 Teleskoop
4475 Teleskoop
HTC 14
HTC 25
HTC 35
HTC 50
HTC 50W
HTC 814
HTC 814XL
HTC 822 S
HTC 825
HTC 825 S
HTC 830
HTC 835
HTC 835XL
HTC 840
HTC 850
7260
8005
8175
8260
1360
1370
1475
1590
1592
1600
0550
0555
0560
0600
1285
1310
1315
1900
0120
0170
0180
0190
0210
0220
0230
0240
2221
2223
2224
2850
2860
2870
2875
2922
2923
3180
3378
3380
3385
3387
3390
3850
3852
3854
3855
3857
3859
4400
4405
4410
4415
4505
4507
4509
4510
4520
4530
4531
4532
4535
4536
4537
4539
4539C
4539E
4539G
$127.16
$48.84
$77.06
$78.46
$104.98
$105.67
$96.84
$168.72
$145.67
$181.01
$71.76
$87.47
$132.51
$138.54
$85.21
$126.87
$149.01
$64.40
$89.92
$86.60
$113.73
$109.17
$77.34
$122.57
$117.48
$126.82
$133.97
$133.97
$134.93
$124.63
$125.15
$125.15
$169.52
$148.68
$167.39
$256.29
$191.94
$219.92
$220.80
$232.28
$196.91
$59.88
$56.16
$54.55
$54.71
$58.09
$59.10
$87.05
$88.34
$102.43
$103.71
$122.11
$122.11
$132.49
$177.31
$170.75
$157.50
$162.83
$149.09
$140.78
$150.22
$159.56
$168.06
$189.64
$193.30
$198.76
15 HYDRAULIC CRANES & EXCAVATORS,
TRUCK MTD. LESS CARRIER.
Includes all lifting and digging attachments and accessories. Truck/carrier to be paid separately. Pavement breaker or compactor attachments are not included.
[ HCETG ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 LORAIN
MANITEX
NATIONAL
P&H
PITMAN
R.O. PRODUCTS
BUCYRUS-ERIE
GALION
GROVE
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ LORN ]
[ MANX ]
[ NATL ]
[ P&H ]
[ PIT ]
[ ROP ]
[ B-E ]
[ GALN ]
[ GROV ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
HTC 855
HTC 860
HTC 1040
HTC 1050
HTC 1055
HTC 1060
HTC 11100
MCH 140
MCH 150
MCH 180
MCH 300
MCH 350
MCH 400
MCH 500
1161
1770
2284
2592
Ser 4/400, 11.3 m (37') boom
Ser 4/400, 14.0 m (46') boom
Ser 4/400, 16.8 m (55') boom
Ser 5/500A/B, 14.3 m (47') boom
Ser 5/500A/B, 17.1 m (56') boom
Ser 6/600, 14.3 m (47') boom
Ser 6/600, 17.1 m (56') boom
856
856B
875
875B
Series 85
ALPHA 100 ton
CN T-280
T-150
T-180
T-200
T-250
CN T-250
OMEGA T-250
OMEGA T-300
OMEGA T-350
T-300A
OMEGA T-400
OMEGA T-450
T-600 XL
OMEGA T-500
OMEGA T-650
T-750
Hydralift HL 40 thru 95
Hydralift HL 100 thru 170
HL 857
HL 1200, 1545-T2 or 1580
POLECAT
PELICAN
TC-40
TC-50
TC-70
TC-80
TC-85
TC-110
TC-120
TC-125
TC-145
TC-150
H-3 series two
H-5 series two
125 P
150 P
TM 100C
TM 200C
4539H
4539J
4540
4545
4550
4555
4600
4942
4946
4947
4953
4955
4957
4960
4980
4985
4990
4995
4983
4984
4985
4986
4987
4989
4990
4995
4996
4997
4998
4999
5000
5005
5290
5380
5470
5560
5561
5570
5580
5585
5665
5666M
5669
5670
5680
5745
5780
6670
6675
6685
6695
6697
6699
6860
6862
6864
6866
6868
6870
6872
6874
6876
6878
1000
1300
1970
1980
2020
2040
$178.08
$201.70
$191.43
$193.25
$182.00
$198.20
$349.40
$143.28
$135.54
$135.54
$156.72
$122.96
$170.64
$132.74
$63.26
$104.07
$107.00
$109.05
$59.14
$59.36
$59.54
$65.11
$65.76
$64.71
$65.09
$65.64
$64.77
$66.43
$67.96
$61.33
$316.03
$178.35
$133.54
$134.00
$134.57
$156.08
$180.86
$146.57
$150.09
$151.39
$144.99
$174.90
$176.72
$208.16
$176.71
$241.97
$164.34
$54.96
$58.95
$64.31
$66.79
$68.66
$71.73
$55.99
$57.65
$59.09
$59.24
$58.71
$63.54
$64.09
$63.79
$66.96
$65.20
$53.34
$61.97
$66.18
$79.61
$96.00
$73.40
16 HYDRAULIC PERSONNEL LIFTS &
AERIAL WORK PLATFORMS
LOADERS, CRAWLER
Includes self propelled and power take off(PTO) units whether gas, diesel or electric. Rates for any truck or carrier mounted units shall pay for the truck separately. Reach is rated by Mfr's maximum extension in meters(feet).
Includes all attachments and accessories excluding clam-action buckets and backhoe(see attachment class).
[ HYLFT ]
[ LDRCL ]
DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81 DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91
BOOM TYPE
SCISSOR TYPE
CASE
CATERPILLAR
JOHN DEERE
DRESSER
OVER TO
OVER TO
Model
Model
Model
Model
[ BOOM ]
[ SCIS ]
[ CASE ]
[ CAT ]
[ DEER ]
[ DRES ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
0 7.6 (25)
7.6 (25) 15.2 (50)
15.2 (50) 22.9 (75)
0 6.1 (20)
6.4 (21) 9.1 (30)
9.4 (31) 15.2 (50)
350B
450B
455B
455C
1155D
1155E
1450
1450B
1455B
259D
289D
299D XHP
299D2
931B
931C
931 LGP
931B LGP
935B
935C
939C
943
943 LGP
951C 86J 1992 serial
951C 86J 2598 serial
951C LGP 86J 2598 ser
953
953 LGP
955L 85J 6247 serial
955L 85J 13X10129 ser
955L LGP 85J 13X10129
963
963 LGP
973
973 LGP
977K
977K 11K serial
977L 11K 3919 serial
977L 11K 5083 serial
977L 14X serial
977L LGP
983
983B
JD 350C
JD 450C (4 speed PS)
JD 455D
JD 455E
JD 455G
JD 555
JD 555A
JD 555B
JD 555G
JD 655
JD 655B
JD 755
JD 755A
JD 755B
JD 855
100E (PS)
100G
125E (PS)
125G
175C (PS)
200
250C (PS)
250E (PS)
00-24
25-49
50-74
00-20
21-30
31-50
2370
2610
2620
2620A
3555
3556
3560
3565
3568
2159
2189
2190
2199A
3735
3735C
3740
3745
3845
3845C
3900
4130
4135
4200
4210
4215
4220
4230
4675
4680
4685
4690
4693
4695
4698
5014
5092
5170
5180
5185
5190
5248
5265
5420
5805
5807
5809
5809A
5810
5812
5814
5814A
5815
5817
5820
5822
5824
5830
9000
9005
9010
9015
9020
9025
9030
9035
$21.34
$49.64
$68.40
$23.08
$27.58
$40.98
$44.61
$40.09
$41.95
$47.20
$82.14
$90.29
$91.43
$100.96
$101.87
$54.87
$57.66
$83.92
$72.81
$45.75
$48.36
$43.15
$46.91
$54.17
$57.34
$79.14
$67.86
$64.52
$63.02
$68.81
$69.68
$91.80
$86.54
$88.71
$95.10
$95.46
$126.54
$116.43
$192.15
$163.77
$105.49
$109.84
$126.92
$136.77
$141.71
$141.36
$194.54
$207.27
$47.30
$46.76
$49.03
$49.94
$59.40
$52.64
$57.94
$57.14
$80.06
$82.82
$94.72
$78.67
$97.24
$109.48
$147.52
$48.16
$55.14
$59.15
$66.16
$116.21
$134.77
$139.72
$160.60
17 LOADERS, RUBBER TIRE
Includes all attachments and accessories. Clam-action buckets, 4WD and backhoes are excluded unless otherwise noted.
[ LDRRT ]
DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.90
KOMATSU
ALLIS-CHALMERS
CASE
CATERPILLAR
Model
Model
Model
Model
[ KOMA ]
[ A-C ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
D 53S-16
D 53S-17
D 55S-2
D 55S-3
D 57S-1
D 65S-6
D 66S-1
D 75S-2
D 75S-3
D 75S-5
D 155S-1
710C
714B
714C w/ backhoe
715B w/ backhoe
715C w/ backhoe
W-11
W-11B
W-18
W-18 9213140 serial
W-18B
W-20
W-20B
W-20C
W-30
480B
480B w/ backhoe
480C
480C w/ backhoe
480D
480D w/ backhoe
480E w/ backhoe
480E LL
480F w/ backhoe
480F LL
480LL
570L XT 4WD
570N XT
580B w/ backhoe
580C
580C w/ backhoe
580D
580D w/ backhoe
580 Super D
580 Super D w/ backhoe
580 Super E
580 Super E w/ backhoe
580K w/ backhoe
580K 4WD w/ backhoe
580 Super K w/ backhoe
580L w/ backhoe
580 Super L 4WD w/ backhoe
590 Turbo w/ backhoe
590 Super L 4WD w/ backhoe
621
721
821
680E w/ backhoe
680G w/ backhoe
680H w/ backhoe
680K w/ backhoe
680L w/ backhoe
680L 4WD w/ backhoe
780 w/ backhoe
780B w/ backhoe
780C w/ backhoe
780D w/ backhoe
780D 4WD w/ backhoe
415F2
416 w/ backhoe
416 Series II w/ backhoe
416B 4WD w/ extend-a-hoe
416C 4WD w/ backhoe
416D w/ backhoe
416D 4WD w/ backhoe
420D w/ backhoe
420D 4WD w/ backhoe
420E
420F2
426 w/ backhoe
426 Series II w/ backhoe
426C w/ backhoe
426C 4WD w/ backhoe
428 w/ backhoe
428 Series II w/ backhoe
7878
7878A
7900
7978
8000
8017
8020
8056
8060
8061
8080
0747
0750
0752
0765
0767
1365
1368
1444
1450
1460
1472
1480
1482
1565
1636
1640
1650
1660
1662
1664
1666
1667
1668
1669
1677
1690
1700
1705
1710
1715
1717
1720
1725
1727
1731
1735
1739
1740
1742
1743
1744
1745
1746
1750
1752
1754
1840
1850
1852
1854
1856
1857
1864
1866
1867
1868
1869
1850F2
1860
1860A
1861A
1861C
1861D
1861D4
1861M
1861M4
1861N
1861N2
1862
1862A
1862C
1862C4
1864
1864A
$79.63
$93.00
$82.90
$82.90
$108.56
$108.67
$144.08
$117.86
$145.13
$201.59
$278.90
$47.24
$46.27
$48.95
$48.31
$49.23
$43.40
$53.16
$74.65
$78.45
$84.51
$78.57
$79.40
$85.35
$117.28
$38.31
$39.67
$49.28
$50.93
$54.93
$56.99
$46.49
$45.20
$47.87
$46.00
$54.98
$52.52
$65.87
$49.89
$39.44
$41.45
$40.87
$43.51
$44.61
$47.30
$46.04
$48.94
$49.24
$50.39
$54.48
$54.76
$63.43
$66.65
$69.23
$89.94
$109.13
$133.31
$62.40
$61.07
$64.12
$70.37
$71.15
$72.00
$80.88
$86.03
$87.43
$88.25
$89.72
$62.39
$49.07
$49.33
$60.42
$62.36
$57.22
$58.39
$64.29
$65.46
$76.40
$90.63
$55.46
$55.71
$69.05
$70.55
$55.43
$55.69
18 CLARK
JOHN DEERE
Model
Model
[ CLRK ]
[ DEER ]
Code
Code
Rate
Rate
430D
430E
436 w/ backhoe
436 Series II w/ backhoe
446 w/ backhoe
446B w/ backhoe
446D
450E
910
910E
916
920
926
926E
928G
930 41K serial
930G
936
936E
936F
938F
938G
950 90A serial
950 31K & 81J serial
950B
950E
950F
950F Series II
950G
950H
950M
962G
966C
966D
966E
966F
966G
966H
966K
966M
970F
972G
972M
980B
980C
980F
980G
980H
982M
988 87A6868 serial
988B 50W serial
992B 25K serial
992C
IT 12
IT 12B
IT 14F
IT 18
IT 18B
IT 28
IT 28B
IT 28F
IT 28G
IT 38G
IT 62G
35C
45C
55C
75C
125B
275B
275C
JD-210C
JD-210C w/ backhoe
JD-210LE
JD-310A w/ backhoe
JD-310B w/ backhoe
JD-310C w/ backhoe
JD-310D w/ backhoe
JD-310E w/ backhoe
JD-310SE w/ backhoe
310G
JD-315SE w/ backhoe
JD-410 w/ backhoe
JD-410B w/ backhoe
JD-410C w/ backhoe
JD-410D w/ backhoe
JD-410E w/ backhoe
410G
410J 4WD
410K
JD-444
JD-444C
JD-444D
JD-444E
JD-500C w/ backhoe
1865D
1865E
1866
1866A
1868
1868B
1868D
1869E
1870
1870E
1885
1894
2065
2067
2070G
2088
2088G
2100
2110
2120
2130
2130G
2228
2270
2272
2300
2301
2303
2310
2310H
2310M
2320G
2340
2350
2360
2361
2362
2362H
2362K
2362M
2370
2372G
2372M
2376
2378
2381
2382
2382H
2385M
2398
2436
2460
2470
2472
2472B
2473
2474
2475
2476
2477
2477G
2478
2480
2482
2484
2486
2488
2491
2492
2496
2497
2485
2490
2495
2504
2506
2507
2507D
2507E
2507F
2507G
2507H
2508
2508B
2508C
2508D
2508E
2508G
2508J
2508K
2510
2515
2520
2521
2592
$76.98
$81.35
$60.52
$60.74
$77.69
$85.43
$87.92
$106.35
$52.16
$61.19
$69.33
$63.74
$82.06
$88.27
$104.71
$78.39
$124.28
$99.20
$107.99
$112.18
$114.12
$129.23
$86.76
$101.30
$123.87
$131.03
$138.27
$142.27
$152.37
$174.96
$209.48
$167.16
$145.12
$162.02
$178.16
$182.03
$202.59
$234.12
$239.70
$257.54
$212.52
$226.36
$267.08
$190.89
$226.26
$232.78
$256.13
$277.85
$369.75
$234.46
$322.68
$413.34
$612.41
$52.98
$61.63
$71.15
$67.98
$76.73
$82.57
$89.04
$102.81
$106.21
$122.46
$168.53
$65.56
$76.57
$92.69
$120.43
$156.79
$271.53
$291.56
$42.21
$41.80
$54.96
$43.87
$44.61
$49.31
$55.07
$56.25
$63.06
$57.73
$63.74
$47.75
$48.50
$57.29
$67.57
$71.03
$72.58
$82.54
$88.65
$63.88
$66.02
$68.40
$73.88
$61.93
19 DRESSER
FIAT-ALLIS
FORD
FURUKAWA
HOUGH
INTERNATIONAL
J C B
KAWASAKI
Model
Model
Model
Model
Model
Model
Model
Model
[ DRES ]
[ F-A ]
[ FORD ]
[ FURU ]
[ HOUG ]
[ INTL ]
[ JCB ]
[ KAWA ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
JD-510 w/ backhoe
JD-510B w/ backhoe
JD-510C w/ backhoe
JD-510D w/ backhoe
JD-544B
JD-544C
JD-544D
JD-544E
JD-544G
544J
544K
JD-610B w/ backhoe
JD-610C w/ backhoe
JD-624E
JD-624G
JD-624H
JD-644B
JD-644C
JD-644D
JD-644E
JD-644G
JD-644H
644J
JD-710B w/ backhoe
JD-710C w/ backhoe
JD-710D w/ backhoe
JD-710D 4WD w/ backhoe
710G
JD-744H
744J
JD-844
510B
510C
515B
515C
520B
520C
530
530C
540
550
545B
745C
FR 10
FR 10B
FR 20
FR 30
FR 20B
FR 35
545C
650 w/ backhoe
655A w/ backhoe
655C w/ backhoe
750 w/ backhoe
755 w/ backhoe
755B w/ backhoe
755A w/ backhoe
A-62
A-64
A-66
FL 320A
FL 330
H65C
H-90E
H-100C
260A
260A w/ backhoe
270A w/ backhoe
280A w/ backhoe
214S w/ backhoe
215S w/ backhoe
217S w/ backhoe
3C 1550 2WD w/ hoe
3D 1700 4WD w/ hoe
1400B w/ backhoe
1550B w/ backhoe
1600B w/ backhoe
1700B w/ backhoe
60Z IV
65Z IV
2620
2625
2630
2630D
2660B
2660C
2660D
2660E
2660G
2660J
2660K
2690
2691
2700
2700G
2700H
2710
2715
2717
2719
2719B
2719H
2719J
2720
2721
2722
2722D
2722G
2723
2723J
2725
2310
2310C
3517
3517C
3519
3519C
3520
3520C
3530
3540
3042
3046
3049H
3049I
3050
3051
3051B
3052
3054
3056
3056F
3056G
3057
3061
3063
3065
3114
3116
3118
3120M
3120S
3578
3884
3954
2260
2270
2280
2285
4430
4435
4440
4448
4450
4455
4457
4458
4459
4300
4310
$58.25
$55.09
$65.35
$76.55
$79.12
$80.86
$79.69
$87.99
$96.01
$124.36
$138.97
$62.99
$72.37
$104.96
$117.69
$129.01
$109.36
$112.51
$117.02
$125.46
$140.88
$150.54
$164.88
$80.99
$89.74
$96.20
$98.30
$101.37
$204.19
$238.22
$201.08
$61.78
$81.97
$80.41
$96.68
$92.77
$115.06
$129.51
$138.94
$174.78
$175.35
$76.36
$150.09
$80.27
$86.74
$167.78
$218.43
$185.36
$287.98
$45.44
$50.49
$55.40
$60.20
$65.49
$68.92
$78.23
$76.72
$67.54
$82.00
$106.33
$151.52
$165.03
$106.39
$182.08
$215.37
$49.14
$50.92
$56.09
$68.19
$66.24
$72.56
$76.13
$47.49
$63.00
$53.76
$61.53
$70.65
$71.81
$89.59
$100.03
20 LEADS, PILE DRIVING [ LEADS ]
DELAY FACTOR = 0.46 OVERTIME FACTOR = 0.59
KOMATSU
MASSEY FERGUSON
NEW HOLLAND
TEREX
VOLVO-MICHIGAN-EUCLID
FIXED
SWINGING
Includes headblock, taper top, tip sled and connector, foot yoke, foot yoke sheave, intermediate flights, and all attachments and accessories. Rated in accordance with height of the lead measured in meters ( linear feet)
Includes headblock, taper top, tip sled and connector, foot yoke, foot yoke sheave, intermediate flights, and all attachments and accessories. Rated in accordance with the height of the lead measured in meters (linear feet).
Model
Model
Model
Model
Model
OVER TO
OVER TO
[ KOMA ]
[ M-F ]
[ NHND ]
[ TERX ]
[ VME ]
[ FIXD ]
[ SWNG ]
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
KSS 80Z II
80Z III
80Z IV
85Z IV
90Z III
90Z IV
95Z IV-2
W 120-3
W 180-1
WA 200-1
WA 250-1
WA 300-1
WA 320-1
WA 350-1
WA 380-1
WA 380-3
WA 400-1
WA 420-3
WA 450-1
WA 450-2
WA 450-3
WA 470-1
WA 500-1
WA 600-1
WB 140-2 4WD
WB 150-2 4WD
MF 44C
MF 50H Series S
MF 50H Series S, 4WD
MF 50HX Series S
MF 50HX Series S, 4WD
MF 55C
MF 60 w/ backhoe
MF 60H Series S w/ hoe
MF 66C
MF 80 w/ backhoe
MF 88
640
650
545D
575E w/ backhoe
655D w/ backhoe
655E w/ backhoe
675D 4WD w/ backhoe
675E 4WD w/ backhoe
70C
72-61
72-71B
72-81
175B
175C
275B
275C
L-70C
L-90
L-120
L-120C
L-150C
L-160
L-180C
L-190
L-250G
0 16.8 (55) (w/o spotter)
16.8 (55) 32.0 (105) (w/o spotter)
over 32.0 (105) (w/o spotter)
0 16.8 (55) (w/ spotter)
16.8 (55) 32.0 (105) (w/ spotter)
over 32.0 (105) (w/ spotter)
0 16.8 (55) (w/o spotter)
16.8 (55) 32.0 (105) (w/o spotter)
over 32.0 (105) (w/o spotter)
0 16.8 (55) (w/ spotter)
4330
4335
4340
4345
4350
4355
4360
4520
4525
4536
4537
4538
4539
4540
4541
4541C
4542
4543C
4544
4544B
4544C
4545
4546
4550
4700
4710
5143
5150
5152
5154
5156
5170
5171
5172
5174
5182
5184
6000
6010
0100
0110
0120
0130
0140
0150
7938
8036
8055
8080
6186
6186C
6330
6330C
9570C
9575
9595
9595C
9598C
9600
9602C
9605
9606G
0100
0200
0300
1100
1200
1300
0400
0500
0600
1400
$130.11
$149.20
$151.44
$190.81
$211.77
$216.20
$275.28
$153.17
$216.56
$85.76
$116.88
$112.24
$136.41
$131.65
$162.25
$161.19
$157.38
$184.95
$194.37
$218.58
$220.73
$213.48
$254.60
$375.04
$69.12
$79.49
$82.67
$49.21
$49.95
$53.17
$54.11
$105.96
$51.46
$55.61
$134.73
$73.83
$213.96
$49.28
$52.84
$47.06
$65.69
$58.88
$70.33
$67.90
$80.31
$190.78
$234.78
$304.36
$356.14
$195.90
$219.77
$248.64
$291.56
$98.48
$117.84
$153.22
$159.44
$197.74
$205.44
$221.39
$238.31
$354.43
$26.41
$33.65
$42.14
$44.68
$53.29
$63.16
$17.50
$24.35
$32.84
$35.77
21 NON-OPERATED EQUIPMENT (DAILY
RATES)
Note various units for different items. The following allowance is entered on the extra work bill by using the (unit listed x number of days) in the hours worked column. The following list is limited to items with long estimated lives. Additional traffic related items such as cones and barricades, are still listed under TRAFC in this publication. Other non-operated items with short estimated lives should be treated as materials and should not be "rented". Non rented items are 1) intended to be job specific (amortized over the life of the project) and 2) have an estimated life measured by number of uses rather than a length of time.
[ NONOP ]
DELAY FACTOR = 0.56 OVERTIME FACTOR = 1.00
MISCELLANEOUS
SCAFFOLDING, SHORING,
FALSEWORK
Model
Model
[ MISC ]
[ SSFW ]
Code
Code
Rate
Rate
16.8 (55) 32.0 (105) (w/ spotter)
over 32.0 (105) (w/ spotter)
Casing, 450 mm dia, per 0.3 m (Casing, 18"
dia, per lf)
Casing, 650 mm dia, per 0.3 m (Casing, 26"
dia, per lf)
Casing, 900 mm dia, per 0.3 m (Casing, 36"
dia, per lf)
Casing, 1800 mm dia, per 0.3 m (Casing,
72" dia, per lf)
Casing, 2400 mm dia, per 0.3 m (Casing,
96" dia, per lf)
Casing, 2700 mm dia, per 0.3 m (Casing,
108" dia, per lf)
Casing, 3000 mm dia, per 0.3 m (Casing,
120" dia, per lf)
Pile, all depths "H" pile, per 45.0 kg (Pile,
all depths "H" pile, per hundred-weight)
Pipe, 250-300 mm dia, per 0.3 m (Pipe, 10-
12" dia, per lf)
Plate, 22 mm thick, per 9.3 sm (Plate, 7/8"
thick, per 100 sf)
Plate, 25 mm thick, per 9.3 sm (Plate, 1"
thick, per 100 sf)
Plate, 38 mm thick, per 9.3 sm (Plate, 1.5"
thick, per 100 sf)
Metal form, 1.8 m x3.0 m, per 14.6 m
(Metal form, 6x10 box culvert, per 48 lf)
Metal form, 2.4 m x3.7 m, per 15.2 m
(Metal form, 8x12 box culvert, per 50 lf)
Metal form, 2.1 m x4.3 m, per 15.2 m
(Metal form, 7x14 box culvert, per 50 lf)
Metal form, type 25 barrier, per 3.0 m
(Metal form, type 25 barrier, per 10 lf)
Metal form, type 26 barrier, per 3.0 m
(Metal form, type 26 barrier, per 10 lf)
Metal form, type 27 barrier, per 3.0 m
(Metal form, type 27 barrier, per 10 lf)
Metal form, type 50 barrier, per 3.0 m
(Metal form, type 50 barrier, per 10 lf)
Metal form, 1.8 m x 3.7 m girder panel, per
0.1 sm ( 6x12 girder panel, per sf)
Metal form, all heights paving, per 3.0 m
(Metal form, all heights paving, per 10 lf)
Scaffolding, 1.5 m section, per section
(Scaffolding, 5' section, per section)
Scaffolding, 3.0 m section, per section
(Scaffolding, 10' section, per section)
Scaffolding, 4.6 m section, per section
(Scaffolding, 15' section, per section)
Scaffolding, bottom/top section, per 1.5 m
section (per 5 ft section)
Scaffolding, 2.1 m high, rolling
(Scaffolding, 7' high, rolling)
Scaffolding, spider staging, plus air
compressor
Shoring, 1.1 m deep x 2235 mm wide, per
section (Shoring,3.5' deep x 88" wide
trench, per section)
Shoring, 1.2 m deep x 3.7 m wide box, per
7.3 m (Shoring, 4' deepx12' wide trench
box, per 24')
Shoring, 1.5 m deep x 2235 mm wide, per
section (Shoring, 5' deep x 88" wide trench,
per section)
Shoring, 2.1 m deep x 1397 mm wide, per
section (Shoring, 7' deep x 55" wide trench,
per section)
Shoring, 2.1 m deep x 2235 mm wide, per
section (Shoring, 7' deepx88" wide trench,
per section)
Shoring, 2.4 m deep x 4.6 m wide, per 3.0 m
(Shoring, 8' deepx15' wide trench box, per
10')
Shoring, 2.4 m deep x 2.4 m max width, per
7.3 m(8' deep x 8' max width trench box,
per 24' )
Shoring, 3.0 m deep x 2.4 m max box, per
4.9 m (Shoring, 10' deepx8' max trench
box, per 16')
Shoring, 3.0 m deep x 2.4 m max box, per
7.3 m (Shoring, 10' deepx8' max trench
box, per 24')
Wood, 50 mm x255 mm, per 30.5 m (Wood,
2"x10", per 100 lf)
Wood, 50 mm x305 mm, per 30.5 m (Wood,
2"x12", per 100 lf)
Wood, 100mm x100mm, per 30.5 m (Wood,
4"x4", per 100 lf)
Wood, 100 mm x150 mm, per 30.5 m
(Wood, 4"x6", per 100 lf)
Wood, 100 mm x205 mm, per 30.5 m
(Wood, 4"x8", per 100 lf)
Wood, 100 mm x305 mm, per 30.5 m
(Wood, 4"x12", per 100 lf)
Wood, 150 mm x305 mm, per 30.5 m
(Wood, 6"x12", per 100 lf)
Wood, 150 mm x455 mm, per 30.5 m
(Wood, 6"x18", per 100 lf)
Wood, 205 mm x405 mm, per 30.5 m
(Wood, 8"x16", per 100 lf)
1500
1600
0120
0130
0140
0150
0160
0170
0180
0190
0200
0210
0220
0230
0310
0320
0330
0340
0350
0360
0370
0380
0390
0410
0420
0430
0440
0450
0460
0510
0515
0520
0530
0540
0550
0560
0570
0580
0605
0610
0615
0620
0625
0630
0635
0640
0645
$43.99
$53.85
$0.05
$0.08
$0.11
$0.27
$0.33
$0.38
$0.50
$0.05
$0.03
$1.62
$1.84
$2.76
$56.22
$62.31
$68.49
$3.41
$3.61
$3.11
$3.37
$0.20
$0.05
$0.70
$1.56
$2.05
$0.97
$1.46
$31.32
$1.61
$14.72
$1.70
$1.49
$1.79
$12.13
$23.95
$21.50
$29.92
$0.20
$0.26
$0.17
$0.25
$0.35
$0.53
$0.88
$1.43
$1.75
22 PAVEMENT GRINDERS, DIAMOND
BLADES
PAVEMENT GRINDERS, TUNGSTEN-
CARBIDE BITS
Includes water(but not water truck or trailer), coolant, cutting compounds and all attachments and accessories. Replacement blades are included in the rates listed below.
Includes water(but not water truck or trailer), coolant, cutting compounds and all attachments and accessories. Replacement bits or tips are included in the rates listed below.
[ PGDIA ]
[ PGT-C ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 TANK
TRAFFIC SAFETY
CONCUT
CUSHION CUT
PENHALL
TARGET
BARBER-GREENE
CATERPILLAR
C.M.I.
INGERSOLL-RAND
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ TANK ]
[ TRAF ]
[ CCUT ]
[ CUCT ]
[ PENH ]
[ TARG ]
[ B-G ]
[ CAT ]
[ CMI ]
[ I-R ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Wood, 305 mm x455 mm, per 30.5 m
(Wood, 8"x18", per 100 lf)
Wood, 305 mm x305 mm, per 30.5 m
(Wood, 12"x12", per 100 lf)
Wood form, type 27 barrier, per 2.4 m
(Wood form, type 27 barrier, per 8 lf)
Wide flange beam, all depths, per 45 kg
(Wide flange beam, all depths, per hundred
wt.)
Tank, metal, 0-2270 liters (0-600 gallons)
Tank, metal, 2270-4540 liters (600-1200
gal)
Tank, metal, 4540-9840 liters (1200-2600
gal)
Tank, metal, 22 710 liters (6000 gallons)
Tank, metal, 28 390 liters (7500 gallons)
Tank, metal, 30 280 liters ( 8000 gallons)
Tank, metal, 37 850 liters (10000 gallons)
Crash cushion barrel, filled, each
K-rail, temporary concrete barrier, per 6.1
m (20 lf)
BC-38 (136 blades)
BC-244 (187 blades)
BC-1268 (48 blades)
HG-130A (127 blades)
PC-390(171 blades)
G-38 (172 blades)
CG-65 (41 blades)
PRM-3804 (170 blades)
RX-20
RX-30
RX-40B
RX-50
RX-80B
PM-800
PR-105
PR-275
PR-450
PR-750
PR-750B
PR-1000
PR-275 RT
PR-375
PR-450
PR-525
PR-500FL
PR-750
PR-800-7
PR-1000
MW-175
MW-250
MW-250C
MT-6520 (crawler)
MW-6520
MW-6520HC
MT-7000
0650
0655
0660
0670
0710
0720
0730
0740
0750
0760
0770
0810
0820
0500
0505
0510
0600
0610
0800
0900
0905
0100
0105
0110
0115
0120
0200
0201
0205
0210
0215
0216
0220
0150
0155
0160
0165
0170
0175
0177
0180
0280
0285
0286
0300
0305
0310
0315
$1.97
$1.70
$0.37
$0.05
$0.96
$1.31
$3.25
$6.53
$8.19
$8.67
$9.62
$1.36
$0.62
$212.73
$259.86
$80.14
$199.05
$312.26
$401.50
$117.42
$443.44
$214.10
$340.25
$399.06
$468.15
$790.03
$607.33
$101.86
$281.62
$419.05
$625.18
$650.93
$854.82
$269.56
$346.82
$398.46
$438.28
$473.59
$607.95
$661.88
$708.81
$118.75
$126.82
$152.19
$385.05
$274.71
$359.96
$489.65
23 PUMPS, WATER HOSE
ROLLERS, TANDEM STEEL WHEELS
Centrifugal and diaphragm types (including submersibles). Rate includes power (gas, diesel or electric generator), 7.6 meters(25 lineal feet) of suction hose, 15.2 meters (50 lineal feet) of discharge hose, foot valve and all fittings, attachments and accessories.
Includes all attachments and accessories.
[ PUMWA ]
[ ROL-2 ]
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.68 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.91
WIRTGEN
A PUMP
INLET-SUCTION HOSE
OUTLET-DISCHARGE HOSE
BOMAG
DRESSER
FERGUSON
GALION
HYSTER
Listed by Mfr's rated capacity measured in thousands of liters per minute (thousands of gallons per hour) at 3.0 meters (10 feet) of suction head.
Additional 7.6 meter (25 foot) lengths of suction hose shall be paid based on the inside hose diameter in millimeters (inches).
Additional 15.2 meter (50 foot) lengths of discharge hose shall be paid based on the inside hose diameter in millimeters (inches).
Model
OVER TO
OVER TO
OVER TO
Model
Model
Model
Model
Model
[ WIRT ]
[ APMP ]
[ INHS ]
[ OUHS ]
[ BMAG ]
[ DRES ]
[ FERG ]
[ GALN ]
[ HYST ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
300VC
1000VC
1900DC
2000VC
2100VC
2200VC
3500VC
4200VC
0 0.6 (10)
0.6 (10) 1.3 (20)
1.3 (20) 1.9 (30)
1.9 (30) 3.2 (50)
3.2 (50) 7.9 (125)
7.9 (125) 15.8 (250)
0 60 (2.5)
60 (2.5) 80 (3)
80 (3) 100 (4)
100 (4) 150 (6)
0 60 (2.5)
60 (2.5) 90 (3.5)
90 (3.5) 100 (4)
100 (4) 150 (6)
BW-4AS
BW-6AS
BW-10AS
BW-12AS
S3-5B
S8-12A
S10-14A
3-5 ton
3-5A
4-6A
5-8 ton
5-8A
8-12 ton
8-12B
8-12A
10-14 ton
10-14A
10-14B
4-6 ton roll-o-static
S4-6A, S4-6B
5-8 ton roll-o-static
S5-8A
8-10.5 ton roll-o-static
S8-10.5A
8-12 ton roll-o-static
S8-12A
C 330A 3-5 ton
C 330B 3-5 ton (Hypac)
C 330A 4-6 ton
C 330B 4-6 ton (Hypac)
C 340A 5-8 ton
C 340A 8-10 ton
C 340B 5-8 ton
0380
0390
0395
0400
0402
0405
0410
0420
000-010
010-020
020-030
030-050
050-125
125-250
0-2.5
2.5-3.5
3.5-4
4-6
0-2.5
2.5-3.5
3.5-4
4-6
1150
1155
1160
1165
2500
2520
2525
4048
4048A
4142A
4236
4240
4424
4424B
4430
4450
4455
4455B
4650
4670
4800
4820
4988
5000
5176
5190
6520
6520B
6525
6526
6530
6540
6545
$45.14
$171.06
$407.10
$396.93
$514.58
$679.38
$691.78
$709.77
$4.59
$7.15
$8.32
$30.76
$36.17
$42.56
$0.09
$0.16
$0.23
$0.37
$0.07
$0.13
$0.19
$0.25
$31.25
$32.96
$56.70
$57.52
$41.25
$53.95
$54.77
$25.71
$27.03
$27.19
$61.18
$45.94
$47.76
$49.64
$46.98
$48.71
$47.53
$50.24
$40.46
$43.20
$47.04
$49.46
$47.72
$50.20
$48.04
$50.89
$42.95
$32.25
$44.38
$34.50
$53.09
$53.67
$46.20
24 ROLLERS, RUBBER TIRE, SELF
PROPELLED
ROLLER-TAMPING, SEGMENTED,
SHEEPSFOOT, SELF PROPELLED
Includes all attachments and accessories.
Includes all attachments and accessories.
[ ROLRT ]
[ ROTAM ]
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87 DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 INGRAM
REXNORD
BUFFALO-BOMAG
CATERPILLAR
DYNAPAC
GALION
HYSTER
BUFFALO-BOMAG
CATERPILLAR
RAYGO
REXNORD
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ INGM ]
[ RXND ]
[ B-B ]
[ CAT ]
[ DYPC ]
[ GALN ]
[ HYST ]
[ B-B ]
[ CAT ]
[ RAGO ]
[ RXND ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
C 340C 5-8 ton (Hypac)
C 340B 8-10 ton
C 340C 8-10 ton (Hypac)
C 350B 8-12 ton
C 350B 10-14 ton
C 350C 8-12 ton
C 350C 10-14 ton
C 350D 8-12 ton
4-6 ton FB
5-6.5 ton FB
8-12 ton HB
10-14 ton HB
3-5 ton
4-6 ton
5-8 ton
7-10 ton
8-12 ton
10-14 ton
BW 20R
PS 110
PS 130
PS 180
PS 200B
CP 15
CP 21
CP 27
3500
P 3000
P 3500A
C 530A
C 550A
K 300
K 301
K 401
815
815B
815F
825B
825C
835
30 45
RAM PAK 45
3-30
3-35 PACTOR
3-45 PACTOR
3-50, 3-50A PACTOR
3-55, 3-55B PACTOR
6546
6548
6549
6710
6740
6750
6755
6757
6900
6965
7175
7275
8566
8572
8578
8584
8590
8596
2624
3460
3465
3470
3480
3500
3510
3520
4310
4315
4320
5401
5494
1630
1635
1638
2300
2310
2320
2500
2510
2700
6490
6500
6505
7120
7127
7130
7140
7150
$48.38
$46.96
$48.89
$54.61
$55.13
$48.31
$49.05
$49.85
$32.37
$34.00
$47.18
$47.82
$31.51
$32.11
$72.26
$72.46
$72.83
$73.18
$53.24
$51.50
$50.88
$53.22
$67.41
$49.64
$60.07
$77.94
$53.43
$47.97
$53.10
$51.07
$57.77
$105.45
$115.94
$134.73
$120.24
$173.28
$187.57
$203.41
$256.52
$260.55
$102.07
$153.37
$163.67
$122.35
$145.31
$186.83
$212.43
$248.48
25 ROLLERS-TAMPING, SEGMENTED,
SHEEPSFOOT, TOWED
ROLLERS, VIBRATORY, SELF
PROPELLED
Includes all attachments and accessories. Listed by drum dimensions in millimeters (feet) in either direction. The first digit is the diameter and the second digit is the length of each drum.
Includes all attachments and accessories.
[ ROTAT ]
[ ROVIB ]
DELAY FACTOR = 0.44 OVERTIME FACTOR = 0.61 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86
SINGLE DRUM UNIT
DOUBLE DRUM UNIT
BUFFALO-BOMAG
BOMAG
BROS
CASE
CATERPILLAR
Model
Model
Model
Model
Model
Model
Model
[ ADRU ]
[ DDRU ]
[ B-B ]
[ BMAG ]
[ BROS ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
1220 mm x1220 mm (4'X4') & under
over 1220 mm (4') - not over 1520 mm (5')
over 1520 mm (5')
1220 mm x1220 mm (4'X4') & under, each
over 1220 mm (4') - not over 1520 mm (5'),
each
over 1520 mm (5'), each
BW 210
BW 210A
BW 213
BW 214
BW 35
BW 60, 60S
BW 65, 65S
BW 75, 75S
BW 85T
BW 90
BW 100AD-3
BW 120AD
BW 142PD
BW 151AD
BW 170AD, D
BW 172AD, D
BW 202AD
VM 255
VM 268, VM 268H
VM 278
50B
W 251
252, W 252
752, W 752
1102, W 1102
1102D, W 1102D
602D
752B
CB 54
CS 56
CB 64
CB 214
CB 214B
CB 224
CB 224B
CB 224C
CB 224E
CB 314
CP 323 padfoot drum
CS 323 smooth drum
CB 414
CS 431
CS 431B
CP 433 padfoot drum
CP 433B padfoot drum
CP 433E
CS 433 smooth drum
CS 433B smooth drum
CB 434
CB 434D
CB 514
CB 534
CB 534C
CB 534D OR XW
CS 551
CP 553 padfoot drum
CS 553 smooth drum
CP 563 padfoot drum
CS 563 smooth drum
CS 563C
CB 614
CB 634
CB 634C
4X4
4X5
5 4X4
4X5
5 2060
2070
2080
2090
0700
0800
0900
1000
1200
1300
1325C
1350
1359
1365
1380
1385
1400
2023
2024
2025
2228
2400
2405
2450
2500
2505
2510
2520
7000
7020
7400
8025
8026
8030
8031
8031C
8031E
8035
8040
8042
8045
8050
8051
8055
8056
8056E
8060
8061
8062
8062D
8065
8067
8067C
8067D
8070
8075
8080
8082
8083
8083C
8085
8095
8095C
$2.49
$2.82
$5.12
$6.04
$18.27
$33.72
$79.72
$81.79
$80.86
$82.68
$7.79
$12.32
$8.46
$13.78
$24.24
$16.32
$42.26
$43.17
$48.41
$69.39
$61.79
$61.74
$95.03
$61.90
$76.07
$119.05
$9.09
$30.09
$39.82
$67.07
$90.00
$89.76
$61.58
$70.04
$118.93
$130.89
$135.09
$38.60
$39.89
$39.75
$41.84
$42.69
$44.84
$41.57
$65.83
$64.04
$62.79
$58.83
$81.14
$65.60
$87.77
$102.83
$67.11
$84.67
$72.60
$86.04
$79.97
$103.73
$98.54
$124.70
$115.13
$120.18
$116.46
$121.77
$117.74
$122.88
$126.71
$124.08
$124.63
26 DYNAPAC
ESSICK
HYSTER
INGERSOLL-RAND
Model
Model
Model
Model
[ DYPC ]
[ ESIK ]
[ HYST ]
[ I-R ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
LR 90
A 36V, A 36D
CA 12
CA 12D
CA 12PD
CA 12PDB strikeoff blade
CA 15
CA 15A
CA 15D
CA 20D
CA 15PD
CA 25
CA 25S
CA 25A, CA 25D
CA 25PD
CA 25T
CA 30
CA 30D
CA 51S, CA 51D
CA 55D
CA 151PDB
CC 10, CC 10 series II
CC 10A
CC 102
CC 12
CC 14
CC 21
CC 21 II
CC 211
CC 42 II Dynatronic
CC 42A
CC 50
CC 50A
CC 50PD
CC 50S
DD 18
300V
2100V
VR 30RE
VR 42RE
V 30WR, V 30W2-R
C 612B
C 610A
C 610B
C 615B
C 617B
C 620B
C 625B
C 627B
C 727A
C 748A (Hypac/Hyster)
C 766A
C 766B (Hypac/Hyster)
C 850A
C 850B (Hypac/Hyster)
C 852A
C 852B (Hypac/Hyster)
C 860A
C 860B (Hypac/Hyster)
DD 22
DD 23
DD 24
DA 30
DD 35
DA 40
DA 41
DD 34HF
DA 48
DA 50
DD 65
DF 84
DS 84
DD 90
DD 110
DD 130
DD 145
SPA 56
SP 48
SP 48DD
SPF 48
SPF 48B
SP 54
SP 54DD
SPA 54
SPF 54
SP 56
2401
2405
2409A
2409B
2409E
2409H
2410
2420
2421
2422
2425
2430
2440
2450
2455
2460
2462
2464
2466
2468
2469
2470
2472
2472C
2472E
2473
2474
2474B
2474C
2475
2476
2482
2488
2488E
2489
2498
2499E
2499H
2700
2820
2902
3450
3500
3540
3562
3563
3566
3570
3572
3572E
3572F
3572G
3572H
3572J
3572K
3572N
3572P
3572S
3572T
3565
3570
3572
3573
3573C
3573E
3573G
3573HF
3573M
3574
3574A
3574B
3574C
3574D
3574F
3574H
3574J
3810
3880
3885
3890
3892
4000
4005
4010
4020
4030
$17.98
$42.86
$58.15
$48.58
$49.09
$46.41
$76.05
$65.74
$79.70
$64.72
$66.43
$97.25
$95.65
$100.43
$103.71
$88.97
$101.91
$106.65
$127.05
$130.07
$91.63
$39.04
$34.49
$41.30
$42.84
$61.69
$62.29
$65.59
$74.83
$101.46
$100.34
$112.20
$124.86
$194.24
$185.64
$15.89
$20.63
$19.40
$11.74
$29.97
$13.06
$69.10
$54.02
$67.24
$69.47
$69.98
$68.83
$70.64
$71.33
$101.94
$45.53
$88.80
$107.11
$108.95
$125.25
$114.77
$128.94
$113.39
$122.40
$51.03
$37.57
$49.56
$39.38
$40.94
$69.19
$71.66
$59.91
$96.59
$96.59
$72.97
$158.65
$155.22
$102.39
$113.82
$152.13
$131.33
$74.10
$73.34
$75.03
$77.45
$78.73
$75.41
$77.52
$76.35
$82.80
$87.25
27 KOEHRING-BOMAG
MIKASA
RAYGO
RAMMAX
SAKAI
TAMPO
Model
Model
Model
Model
Model
Model
[ KOBO ]
[ MIKA ]
[ RAGO ]
[ RAMX ]
[ SAKI ]
[ TAMP ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
SP 56DD
SP 56DH
SPF 56
SPF 56B
SPF 56DH
SPF 56DHB
SP 60
SP 84
SP 60DD
SPF 60
SPF 60B
SPF 60C
SPF 84
SPF 84B
SD 40D
SD 40F w/ blade
SD 70
SD 100
SD 100D
SD 100F
SD 115D
SD 150D
BW 120AC
BW 120AD
BW 121AD
BW 130AD
BW 140AD
BW 141AC
BW 141AD
BW 142D
BW 172
BW 172D
BW 213D
BW 214D
BW 215D
BW 217D
BW 220D
MDR 7DW
MDR 9G
MDR T38S
MRV 10GA
1-36 REBEL
2-36 ROMPER
2-66 RANGER
2-84 RANGER
220A RASCAL
320A RASCAL
320S RASCAL
400A RASCAL
404B RUSTLER
410A RASCAL
600A RASCAL
4000 RASCAL
4200 RASCAL
4404 RUSTLER
P 33/24
P 33/24 w/ remote
P 51
S 51
P 47
SV 70
SV 70D
SV 91
SV 91D
SV 200D
RP 16D (HD)
RP 28D
RP 48D
RP 58D
RS 16 (HD)
RS16A (HD)
RS 16D (HD)
RS 28C
RS 28D
RS 58D
RS 156A
RS 166A
RS 188A
RS 210
4035
4037
4040
4050
4080
4090
4100
4105
4110
4120
4130
4132
4133
4134
4138
4138FB
4139
4140
4140D
4140F
4141D
4143D
4168E
4169
4193
4193E
4194
4194B
4194E
4194H
4212
4212E
4237
4238
4240
4242
4250
4404
4405
4407
4409
4805
4810
4820
4830
4840
4876
4890
5010
5110
5150
5220
5235
5236
5236E
4605
4606
4625
4630
5290
8025
8026
8050
8051
8060
5990
5995
6110
6115
6170
6180
6185
6315
6320
6327
6340
6350
6370
6400
$90.29
$124.00
$92.41
$95.48
$125.57
$129.67
$159.36
$129.04
$181.48
$186.41
$194.82
$171.35
$130.84
$135.54
$66.07
$67.67
$76.27
$94.71
$115.53
$116.12
$145.34
$156.30
$42.40
$43.14
$38.84
$45.04
$69.58
$66.60
$61.96
$46.47
$58.70
$61.27
$97.87
$119.72
$119.09
$149.62
$113.12
$10.41
$14.67
$10.56
$16.28
$18.27
$39.92
$98.61
$138.04
$57.69
$69.06
$66.19
$69.88
$75.49
$73.65
$94.18
$103.67
$109.96
$41.27
$22.53
$21.78
$86.03
$46.39
$44.08
$69.59
$72.07
$105.21
$107.29
$52.23
$66.37
$88.90
$118.32
$106.61
$63.33
$65.40
$65.92
$84.56
$85.85
$105.07
$69.08
$91.40
$117.59
$90.45
28 SHOVELS & CRANES CRAWLER
SHOVELS & CRANES, TRUCK MOUNTED
SANBLASTING EQUIPMENT
Includes all attachments and accessories when used as a crane, clamshell, dragline or for pile driving (not including leads or driving equipment).
Includes truck/carrier. Includes all attachments and accessories when used as a crane, clamshell, dragline or for pile driving (leads and driving equipment not included).
Includes helmets, gauntlets, 30.5 meters(100 feet) of hose, pot, all control valves, nozzles and other attachments and accessories. Rated in accordance with the capacity of the pot measured in kilograms(pounds)of sand. [ S&CCL ]
[ S&CTK ]
[ SANBL ]
DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.84 DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81 DELAY FACTOR = 0.51 OVERTIME FACTOR = 0.53 WACKER
LINK-BELT
MANITOWOC
P&H
AMERICAN HOIST & DERRICK
LINK-BELT
P&H
REMOTE CONTROL ONLY
Model
Model
Model
Model
Model
Model
Model
OVER TO
[ WACK ]
[ L-B ]
[ MTWC ]
[ P&H ]
[ AMHD ]
[ L-B ]
[ P&H ]
[ REMC ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
R 900
R 1000
W 55T
W 74L, W 74T
W 74
W 75
WDH 84
WDH 86-110
WHK 90, WHK 90L
LS 78
LS 78 pipeliner
LS 98
LS 98 pipeliner
LS 98A
LS 108B
LS 108D
LS 118
LS 218H
LS 318
LS 338
LS 518
222EX (WEST)
2900 WC
3000 W
3900B (100 ton)
3900 W VICON series 2
4000 W VICON
4100 W VICON series 1
4100 W VICON series 2
4600 VICON series 1
4600 VICON series 3
535
550
670 WLC
5470
5530
7450
7460
7530
8460
8470
HC 48A
HC 108B
HC 108C
HC 138
HC 138A
HC 218
HC 218A
HC 228H
HC 238A, 238B
440 TC
650A TC
670 TC
790 TC
8115A TC
45 (100) 159 (350)
159 (350) 272 (600)
272 (600) 454 (1000)
454 (1000) 680 (1500)
680 (1500) 907 (2000)
7850
7855
7860
7880
7890
7900
7910
7912
7915
4702
4724
4826
4852
4924
4980
4981
4998
5010
5012
5020
5124
5600
5764
5812
6036
6132
6180
6196
6198
6328
6332
7716
7748
7892
1015
1080
1130
1140
1170
1178
1179
4332
4960
4970
4992
4995
5050
5051
5054
5065
7240
7720
7790
7880
7950
010-035
035-060
060-100
100-150
150-200
$26.68
$42.44
$12.83
$12.70
$12.34
$13.49
$17.82
$22.00
$22.23
$80.41
$82.57
$92.46
$99.28
$93.61
$103.49
$131.89
$150.95
$246.51
$150.15
$162.13
$238.18
$303.28
$135.27
$176.70
$223.83
$287.05
$262.45
$385.92
$395.88
$573.16
$669.93
$136.47
$142.91
$164.94
$131.17
$223.62
$134.91
$185.71
$208.97
$262.34
$407.28
$80.64
$100.97
$137.05
$104.07
$222.14
$138.53
$221.84
$268.65
$222.18
$98.72
$140.38
$144.31
$137.48
$188.68
$2.10
$2.77
$2.81
$3.52
$3.92
29 SAWS, CHAIN AND EARTH AUGER
ATTACHMENT
SAWS, CONCRETE AND MASONRY
SCRAPERS, SELF PROPELLED
Hand held type, one or two man, gas, air or electric powered including all attachments and accessories. Blades, chains and tips shall be paid separately.
Saws which cost less than $500 are considered minor tools and are no longer listed. Rated in accordance with Mfr's kilowatts (horsepower).
Self powered gas, air or electric powered. Includes water ( but not water truck or trailer), coolant, cutting compounds and all attachments and accessories.
Saw blades or abrasive discs shall be paid in accordance with the following sawkerf codes.
Includes all attachments and accessories.
[ SAWCH ]
[ SAWCO ]
[ SCRSP ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 SAWS
SINGLE & MULTI-BLADE
OPERATION
BLADE SAWKERF
CATERPILLAR
JOHN DEERE
INTERNATIONAL
Listed in accordance with Mfr's rated kilowatts (horsepower).
The following allowance is entered on the extra work bill by using the length x depth per blade.
Model
OVER TO
UNITS
Model
Model
Model
[ SAW ]
[ ABOP ]
[ ABSK ]
[ CAT ]
[ DEER ]
[ INTL ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
>3.7 (5 ) 30 amps @ 120V
0 7.5 (10)
7.5 (10) 14.9 (20)
14.9 (20) 24.6 (33)
24.6 (33) 33.6 (45)
33.6 (45) 48.5 (65)
Rate /blade/ 30.5 m (100 lin ft) / 25 mm
(inch) depth
Rate/blade/ 0.3 m (lin ft) / 25 mm (inch)
depth
613
613B
613C
615
615C
621B cushion hitch
623B
623E
623F
627B push pull
627E non push-pull
627E push-pull
631C 67M5012 serial
631D
631E
633C non cushion hitch
633C cushion hitch
633C 66M693 serial
633D
637 cushion, non-push-pull
637 non-cushion, push-pull
637D non push-pull
637D push-pull
639D
637E
637E push-pull
641B non cushion hitch
641B cushion hitch
651B non cushion hitch
651B cushion hitch
651E
657B non cushion, non p-p
657B cushion, push-pull
657E non push-pull
657E push-pull
660B
666B
JD 760A
JD 762
JD 762A
JD 762B
JD 860A
JD 860B
JD 862
JD 862B
412B
431B
433B
5-HP
0-10
10-20
20-33
33-45
45-65
100'/IN
LF-INDE
1395
1400
1402
1415
1416
1680
1700
1702
1703
1770
1772
1773
2170
2180
2185
2305
2315
2320
2330
2375
2410
2460
2470
2475
2476
2477
2620
2655
2935
2970
2975
3360
3370
3375
3380
3470
3600
3845
3860
3865
3866
3920
3930
3940
3942
5631
5637
5643
$3.57
$4.19
$9.46
$18.78
$21.69
$26.12
$18.00
$0.18
$87.08
$96.05
$119.07
$164.97
$179.54
$210.89
$216.51
$254.39
$264.91
$280.61
$297.01
$301.93
$244.09
$296.60
$321.43
$240.53
$240.43
$249.67
$306.89
$362.91
$365.21
$436.01
$440.10
$450.18
$470.63
$476.23
$307.29
$352.65
$358.61
$361.15
$433.32
$575.60
$582.31
$663.29
$682.92
$335.69
$542.22
$86.82
$106.33
$110.68
$127.37
$126.79
$133.29
$156.50
$187.49
$106.66
$207.83
$306.42
30 TRACTORS, CRAWLER
Includes all attachments and accessories such as dozer blade and power control blocks when needed, but does not include backhoe, winch or ripper units listed elsewhere in this schedule.
[ TRACC ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88 TEREX
WABCO
CASE
CATERPILLAR
Model
Model
Model
Model
[ TERX ]
[ WAB ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
S 11EB
S 23E 33TOT-H-93SH, elev
S 24 49LOT-76SH serial
S 24B 023-024 serial
S 24C
101F
101G
111A
222G
222H
350
350B
450
450B
450C
475
550
650
850
850B
850C
850D
1150B
1150C
1150D
1150E
D-3
D-3B
D-3 LGP
D-3B LGP
D-3B SA
D-3C
D4C Series III
D-4D
D-4E direct drive
D-4E power shift
D-4H
D-4H LGP
D-4H Series II
D-4E SA
D-4E LGP power shift
D-4E LGP direct drive
D-4G XL
D-5
D-5B power shift
D-5B SA
D-5B LGP
D-5C
D-5H
D-5H Series II
D-5H LGP
D-6C direct drive
D-6C power shift
D-6C LGP
D-6D
D-6D SA
D-6D LGP
D-6H
D-6H Series II
D-6H LGP
D-6M LGP
D-6N XL
D-6R DS
D-6R XL
D-7G
D-7G LGP
D-7G SA
D-7H
D-7H Series II
D-7H LGP
D-8K
D-8L
D-8L SA
D-8N
D-8R
D-8T
D-9H
D-9L
D-9N
D-9R
D-10
D-10N
D-10R
D-11N
8245
8250
8260
8270
8275
8570
8575
8640
8700
8704
1820
1825
1868
1869
1869E
1870
2000
2100
2128
2130
2135
2140
2250
2255
2257
2258
2340
2345
2350
2355
2370
2380
2450
2655
2660
2665
2670
2675
2680
2772
2780
2782
2790XL
3194
3206
3325
3345
3346
3347
3348
3350
3645
3688
3710
3720
3725
3730
3732
3733
3735
3745
3755
3800
3815
4180
4200
4210
4215
4216
4220
4858
4862
4863
4864
4870
4880
5160
5165
5170
5175
5220
5225
5227
5230
$86.14
$200.49
$258.90
$310.38
$334.02
$100.13
$99.51
$94.38
$184.53
$207.27
$40.05
$42.22
$34.05
$38.30
$43.53
$56.38
$45.64
$53.98
$46.26
$49.83
$54.15
$57.21
$69.07
$74.92
$77.36
$80.08
$40.14
$44.09
$40.80
$45.38
$49.44
$46.58
$59.19
$48.40
$50.57
$51.91
$65.52
$64.86
$66.81
$61.78
$52.11
$52.11
$59.86
$69.28
$72.79
$79.90
$75.55
$64.45
$86.39
$90.56
$89.52
$90.24
$90.90
$93.48
$102.20
$115.53
$102.59
$116.75
$121.59
$121.46
$111.54
$114.71
$127.35
$133.93
$152.79
$148.33
$166.23
$158.61
$168.49
$165.30
$206.15
$245.13
$269.02
$218.44
$239.36
$291.52
$275.55
$326.71
$277.25
$322.09
$500.33
$399.51
$444.75
$618.36
31 TRACTORS, HEAVY
Includes all attachments and accessories such as dozer blade, power control units and push blocks, when needed, but does not include backhoe, winch or ripper units listed elsewhere in this schedule.
[ TRACH ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88
JOHN DEERE
DRESSER
FIAT-ALLIS
KOMATSU
CATERPILLAR
Model
Model
Model
Model
Model
[ DEER ]
[ DRES ]
[ F-A ]
[ KOMA ]
[ CAT ]
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
JD 350C
JD 350D
JD 400G
JD 450C
JD 450D
JD 450E
JD 450G
JD 450J LT/LGP
JD 550
JD 550A
JD 550B
JD 550G
JD 650G
JD 650H LGP
JD 750
JD 750B
JD 750 LGP
JD 750B LGP
JD 850
JD 850B
JD 850 LGP
JD 850B LGP
TD 7E
TD 7G
TD 8E
TD 8G
TD 12
TD 12 LGP
TD 15C
TD 15E
TD 15C LGP
TD 20E
TD 20G
TD 20G LGP
TD 25E
TD 25G
10C
10C LGP
14C
FD 20
21C
FD 30
31 FD 40
D 21P-6
D 31A-16
D 31A-17
D 31E-17
D 31E-18
D 31P-16
D 31P-17
D 31P-17B
D 58E-1
D 58P-1
D 65E-6
D 65E-7, E-8
D 65P-6
D 65P-7 / D 65P-8
D 68P-1
D 68E-1
D 83E-1
D 83P-1
D 85P-18
D 85A-18
D 85E-12
D 85E-18
D 135A-1
D 155A-1
D 155A-2
D 375A-1
D 375A-2
D 455A-1
D 475A-2
814
814B
824B
824C
834B
5360
5365
5405
5474
5476
5478
5479
5479J
5480
5481
5483
5484
5484A
5484H
5485
5486
5487
5488
5490
5491
5492
5495
9100
9102
9105
9107
9110
9115
9120
9122
9125
9130
9135
9137
9139
9140
6043
6044
6048
6056
6060
6060E
6061
6061E
7965
7970
7972
7976
7977
7980
7981
7981E
8003
8003H
8070
8072
8080
8082
8083
8085
8087
8088
8090
8114
8120
8140
8150
8160
8161
8175
8176
8180
8186
1400
1410
1720
1730
2010
$44.34
$49.86
$41.24
$44.11
$45.74
$46.65
$49.96
$60.22
$49.65
$53.79
$52.49
$58.08
$65.06
$69.07
$77.38
$84.83
$80.43
$102.49
$101.31
$116.56
$106.24
$124.05
$45.16
$49.96
$54.94
$58.68
$78.84
$89.98
$109.55
$133.75
$106.51
$149.17
$178.02
$185.97
$213.67
$258.78
$87.44
$88.36
$110.38
$158.98
$184.70
$214.02
$292.53
$330.85
$48.08
$41.92
$45.69
$47.73
$50.24
$42.32
$46.45
$48.80
$92.09
$100.39
$106.81
$118.25
$109.65
$121.86
$134.17
$128.77
$155.62
$157.06
$167.71
$149.68
$132.00
$160.42
$206.53
$237.71
$237.36
$377.53
$415.47
$462.63
$644.49
$141.63
$202.31
$232.99
$276.96
$415.45
32 TRACTORS, RUBBER TIRE,
INDUSTRIAL, FARM & SKID STEER
TRAFFIC CONTROL & SAFETY DEVICES
(HOURLY RATES)
TRAFFIC CONTROL & SAFETY DEVICES
(DAILY RATES)
Includes supplies and servicing. The following allowance is entered on the extra work by using days instead of hours worked. Crash cushion barrels and K-rail sections are now listed with Non-Operated items[NONOP]. [ TRACS ]
[ TRAFA ]
[ TRAFC ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.90 DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.68 DELAY FACTOR = 0.73 OVERTIME FACTOR = 1.00
37.3 kW (50 HP) OR LESS
OVER 37.3 kW (50 HP)
CHANGEABLE MESSAGE SIGN
FLASHING ARROW SIGN
(1) BARRICADES
(2) TRAFFIC CONES
(3) PORTABLE DELINEATOR
(4) ILLUMINATED SIGNS
(5) FLASHING BEACON
(6) FLAG/SIGN STAND
(7) DELINEATOR DRUM
Including, but not limited to the following:
Bobcat--440B, 443B, 450, 453, 542B, 543B, 553, 742B, 743B, 753, 763, 773, 1840, 7753
Case-- 1818, 1825, 1835C, 1838
Deere-- 3375, 4475, 5200, 5575, 6675, 7775
Ford-- L250, L454, L455, L553, L555, L781
Gehl-- SL3310, SL3410, SL3725, SL3825, SL4525, SL4625
Hydra-Mac-- 1300, 1600, 1700D
JCB-- 165Robot, 165Robot Ser II
Massey-Ferguson-- MF30E
Mahto-- LS70, LS75, L933
Mustang-- 920, 920E, 921, 930A, 930AE, 940, 940E, 910, 911, 2040
New Holland-- 1220, 1320, 1620, 1920, 2120, 3415, 3930, L250, L255, L465, LX465, LX485, L565, LX565, LX665
Ramrod-- 230B, 300B, 584B, 784B, 550, 750, 1350, 1550
Thomas-- T-82, T-83, T-83S, T-103, T-132, T-133, T-133S Trak-- 1300HD, 1300C, 1300CX, 1500C
Including, but not limited to the following:
Bobcat-- 853, 863, 873, 943, 953, 980
Case-- 1845C
Deere-- 5300, 5400, 6200, 6300, 6400, 8875
Ford-- L783, L785, 250C, 260C
Gehl-- SL5625, SL6625, SL6635
Hydra-Mac-- 1850, 2650, 2650D
JCB-- 185Robot
Massey-Ferguson-- MF40E, MF50EX
Mustang-- 960, 2060
New Holland-- 4630, 5030, 5640, 6640, 7740, 7840, 8240, 8340, L865, LX865, LX885, 345D, 545D
Ramrod-- 1750, 1950
Thomas-- T-173HL, T-173HLS, T173HLS II, T-203HD, T-
233HD
Trak-- 1700HD, 1700C, 1700CX, 1700XHP
Including supplies, replacements and servicing.
(A) 750 mm to 900 mm high & 600 mm to 900 mm wide (30 to 36 inches high & 24 to 36 inches wide)
(B) 1500 mm high by 1200 mm wide min. (60" high by 48" wide min.)
Lost or destroyed are no longer paid on invoice.
Lost or destroyed are no longer paid on invoice.
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ <50 ]
[ >50 ]
[ CMSN ]
[ FLAS ]
[ 1BAR ]
[ 2TC ]
[ 3DEL ]
[ 4SIG ]
[ 5BEA ]
[ 6FSS ]
[ 7DDR ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
with loader or dozer
auger, w/ or w/o loader or dozer
backhoe, w/ or w/o loader or dozer
with loader or dozer
auger, w/ or w/o loader or dozer
backhoe, w/ or w/o loader or dozer
Generator
Generator w/ cell remote
Solar
Solar w/ cell remote
Roof mounted
Trailer mounted
each with flasher
each without flasher
each
450 mm (18") high, per 100
700 mm (28") high, per 100
700 mm (28") high w/ refl sleeve, per 100
1,050 mm (42") high w/ refl sleeve, per 100
per 100
incl 900 mm x900 mm (3'x3') sign &
batteries
portable 12 volt
incl sign, stand & 3 flags
Del. drum w/ base per 100
A
B
C
A
B
C
GEN1
GEN2
SOL1
SOL2
RM
TM
A1
A2
B3
A100
B100
D100
E100
100
12V
12V
EACH
100
$36.46
$37.03
$39.11
$48.51
$49.23
$51.39
$19.39
$21.16
$13.70
$15.48
$1.21
$4.43
$0.56
$0.29
$1.29
$10.27
$17.82
$27.64
$45.98
$29.22
$7.18
$7.33
$3.31
$73.04
33 TRAILERS, EQUIPMENT, LOW BED
TRAILERS, EQUIPMENT, TILT BED
TRENCHING MACHINES
Includes all attachments and accessories related to hauling. The rates cover drop deck type with and without folding/removable gooseneck or oscillating trunion. Pilot vehicles are extra. Listed in accordance with number of axles and tires per axle. Includes jeeps, booster axles, and dollies. All loads shall be hauled legally or within Caltrans Permit Policy.
Includes all attachments and accessories related to hauling. Pilot vehicles are extra. Listed in accordance with the Mfr's rated capacity in tonnes(tons).
Includes all attachments and accessories. When used, tungsten carbide tips shall be replaced by separate invoice.
[ TRAIL ]
[ TRAIT ]
[ TRENC ]
DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.63 DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.63 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.91
LOW BED A
LOW BED B
LOW BED C
LOW BED D
TILT BED 1 AXLE
TILT BED 2 AXLES
BOBCAT
CASE
DITCH WITCH
2 axle
3 axle
4 axle
6 axle
Model
Model
Model
Model
OVER TO
OVER TO
Model
Model
Model
[ LB-A ]
[ LB-B ]
[ LB-C ]
[ LB-D ]
[ TB-1 ]
[ TB-2 ]
[ BCAT ]
[ CASE ]
[ D-W ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
4 Tires per axle
8 Tires per axle
4 Tires per axle
8 Tires per axle
4 Tires per axle
8 Tires per axle
8 Tires per axle
0 1.8 (2)
1.8 (2) 3.6 (4)
3.6 (4) 5.4 (6)
7.3 (8) 9.1 (10)
9.1 (10) 10.9 (12)
10.9 (12) 12.7 (14)
12.7 (14) 14.5 (16)
14.5 (16) 16.3 (18)
16.3 (18) 18.1 (20)
18.1 (20) 20.0 (22)
20.0 (22) 22.7 (25)
T 116
T 135
T 136
T 208
3022
TL 70
TL 100
TL 120
TL 200
16+4
25+4
25 + 4 XP
30+4 standard
DH 4
DH 4B
DH 5
DH 5 QUAD
DH 7
360
ROAD RUNNER 380
TF 300
TF 700
TF 800
TF 1000
760
R 30
R 36D
R 40
R 65
R 100
V 30
1410
1420
1500
1620
1810
2020
100
200
300
400
500
600
700
00-02
02-04
04-06
08-10
10-12
12-14
14-16
16-18
18-20
20-22
22-25
2000
2010
2020
2030
2040
9051
9053
9055
9070
9120
9170
9171
9224
9255
9256
9257
9259
9261
9263
9277
9374
9398
9405
9460
9465
5390
5400
5432
5556
5565
5618
5620
5625
5630
5635
5640
5645
$20.12
$25.37
$27.04
$31.34
$43.32
$53.75
$86.12
$1.07
$1.15
$1.90
$5.89
$6.78
$7.63
$8.48
$8.20
$7.91
$9.07
$8.81
$16.92
$38.84
$39.18
$8.70
$39.65
$7.19
$10.33
$12.45
$12.63
$18.00
$24.88
$31.58
$34.93
$47.58
$52.16
$44.59
$44.84
$52.90
$37.14
$52.30
$23.06
$32.33
$42.06
$47.55
$48.63
$32.54
$40.66
$41.79
$43.17
$97.74
$31.33
$12.79
$13.49
$9.52
$17.68
$18.06
$22.20
34 TRUCK, TRUCK TRAILERS, EXCL.
DUMP TRUCKS & EQPT TRAIL
TRUCKS, OFF-HIGHWAY
Includes all attachments and accessories related to hauling, with and without trailers as needed. Includes water trucks, freight trucks and passenger vehicles, including 4wd option. Listed by Mfr's Gross Vehicle Weight in Kilograms(pounds). For tractor-trailer units, the gross vehicle weight of the cargo carrying unit or units will control. In the case of water trucks, the tank capacity expressed in kilograms (pounds) of water plus 20%, will determine the gross vehicle weight. For attachment allowance, see attachment class.
Includes all attachments and accessories. Includes end dump, belly dump and earthmover types. Listed in accordance with Mfr's rated capacity in tonnes (tons). In the case of earthmover types, rated by Mfr's volumetric capacity, a factor of 1.4 tonnes per cubic meter (1-1/2 tons per cubic yard) of struck capacity shall be used.
[ TRUCK ]
[ TRUOF ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.80
MIDMARK
VERMEER
TRUCKS
TRUCK OFF-HIGHWAY
Model
Model
OVER TO
OVER TO
[ MDMK ]
[ VERM ]
[ T&TT ]
[ TRU ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
2200
2300
2310
3210
3210 Combo
3500
4010
4010 Combo
5010
6510
6510 Combo
300 A
321
400 A
440
CC-135
M 220
M 455 / M455A
M 475
M 475A
M 485
M 495
T 300B, T 300A
T 400C, T 400B, T 400A
T 600D, C, B, A
T 650
T 800B, T 800A, T800
T 800C
T 850
V 430
V 430A
V 434 / M 434
V 440
V 450
V 454
V 1550
CARS , LIGHT TRUCKS
3175 (7000) 5443 (12000) No small
pickups
5443 (12000) 9072 (20000)
9072 (20000) 12701(28000)
12701 (28000) 16330 (36000)
16330 (36000) 21773 (48000)
21773 (48000) 27216 (60000)
27216(60000) & Over
9.1 (10) 13.6 (15)
16.3 (18) 20.0 (22)
20.0 (22) 24.5 (27)
24.5 (27) 29.0 (32)
29.0 (32) 36.3 (40)
36.3 (40) 49.9 (55)
49.9 (55) 60.8 (67)
5650
5660
5662
5670
5675
5676
5677
5678
5679
5680
5685
7945
7950
7955
7960
8350
8380
8480
8570
8571
8580
8585
8718
8781
8842
8843
8870
8871
8875
8950
8951
9000
9015
9017
9020
9025
00-06
06-12
12-20
20-28
28-36
36-48
48-60
60 10-15
18-22
22-27
27-32
32-40
40-55
55-67
$21.19
$32.18
$33.96
$36.25
$37.15
$42.65
$55.57
$41.73
$42.45
$49.94
$53.18
$32.36
$33.69
$41.06
$51.10
$106.36
$21.57
$48.06
$50.38
$57.94
$54.00
$89.91
$33.00
$68.60
$98.46
$163.83
$156.91
$171.69
$305.75
$37.41
$41.83
$36.11
$39.30
$45.38
$40.04
$20.00
$35.85
$40.51
$52.44
$55.45
$62.25
$83.18
$91.76
$103.27
$65.12
$116.35
$145.35
$166.15
$225.79
$335.14
$376.34
35 TRUCKS, DUMP, ON-HIGHWAY WELDING EQUIPMENT
Includes all end dump, side dump and belly dump types; including all attachments and accessories.
[ TRUON ] [ WELD ]
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.84 DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.82
TRUCK ON-HIGHWAY
ARC WELDING MACHINES
GAS WELDING OUTFIT
Diesel, gas or electric powered. Includes helmets, holders, cable and all attachments and accessories. Rate capacity in amps.
Includes regulator, 7.6 meters (25 feet) of hose, torch, goggles, lighter and attachments and accessories. Gas and rod shall be paid separately.
Model OVER TO
Model
[ TRUN ]
[ AWM ]
[ GWO ]
Code Code
Code
Rate Rate
Rate
2 axles
3 axles
4 axles
5 axles
0 250
250 500
over 500
ALL
2AXL
3AXL
4AXL
5AXL
0-250
250-500
500
ALL
$71.20
$92.76
$104.25
$116.72
$7.54
$14.55
$15.14
$0.37
Appendix D
Los Angeles County
Class and Salary Listing
(as of May 1, 2025)
AS OF AUGUST 1, 2025
Approved base salary rates. Step or range advancement and eligibility for range maximum are as provided in the applicable MOU, Notes, and item sub title.
*
1081
1082
1084
1092
1090
1091
0419
0420
0421
1007
1019
1002
1003
1004
0410
0813
4630
8049
4586
4603
1189
8993
0398
0029
0004
0007
0009
0011
6077
6080
4101
6076
9268
5068
5065
5066
0827
5373
2989
2991
3004
2979
2980
2981
2982
5723
9008
2520
2521
ADMINISTRATIVE MANAGER XII,ISD
ADMINISTRATIVE MANAGER XIII,ISD
ADMINISTRATIVE MANAGER XV,ISD(UC)
ADMINISTRATIVE MANAGER XVI,ISD
ADMINISTRATIVE MANAGER XVI,ISD(UC)
ADMINISTRATIVE MANAGER XVII,ISD(UC)
ADMIN SERVICES ANALYST I,LACERA
ADMIN SERVICES ANALYST II,LACERA
ADMIN SERVICES ANALYST III,LACERA
ADMINISTRATIVE SERVICES DIV MGR
ADMINISTRATIVE SERVICES DIV MGR(UC)
ADMINISTRATIVE SERVICES MANAGER I
ADMINISTRATIVE SERVICES MANAGER II
ADMINISTRATIVE SERVICES MANAGER III
ADMIN SERVICES OFFICER,LACERA
ADMINISTRATIVE STAFF TRAINEE
ADMR,COLL OF NRSG AND ALLIED HLTH
ADMR,COMP AMBULATORY HLTH CARE CTR
ADMR,CONTRACT PROGS & SPECIAL SERVS
ADMR,SPECIALIZED HEALTH PROGRAM
ADMITTING SUPERVISOR
ADOPTIONS ASSISTANT
AGRICULTURAL CHEMICAL SPRAYER
AGRIC COMMR/DIR OF WEIGHTS & MEAS
AGRICULTURAL INSPECTOR AID
AGRIC/WEIGHTS & MEAS INSPECTOR I
AGRIC/WEIGHTS & MEAS INSPECTOR II
AGRIC/WEIGHTS & MEAS INSPECTOR III
AIRPORT MAINTENANCE WORKER
AIRPORT MANAGER
AIRPORT PROJECT COORDINATOR
AIRPORT SERVICE WORKER
ALTERNATE PUBLIC DEFENDER
AMBULANCE DISPATCHER
AMBULANCE DRIVER
AMBULANCE MEDICAL TECHNICIAN
ANALYST,CEO
ANESTHESIA TECHNICIAN
ANIMAL CARE ATTENDANT I
ANIMAL CARE ATTENDANT II
ANIMAL CONTROL MANAGER
ANIMAL CONTROL OFFICER I
ANIMAL CONTROL OFFICER II
ANIMAL CONTROL OFFICER III
ANIMAL CONTROL OFFICER IV
ANIMAL SANITATION INSPECTOR
APPEALS HEARING SPECIALIST
APPLICATION DEVELOPER I
APPLICATION DEVELOPER II
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JAN-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
N23
N23
N23
N23
N23
N23
N2MO
NMO
NMO
N23
N23
NMO
NMO
NMO
N23
N2MO
N23
N23
N23
N23
NMO
NMVO
NMO
N23
NMO
N2MO
NMO
NMO
NMO
NMO
NO
NMO
N23
NMO
NMO
NMO
N35MO
NMO
NMO
NMO
NMO
NMO
NMO
NMO
NMO
NMO
NRO
N2MO
N2MO
S12
S13
R15
S16
R16
R17
89A
98E
102E
S13
R13
106D
109D
119C
LS9
88K
S14
S12
S14
S13
102D
83L
91A
R16
74F
91B
95B
99B
82E
97D
104A
81A
R23
87J
81F
85H
105E
87C
81B
83B
107H
85B
88J
91B
96J
93G
92E
103D
105D
4,940.00
6,032.64
6,723.55
7,475.64
8,109.27
10,609.73
4,916.00
6,706.91
4,076.09
4,940.00
3,163.64
5,229.00
5,519.73
6,152.36
3,910.18
5,856.64
7,028.00
3,770.00
4,520.73
3,816.36
4,271.18
7,700.36
4,454.18
3,779.27
3,986.91
7,757.64
4,208.45
4,644.91
4,952.36
5,770.45
5,294.00
5,126.91
7,275.27
7,681.27
15,271.00
16,416.92
18,971.86
20,394.75
20,394.75
21,924.00
6,306.00
8,129.36
9,060.82
16,416.92
16,416.92
10,074.00
10,928.27
14,298.09
12,137.06
6,275.27
17,648.16
15,271.00
17,648.16
16,416.92
9,038.36
5,643.27
6,657.00
4,250.27
6,673.64
7,438.55
8,290.64
5,268.00
7,892.64
8,971.00
5,076.00
6,092.27
5,139.64
5,756.27
10,376.91
6,002.82
5,088.73
5,372.36
10,454.09
5,671.18
6,259.91
6,673.64
7,776.73
7,133.27
7,700.36
9,287.00
9,804.09
ITEM
NO CLASSIFICATION
EFFECTIVE
DATE NOTE
SCHEDULE
LEVEL
RANGE
MINIMUM
RANGE
MAXIMUM/
CONTROL
BARGAIN
UNIT
----- ------------------------------------ ----------- ----- -------- ---------- ---------- ------- 996
996
996
996
996
996
850
850
850
996
996
999
999
999
991
999
996
996
996
996
999
111
999
997
821
821
821
821
431
122
511
431
997
221
221
221
999
2 431
431
999
431
431
431
432
121
711
121
121
CLICK ON THE LINKS BELOW FOR
- ELECTED OFFICIALS SALARIES
- DEPARTMENT HEAD SALARIES
AS OF AUGUST 1, 2025
Approved base salary rates. Step or range advancement and eligibility for range maximum are as provided in the applicable MOU, Notes, and item sub title.
*
1962
1958
1965
1969
6608
0289
0283
4032
4022
4026
1623
4622
4601
2968
9992
2646
1014
8048
4455
6079
2519
0282
9989
0721
6042
6041
8705
9957
0482
6088
9023
1638
0861
0799
7476
1038
0335
5712
4406
0766
2934
5525
7082
9041
5814
7202
6395
9208
7180
APPRAISER
APPRAISER'S ASSISTANT
APPRAISER SPECIALIST I
APPRAISER SPECIALIST II
AQUATICS MAINTENANCE TECHNICIAN
ARBORETA SPECIAL EVENTS COORDINATOR
ARBORETUM GARDENER
ARCHITECT
ARCHITECTURAL ASSISTANT
ARCHITECTURAL ASSOCIATE
AREA ADM,CHILD SUPPORT SERVICES
AREA ADMINISTRATOR,PUBLIC HEALTH
AREA HEALTH OFFICER,PUBLIC HEALTH
AREA POOLS SUPERVISOR
ASSESSOR(UNCLASSIFIED)
ASST ACCOUNTING SYSTEMS ANALYST
ASSISTANT ADMINISTRATIVE DEPUTY,DA
ASST ADMR,COMP AMBUL HLTH CARE CTR
ASST ADMR,REGIONAL PLANNING
ASSISTANT AIRPORT MANAGER
ASSISTANT APPLICATION DEVELOPER
ASSISTANT ARBORETUM GARDENER
ASSISTANT ASSESSOR(UC)
ASSISTANT AUDITOR-CONTROLLER(UC)
ASST AUTOMOTIVE EQUIPMENT COORD
ASST AUTOMOTIVE EQUIPMENT INSPECTOR
ASST BEHAVIORAL SCIENCES CONSULTANT
ASSISTANT BUREAU CHIEF,DA(UC)
ASSISTANT CASH MGMT SYSTEMS ANALYST
ASSISTANT CHIEF,AIRPORTS DIVISION
ASST CHIEF,CLINICAL SOCIAL WORK
ASST CHIEF,MED EXAM'S INVESTIGNS
ASST CHIEF EXECUTIVE OFFICER(UC)
ASST CHF FINANCIAL OFFICER,LACERA
ASSISTANT CHIEF,FIRE FLEET SERVICES
ASSISTANT CHIEF,FISCAL DIVISION,PW
ASSISTANT CHIEF,FORESTRY DIVISION
ASST CHF,HLTH FACILITIES INSPN DIV
ASST CHF,HEALTH HAZARDOUS MAT,FIRE
ASST CHIEF,INTERNAL AUDIT,LACERA
ASST CHIEF,LIFEGUARD SERVICES,FIRE
ASSISTANT CHIEF,PHARMACY SERVICES
ASSISTANT CHIEF PHOTOGRAPHER
ASST CHIEF,PSYCHIATRIC SOCIAL WORK
ASST CHIEF RADIOLOGIC TECHNOLOGIST
ASSISTANT CHIEF STATIONARY ENGINEER
ASSISTANT COOK
ASSISTANT COUNTY COUNSEL
ASSISTANT DAM OPERATOR
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JUL-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JAN-25
01-OCT-24
01-OCT-24
01-JUL-24
01-OCT-24
01-OCT-24
01-JAN-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
NMP
NMO
NMO
NMO
N2O
NMO
NMO
NO
NO
NO
NMO
NMO
N23
N3MO
N32
N3MO
N23
NMO
N2MO
NMO
N2MO
NMO
N23
N23
NMO
N2O
N23
NMO
NMO
NMO
NMO
N23
N23
NMO
NMO
NWO
N23
NMWO
N23
N23
NWO
NMO
NMWO
NMO
N2MO
N23
NO
90D
85D
105D
107D
90J
90J
82C
115A
100E
109A
117B
114D
S12
86E
FA
99E
S13
111H
121A
88D
96A
78A
R17
R16
96C
87B
FS
R19
95D
119A
115L
110A
R19
LS10
111H
119H
120H
S10
118C
LR9
S12
130G
99H
109J
112H
F
73F
S18
91K
4,844.00
4,229.36
7,275.27
7,681.27
5,177.82
4,904.00
3,891.09
9,471.00
6,368.91
8,049.00
10,024.00
9,287.00
4,856.00
6,908.36
8,645.91
11,766.00
4,588.09
5,973.00
3,478.00
5,685.36
4,690.73
5,547.18
10,557.00
9,707.36
8,270.00
8,645.91
10,741.55
11,036.64
10,325.45
14,440.27
6,244.55
8,209.73
8,883.73
3,249.55
5,051.27
8,796.45
5,699.55
9,804.09
10,351.18
6,259.91
6,608.45
5,242.00
12,089.00
8,129.36
10,274.00
13,508.73
12,514.27
15,271.00
5,871.18
8,352.55
16,416.92
11,651.45
15,020.00
6,183.09
7,624.00
4,679.00
21,924.00
20,394.75
7,662.18
5,671.18
141.09
25,336.35
7,475.64
14,227.00
13,082.09
11,145.00
25,336.35
13,047.33
11,651.45
14,475.82
14,873.82
13,214.85
14,691.09
12,137.06
15,271.00
19,459.45
8,414.45
11,680.09
11,971.55
10,176.40
4,136.91
23,568.71
6,447.55
ITEM
NO CLASSIFICATION
EFFECTIVE
DATE NOTE
SCHEDULE
LEVEL
RANGE
MINIMUM
RANGE
MAXIMUM/
CONTROL
BARGAIN
UNIT
----- ------------------------------------ ----------- ----- -------- ---------- ---------- ------- 131
131
131
131
411
999
431
501
501
501
999
999
996
122
997
999
996
999
999
122
121
431
996
996
432
421
341
996
999
999
999
999
996
991
999
999
995
996
999
991
996
999
999
724
222
412
211
996
401
CLICK ON THE LINKS BELOW FOR
- ELECTED OFFICIALS SALARIES
- DEPARTMENT HEAD SALARIES
AS OF AUGUST 1, 2025
Approved base salary rates. Step or range advancement and eligibility for range maximum are as provided in the applicable MOU, Notes, and item sub title.
*
0456
1041
3310
0996
8356
8230
9959
0437
1918
2608
3071
8361
8013
8767
3382
9090
8901
1488
1066
0771
1125
6490
6502
4205
9115
1114
0778
0792
0217
7456
8813
7968
8353
4611
8038
8041
8042
8044
8077
1926
2589
0781
9974
6641
8341
4820
1391
1392
1393
ASST DATA SYSTEMS ANALYST,LACERA
ASST DEPUTY DIRECTOR,FINANCE,PW
ASST DEPUTY DIRECTOR,PUBLIC WORKS
ASSISTANT BUREAU DIRECTOR,SHERIFF
ASST DIR,CAP PROJ & FACIL SERVS(UC)
ASST DIR,COMMUNITY & SR SERVS(UC)
ASSISTANT DIR,DISTRICT ATTORNEY(UC)
ASST DIR,HUMAN RESOURCES,LACERA
ASST DIRECTOR,HUMAN RESOURCES(UC)
ASST DIR,INFO SYSTEMS ADVISORY BODY
ASSISTANT DIRECTOR, JCOD (UC)
ASSISTANT DIRECTOR,LIBRARY (UC)
ASST DIR OF PUBLIC SOCIAL SERVS(UC)
ASST DIR,PARKS & RECREATION(UC)
ASSISTANT DIRECTOR,PUBLIC WORKS(UC)
ASST DIV CHIEF,CHILD & FAMILY SERVS
ASSISTANT DIVISION CHIEF,B&H
ASST DIV CHIEF,PUBLIC GUARDIAN,MH
ASSISTANT DIVISION DIRECTOR,SHERIFF
ASSISTANT DIVISION MANAGER,LACERA
ASST DIV MGR,PROG,REG-REC/CO CLK
ASSISTANT ELECTRO-MECHANIC
ASSISTANT ELEVATOR MECHANIC
ASST ENVIRONMENTAL ENGINEERING SPEC
ASST EX DIR,OFF OF CHILD PROTEC(UC)
ASST EXEC OFFICER, BD OF SUP(UC)
ASSISTANT EXECUTIVE OFFICER,LACERA
ASST EXECUTIVE OFFICER,LACERA(UC)
ASSISTANT FIRE CHIEF
ASSISTANT FLEET MANAGER,PW
ASSISTANT GOLF DIRECTOR
ASSISTANT GRAPHIC ARTS COORDINATOR
ASST HD,FACILITIES SERVICES,LIBRARY
ASST HEALTH PROGRAM COORDINATOR
ASSISTANT HOSPITAL ADMINISTRATOR I
ASSISTANT HOSPITAL ADMINISTRATOR II
ASST HOSPITAL ADMINISTRATOR III
ASSISTANT HOSPITAL ADMINISTRATOR IV
ASST HOSPITAL ADMINR,GENERAL HOSP
ASST HUMAN RESOURCES ADMR,HS
ASST INFORMATION SYSTEMS ANALYST
ASST INFORMATION SYSTEMS MGR,LACERA
ASST INSPEC GEN(UC)
ASSISTANT INSTRUMENT TECHNICIAN
ASSISTANT LIBRARY ADMINISTRATOR
ASST MANAGER,FOOD SERVICES,SHERIFF
ASST MEDICAL RECORDS DIRECTOR I
ASST MEDICAL RECORDS DIRECTOR II
ASST MEDICAL RECORDS DIRECTOR III
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JAN-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JAN-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JAN-25
01-JAN-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JAN-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
NMO
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
N23
NMO
NMO
N23
N23
NMO
NO
NO
NO
N23
N23
N23
N23
N23
NMO
NMO
NMO
NMO
NMO
NMO
NMO
NMO
NMO
N23
N23
NMO
N23
N23
NMO
N23
NMO
NMO
NMO
NMO
104H
S14
S15
S12
R12
R13
R16
LS10
R17
S12
R13
R14
R15
R13
R19
S11
113H
111H
S16
LS10
113K
90J
90J
98J
R15
R16
LS16
LS16
S16
109B
104B
100G
102G
86A
103E
108L
111H
114D
S11
S13
99G
LS12
R16
95D
S8
111C
91B
95B
99C
7,150.82
9,128.18
8,645.91
9,173.09
4,904.00
4,904.00
6,092.27
8,069.09
7,045.55
6,400.36
6,756.82
4,313.00
6,908.36
8,029.45
8,645.91
9,287.00
6,229.18
5,547.18
8,539.55
4,952.36
5,519.73
6,167.73
9,636.45
17,648.16
18,971.86
15,271.00
15,271.00
16,416.92
20,394.75
13,047.33
21,924.00
15,271.00
16,416.92
17,648.16
18,971.86
16,416.92
25,336.35
14,205.89
12,300.27
11,651.45
20,394.75
13,047.33
12,360.64
6,259.91
6,259.91
7,776.73
18,971.86
20,394.75
20,135.96
20,135.96
20,394.75
10,874.09
9,494.64
8,624.64
9,105.73
5,813.00
9,310.00
10,820.64
11,651.45
12,514.27
14,205.89
16,416.92
8,393.82
15,077.83
20,394.75
7,475.64
11,435.00
11,508.27
6,673.64
7,438.55
8,311.27
ITEM
NO CLASSIFICATION
EFFECTIVE
DATE NOTE
SCHEDULE
LEVEL
RANGE
MINIMUM
RANGE
MAXIMUM/
CONTROL
BARGAIN
UNIT
----- ------------------------------------ ----------- ----- -------- ---------- ---------- ------- 850
996
996
996
996
996
996
991
996
996
996
996
996
996
996
996
999
999
996
991
999
411
2 501
996
996
991
991
996
999
999
999
999
121
999
999
999
999
996
996
121
991
996
431
996
999
122
122
122
CLICK ON THE LINKS BELOW FOR
- ELECTED OFFICIALS SALARIES
- DEPARTMENT HEAD SALARIES
AS OF AUGUST 1, 2025
Approved base salary rates. Step or range advancement and eligibility for range maximum are as provided in the applicable MOU, Notes, and item sub title.
*
5276
7053
5314
5320
5295
5287
0527
1262
8612
1567
4610
4609
5233
1978
9267
9263
1270
3567
9085
8845
8851
1123
8054
0406
9969
9972
4595
2400
0294
8833
1335
2370
2372
3526
2469
3716
0541
7222
0005
0826
4578
4633
3433
9202
8456
3495
8073
8075
3549
ASST MENTAL HEALTH COUNSELOR,RN
ASSISTANT MICROFILM TECHNICIAN
ASSISTANT NURSING DIRECTOR I
ASSISTANT NURSING DIRECTOR II
ASST NURSING DIR,ADMINISTRATION
ASST NURSING DIRECTOR,EDUCATION
ASSISTANT OPERATIONS CHIEF,TTC
ASST OPNS OFF,BANKING & REMIT PROC
ASSISTANT PROBATION DIRECTOR
ASST PROG ADM,VICTIM-WITNESS ASSIST
ASST PROGRAM DIRECTOR,DRUG ABUSE,HS
ASST PROG DIR,OFF OF ALCOHOL PRO,HS
ASSISTANT PROGRAM SPECIALIST,PHN
ASST PROPERTY ASSESSMENT SPECIALIST
ASSISTANT PUBLIC DEFENDER
ASSISTANT PUBLIC DEFENDER(UC)
ASSISTANT PUBLIC HEALTH REGISTRAR
ASST RADIOLOGY EQUIPMENT SPECIALIST
ASST REGIONAL ADMINISTRATOR,CFS
ASST REGIONAL GROUNDS MAINT SUPVR
ASST REGIONAL RECREATION DIRECTOR
ASST REGISTRAR-RECORDER/CO CLK(UC)
ASST REHABILITATION CENTER MANAGER
ROADSIDE TREE SUPERINTENDENT
ASSISTANT SHERIFF(UC)
ASST,SHERIFF,ADMINISTRATION(UC)
ASSISTANT STAFF ANALYST,HLTH SERVS
ASST STANDARD & SPECS COORD,MED CTR
ASSISTANT SUPERINTENDENT,ARBORETUM
ASST SUPERINTENDENT,HOLLYWOOD BOWL
ASSISTANT SUPERVISING PAYROLL CLERK
ASSISTANT SUPPLY OFFICER I
ASSISTANT SUPPLY OFFICER II
ASST TELECOM SYSTEMS ENGINEER
ASST TITLE INSTRUMENT SPECIALIST
ASSISTANT TRANSIT ANALYST,PW
ASST TREASURER & TAX COLLECTOR(UC)
ASST WASTEWATER TREATMENT PLANT OPR
ASSOC AGRIC/WGHTS & MEAS INSPECTOR
ASSOCIATE ANALYST,CEO
ASSOC CHIEF FINANCIAL OFFICER,HS
ASSOCIATE CHIEF INFO SYSTEMS,HS
ASSOCIATE CIVIL ENGINEER
ASSOCIATE COUNTY COUNSEL
ASSOCIATE CURATOR
ASSOCIATE ELECTRICAL ENGINEER
ASSOCIATE HOSPITAL ADMINISTRATOR I
ASSOCIATE HOSPITAL ADMINISTRATOR II
ASSOCIATE MECHANICAL ENGINEER
01-MAR-25
01-OCT-24
01-MAR-25
01-MAR-25
01-MAR-25
01-MAR-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-MAR-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
N21
NMO
N41
N41
N41
N41
NMO
NMVO
NO
NMO
NMO
NMO
N21
NMO
N23
N23
NMVO
NMO
NMO
NMO
NMO
N23
NMO
NMO
N23
N23
NMO
NMO
NMO
NMO
NMVO
NMO
NMO
N2O
NO
NO
N23
NO
N35MO
N23
N23
NO
N3MO
NMO
NO
N23
N23
NO
RN03
77L
RN11
RN14
RN17
RN17
116L
95F
110G
100B
119C
119C
RN07
97D
R21
R21
77H
107L
119C
97E
99L
R14
97B
103E
R20
R20
105E
98F
103F
97D
86L
93K
96K
103L
104C
101D
R14
90D
F
97E
S15
S14
115A
101H
92L
115A
S10
S12
115A
8,515.16
3,469.73
10,786.75
11,786.97
12,879.94
12,879.94
9,974.64
5,574.64
8,393.82
6,321.73
10,609.73
10,609.73
9,583.89
5,856.64
3,444.91
7,814.91
10,609.73
5,871.18
6,290.64
5,827.55
6,908.36
7,293.36
6,047.55
6,925.45
5,856.64
4,421.18
5,333.00
5,784.64
7,401.91
7,063.09
6,527.55
4,844.00
6,198.45
9,471.00
7,347.64
5,203.27
9,471.00
9,471.00
12,746.12
4,667.64
16,146.40
17,643.61
19,279.65
19,279.65
13,442.18
7,719.45
10,715.18
8,518.27
14,298.09
14,298.09
14,345.87
7,892.64
29,279.29
29,279.29
4,761.09
10,531.27
14,298.09
7,912.18
8,476.36
17,648.16
7,853.55
9,310.00
27,236.58
27,236.59
9,828.45
8,149.45
9,333.00
7,892.64
6,122.09
7,185.91
7,795.82
8,949.18
9,015.91
8,331.91
17,648.16
6,183.09
4,551.22
8,352.55
18,971.86
17,648.16
12,089.00
8,883.73
7,010.91
12,089.00
13,214.85
15,271.00
12,089.00
ITEM
NO CLASSIFICATION
EFFECTIVE
DATE NOTE
SCHEDULE
LEVEL
RANGE
MINIMUM
RANGE
MAXIMUM/
CONTROL
BARGAIN
UNIT
----- ------------------------------------ ----------- ----- -------- ---------- ---------- ------- 311
111
999
999
999
999
999
112
703
999
999
999
311
131
996
996
111
221
999
999
999
996
999
432
996
996
999
999
999
999
112
122
122
501
511
511
996
401
821
999
996
996
501
999
121
501
996
996
501
CLICK ON THE LINKS BELOW FOR
- ELECTED OFFICIALS SALARIES
- DEPARTMENT HEAD SALARIES
AS OF AUGUST 1, 2025
Approved base salary rates. Step or range advancement and eligibility for range maximum are as provided in the applicable MOU, Notes, and item sub title.
*
9203
3584
8793
9284
9285
9286
9287
2766
6550
6547
5894
5896
5899
5893
0728
1557
1555
1551
1552
6043
6045
6040
4878
4879
0208
0379
0378
8706
8707
1190
0312
3573
5540
4979
4982
1098
6615
7461
7465
0293
6160
6213
6204
4721
6617
6611
6819
6679
6680
ASSOCIATE STAFF COUNSEL,LACERA
ASSOCIATE STRUCTURAL ENGINEER
ATHLETIC PROGRAM COORD,PROBATION
ATTORNEY I,CHILD SUPPORT SERVS
ATTORNEY II,CHILD SUPPORT SERVS
ATTORNEY III,CHILD SUPPORT SERVS
ATTORNEY IV,CHILD SUPPORT SERVS
AUDIO SPECIALIST,DISTRICT ATTORNEY
AUDIO,VIDEO,& SEC SYST TECH SUPVR
AUDIO,VIDEO,& SEC SYST TECHNICIAN
AUDIOLOGIST I
AUDIOLOGIST II
AUDIOLOGY CHIEF
AUDIOLOGY CLINICAL FELLOW
AUDITOR-CONTROLLER
AUTO FNGRPRNT ID SYS OPNS MGR,SHER
AUTO FINGERPRINT IDENT SYS OPNS SUP
AUTO FINGERPRINT IDENT SYS TECH I
AUTO FINGERPRINT IDENT SYS TECH II
AUTOMOTIVE EQUIPMENT COORDINATOR
AUTOMOTIVE EQUIPMENT INSPECTOR
AUTOMOTIVE MAINTENANCE ASSISTANT
AUTOPSY TECHNICIAN
AUTOPSY TECHNICIAN-PHOTOGRAPHER
BATTALION CHIEF(56 HOURS)
BEACH MAINTENANCE DISTRICT MANAGER
BEACH MAINTENANCE SUPERVISOR
BEHAVIORAL SCIENCES CONSULTANT
BEHAVIORAL SCIENCES CONSULTANT
BILLING SUPERVISOR
BIOLOGIST
BIOMEDICAL ENGINEER
BIOMEDICAL EQUIPMENT TECHNICIAN
BLOOD GAS LABORATORY TECHNICIAN I
BLOOD GAS LABORATORY TECHNICIAN II
BOARD SPECIALIST
BOATYARD SUPERVISOR
BODY & FENDER MECHANIC
BODY & FENDER MECHANIC WKG SUPVR
BOTANICAL INFORMATION CONSULTANT
BRICKLAYER
BRIDGE MAINTENANCE SUPERVISOR
BRIDGE MAINTENANCE WORKER
BUDGET OFFICER,MENTAL HEALTH
BLDG & EQUIPMENT MAINT SUPVR,AVRC
BLDG & EQUIPMENT MAINT WORKER,AVRC
BUILDING COMPLEX MANAGER II
BUILDING CRAFTS SUPERINTENDENT I
BUILDING CRAFTS SUPERINTENDENT II
01-JAN-25
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-JUL-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
01-OCT-24
N23
NO
NMO
N34MO
NMXO
NMWO
NMXO
NO
NMO
NMO
NMO
N2MO
N23
NMO
NMO
NMO
NMO
NMO
NMO
NMO
N3MO
N3WO
NMO
NMO
N2MO
NMO
NMO
NO
NMO
NMO
NMO
N36MO
N3MO
NMO
NMO
NO
NO
NMO
NMO
NMO
LS8
117A
99L
101H
113A
122A
126C
116E
F
F
106F
112J
116J
98J
R20
102A
94H
90H
92H
101C
F
78A
82H
86G
126B
105K
94A
103G
FS
102D
94L
112L
91J
79H
83H
79E
99H
F
F
86G
F
F
F
119H
97B
93B
98D
116A
119C
9,999.00
6,290.64
6,592.27
8,971.00
11,451.00
12,826.82
9,828.45
7,512.73
8,905.55
9,925.91
6,431.82
6,657.00
5,452.55
4,892.00
5,165.09
6,511.36
3,478.00
3,938.82
4,880.00
14,262.55
7,383.82
5,359.00
7,329.55
6,706.91
5,492.64
8,949.18
5,038.91
3,634.09
4,046.36
3,807.09
6,959.64
4,377.91
10,741.55
5,827.55
5,229.00
6,017.73
9,731.00
10,609.73
11,290.28
12,763.00
8,476.36
8,883.73
13,475.00
16,293.00
19,267.82
12,545.36
10,267.46
8,928.20
10,124.00
12,000.91
13,376.55
8,209.73
8,971.00
7,347.64
6,592.27
6,959.64
8,774.64
6,936.87
4,679.00
5,307.00
5,900.27
17,244.00
9,950.27
7,221.00
9,356.00
210.17
9,038.36
7,401.91
11,423.18
6,790.09
4,892.00
5,452.55
5,126.91
8,414.45
7,111.39
7,635.47
5,900.27
7,911.22
9,448.39
7,558.68
14,475.82
7,438.55
6,673.64
8,109.27
13,114.00
14,298.09
ITEM
NO CLASSIFICATION
EFFECTIVE
DATE NOTE
SCHEDULE
LEVEL
RANGE
MINIMUM
RANGE
MAXIMUM/
CONTROL
BARGAIN
UNIT
----- ------------------------------------ ----------- ----- -------- ---------- ---------- ------- 991
501
999
802
802
802
802
999
412
411
341
341
342
341
997
999
122
121
121
432
421
2 221
221
995
999
432
341
341
999
121
501
221
221
221
999
999
421
432
121
411
412
411
999
412
411
999
999
999
CLICK ON THE LINKS BELOW FOR
- ELECTED OFFICIALS SALARIES
- DEPARTMENT HEAD SALARIES