Agenda packet — Lake Forest City Council, November 7, 2023 (part 4 of 4)

After each audit, Contractor shall geocode the results of the lid-flipping audit to associate the observed contamination rate with the address of the customer using GIS software.

Geocoded data from the audits shall be plotted on a map with all previous results to show cumulative data from the lid flipping audits. Color -coded symbology shall be used to reflect levels of contamination found during lid -flipping audit such that high -levels of contamination (25%+) are shown as red and low levels of contamination (less than 5%) are shown as green ‘dots’ on the map. The geocoded data will be used to identify which neighborhoods have been audited, where high levels of contamination are found, and can be used to determine which neighborhoods need additional outreach and education as well as to determine which neighborhoods will be targeted for future contamination audits.

Contractor shall include a link to the geocoded data with its report submittals to the City.

If the audit data shows that, during Phase 1 ( July 1, 202 5 – December 31, 202 7 as described in Article 10), the observed Contamination levels, by volume, for any stream (MSW, Recyclable Materials, and/or Food Scraps/ Yard Trimmings ) exceed 25%, Contractor shall submit an action plan to reduce Contamination as part of its report. If the audit data shows that, after January 1, 2027 and for the remainder of the Agreement Term, that the observed Contamination levels, by volume , for any stream exceed 15%, Contractor shall submit an action plan to reduce Contamination as part of its report. The Contamination Reduction Action Plans submitted by C ontractor shall include a detailed plan to reduce Contamination for the neighborhoods where high levels of Contamination were observed during the audits. The plan may include presentations at neighborhood association meetings, door -to-door canvassing by Recycling Coordinators, the Item: 14
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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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distribution of written materials to all households on the route where high levels of contamination were encountered, targeted social media posts, etc.

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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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2b. Commercial/Multi-family On-site Field Carts and Bins Contamination Audits

The following methodology shall be used to conduct on-site field Contamination audits of the following Commercial and Multi-Family programs:

• Single-Stream Recyclables
• Source separated Food Scraps
• MSW

Purpose: To quantify the volume of Divertible materials (i.e. Recyclable Materials, Yard Trimmings and Food Scraps) in Commercial MSW Containers to measure the efficacy of Source-Separated Recycling and Food Scrap Collection programs; and the data gathered from the on-site field Container Contamination audits will help the City to determine the following:

1) If there are Divertible materials still being deposited in the MSW Bins/Carts after a Single Stream Recycling program and a Food Scrap Collection program have been implemented.
2) The levels of Contamination in Single -Stream Recycling and Food Scrap Collection Bins as well as in MSW Bins/Carts.
3) The types, weights, volumes, and densities of materials being placed into the MSW Bin/Cart after a Single Stream and/or Single Material Recycling program and a Food Scrap Collection program have been implemented.
4) Identify specific Customers where additional outreach, education and training is needed.

Timing: On-site field Contamination audits shall be conducted on an on-going basis and incorporated into the Recycling Coordinators’ daily site work so that annually all Commercial and Multi -Family Customers in the City will receive at least one (1) field Contamination audits of all of the above -listed components. Audits shall commence in July 2025 and continue throughout the Term.

Methodology: Using a field data sheet collaboratively developed and approved of by the City, Contractor shall note the following attributes for all Bins and/or Carts present at each Customer:

• Capacity utilization (i.e. Bin/Cart percent full by volume) • Percentage, by volume, of Recyclable Materials and Food Scraps found in each Bin/Cart
• Percentage, by volume, of MSW found in the Single Stream Recyclables and/or Food Scrap and/or Yard Trimmings Bin/Cart(s)
• Percentage, by volume, of Divertible Food Scraps and of Recyclable Materials found in the MSW Bin/Cart (percentage of each material) • Percent fullness of each Bin/Cart associated with the account Item: 14
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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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• Serial numbers or bar code numbers on the Bins/Carts
• Weight of a minimum of five percent (5%) of the Food Scrap Carts audited • Date of site visit
• Photo number(s)
• Discrepancies between field inventories and account service database (i.e. what equipment the Customer has compared to what that Customer is being billed for) • Any other notable observations.

The on-site field Contamination audits shall be conducted as close as possible to the regular Collection day and time for the Bins/Carts to obtain an accurate assessment of the Bin/Cart contents at the time of routine Collection. All field observations shall be photo- documented and photo numbers tracked on the field data collection sheet.

Reporting: Contamination field audit data shall be tracked in the City’s Customer Relationship Management (CRM) system and/or Red/Green Listing . Annually, in April, (beginning April 2026) the Contractor shall submit a summary report with all year-to-date data aggregated and analyzed. Key metrics in the report shall include:

• Average Bin/Cart capacity utilization by stream and component • Average Contamination percentage levels, by volume, by stream, by component and by Contamination types
• Material densities by stream and by component, accounting for capacity utilization
• Any disparities between field observations and service discrepancies • Photos and descriptions of common Contaminants encountered • If Contamination exceeds ten percent (10%) by component, an action plan to reduce Contamination
• Actions taken to reduce Contamination during the reporting period • Other notable data

After each audit, Contractor shall geocode the results of the lid-flipping audit to associate the observed contamination rate with the address of the customer using GIS software.

Geocoded data from the audits shall be plotted on a map with all previous results to show cumulative data from the lid flipping audits. Color -coded symbology shall be used to reflect levels of contamination found during lid -flipping audit such that high -levels of contamination (25%+) are shown as red and low levels of contamination (less than 5%) are shown as green ‘dots’ on the map. The geocoded data will be used to identify where high levels of contamination are found and can be used to determine which parts of the City need additional outreach and education. Contractor shall incl ude a link to the geocoded data with its report submittals to the City.

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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 28 of 44

3. Assessment of Phase 1 and Phase 2 Performance Metrics

To determine whether Contractor has earned the Phase 1 and /or Phase 2 Extension Incentive(s) described in Article 10 of the Agreement, the City will utilize the assessments described below. A summary of the timing of Phase 1 and 2 are included below.

Phase 1 timing: As described in Article 10 of the Agreement, the Phase 1 implementation period will be between July 1, 2025 and December 31, 2027. The Phase 1 evaluation period will be between January 1, 2028 and June 30, 202 8. The Contractor shall be notified of the Contamination level achieved during Phase 1 , and whether or not Contractor earned the 1-year extension, on or before July 1, 2028.

Maximum Levels of Contamination - Phase 1 Interim: As described in Article 10.02.B.1 of the Agreement, between July 1, 2026 and December 31, 2027, Residential, Commercial and Multi-family contamination levels for Recyclable Materials, Source -separated Food Scraps, and MSW shall be maintained at or below 30%. The City will evaluate attainment of these maximum levels of contamination between July 1 – September 30, 2026 and July 1 – September 30, 2027.

Phase 2 timing: As described in Article 10 of the Agreement, the Phase 2 period will be from January 1, 202 8 through June 30, 20 30. The Phase 2 evaluation period will be between July 1, 2030 and December 31, 2030. The Contractor shall be notified o f the Contamination level achieved during Phase 2, and whether or not Contractor earned the 1-year extension, on or before January 1, 2031.

Maximum Levels of Contamination - Phase 2 Interim: As described in Article 10.02.B.2 of the Agreement, between January 1, 2029 and thereafter, Residential, Commercial and Multi-family contamination levels for Recyclable Materials, Source -separated Food Scraps, and MSW shall be maintained at or below 20%. The City will evaluate attainment of these maximum levels of contamination between January 1 – March 31, 2029 and each January 1 – March 31 thereafter.

3.a. Assessment of Phase 1 Performance Metrics

1. Achievement of Phase 1 Contamination Caps

a. During calendar year 2027, using the protocols included in Subparts 1a, 1b and 1c of this Attachment N, the Contractor will conduct regular, recurring weight-based characterization studies of the following materials streams to determine the level of Contamination and whether Contractor has met the Contamination caps required for the Phase 1 Extension Incentive . The characterizations shall be conducted by Contractor during calendar year 2027, as normally scheduled per this Attachment N . The Phase 1 Item: 14
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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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Contamination caps (maximum allowed Contamination by weight ) are included below for each stream:

1. Residential
a. Recyclable Materials Phase 1 Contamination
Maximum: 25%
b. MSW Phase 1 Contamination Maximum: 2 5%. (Note:

The 25% Contamination Maximum includes the
combined weight of Recyclable Materials , Yard
Trimmings and Food Scraps found in MSW)
c. Co-Collected Food Scraps/Yard Trimmings Phase 1
Contamination Maximum: 25%

2. Commercial/Multi-family
a. Recyclable Materials Phase 1 Contamination
Maximum: 25%
b. MSW Phase 1 Contamination Maximum: 25%. (Note:

The 25% Contamination Maximum includes the
combined weight of Recyclable Materials, Yard
Trimmings and Food Scraps found in MSW)
c. Source-separated Food Scraps Phase 1
Contamination Maximum: 25%

b. The City , or its representative , will be present for these characterization studies to verify that the Contractor has properly conducted the characterization stud ies, and to observe the calculations, weighing of materials and the results of the characterization . Contractor shall provide no less than 30 -days advance notice to the City of the dates for each characterization. Contractor shall submit the results of the 2027 characterizations on a quarterly basis as described in Section 1 of this Attachment N. On or before December 31, 2027, Contractor shall submit the aggregated results of the six characterizations conducted on the three Residential streams in 202 7 and the aggregated results of the six characterizations conducted on the three Commercial/multi -family streams in 2027 showing the total annual composite Contamination levels for each stream. Refer to Exhibit N.6 for the protocol for calculating the composite Contamination levels. City will notify Contractor of its decision about which Contamination caps have been achieved and which, if any, have not been met, on or before June 30, 2028.
c. If Contractor has failed to meet any of the Contamination caps required to earn the Phase 1 Extension Incentive , the following process shall be followed. For any stream (MSW, Recyclable Materials and/or Co-Collected Food Scraps/ Yard Trimmings ) where the characterization study showed that the Contamination cap was exceeded, t he Contract or may, at Contractor’s sole expense, conduct one (1) additional characterization study for each of the failed streams on or after January 1, 2028. The City or its representative shall be notified by Contractor no less than 30 calendar Item: 14
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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 30 of 44
days in advance of the date(s) when each additional characterization is scheduled so City representatives or staff can be present to verify that the Contractor has properly conducted the additional characterization study(ies), and to observe the calculations, weighing of materials and the results of the characterization. The results of the additional characterization shall be averaged with the 2 regularly -scheduled characterizations of the same material stream to calculate a composite Contamination percentage that includes the results of all three characterizations for the specific stream (i.e. MSW, Recyclable Materials, or Co -collected Food Scraps/ Yard Trimmings). Refer to Ex hibit N.6 for the protocol for calculating the composite Contamination levels. All subsequent, additional characterization studies for those streams(s) exceeding the Contamination cap(s) must be completed on or before March 31, 2028, and the results submitted to the City on or before May 1 , 202 8. Example: The Contractor completed its characterization of the Recyclable Materials (or Co -collected Food Scraps/Yard Trimmings or MSW) for Calendar Year 202 7 and found a Contamination rate in excess of 25% for one or more of the streams. The Contractor could conduct one (1) additional characterization study of each of the stream(s) that exceeded the 25% contamination cap on or before March 31, 2028 and submit the results to the City on or before May 1, 2028.

3.b. Assessment of Phase 1 Interim Maximum Level of Container Contamination

a. During Contract Year 2 (July 1, 2026 – June 30, 2027), using the protocols included in Subparts 1a, 1b and 1c of this Attachment N, the Contractor will conduct regular, recurring weight-based characterization studies of the following materials streams to determine the level of Contamination and whether Contractor has exceeded the Maximum Levels of Contamination for the Phase 1 Interim Period. The characterizations shall be conducted by Contractor during Contract Year 2 (2026/27), as normally scheduled per this Attachment N. The Phase 1 Interim Period Maximum Levels of Contamination (maximum allowed Contamination by weight) are included below for each stream:

1. Residential
a. Maximum Levels of Contamination – Phase 1 Interim
Period – Recyclables: 30%
b. Maximum Levels of Contamination – Phase 1 Interim
Period – MSW: 30%. (Note: The 30% Contamination
Maximum includes the combined weight of Recyclable
Materials, Yard Trimmings and Food Scraps found in
MSW)
c. Maximum Levels of Contamination – Phase 1 Interim
Period - Co-Collected Food Scraps/ Yard Trimmings :
30%

2. Commercial/Multi-family
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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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a. Maximum Levels of Contamination – Phase 1 Interim
Period – Recyclables: 30%
b. Maximum Levels of Contamination – Phase 1 Interim
Period – MSW: 30%. (Note: The 30% Contamination
Maximum includes the combined weight of Recyclable
Materials, Yard Trimmings and Food Scraps found in
MSW)
c. Maximum Levels of Contamination – Phase 1 Interim
Period - Source-separated Food Scraps: 30%

b. The City, or its representative, may be present for these characterization studies to verify that the Contractor has properly conducted the characterization studies, and to observe the calculations, weighing of materials and the results of the characterization. Contractor shall provide no le ss than 30 -days advance notice to the City of the dates for each characterization. Contractor shall submit the results of the Contract Year 2 (2026/2027) characterizations on a quarterly basis as described in Section 1 of this Attachment N. On or before June 30, 2027, Contractor shall submit the aggregated results of the six characterizations conducted on the three Residential streams in Contract Year 2 ( 2026/2027) and the aggregated results of the six characterizations conducted on the three Commercial/multi-family streams in Contract Year 2 (2026/ 2027) showing the total annual composite Contamination levels for each stream. Refer to Exhibit N.6 for the protocol for calculating the composite Contamination levels. City will notify Contractor of its decision about which Contamination caps have been achieved and which, if any, have not been met, on or before September 30, 2027 for Contract Year 2 (2026/27).
c. If Contractor has exceeded any of the Phase 1 Interim Period Maximum Levels of Container Contamination, the following process shall be followed.

For any stream (MSW, Recyclable Materials and/or Co -Collected Food Scraps/Yard Trimmings) where the characterization study showed that the Phase 1 Interim Maximum Contamination cap of 30% was exceeded, the Contractor may, at Contractor’s sole expense, conduct one (1) additional characterization study for each of the failed streams on or after November 15, 2027. The City or its representative shall be notified by Contractor no less than 30 calendar days in advance of the date(s) when each additional characterization is scheduled so City representatives or staff can be present to verify that the Contractor has properl y conducted the additional characterization study(ies), and to observe the calculations, weighing of materials and the results of the characterization. The results of the additional characterization shall be averaged with the 2 regularly-scheduled characterizations of the same material stream to calculate a composite Contamination percentage that includes the results of all three characterizations for the specific stream (i.e. MSW, Recyclable Materials, or Co-collected Food Scraps/Yard Trimmings). Refer to Exhibit N.6 for the Item: 14
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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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protocol for calculating the composite Contamination levels. All subsequent, additional characterization studies for those streams(s) exceeding the Phase 1 Interim Maximum Contamination cap(s) of 30% must be completed on or before November 15, 2027, and the results submitted to the City on or before December 1, 2027.
ii. Example: The Contractor completed its characterization of the Recyclable Materials (or Co-collected Food Scraps/Yard Trimmings or MSW) for Contract Year 2 (2026/27) and found a Contamination rate in excess of 30% for one or more of the streams. The Contractor could conduct one (1) additional characterization study of each of the stream(s) that exceeded the 30% contamination cap on or before November 15, 2027 and submit the results to the City on or before December 1, 2027.

3.c. Assessment of Phase 2 Performance Metrics

a. During Agreement year 2029/2030 (July 1, 202 9 – June 30, 20 30), using the protocols included in Subparts 1a, 1b and 1c of this Attachment N, the Contractor shall conduct regular recurring weight-based characterization studies of the following material streams to determine the level of Contamination and whether Contractor has met the Contamination caps required for the Phase 2 Extension Incentive. The characterizations shall be conducted by Contractor during Agreement year 2029-30, as normally scheduled per this Attachment N. The Phase 2 Contamination caps (maximum allowed Contamination by weight) are included below for each stream:

1. Residential
a. Recyclable Materials Phase 2 Contamination
Maximum: 15%
b. MSW Phase 2 Contamination Maximum: 15%. (Note:

The 25% Contamination Maximum includes the
combined weight of Recyclable Materials, Yard
Trimmings and Food Scraps found in MSW)
c. Co-Collected Food Scraps/ Yard Trimmings Phase 2
Contamination Maximum: 15%

2. Commercial/Multi-family
a. Recyclable Materials Phase 2 Contamination
Maximum: 15%
b. MSW Phase 2 Contamination Maximum: 15%. (Note:

The 25% Contamination Maximum includes the
combined weight of Recyclable Materials, Yard
Trimmings and Food Scraps found in MSW)
c. Source-separated Food Scraps Phase 2
Contamination Maximum: 15%
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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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b. The City , or its representative , will be present for these characterization studies to verify that the Contractor has properly conducted the characterization study(ies), and to observe the calculations, weighing of materials and the results of the characterization . Contractor shall provide no less than 30 calendar days advance notice to the City of when each characterization is scheduled. Contractor shall submit the results of the Agreement Year 2029-30 characterizations on a quarterly basis as described in Section 1 of this Attachment N. On or before June 30, 2030, Contractor shall submit the aggregated results of the six characterizations conducted on the three Residential streams during Agreement Year 2029- 30 and the aggregated results of the six characterizations conducted on the three Commercial/multi-family streams in Agreement Year 202 9-30 showing the total composite contamination levels for each stream. Refer to Exhibit N.6 for the protocol for ca lculating the composite contamination levels. City will notify Contractor of its decision about which Contamination caps have been achieved and which, if any, have not been met, on or before December 31, 2030.
c. If Contractor has failed to meet the any of the Contamination caps required to earn the Phase 2 Extension Incentive the following process shall be followed. For any stream where the characterization study showed that the Contamination cap was exceeded, the Contractor may, at Contractor’s sole expense, conduct one (1) additional characterization study for each of the failed streams. The City or its representative shall be notified by Contractor no less than 30 calendar days in advance of the date(s) when each additional characterization is scheduled so City representatives or staff can be present to ve rify that the Contractor has properly conducted the additional characterization study(ies), and to observe the calculations, weighing of materials and the results of the characterization. The results of the additional characterization shall be averaged with the results of the 2 regularly-scheduled characterizations for the same stream, to calculate a composite Contamination percentage that includes the results of all three characterizations for the specific stream (i.e. MSW, Recyclable Materials, or Co-collected Food Scraps/Yard Trimmings). Refer to Exhibit N.6 for the protocol for calculating the composite Contamination levels when using a supplemental characterization study. All subsequent characterization studies for those stream(s) exceeding the Contamination cap(s) must be completed on or before October 1, 2030 and the results submitted to City on or before November 1, 20 30. Example: The Contractor completed its characterization of the Recyclable Materi als (or Co -collected Food Scraps/Yard Trimmings or MSW) for Agreement Year 2029-30 and found a Contamination rate in excess of 15% for one or more of the streams . The Contractor could conduct one (1) additional characterization study of each of the stream(s) that exceeded the 15% contamination cap on or before September 30, 2030 and submit the results on or before November 1, 2030.

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and Periodic Onsite Field Cart Contamination Audit Protocols

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3.d. Assessment of Phase 2 Interim Maximum Level of Container Contamination

a. During Contract Year 6 (July 1, 2030 – June 30, 2031), and each year thereafter, using the protocols included in Subparts 1a, 1b and 1c of this Attachment N, the Contractor will conduct regular, recurring weight-based characterization studies of the following materials streams to determine the level of Contamination and whether Contractor has exceeded the Maximum Levels of Contamination for the Phase 2 Interim Period. The characterizations shall be conducted by Contractor during each Contract Year, as normally scheduled per this Attachment N. The Phase 2 Interim Period Maximum Levels of Contamination (maximum allowed Contamination by weight) are included below for each stream:

1. Residential
a. Maximum Levels of Contamination – Phase 2 Interim
Period – Recyclables: 20%
b. Maximum Levels of Contamination – Phase 2 Interim
Period – MSW: 20%. (Note: The 20% Contamination
Maximum includes the combined weight of Recyclable
Materials, Yard Trimmings and Food Scraps found in
MSW)
c. Maximum Levels of Contamination – Phase 2 Interim
Period - Co-Collected Food Scraps/ Yard Trimmings :
20%

2. Commercial/Multi-family
a. Maximum Levels of Contamination – Phase 2 Interim
Period – Recyclables: 20%
b. Maximum Levels of Contamination – Phase 2 Interim
Period – MSW: 20%. (Note: The 20% Contamination
Maximum includes the combined weight of Recyclable
Materials, Yard Trimmings and Food Scraps found in
MSW)
c. Maximum Levels of Contamination – Phase 2 Interim
Period - Source-separated Food Scraps: 20%

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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the previous Contract Year showing the total annual composite Contamination levels for each stream. Refer to Exhibit N.6 for the protocol for calculating the composite Contamination levels. City will notify Contractor of its decision about which Contamination caps have been achieved and which, if any, have not been met, on or before October 1 , 20 31 beginning with Contract Year 6 (2030/31) and each October 1 thereafter .
c. If Contractor has exceeded any of the Phase 2 Interim Period Maximum Levels of Container Contamination, the following process shall be followed. For any stream (MSW, Recyclable Materials and/or Co -Collected Food Scraps/ Yard Trimmings) where the characterization study showed that the Phase 1 Interim Maximum Contamination cap of 20% was exceeded, the Contractor may, at Contractor’s sole expense, conduct one (1) additional characterization study for each of the failed streams on or after November 15, 2031 and each November 15 thererafter . The City or its representative shall be notified by Contractor no less than 30 calendar days in advance of the date(s) when each additional characterization is scheduled so City representatives or staff can be present to verify that the Contractor has pr operly conducted the additional characterization study(ies), and to observe the calculations, weighing of materials and the results of the characterization. The results of the additional characterization shall be averaged with t he 2 regularly -scheduled characterizations of the same material stream to calculate a composite Contamination percentage that includes the results of all three characterizations for the specific stream (i.e. MSW, Recyclable Materials, or Co-collected Food Scraps/Yard Trimmings ). Refer to Exhibit N.6 for the protocol for calculating the composite Contamination levels. All subsequent, additional characterization studies for those streams(s) exceeding the Phase 2 Interim Maximum Contamination cap(s) of 30% must be completed on or before November 15, 2031, and November 15th of each year thereafter, and the results submitted to the City on or before December 1, 2031, and December 1 of each year thereafter.
iii. Example: The Contractor completed its characterization of the Recyclable Materials (or Co-collected Food Scraps/Yard Trimmings or MSW) for Contract Year 6 (2030/31) and found a Contamination rate in excess of 20% for one or more of the streams. The Contractor could conduct one (1) additional characterization study of each of the stream(s) that exceeded the 20% contamination cap on or before November 15, 2031 and submit the results to the City on or before December 1, 2031.
d.

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Section 4. City’s Process for Evaluation of Contractor’s Attainment of Minimum Level of Program Implementation
Standards

For purposes of the minimum level of program implementation standards described in Article 10 of the Agreement, Contractor will be required to have SB 1383 -compliant Diversion programs at 95% or more of all Commercial and Multi-family Premises by June 30, 202 6 and annually thereafter. The City will evaluate Contractor’s performance to determine whether or not the minimum level of Diversion program implementation has been achieved during the time periods set forth in Article 10.02.A.1. To evaluate Contractor’s performance, th e City will review the Red/Green Tracking Spreadsheet and/or CRM System, time and work logs of the Sustainability Coordinator, all the Monthly, Quarterly, and Annual Reports, listed in Attachment K, submitted by Contractor up to and including the Monthly Report for June 202 6. The City, at its sole discretion, may also conduct site visits at Customers’ Premises to determine whether Contractor has achieved the minimum required Diversion program implementation. The site surveys will determine whether the required SB 1383 program(s) is/are in place, and whether the Customer is fully participating in the program(s). In order for a Customer’s program to be found to be “fully implemented”, Contractor must have completed all steps for program implementation listed in Section 3.7 of Attachment B to the satisfaction of City. Data gathered at each site by the City may include:

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Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

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Exhibit N-1: Schedule of Characterization Studies to be Conducted During the Term of the Agreement
Agreement
Year*→ YR 1 YR 2 YR 3*** YR 4 YR 5*** YR 6 YR 7 YR 8 YR 9** YR 10** 7/1/25 –
6/30/26
7/1/26 –
6/30/27
7/1/27 –
6/30/28
7/1/28 –
6/30/29
7/1/29 –
6/30/30
7/1/30 –
6/30/31
7/1/31 –
6/30/32
7/1/32 –
6/30/33
7/1/33 –
6/30/34
7/1/34 –
6/30/35

RESIDENTIAL
SS
RECYC
Q3 2025
(HI), Q1
2026(LO)
Q2 2027
(HI), Q1
2027 (LO)
Q3 2027
(HI), Q1
2028(LO)
Q2 2029
(HI), Q4
2028 (LO)
Q2 2030
(HI), Q1
2030
(LO)
Q2 2031
(HI), Q4
2030(LO)
Q3 2031
(HI), Q1
2032 (LO)
Q2 2033
(HI), Q4
2032
(LO)
Q3 2033
(LO), Q1
2034
(HI)
Q2 2035
(HI), Q4
2034 (LO)
YT/FS
Q3 2025
(HI), Q4
2025(LO)
Q2 2027
(HI), Q1
2027(LO)
Q3 2027
(HI), Q4
2027(LO)
Q2 2029
(HI), Q1
2029(LO)
Q2 2030
(HI), Q1
2030
(LO)
Q2 2031
(HI), Q1
2031
(LO)
Q3 2031
(HI), Q1
2032 (LO)
Q2 2033
(HI), Q4
2032
(LO)
Q3 2033
(LO), Q1
2034
(HI)
Q2 2035
(HI), Q4
2034 (LO)
MSW
Q4 2025
(LO), Q3
2025 (HI)
Q2 2027
(HI), Q1
2027 (LO)
Q4 2027
(LO), Q3
2027 (HI)
Q2 2029
(HI), Q4
2028 (LO)
Q2 2030
(HI), Q1
2030
(LO)
Q2 2031
(HI), Q4
2030
(LO)
Q3 2031
(HI), Q1
2032(LO)
Q2 2033
(HI), Q4
20232
(LO)
Q3 2033
(LO), Q1
2034
(HI)
Q2 2035
(HI), Q4
2034 (LO)

COMMERCIAL/MULTI-
FAMILY
SS
RECYC
Q1 2026
(LO), Q2
2026 (HI)
Q3 2026
(HI), Q4
2026 (LO)
Q3 2027
(LO), Q4
2027 (HI)
Q3 2028
(HI), Q4
2028 (LO)
Q1 2030
(LO), Q2
2030 (HI)
Q3 2030
(HI), Q4
2030
(LO)
Q1 2032
(LO), Q2
2032 (HI)
Q3 2032
(HI), Q4
2032
(LO)
Q1 2034
(LO), Q2
2034
(HI)
Q3 2034
(HI), Q4
2034 (LO)
FS
Q1 2026
(LO), Q2
2026 (HI)
Q3 2026
(HI), Q4
2026 (LO)
Q3 2027
(LO), Q4
2027 (HI)
Q3 2028
(HI), Q4
2028(LO)
Q1 2030
(LO), Q2
2030 (HI)
Q3 2031
(HI), Q4
2031
(LO)
Q1 2032
(LO), Q2
2032 (HI)
Q3 2032
(HI), Q4
2032
(LO)
Q1 2034
(LO), Q2
2034
(HI)
Q3 2034
(HI), Q4
2034(LO)
MSW
Q1 2026
(LO), Q2
2026 (HI)
Q3 2026
(HI), Q4
2026 (LO)
Q3 2027
(LO), Q4
2027 (HI)
Q3 2028
(HI), Q4
2028(LO)
Q1 2030
(LO), Q2
2030 (HI)
Q3 2030
(HI), Q4
2031
(LO)
Q1 2032
(LO), Q2
2032 (HI)
Q3 2032
(HI), Q4
2032
(LO)
Q1 2034
(LO), Q2
2034
(HI)
Q3 2034
(HI), Q4
2034 (LO)
PHASE 1 PHASE 2

Key
SS = Source-Separated Recyclable Materials
YT/FS = Co-collected Yard Trimmings and Food Scraps
MSW = Municipal Solid Waste
*The quarters referred to in this table follow the calendar year as follows:

Q1 = Jan 1 – March 31
Q2 = April 1 – June 30
Q3 = July 1 – September 30
Q4 = October 1 – December 31
**If Contractor earns either or both extensions of the Term described in Article 10 of the Agreement, the schedule for years 9 and/or 10 in the table above shall apply. ***Assessment of Phase 1 or Phase 2 contamination rate attainment will occur during these contract years and, as such, there will be variations in seasonality scheduling patterns for these Contract Years.

Item: 14
870

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 38 of 44
Exhibit N-2: Characterization Form for Recyclable Materials Being Delivered to Clean MRF

Item: 14
871

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 39 of 44
Exhibit N-3: Characterization Form for Co-Collected Food Scraps/Yard Trimmings and Source-Separated Food Scraps Being Delivered to Processing Facility

Item: 14
872

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 40 of 44
Exhibit N-4: Characterization Form for MSW

Item: 14
873

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 41 of 44
Exhibit N5 – Cart Contamination Minimization Audit Field Sheet

Item: 14
874

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 42 of 44
Exhibit N6 – Protocol to Calculate Composite Characterization Contamination Rate

Table N6.1: Form to be used to calculate composite characterization contamination rate:

Scenario 1: Example Phase 1 Contamination Cap Achieved

Table N6.2: Sample calculations for if Phase 1 contamination cap is achieved

* Note: The numbers in the sample calculations in this Attachment N are for example only and do not reflect the actual values of the sampling results.

Step 1. Enter weight (in lbs.) of Divertible materials from characterization #1 into Cell A1 and characterization #2 into Cell B1.

Step 2. Enter weight (in lbs.) of Contaminants from characterization #1 into Cell A2 and characterization #2 into Cell B2.

Step 3. Sum sample weight (in lbs.) of Divertible Materials (A1) and Contaminants (A2) from characterization #1 into Cell A3 and sum Divertible Materials (B1) and Contaminants (B2) from characterization #2 in Cell B3.

Step 4. Calculate Contamination rate in row 4 for each characterization by dividing the Contamination weight (A2 characterization #1 and B2 for characterization #2) by the Item: 14
875

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 43 of 44
total sample weight (A3 for characterization #1 and B3 for characterization #2). Enter calculated contamination rate into cell A4 for characterization #1 and B4 for characterization #2.

Step 5. Sum weight of Divertible Materials, Contaminants, and Total Sample Weight from characterizations #1 and #2 in column C. Add cell A1 plus cell B1 to calculate total weight of Divertible Materials from both characterizations and enter sum into cell C1.

Add cell A2 plus cell B2 to calculate total weight of Contaminants from both characterizations and enter sum into cell C2. Add cell A3 plus cell B3 to calculate Total Sample Weight from both characterizations and enter sum into cell C3.

Step 6. Calculate Total Composite Annual Characterization Percentage in cell C4.

Dividing the combined Contamination weight for characterization #1 and #2 in cell C2 by the total combined sample weights for characterization #1 and #2 in cell C3. Enter composite Contamination percentage into cell C4 for characterization #1 and #2. In the example provided above, no additional supplemental characterizations are needed as the Contractor’s Contamination percentage of 23% did not exceed the Phase 1 contamination cap of 25%. This calculation shall be done for all three streams (MSW, Recyclable Materials and Co-Collected Food Scraps/Yard Trimmings).

Scenario 2: Phase 1 Contamination Cap Achieved Using Supplemental Characterizations

Table N6.3: Sample calculations if Phase 1 contamination cap is NOT met but a supplemental characterization (Column D) is conducted and incorporated into the averages and the cap is achieved

* Note: The numbers in the sample calculations in this Attachment N are for example only and do not reflect the actual values of the sampling results.

Step 1. Repeat steps 1 - 6 above to calculate Total Composite Annual Contamination percentage in cell C4. If this amount exceeds the Contamination cap (in this case 25%), the Contractor may conduct one (1) supplemental characterization and enter the results into column D to calculate an updated Contamination percentage.

Item: 14
876

ATTACHMENT N
Characterizations of Divertible Materials and MSW
and Periodic Onsite Field Cart Contamination Audit Protocols

Attachment N Page 44 of 44
Step 2. Enter weight (in lbs.) of Divertible materials from supplemental characterization into cell D1 and enter weight (in lbs.) of Contaminants from supplemental characterization into cell D2.

Step 3. Sum sample weight (in lbs.) of Divertible Materials (D1) and Contaminants (D2) from supplemental characterization into Cell D3.

Step 4. Calculate Contamination percentage in cell D4 for supplemental characterization by dividing the Contamination weight (cell D2) by the total sample weight (cell D3). Enter calculated contamination percentage into cell D4 for supplemental characterization.

Step 5. Add weight of composite Divertible Materials from cell C1 to Divertible Materials from Supplemental Characterization in cell D1 and enter sum into cell E1. Add weight of composite Contaminants from cell C2 to Contaminants from Supplemental Characterization in cell D2 and enter sum into cell E2. Add weight of total sample from cell C3 to Total Sample Weight from Supplemental Characterization in cell D3 and enter sum into cell E3.

Step 6. Calculate Total Composite Annual Characterization with Supplemental Characterization in cell E4 by dividing the combined Contamination weight for all characterizations in cell E2 by the total combined sample weights for all characterizations in cell E3. Enter composite Contamination percentage into cell E4 for all characterizations. In the example provided above, with the supplemental characterization, the Contractor’s composite Contamination percentage of 23% did not exceed the Phase 1 Contamination cap of 25%. This calculation shall be done for all three streams to determine the Contamination percentage achieved for each stream (MSW, Recyclable Materials and Co-Collected Food Scraps/Yard Trimmings).

Item: 14
877

ATTACHMENT O

Description of Materials Recovery Processing Facility(ies) – Clean MRF (Including Letter Demonstrating Capacity and Ability to Receive Material)

(To be inserted from Proposal Form 15)
Item: 14
878

ATTACHMENT P

Description of Compost Processing Facility(ies) to be Used for Yard Trimmings and/or Food Scraps and/or Co-Collected Yard Trimmings and Food Scraps (Including Letter Demonstrating Capacity and Ability to Receive Material)

(To be inserted from Proposal Form 16)
Item: 14
879

ATTACHMENT Q

Description of Construction and Demolition Debris Processing Facility(ies) to be Used (Including Letter Demonstrating Capacity and Ability to Receive Material)

(To be inserted from Proposal Form 18)
Item: 14
880

ATTACHMENT R

Description of Anaerobic Digestion Processing Facility(ies) to Be Used for Yard Trimmings and/or Food Scraps and/or Co-Collected Yard Trimmings and Food Scraps (Including Letter Demonstrating Guaranteed Capacity and Ability to Receive Material)

(To be inserted from Proposal Form 14)
Item: 14
881

ATTACHMENT S

Description of Processing Facility(ies) – Bioengineered Feedstock (Include Letter Demonstrating Guaranteed Capacity and Ability to Receive Material)

(To be inserted from Proposal Form 17)
Item: 14
882

ATTACHMENT T-1
Listing of City-Sponsored Special Events – City of Lake Forest

Attachment T-1 Page 1 of 1

Summary of City-Sponsored Special Events - Lake Forest

Event Date City Rough Attendance
Movies in the Park 3 per year each Summer LF 350 each night Concerts in the Park 3 per year in the summer LF 2,500 each concert 4th of July Parade July 4 LF 10,000+
Sports Park
Tournaments
24 events per year (2-day tournaments,
24 weekends) LF 2,000+ per
tournament
Elf Yourself 5K Run November LF 3,000
Bunny Blast Easter LF 3,000
Summer Concert and Car
Show August LF 2,500
Spooktacular Event October LF 3,000
Snowfest January LF 2,500

Item: 14
883

ATTACHMENT T-2
Listing of City-Sponsored Special Events – Laguna Hills

Attachment T-2 Page 1 of 1

Summary of City-Sponsored Special Events – Laguna Hills

Event Date City Rough Attendance
4th of July Celebration July 4 LH 2,000+
Half Marathon 5K Memorial Day LH 2,000+
Movies in the Park Summer (4 per year) LH 2,000+
Heritage Day early October LH 2,000+
Concerts in the Park July - Sept (4 per year ) LH 2,000+ Holiday Event Series December LH 2,000+
Chamber of Commerce Car Show August LH 2,000+

Item: 14
884

ATTACHMENT U

HHW and Sharps Collection Program Details

(To be inserted from Proposal Form 31)
Item: 14
885

ATTACHMENT V

Bin Sensors to be Provided by Contractor

(To be inserted from Proposal Form 25)
Item: 14
886

ATTACHMENT W
Annual Adjustment for Change in City Regulatory Compliance Costs, Procurement Compliance Costs and Pavement Impact Costs

Attachment W Page 1 of 7

ADJUSTMENT FOR CHANGES IN CITY REGULATORY COMPLIANCE COSTS,

PROCUREMENT COMPLIANCE COSTS AND PAVEMENT IMPACT COSTS

Per Article 14, commencing July 1, 2026 the amount of the Regulatory Compliance Cost, SB 1383 Procurement Compliance Cost, and Pavement Impact Costs shall be adjusted by actual increases or decreases in these costs. The methodologies below demonstrate how these costs will be adjusted.

A. ADJUSTMENT FOR CHANGE IN REGULATORY COMPLIANCE COST (RCC) –

APPLIES ONLY WHEN RCC INCREASES OR DECREASES

Step 1: Calculate the delta between the old Regulatory Compliance Costs (RCC) and the new Regulatory Compliance Costs. For annual adjustments to the RCC, determine the annual change in the fee. Per Contract Section 14.07, the RCC may be increased or decreased based on the actual costs incurred by the City to comply with state regulations. The City will provide the adjusted Regulatory Compliance Cost to Contractor on or before March 1 of each year, beginning on March 1 , 2026. The adjusted RCC will reflect actual costs incurred by the City to comply with state regulations regarding solid waste and recycling.

The City, at its sole discretion, may adjust the RCC at any point during the year. In the event that the City adjusts the RCC outside of the annual rate adjustment process (i.e. on January 1 instead of July 1), the same calculation process as described below will apply.

Example assuming an increase in the RCC:

Old RCC = $500,000 per year
New RCC = $550,000 per year
Change in RCC = $50,000 per year

Example assuming a decrease in the RCC:

Old RCC = $500,000 per year
New RCC = $450,000 per year
Change in RCC = ($50,000) per year

Item: 14
887

ATTACHMENT W
Annual Adjustment for Change in City Regulatory Compliance Costs, Procurement Compliance Costs and Pavement Impact Costs

Attachment W Page 2 of 7

Step 2: Divide the change in the RCC fee by the old Regulatory Compliance Cost.

Example assuming an increase in the RCC:

Old Regulatory Compliance Cost = $500,000 per year
Annual change in the RCC = $50,000

Divide the $50,000 per year change in the RCC by
the current Regulatory Compliance Cost of $500,000
to determine the needed rate adjustment (10% in this
example)

Example assuming a decrease in the RCC:

Old Regulatory Compliance Cost = $500,000 per year
Annual change in the RCC = ($50,000)

Divide the ($50,000) per year change in the RCC by
the current Regulatory Compliance Cost of $500,000
to determine the needed rate adjustment (-10% in this
example)

Step 3: Apply the rate adjustment (increase or decrease) to the Regulatory Compliance Cost component of the rates.

Example assuming an increase in rates:

If the residential Regulatory Cost Compliance component, which was provided with the Contractor’s submittal of
Proposal Form 29 which became Attachment D to the
Contract, is $1/month for a residential recycling cart, multiply $1 by 1.1 to calculate the adjusted Regulatory Cost
Component of the residential recycling cart ($1.10/month).

If the Regulatory Compliance Cost component of a
commercial 3-yard MSW bin 1x/week is $10 per month,
multiply $10 by 1.1 to calculate the adjusted Regulatory Compliance Cost component ($11/month) of the commercial 3-yard MSW bin serviced 1x/week.

Item: 14
888

ATTACHMENT W
Annual Adjustment for Change in City Regulatory Compliance Costs, Procurement Compliance Costs and Pavement Impact Costs

Attachment W Page 3 of 7

Example assuming a decrease in rates:

If the Regulatory Compliance Cost component of the
residential rate is $1/month, multiply $1 by 0.9 to calculate the adjusted Regulatory Compliance Cost Component of the rate ($0.90/month).

If the Regulatory Compliance Cost component of a
commercial 3-yard MSW bin 1x/week is $10 per month,
multiply $10 by 0.9 to calculate the adjusted Regulatory Compliance Cost component of the rate ($9.00/month).

Item: 14
889

ATTACHMENT W
Annual Adjustment for Change in City Regulatory Compliance Costs, Procurement Compliance Costs and Pavement Impact Costs

Attachment W Page 4 of 7

B. ADJUSTMENT FOR CHANGE IN SB 1383 PROCUREMENT COMPLIANCE COST (PCC) – APPLIES ONLY WHEN PCC INCREASES OR DECREASES

Step 1: Calculate the delta between the old SB 1383 Procurement Compliance Costs (PCC) and the new SB 1383 Procurement Compliance Cost s. For annual adjustments to the PCC, determine the annual change in the fee.

Per Contract Section 14.08, the PCC may be increased or decreased based on the actual costs incurred by the City to comply with SB 1383 procurement requirements. The City will provide the adjusted Procurement Compliance Cost on or before March 1 of each year, beginning on March 1, 2026. The adjusted PCC will reflect actual costs incurred by the City to comply with SB 1383 procurement requirements.

The City, in its sole discretion, may adjust the PCC at any point during the year. In the event that the City adjusts the PCC outside of the annual rate adjustment process (i.e. on January 1 instead of July 1), the same calculation process as described below will apply.

Example assuming an increase in the PCC:

Old PCC = $500,000 per year
New PCC = $550,000 per year
Change in PCC = $50,000 per year

Example assuming a decrease in the PCC:

Old PCC = $500,000 per year
New PCC = $450,000 per year
Change in PCC = ($50,000) per year

Step 2: Divide the change in the PCC fee by the old Procurement Compliance Cost.

Example assuming an increase in the PCC:

Old Procurement Compliance Cost = $500,000 per
year
Annual change in the PCC = $50,000

Divide the $50,000 per year change in the PCC by the
current Procurement Compliance Cost of $500,000 to
determine the needed rate adjustment (10% in this
example)

Item: 14
890

ATTACHMENT W
Annual Adjustment for Change in City Regulatory Compliance Costs, Procurement Compliance Costs and Pavement Impact Costs

Attachment W Page 5 of 7

Example assuming a decrease in the PCC:

Old Procurement Compliance Cost = $500,000 per
year
Annual change in the PCC = ($50,000)

Divide the ($50,000) per year change in the PCC by
the current Procurement Compliance Cost of
$500,000 to determine the needed rate adjustment (-
10% in this example)

Step 3: Apply the rate adjustment (increase or decrease) to the Procurement Compliance Cost component of the rates.

Example assuming an increase in rates:

If the Procurement Compliance Cost component, which was provided with the Contractor’s submittal of Proposal Form 29 which became Attachment D to the Contract, is $1/month for a residential recycling cart, multiply $1 by 1.1 to calculate the adjusted Procurement Compliance Cost component of the
residential recycling cart ($1.10/month).

If the Procurement Compliance Cost component of a
commercial 3-yard MSW bin 1x/week is $10 per month,
multiply $10 by 1.1 to calculate the adjusted Procurement Compliance Cost component ($11/month) of the commercial 3-yard MSW bin serviced 1x/week.

Example assuming a decrease in rates:

If the Procurement Compliance Cost component of the
residential rate is $1/month, multiply $1 by 0.9 to calculate the adjusted Procurement Compliance Cost component of
the rate ($0.90/month).

If the Procurement Compliance Cost component of a
commercial 3-yard MSW bin 1x/week is $10 per month,
multiply $10 by 0.9 to calculate the adjusted Procurement Compliance Cost component of the rate ($9.00/month).

Complete the adjustment of the Procurement Compliance Cost component for all rates.

Item: 14
891

ATTACHMENT W
Annual Adjustment for Change in City Regulatory Compliance Costs, Procurement Compliance Costs and Pavement Impact Costs

Attachment W Page 6 of 7

C. ADJUSTMENT FOR CHANGE IN PAVEMENT IMPACT COST (PIC) – (APPLIES

ONLY WHEN PIC INCREASES OR DECREASES)

Step 1: Calculate the delta between the old Pavement Impact Costs (PIC) and the new Pavement Impact Costs. For annual adjustments to the PIC, determine the annual change in the costs. Per Contract Section 14.06, the PIC may be increased or decreased based on the actual costs of the damages inflicted on City streets by the Contractor’s collection vehicles. The City will provide the adjusted PIC to the Contractor on or before March 1 of each year, beginning on March 1, 2026. The adjusted PIC will reflect actual costs incurred by the City to repair damage inflicted by the Contractor’s collection vehicles on City streets.

The City, in its sole discretion, may adjust the PIC at any point during the year. In the event that the City adjusts the PIC outside of the annual rate adjustment process (i.e. on January 1 instead of July 1) , the same calculation process as described below will apply.

Example assuming an increase in the PIC:

Old PIC = $500,000 per year
New PIC = $550,000 per year
Change in PIC = $50,000 per year

Example assuming a decrease in the PIC:

Old PIC = $500,000 per year
New PIC = $450,000 per year
Change in PIC = ($50,000) per year

Step 2: Divide the change in the PIC fee by the old Pavement Impact Costs.

Example assuming an increase in the PIC:

Old Pavement Impact Costs = $500,000 per year
Annual change in the PIC = $50,000

Divide the $50,000 per year change in the PIC by the
current Pavement Impact Costs of $500,000 to
determine the needed rate adjustment (10% in this
example)

Item: 14
892

ATTACHMENT W
Annual Adjustment for Change in City Regulatory Compliance Costs, Procurement Compliance Costs and Pavement Impact Costs

Attachment W Page 7 of 7

Example assuming a decrease in the PIC:

Old Pavement Impact Costs = $500,000 per year
Annual change in the PIC = ($50,000)

Divide the ($50,000) per year change in the PIC by
the current Pavement Impact Costs of $500,000 to
determine the needed rate adjustment (-10% in this
example)

Step 3: Apply the rate adjustment (increase or decrease) to the Pavement Impact Costs component of the rates.

Example assuming an increase in rates:

If the Pavement Impact Costs component, which was
provided with the Contractor’s submittal of Proposal Form 29 which became Attachment D to the Contract, is $1/month for a residential recycling cart, multiply $1 by 1.1 to calculate the adjusted Pavement Impact Costs component of the
residential recycling cart ($1.10/month).

If the Pavement Impact Costs component of a commercial 3- yard MSW bin 1x/week is $10 per month, multiply $10 by 1.1 to calculate the adjusted Pavement Impact Costs component ($11/month) of the commercial 3-yard MSW bin serviced
1x/week.

Example assuming a decrease in rates:

If the Pavement Impact Costs component of the residential rate is $1/month, multiply $1 by 0.9 to calculate the adjusted Pavement Impact Costs component of the rate
($0.90/month).

If the Pavement Impact Costs component of a commercial 3- yard MSW bin 1x/week is $10 per month, multiply $10 by 0.9 to calculate the adjusted Pavement Impact Costs component of the rate ($9.00/month).

Complete the adjustment of the Pavement Impact Costs component for all rates.

Item: 14
893

ATTACHMENT X

Cross Jurisdictional Collection Routing Efficiencies

(To be inserted from Proposal Form 27)
Item: 14
894

ATTACHMENT Y

Contractor’s Proposal

(Contractor’s Proposal will be inserted as Attachment Y) Item: 14
895

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 1 of 10

LAKE FOREST GUARANTY
THIS GUARANTY (the "Guaranty") is given as of the ____ day of __________, 2024, by _________________ (hereafter "Guarantor"), to the CITY OF LAKE FOREST, a public agency (hereafter "the City").

THIS GUARANTY is made with reference to the following facts and circumstances:

A. _______________________ is a corporation organized under the laws of the State of ______________________ (“Contractor”). Guarantor is a ____________________________________________.

B. The City contemplates entering into an “Agreement for the Collection, Transportation, Processing and Diversion of Recyclable Materials, Food Scraps, Yard Trimmings, Wood, Construction and Demolition Debris and Other Materials and for the Collection, Transportation and Disposal of Municipal Solid Waste " ("Agreement") under which Contractor is to provide specified services to the City, its residents and businesses. A copy of this Agreement is attached hereto and incorporated herein by this reference.

C. It is a requirement of the Agreement, and a condition to the City's entering into the Agreement, that Guarantor guaranty Contractor's performance of the Agreement.

D. Guarantor is providing this Guaranty to induce the City to enter into the Agreement.

NOW, THEREFORE, in consideration of the foregoing, Guarantor agrees as follows:

1. Guaranty of the Agreement. Guarantor hereby irrevocably and unconditionally guarantees to the City the complete and timely performance, satisfaction and observation by Contractor of each and every term and condition of the Agreement, which Contractor is required to perform, satisfy or observe. In the event that Contractor fails to perform, satisfy or observe any of the terms and conditions of the Agreement, Guarantor will promptly and fully perform, satisfy or observe them in the place of the Contractor. Guarantor hereby guarantees payment to the City of any damages, costs or expenses, which might become recoverable by the City from Contractor due to its breach of the Agreement.

2. Guarantor's Obligations Are Absolute. The obligations of the Guarantor hereunder are direct, immediate, absolute, continuing, unconditional and unlimited, and with respect to any payment obligation of Contractor under the Agreement, shall constitute a guarantee of payment and not of collection, and are not conditional upon the genuineness, validity, regularity or enforceability of the Agreement.

Item: 14
896

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 2 of 10

3. Waivers. The Guarantor shall have no right to terminate this Guaranty or to be released, relieved, exonerated or discharged from its obligations under it for any reason whatsoever, including, without limitation: (1) the insolvency, bankruptcy, reorganization or cessation of existence of the Contractor; (2) any amendment, modification or waiver of any provision of the Agreement; (3) the actual or purported rejection by a trustee in bankruptcy of the Agreement, or any limitation on any claim in bankruptcy resulting from the actual or purported termination of the Agreement; (4) any waiver, extension, release or modification with respect to any of the obligations of the Agreement guaranteed hereunder or the impairment or suspension of any of the City's rights or remedies against Contractor; or (5) any merger or consolidation of the Contractor with any other corporation, or any sale, lease or transfer of any or all the assets of the Contractor. Without limiting the generality of the foregoing, Guarantor hereby waives the rights and benefits under California Civil Code Section 2819.

The Guarantor hereby waives any and all benefits and defenses under California Civil Code Sections 2845, 2849 and 2850, including, without limitation, the right to require the City to (a) proceed against Contractor, (b) proceed against or exhaust any security or collateral the City may hold now or hereafter hold, or (c) pursue any other right or remedy for Guarantor's benefit, and agrees that the City may proceed against Guarantor for the obligations guaranteed herein without taking any action against Contractor or any other guarantor or pledgor and without proceeding against or exhausting any security or collateral the City may hold now or hereafter hold. Guarantor agrees that the City may unqualifiedly exercise in its sole discretion any or all rights and remedies available to it against Contractor or any other guarantor or pledgor without impairing the City's rights and remedies in enforcing this Guarantee.

The Guarantor hereby waives and agrees to waive at any future time at the request of the City, to the extent now or then permitted by applicable law, any and all rights which the Guarantor may have or which at any time hereafter may be conferred upon it, by statute, regulation or otherwise, to avoid any of its obligations under, or to terminate, cancel, quit or surrender this Guaranty. Without limiting the generality of the foregoing, it is agreed that the occurrence of any one or more of the following shall not affect the liability of the Guarantor hereunder: (a) at any time or from time to time, without notice to the Guarantor, the time for Contractor's performance of or compliance with any of its obligations under the Agreement is extended, or such performance or compliance is waived; (b) the Agreement is modified or amended in any respect; (c) any other indemnification with respect to Contractor's obligations under the Agreement or any security therefore is released or exchanged in whole or in part or otherwise dealt with; or (d) any assignment of the Agreement is effected which does not require the City's approval.

The Guarantor hereby expressly waives diligence, presentment, demand for payment or performance, protest and all notices whatsoever, including, but not limited to, notices of non-payment or non-performance, notices of protest, notices of any breach or default, and notices of acceptance of this Guaranty. If all or any Item: 14
897

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 3 of 10
portion of the obligations guaranteed hereunder are paid or performed, Guarantor's obligations hereunder shall continue and remain in full force and effect in the event that all or any part of such payment or performance is avoided or recovered directly or indirectly from the City as a preference, fraudulent transfer or otherwise, irrespective of (a) any notice of revocation given by Guarantor or Contractor prior to such avoidance or recovery, and (b) payment in full of any obligations then outstanding.

4. Term. This Guaranty is not limited to any period of time, but shall continue in full force and effect until all of the terms and conditions of the Agreement have been fully performed by Contractor, and Guarantor shall remain fully responsible under this Guaranty without regard to the acceptance by the City of any performance bond or other collateral to assure the performance of Contractor's obligations under the Agreement. Guarantor shall not be released of its obligations hereunder so long as there is any claim by the City against Contractor arising out of the Agreement based on Contractor's failure to perform which has not been settled or discharged.

5. No Waivers by City. No delay on the part of the City in exercising any rights under this Guaranty or failure to exercise such rights shall operate as a waiver of such rights. No notice to or demand on Guarantor shall be a waiver of any obligation of Guarantor or right of the City to take other or further action without notice or demand. No modification or waiver by City of any of the provisions of this Guaranty shall be effective unless it is in writing and signed by the City and by Guarantor, nor shall any waiver by City be effective except in the specific instance or matter for which it is given.

6. Attorney's Fees. In addition to the amounts guaranteed under this Guaranty, Guarantor agrees to pay actual attorney's fees and all other costs and expenses incurred by the City in enforcing this Guaranty, or in any action or proceeding arising out of or relating to this Guaranty, including any action instituted to determine the respective rights and obligations of the parties hereunder.

7. Governing Law; Jurisdiction. This Guaranty is and shall be deemed to be a contract entered into in and pursuant to the laws of the State of California and shall be governed and construed in accordance with the laws of California without regard to its conflicts of laws rules for all purposes, including, but not limited to, matters of construction, validity and performance. Guarantor agrees that any action brought by the City to enforce this Guaranty may be brought in any court of the State of California and Guarantor consents to personal jurisdiction over it by such courts. Guarantor appoints the following person as its agent for service of process in California:
_________________ (Name)
_________________(Address, City, State, Zip)
Item: 14
898

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 4 of 10

8. Severability. If any portion of this Guaranty is held to be invalid or unenforceable, such invalidity shall have no effect upon the remaining portions of this Guaranty, which shall be severable and continue in full force and effect.

9. Binding on Successors. This Guaranty shall inure to the benefit of the City and its successors and shall be binding upon Guarantor and its successors, including transferee(s) of substantially all of its assets.

10. Authority. Guarantor represents and warrants that it has the corporate power and authority to give this Guaranty, that its execution of this Guaranty has been authorized by all necessary action under its Articles of Incorporation and By-Laws, and that the person(s) signing this Guaranty on its behalf has the authority to do so. [For personal guaranty by owner omit this Section

10.]

11. Subordination. Any claims Guarantor may have against Contractor are hereby subordinated to any and all claims of the City against Contractor until such time as the obligations of Contractor to the City are fully satisfied and discharged.

12. Notices. Notice shall be given in writing, deposited in the U.S. mail, registered or certified, first class postage prepaid, addressed as follows:

To the City: City of Lake Forest
Attention: City Manager
100 Civic Center Dr.

Lake Forest, California 92630
With a copy to the City Attorney at the same address.

To Guarantor: Name
Street Address
City, State, Zip Code
The parties may change the address to which notice is to be sent by giving the other party notice of the change as provided in this Section.

IN WITNESS WHEREOF, Guarantor has executed this Guaranty on the day and year first above written.

By:

Name:

Title:

Item: 14
899

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 5 of 10
By:

Name:

Title:

Item: 14
900

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 6 of 10

LAGUNA HILLS GUARANTY

THIS GUARANTY (the "Guaranty") is given as of the ____ day of __________, 2023, by _________________ (hereafter "Guarantor"), to the CITY OF LAGUNA HILLS, a public agency (hereafter "the City").

THIS GUARANTY is made with reference to the following facts and circumstances:

E. _______________________ is a corporation organized under the laws of the State of ______________________ (“Contractor”). Guarantor is a ____________________________________________.

F. The City contemplates entering into an “Agreement for the Collection, Transportation, Processing and Diversion of Recyclable Materials, Food Scraps, Yard Trimmings, Wood, Construction and Demolition Debris and Other Materials and for the Collection, Transportation and Disposal of Municipal Solid Waste " ("Agreement") under which Contractor is to provide specified services to the City, its residents and businesses. A copy of this Agreement is attached hereto and incorporated herein by this reference.

G. It is a requirement of the Agreement, and a condition to the City's entering into the Agreement, that Guarantor guaranty Contractor's performance of the Agreement.

H. Guarantor is providing this Guaranty to induce the City to enter into the Agreement.

NOW, THEREFORE, in consideration of the foregoing, Guarantor agrees as follows:

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 7 of 10
not conditional upon the genuineness, validity, regularity or enforceability of the Agreement.

Item: 14
902

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 8 of 10
The Guarantor hereby expressly waives diligence, presentment, demand for payment or performance, protest and all notices whatsoever, including, but not limited to, notices of non-payment or non-performance, notices of protest, notices of any breach or default, and notices of acceptance of this Guaranty. If all or any portion of the obligations guaranteed hereunder are paid or performed, Guarantor's obligations hereunder shall continue and remain in full force and effect in the event that all or any part of such payment or performance is avoided or recovered directly or indirectly from the City as a preference, fraudulent transfer or otherwise, irrespective of (a) any notice of revocation given by Guarantor or Contractor prior to such avoidance or recovery, and (b) payment in full of any obligations then outstanding.

Item: 14
903

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 9 of 10
_________________ (Name)
_________________(Address, City, State, Zip)

10.]

12. Notices. Notice shall be given in writing, deposited in the U.S. mail, registered or certified, first class postage prepaid, addressed as follows:

To the City: City of Laguna Hills
Attention: City Manager
24035 El Toro Road #150
Laguna Hills, California 92653
With a copy to the City Attorney at the same address.

To Guarantor: Name
Street Address
City, State, Zip Code
The parties may change the address to which notice is to be sent by giving the other party notice of the change as provided in this Section.

IN WITNESS WHEREOF, Guarantor has executed this Guaranty on the day and year first above written.

By:

Name:

Item: 14
904

ATTACHMENT Z
Guaranty for Each City

Attachment Z Page 10 of 10
Title:

By:

Name:

Title:

Item: 14
905

ATTACHMENT AA
Minimum Required Duties of Recycling Coordinators

Attachment AA Page 1 of 5

Number of Recycling Coordinators
Pursuant to Section 8.05.H of the Agreement, Contractor shall provide two (2) full- time Recycling Coordinators for the City of Lake Forest and one (1) full -time Recycling Coordinator for the City of Laguna Hills (herein “Coordinators”) for the entire Term of the Agreement.

Summary of Duties

The Coordinator s shall provide waste reduction and R ecycling education to Residents and Businesses ; support and assist with Processing Facility characterizations described in Attachment N ; perform the on -site field Cart Contamination audits described in Attachment N; and perform quantitative analyses of the results of such characterizations and audits . The Coordinator s shall provide assistance to the City and Customers with regard to chronic complaints, persistent billing and/or payment issues and disputes, ongoing problems or issues with Diversion program implementation , outreach, Contamination of Recyclable Materials and/or Food Scraps/Green Waste , and other troubleshooting and issues as directed by the City. The Recycling Coordinators shall be responsible for completing reports to the City as required by this Agreement. The Recycling Coordinator s shall assist with developing social media posts for distribution via the City’s social media channels as a means to increase participation in, and awareness of, D iversion programs. T he Recycling Coordinators shall possess and demonstrate the following skills, judgment, maturity and experience in performing the duties described herein: (a) understand that successful resolution of complaints, billing disputes and other problems requires e xcellent listening skills, diplomacy, tact, and perseverance ; (b) utilize said skills when interacting with Residents and other members of the public, City staff and City’s agents, commercial customers, and all other Persons; (c) demonstrate enthusiasm when explaining the Diversion programs to Residents , businesses, and other Persons; (d) demonstrate empathy and understanding of Residents’ and businesses’ concerns, problems, gaps in understanding about Diversion programs and utilize creativity and inventiveness to relate information to Residents and businesses to address the issues they express; (e) take a positive, self-starting approach to proactively address potential problems and issues and to resolve such issues and problems; (f) maintain clear communication with City and City’s agents concerning all work performed.

Primary job responsibilities for the Recycling Coordinators positions are:

1. General Duties
a. Spend at least eighty percent (80%) of time in field work (out-of- office) providing: outreach to individual Residents, community associations, businesses, multi-family properties; performing on- site field Cart Contamination audits for MSW, Recyclable Materials, and Food Scrap/Green Waste as described in Attachment N; Item: 14
906

ATTACHMENT AA
Minimum Required Duties of Recycling Coordinators

Attachment AA Page 2 of 5
providing on-site inspections; photo documentation of Collection problems and subsequent resolution of problems; discussions with Contractor’s operations and Collection drivers, dispatchers, and other personnel, and Residents or Authorized Customer
Representatives (owners and managers) at Customer locations that are experiencing difficulties with Collection, billing or other issues; and other duties as needed.
b. Have an understanding of SB 1383 and all AB 939 requirements and how each relates to implementation of Diversion programs. c. Conduct quantitative analyses, including development and use of spreadsheets and databases.
d. Utilize MS Word, MS Excel, and MS PowerPoint to create and deliver professional and informative reports that satisfy the requirements in the Agreement and clearly report and track progress in Diversion programs, problems with Contamination, and pinpoint source(s) of Contamination and/or lack of Customer participation in the Diversion programs and provide and implement solutions.
e. Participate in meetings with City to develop solutions that advance the City’s Diversion objectives.
f. Perform related support duties as required by City.
g. Serve as a community resource with regard to Recycling and Diversion programs.
h. Work in a full and transparent manner with City and its agents in troubleshooting and implementing diversion programs including working on, and providing information on, Processing Facility characterizations and on-site field Cart Contamination audits and plans, materials processing, materials marketed, prices received, processing costs and challenges for sorting, processing and/or marketing recyclable materials, Compost created from Green Waste and Food Scraps, and markets for other products and by- products of the processing of Diverted materials.

2. Operational Duties
a. Make site visits and/or telephone calls to Customers that have recurring Contamination in any stream(s) (i.e. MSW, Recyclable Materials and/or Food Scraps/Green Waste) and/or overflowing Carts or Uncontainerized MSW or Divertible Materials to educate the Resident about City ordinance requirements and options for source reduction and additional Carts.
b. Conduct site visits and/or telephone calls to Customers with repeated service issues to troubleshoot.
c. Perform all of the required on-site field Cart Contamination audits and follow-up items set forth in Attachment N.
d. Monitor Diversion program participation as required by Attachment B.

Item: 14
907

ATTACHMENT AA
Minimum Required Duties of Recycling Coordinators

Attachment AA Page 3 of 5
e. Educate Customers regarding availability of Bin Sensors (either on a voluntary basis (or as mandatory if directed by City). Schedule meeting with Customer within two (2) weeks of installation of sensor and coordinate meeting(s) with Bin Sensor customer service representative and Customer for training in uses of sensor.

Schedule and attend meeting with Customer after three (3) months of sensor installation to review sensor data and determine right- sizing of Container size and frequency of Collection. Order service change(s) resulting from this analysis and evaluation if agreed to by Customer. Provide reports to the Customer on a quarterly basis that include the number of missed pickups, average fullness at time of service, number of Contamination events, and recommendations for right-sizing of Container size and frequency of Collection. f. Act as a liaison between City and operations to facilitate bin deliveries and other operational requests.
g. Delivery of internal collection containers (i.e. slim jims) to commercial accounts.
h. Attend kickoff meetings for all construction and demolition projects permitted by City, along with City staff to explain the requirements of the C&D ordinance and to develop the diversion plan for the project.
i. Train construction and demolition project managers and job superintendents on how to implement diversion of Recyclable Construction and Demolition Debris and how to comply with the City’s Construction and Demolition Debris ordinance, and provide technical assistance in developing logistics and troubleshooting.

Provide follow-up support, answer questions, monitor and report diversion results in Attachment K reports.
j. Implement and maintain the Recycling program at City Hall, the Library and all other City facilities including providing periodic training about the program and responding to questions about the program.

3. Outreach Duties
a. Assist with the door-to-door distribution of replacement kitchen pails for Residents who request them. Engage in conversations with Residents to describe the program and to answer questions. b. Conduct required annual follow-up to Customers that have rejected Recyclable Materials Carts and Collection service or Food Scrap/Green Waste Carts and Collection service or have rejected the kitchen pail. Provide reports to City regarding the results of these interactions to assist the City with potential enforcement its ordinances and to tailor additional public education and information to the concerns, questions, fears and problems expressed by Residents.

Item: 14
908

ATTACHMENT AA
Minimum Required Duties of Recycling Coordinators

Attachment AA Page 4 of 5
c. Independently schedule and conduct meetings with Authorized Customer Representatives at Commercial and Business
Establishments to secure participation in increased recycling efforts, including Food Scrap Diversion.
d. Coordinate and interface with other agencies, organizations, companies, City and City-designated consultants or other contractors regarding Edible Food donation programs for human consumption.
e. Train business and multifamily tenants and representatives on how to implement diversion of recyclables and Food Scraps, and provide technical assistance in developing logistics and troubleshooting.
f. Provide follow-up support to businesses and multi-family complexes, answer questions, and monitor and report diversion program results
g. Identify opportunities for businesses to reduce wastes and better manage unwanted discards.
h. Provide training, troubleshooting, education and answers to questions to Residential customers.
i. Assist with the writing, production, and overall execution of proposals, recycling plans for businesses and other Customers and reports.
j. Distribute the public education and outreach materials required by Attachment N and Attachment X for routes that exceed 25% contamination.
k. Assist with the development of social media postings for distribution via the City’s social media channels.
l. Assist with the development and distribution of targeted written outreach materials to Customers and community associations such as letters, flyers, brochures, infographics, etc.
m. Assist with developing webpage content regarding the Recyclable Materials and Food Scrap/Yard Trimmings Collection programs and other topics as required by SB 1383 for inclusion on Contractor’s and/or City’s website
n. Independently schedule and conduct meetings with Authorized Customer Representatives at HOAs that receive Residential Cart service and community groups to secure participation in increased recycling efforts, including Food Scrap Diversion and to reduce Contamination.
o. Train Residents regarding implementing Diversion of Recyclable Materials and Green Waste/Food Scraps and provide technical assistance in developing logistics and troubleshooting at the community association level and at individual Residences. p. Prepare public outreach and education materials as required by the Agreement.

Item: 14
909

ATTACHMENT AA
Minimum Required Duties of Recycling Coordinators

Attachment AA Page 5 of 5
q. Attend all City-sponsored special events where Recycling and/or the environment are the theme or topic. Staff a booth, tabletop or other appropriate method to disseminate educational materials, show videos and provide public information on Diversion programs, preventing Contamination, and other related topics.
r. Plan and implement Recycling programs at all City-sponsored special events to divert cardboard, glass, mixed paper, aluminum cans, plastic and other beverage containers, newspaper, Food Scraps and any other materials that can be diverted.
s. Speak and make presentations to community groups, schools, homeowners associations, and other organizations about the City’s Diversion programs.
t. After completing the steps in Attachment B Section 3.3. and the account refuses to implement a state-mandated diversion program, refer non-compliant accounts to the City for enforcement. u. Refer waiver candidates and internal programs to City for verification
v. Meet with business groups to enhance diversion programs w. Update the “red/green list” or CRM System at least weekly to show the contacts made and work performed at Commercial and
Business Premises and Multi-family Premises in City.

4. Customer Service Duties
a. Provide training, troubleshooting, education and answers to questions to Residential Customers.
b. Proactively troubleshoot and provide Customer -friendly resolutions to service, billing and other chronic or persistent problems in coordination with the City staff representative(s).
c. Proactively and quickly respond to question s, problems and issues from City staff representative and provide prompt feedback on resolution of issues.
d. Coordinate and interface with other agencies, organizations, companies, City and City -designated agents, consultants or other contractors as needed concerning Customer problems, issues or complaints.
e. Assist with implementing programs at residential properties with limited curb space,

Item: 14
910

ATTACHMENT BB

Description of Processing Facility(ies) – Stable Bedding (Include Letter Demonstrating Guaranteed Capacity and Ability to Receive Material)

(To be inserted from Proposal Form 26)
Item: 14
911

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 1 of 11

1. Allocation Methodology for Cross-Jurisdictional Residential Collection Route

For cross-jurisdictional Residential collection routes where homes are serviced in both Cities, the Contractor shall use the following allocation methodology to accurately allocate tonnage between the two cities. The allocation shall factor in City-specific densities of various material streams, as described below.

1. Calculate the average density for the following residential streams using city- specific data:

a. Lake Forest specific Residential curbside MSW lbs. per cubic yard b. Laguna Hills specific Residential curbside MSW lbs. per cubic yard c. Lake Forest specific Residential curbside Recycling lbs. per cubic yard d. Laguna Hills specific Residential curbside Recycling lbs. per cubic yard e. Lake Forest specific Residential curbside co-collected food scraps and yard trimmings lbs. per cubic yard
f. Laguna Hills specific Residential curbside co-collected food scraps and yard trimmings Recycling lbs. per cubic yard

2. To calculate the average densities for the streams shown above, prior to initiating operations, the Contractor shall complete the following analysis:
a. Calculate total monthly tonnage collected for each of the streams noted above as items 1a-1h using the data provided in the background section and appendices to the RFP or more recent data provided by the incumbent hauler.
b. Calculate number of monthly cubic yards for each of the streams noted above as items 1a-1h using the data provided in the background section and appendices to the RFP or more recent data provided by the incumbent hauler.
c. Divide the total weight collected for each of the streams noted above as items 1a-1h by the number of cubic yards collected to determine the average density on service. Sample densities are included in Table 1 below.

3. In addition to calculating the average density on service using tonnage and service data as noted above, Contractor shall also conduct a field study to weigh residential containers that are set out for service using a platform scale.

Contractor shall collect the net weight (i.e. gross weight minus container weight) for 25 containers that are over 70% full from each of the categories shown above (1a-1h) for containers on the residential routes that are targeted for cross- jurisdictional collection to identify the field weight of containers.

Item: 14
912

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 2 of 11

a. The field weight shall be divided by the volume of the container to determine the field density of the material.
i. If the 90-gal container weighed 50 lbs., the density would be calculated as follows:

1. 50 lbs./ (90 gal/ 202 gal per cubic yard) = 111 lbs. per cubic yard

4. The average of the two density values (calculated density on service identified in Step 2 above and the field-identified density described in Step 3 above) shall be used to determine the density factor for the residential sector. The average density values for each City and each stream are included as bolded values in Table 1 below.

Table 1. Average Density Values

LF LH
Calculated Field Average Calculated Field Average
MSW 95.12 100 97.56 72.51 75 73.76
Recycling 21.7 25 23.35 34.02 30 32.01
Co-collected Yard Trimmings and Food
Scraps 32.52 35 33.76 55.64 50 52.82

5. The density factor for each City for each of the streams noted above as items 1a- 1h shall be calculated by dividing the average density for each City calculated in Step 3 by the two cities’ average densities added together. The density factors calculated for the three residential streams are included in Table 2 below. An example density calculation is included below.

a. Density factor for LF MSW (using data in the table above):
i. LF average MSW density (97.56 lbs./CY) / LF average MSW density (97.56 lbs./CY) plus LH average MSW density (73.76 lbs./CY) = 57%

1. LF MSW Density Factor = 57%
b. Density factor for LH MSW (using data in the table above):
i. LH average MSW density (73.76 lbs./CY) / LH average MSW density (73.76 lbs./CY) plus LF average MSW density (97.56 lbs./CY) = 43%

1. LH MSW Density Factor = 43%

Item: 14
913

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 3 of 11

Table 2. Density Factors

Density Factor
LF LH
MSW 57% 43%
Recycling 42% 58%
Co-collected Yard Trimmings and Food Scraps 39% 61%

6. The percentage of volume collected on the route between each City shall be calculated as a percentage. For example, if the cross-jurisdictional collection route collected 267 cubic yards from Lake Forest households and 178 cubic yards from Laguna Hills households, the percentage volume allocation between the route would be 60% (267/(267+178)) Lake Forest volume and 40% (178/(178+267)) Laguna Hills volume. Complete the volume percentage allocation calculation for each cross-jurisdictional route as shown in Table 3.

Table 3. Volume Allocation for Cross-jurisdictional Routes

LF CY LH CY

LF VOLUME
%
LH
VOLUME %
MSW 267 178 60% 40%
Recycling 250 250 50% 50%
Co-collected Yard Trimmings and Food Scraps 200 300 40% 60%

7. Average the Density Factor calculated in Step 5 with the volume allocation percentage calculated in step 6 to determine the weighted-average allocation factor for each City and each stream, as shown in Table 4. a. For Lake Forest, the residential MSW weighted-average allocation factor is 58% ((57% MSW Density Factor + 60% MSW Volume Allocation) / 2 ) b. For Laguna Hills, the residential MSW weighted-average allocation factor is 42% ((43% MSW Density Factor + 40% MSW Volume Allocation) / 2 )

Table 4. Average of Density Factor and Weighted Average Allocation Percentage

LF Avg
Density
Factor +
Volume
LH Avg
Density
Factor +
Volume
MSW 58% 42%
Recycling 46% 54%
Co-collected Yard Trimmings and Food Scraps 39% 61%

Item: 14
914

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 4 of 11

8. Multiply the total tons collected on the cross-jurisdictional route by the weighted average allocation percentage calculated in Step 7 to determine the tons of MSW, recycling, and co-collected yard trimmings and food scraps collected on cross-jurisdictional routes in each City as shown in Table 5 below.

Table 5. Cross-jurisdictional Tonnage Allocation

LF Avg
Density
Factor +
Volume
LH Avg
Density
Factor +
Volume
Tons
Collected on
Cross-
jurisdictional
Route
LF
Tonnage
Allocatio
ns
LH
Tonnage
Allocations
MSW 58% 42% 10 5.8 4.2
Recycling 46% 54% 6 2.8 3.2
Co-collected Yard Trimmings and Food
Scraps 39% 61% 12 4.7 7.3

9. Prior to initiating operation, and no later than May 1, 2025, Contractor shall submit the allocation calculations shown in this Attachment CC to the City for review. The City, in its sole discretion, may require the Contractor to gather additional data from the field or perform additional analysis to further refine the allocation.

10. Contractor shall repeat Steps above 1 – 9 above annually and submit results to the City no later than May 1, 2025 and each May 1 thereafter.

11. Contractor shall provide quarterly calculations to the City showing how tonnage is allocated to each City as described in Attachment k.

Item: 14
915

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 5 of 11

2. Allocation Methodology for Cross-Jurisdictional Commercial/Multi-family Cart Collection Route

For cross-jurisdictional Commercial/Multi-family Cart collection routes where businesses are serviced using Carts in both Cities, the Contractor shall use the following allocation methodology to accurately allocate tonnage between the two cities and collection sectors (commercial and multi -family). The allocat ion shall factor in City-specific and sector-specific densities of various material streams, as desc ribed below. Note:

Allocations will not be needed for multi-jurisdictional or cross-sector materials collected in Bins since there will be on -board scales used to measure the net weight of all Bins collected.

1. Calculate the average density for the following Commercial and Multi-family Cart streams using city-specific data:

a. Lake Forest specific Commercial MSW Cart lbs. per cubic yard b. Laguna Hills specific Commercial MSW Cart lbs. per cubic yard c. Lake Forest specific Multi-family MSW Cart lbs. per cubic yard d. Laguna Hills specific Multi-family MSW Cart lbs. per cubic yard e. Lake Forest specific Commercial Recycling Cart lbs. per cubic yard f. Laguna Hills specific Commercial Recycling Cart lbs. per cubic yard g. Lake Forest specific Multi-family Recycling Cart lbs. per cubic yard h. Laguna Hills specific Multi-family Recycling Cart lbs. per cubic yard i. Lake Forest specific Commercial Food Scrap Cart lbs. per cubic yard j. Laguna Hills specific Commercial Food Scrap Cart lbs. per cubic yard k. Lake Forest specific Multi-family Food Scrap Cart lbs. per cubic yard l. Laguna Hills specific Multi-family Food Scrap Cart lbs. per cubic yard m. Lake Forest specific Commercial Yard Trimming Cart lbs. per cubic yard n. Laguna Hills specific Commercial Yard Trimming Cart lbs. per cubic yard o. Lake Forest specific Multi-family Yard Trimming Cart lbs. per cubic yard p. Laguna Hills specific Multi-family Yard Trimming Cart lbs. per cubic yard q. Lake Forest specific Commercial Co-collected Yard Trimming and Food Scrap Cart lbs. per cubic yard
r. Laguna Hills specific Commercial Co-collected Yard Trimming and Food Scrap Cart lbs. per cubic yard
s. Lake Forest specific Multi-family Co-collected Yard Trimming and Food Scrap Cart lbs. per cubic yard
t. Laguna Hills specific Multi-family Co-collected Yard Trimming and Food Scrap Cart lbs. per cubic yard

2. To calculate the average densities shown above, prior to initiating operations, the Contractor shall complete the following analysis:
a. Calculate total monthly tonnage collected for each of the streams noted above as items 1a-1t using the data provided in the background section Item: 14
916

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 6 of 11

and appendices to the RFP or more recent data provided by the incumbent hauler.
b. Calculate number of monthly cubic yards for each of the streams noted above as items 1a-1t using the data provided in the background section and appendices to the RFP or more recent data provided by the incumbent hauler.
c. Divide the total weight collected for each of the streams noted above as items 1a-1t by the number of cubic yards collected to determine the average weight density.

3. In addition to calculating the average density using tonnage and service data as noted above, Contractor shall also conduct a field study to weigh Commercial and Multi-family containers that are set out for service using a platform scale.

Contractor shall collect the net weight (i.e. gross weight minus container weight) for 5-10 containers that are over 70% full from each of the categories shown above (1a-1t) for containers on routes that are targeted for cross-jurisdictional collection to identify the field weight of containers.
a. The field weight shall be divided by the volume of the container to determine the field density of the material.
i. If the 90-gal MSW container weighed 50 lbs., the density would be calculated as follows:

1. 50 lbs. / (90 gal/ 202 gal per cubic yard) = 111 lbs. per cubic yard

4. The average of the two density values (calculated density identified in Step 2 above and the field-identified density identified in Step 3 above) shall be used to determine the density factor for the Commercial and Multi-family Cart sector. The average density values for each City and each stream are included as bolded values in Table 6 below.

Item: 14
917

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 7 of 11

Table 6. Average Density Values
LF LH Density Factor
Calculated Field Average Calculated Field Average LF LH Commercial MSW Cart 90 100 95 80 90 85 53% 47%
Multi-family MSW Cart 95 105 100 70 67 68.5 59% 41%
Commercial Recycling
Cart 20 25 22.5 15 27 21 52% 48%
Multi-family Recycling
Cart 12 15 13.5 50 28 39 26% 74%
Commercial Food
Scraps Cart 150 200 175 175 250 212.5 45% 55%
Multi-family Food
Scraps Cart 125 180 152.5 180 150 165 48% 52%
Commercial Yard
Trimmings Cart 110 105 107.5 125 100 112.5 49% 51%
Multi-family Yard
Trimmings Cart 90 80 85 80 90 85 50% 50%
Commercial Co-
collected Food Scraps
and Yard trimmings Cart 80 100 90 100 90 95 49% 51%
Multi-family Co-
collected Food Scraps
and Yard trimmings Cart 75 90 82.5 80 75 77.5 52% 48%

5. The density factor for each City for each of the streams noted above as items 1a- 1t shall be calculated by dividing the average density for each City calculated in Step 3 by the two cities’ average densities added together. The density factors calculated for the commercial and multi-family streams are included on the right column in Table 6 above. An example density calculation is included below.

a. Density factor for LF Commercial Cart MSW (using data in the table above):
i. LF average Commercial MSW density (95 lbs./CY) / (LF average MSW density (95 lbs./CY) plus LH average MSW density (85 lbs./CY)) = 53%

1. LF Commercial MSW Cart Density Factor = 53%

b. Density factor for LH Commercial Cart MSW (using data in the table above):
i. LH average Commercial Cart MSW density (85 lbs./CY) / LH average Commercial Cart MSW density (85 lbs./CY) plus LF average Commercial MSW Cart density (95 lbs./CY) = 47%

1. LH Commercial MSW Cart Density Factor = 47%

Item: 14
918

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 8 of 11

6. The percentage of Cart volume collected on the route between each City shall be calculated as a percentage. For example, if the cross-jurisdictional Commercial MSW Cart collection route collected 20 cubic yards from Lake Forest Cart accounts and 30 cubic yards from Laguna Hills cart accounts, the percentage volume allocation between the route would be 40% (20/(20+30)) Lake Forest volume and 60% (30/(30+20)) Laguna Hills volume. Complete the volume percentage allocation calculation for each cross-jurisdictional Cart route as shown in Columns B and C in Table 7.

Table 7. Volume Allocation for Cross-jurisdictional and Cross-Sector Cart Routes

A B C D E F

LF CART
VOLUME
(CY)

LH CART
VOLUME

LF CART
VOLUME
%

LH CART
VOLUME
%
LF
COM/MF
VOL
LH
COM/MF
VOL
Commercial MSW Carts 20 30 40% 60% 80% 20%
Multi-family MSW Carts 15 25 38% 63% 20% 80%
Commercial Recycling Carts 10 40 20% 80% 40% 60%
Multi-family Recycling Carts 20 32 38% 62% 60% 40%
Commercial Food Scraps Carts 15 12 56% 44% 20% 80%
Multi-family Food Scraps Carts 23 12 66% 34% 80% 20%
Commercial Yard Trimmings Carts 5 4 56% 44% 50% 50%
Multi-family Yard Trimmings Carts 8 12 40% 60% 50% 50%
Commercial Co-collected Food
Scraps and Yard trimmings Carts 9 11 45% 55% 55% 35%
Multi-family Co-collected Food
Scraps and Yard trimmings Carts 11 9 55% 45% 45% 65%

7. Calculate the sector allocation for Cart service between Commercial and Multi- family volumes for each City and Stream.
a. For example, if there were 10 cubic yards of MSW cart service in LF and 8 cubic yards were from Commercial Cart Customers and 2 cubic yards were from Multi-family Cart customers, the sector allocation would be 80% Commercial and 20% Multi-family. These sector volume values are shown in columns E and F of Table 7 above.

8. Average the Density Factor calculated in Step 5 with the volume allocation percentage calculated in step 6 to determine the weighted-average allocation factor for each City and each stream, as shown in Table 8. a. For Lake Forest, the Commercial Cart MSW weighted-average allocation factor is 46% ((53% Commercial MSW Cart Density Factor + 40% Commercial MSW Cart Volume Allocation) / 2 )
b. For Laguna Hills, the Commercial MSW Cart weighted-average allocation factor is 54% ((47% MSW Density Factor + 60% MSW Volume Allocation) / 2 )
Item: 14
919

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 9 of 11

Table 8 Average of Density Factor and Weighted Average Allocation Percentage

LF Avg
Density
Factor +
Volume
LH Avg
Density
Factor +
Volume
Commercial MSW Cart 46% 54%
Multi-family MSW Cart 48% 52%
Commercial Recycling Cart 36% 64%
Multi-family Recycling Cart 32% 68%
Commercial Food Scraps Cart 50% 50%
Multi-family Food Scraps Cart 57% 43%
Commercial Yard Trimmings Cart 52% 48%
Multi-family Yard Trimmings Cart 45% 55%
Commercial Co-collected Food Scraps and
Yard trimmings Cart 47% 53%
Multi-family Co-collected Food Scraps and
Yard trimmings Cart 53% 47%

9. Multiply the total tons collected on the cross-jurisdictional route by the sector allocation calculated in Step 7 by the weighted average allocation percentage calculated in Step 8 to determine the amount of tons of each commodity collected on cross-jurisdictional and cross-sector routes in each City as shown in Table 9 below. Note: Cart-specific tonnage collected on each route may be calculated by subtracting the total load weight for the route minus the aggregate weights of materials collected in bins measured using on-board scales. a. If 4 tons of Cart-collected MSW were collected on a cross-jurisdictional route that also mixed sectors (Commercial and Multi-family), the following calculations would apply:
i. To calculate LF Commercial MSW Cart tonnage, multiply the 4 tons of Cart-collected materials for the entire route by the 80% Commercial sector allocation and by the 46% weighted average allocation percentage to obtain 1.49 tons.
ii. To calculate LF Multi-family MSW Cart tonnage, multiply the 4 tons of Cart-collected materials for the entire route by the 20% Multi-family sector allocation and by the 48% weighted average allocation percentage to obtain 0.39 tons.
iii. To calculate LH Commercial MSW Cart tonnage, multiply the 4 tons of Cart-collected materials for the entire route by the 20% Commercial sector allocation and by the 54% weighted average allocation percentage to obtain 0.43 tons.

Item: 14
920

ATTACHMENT CC
Allocation Methodology for Multi-Jurisdictional Residential Routes and Cross-Sector Cart Collection

Attachment CC Page 10 of 11

iv. To calculate LH Multi-family MSW Cart tonnage, multiply the 4 tons of Cart-collected materials for the entire route by the 80% Multi- family sector allocation and by the 52% weighted average allocation percentage to obtain 1.66 tons.
v. Due to the application of several percentages to the Cart-collected tonnage value, summing the four allocated weights may not add up to exactly the original Cart-collected tonnage amount. Contractor may round to the nearest tenth of a ton to achieve mass conservation between the four allocations. Any rounding or calculations to achieve mass balance must be noted in the Contractors’ allocation report to the City.

Table 9. Cross-jurisdictional Tonnage Allocation

LF Avg
Density
Factor +
Volume
LF Com VS
MF
Allocation
LH Avg
Density
Factor +
Volume
LH Com vs
MF
Allocation
Cart Tons
Collected on
Cross-
jurisdictional
Route
LF Tonnage
Allocations
LH Tonnage
Allocations
Commercial
MSW Cart 46% 80% 54% 20% 4.00 1.49 0.43 Multi-family
MSW Cart 48% 20% 52% 80% 0.39 1.66
Commercial
Recycling Cart 36% 40% 64% 60% 2.00 0.29 0.8 Multi-family
Recycling Cart 32% 60% 68% 40% 0.39 0.5 Commercial
Food Scraps
Cart 50% 20% 50% 80% 5.00 0.50 2.0 Multi-family
Food Scraps
Cart 57% 80% 43% 20% 2.27 0.4
Commercial
Yard Trimmings
Cart 52% 50% 48% 50% 3.00 0.78 0.7 Multi-family
Yard Trimmings
Cart 45% 50% 55% 50% 0.68 0.8
Commercial Co-
collected Food
Scraps and Yard
trimmings Cart 47% 55% 53% 35% 3.50 0.90 0.7 Multi-family Co-
collected Food
Scraps and Yard
trimmings Cart 53% 45% 47% 65% 0.84 1.1

10. Prior to initiating operation, and no later than May 1, 2025, Contractor shall submit the allocation calculations shown in this Attachment CC to the City for review. The City, in its sole discretion, may require the Contractor to gather Item: 14
921

ATTACHMENT DD

Use of On-board Scales to Accurately Report Tonnage Collected on Commercial and Multi-family Cross-jurisdictional Routes

(To be inserted from Proposal Form 30)
Item: 14
922

ATTACHMENT EE-1
List of City Facilities – City of Lake Forest

Attachment EE-1 Page 1 of 1

Lake Forest City Facilities - Current Services:

Name Street# Street Suffix City
# of
bins
Size
of
Bins Bin Type
Pick-
ups per
Week

CITY OF LAKE

FOREST - SPL EVNT

SPECIAL
EVENTS
ACCT
LAKE
FOREST 1
40 yard Recycling On-call

CITY OF LAKE

FOREST - SPL EVNT

SPECIAL
EVENTS
ACCT
LAKE
FOREST 1
40 yard Recycling On-call

CITY OF LAKE
FOREST 28000 RANCHO PKWY
LAKE
FOREST 4
3-
yard Trash Bin 3

CITY OF LAKE
FOREST 28000 RANCHO PKWY
LAKE
FOREST 2
3-
yard
Recycling
Bin 2

CITY OF LAKE
FOREST CIVIC CTR 100
CIVIC

CENTER DR
LAKE
FOREST 3
35-
gal
Food
Scrap
Cart 1

CITY OF LAKE
FOREST CIVIC CTR 100
CIVIC

CENTER DR
LAKE
FOREST 2
3-
yard Trash Bin 3

CITY OF LAKE
FOREST CIVIC CTR 100
CIVIC

CENTER DR
LAKE
FOREST 1
3-
yard Trash Bin 2

CITY OF LAKE
FOREST CIVIC CTR 100
CIVIC

CENTER DR
LAKE
FOREST 3
3-
yard RM 1

Item: 14
923

ATTACHMENT EE-2
List of City Facilities – City of Laguna Hills

Attachment EE-2 Page 1 of 1

Laguna Hills City Facilities - Current Services:

Name Street# Street Suffix City
# of
bins
Size
of
Bins Bin Type
Pick-
ups per
Week

CITY OF
LAGUNA HILLS 24033
EL

TORO RD
LAGUNA
HILLS 1
3-
yard Recycling 5

CITY OF
LAGUNA HILLS 24033
EL

TORO RD
LAGUNA
HILLS 3
90-
gal Trash 1

CITY OF
LAGUNA HILLS 25555 ALICIA PKWY
LAGUNA
HILLS 1
3-
yard MSW 5

CITY OF
LAGUNA HILLS 25555 ALICIA PKWY
LAGUNA
HILLS 2
4-
yard MSW 5

CITY OF
LAGUNA HILLS 25555 ALICIA PKWY
LAGUNA
HILLS 2
60-
gal
Food
Scraps 1

CITY OF
LAGUNA HILLS 25555 ALICIA PKWY
LAGUNA
HILLS 2
3-
yard Recycling 3

Item: 14
924

ATTACHMENT GG

Kitchen Food Scrap Container

(To be inserted from Proposal Form 23)
Item: 14
925

ATTACHMENT HH

Commercial Internal Food Scrap Container

(To be inserted from Proposal Form 24)
Item: 14
926

ATTACHMENT JJ
Self-Certification Form for Yard Trimmings Recycling

Attachment JJ Page 1 of 1

Property Name:

Business Address:

Management Address:

Contact/Title:

Contact Phone: E-mail:

Instructions: Please confirm that the information provided in previous years is still correct. Please use the subsequent fields to explain any changes. This will be used to report your property’s compliance status to the State and thus all information must be accurate and reflective of the activities happening on-site. Please complete and return this form by December 31, 2025. All fields below are required to complete.

It was previously reported by the hauler that your property’s landscapers take Yard Trimmings. Please answer the following questions to help the City understand how your property disposes of Yard Trimmings.

Yard Trimmings materials being recycled include (check all that apply):
____ Wood waste
____ Grass clippings/leaves/weeds
____ None/Other - please explain: ___________________________________________________ ___________________________________________________________________________

Our property currently recycles and/or disposes of Yard Trimmings as described:
____ On-site processing through chipping or composting, and re-use on site ____ Self-haul; we deliver Yard Trimmings to a compost, recycling or agricultural facility directly ____ Our landscape maintenance contractor delivers Yard Trimmings to a compost or recycling facility ____ Our Yard Trimmings is collected by the hauler.
____ None/Other - please describe: ___________________________________________________ ___________________________________________________________________________ Green/wood waste is collected by the following haulers/landscapers :

1. _____________________________________________________________________________ Business Name City Phone #

2. _____________________________________________________________________________ Business Name City Phone #

Yard Trimmings is taken to the following locations for recycling or disposal (Must include):

3. ____________________________________________________________________________ Business Name City Phone #

4. ____________________________________________________________________________ Business Name City Phone #

Signature of person filling out this form Date

Item: 14
927

ATTACHMENT KK

Proposers Plan to Comply with California Air Resources Board Advanced Clean Fleets Program during Term of the Agreement

(To be inserted from Proposal Form 32)
Item: 14
928

ATTACHMENT LL
City of Laguna Hills Bus Shelter and Bench Locations

Attachment LL Page 1 of 2

City of Laguna Hills Bus Shelter and Bench Locations

(55) Bus Bench Locations
(56) Benches & trash receptacles

Alicia Parkway

1. 200 feet w/o Hon Ave.

2. 120 feet w/o Costeau St.

3. 120 feet w/o Wilkes Place

4. 220 feet w/o Paseo de Valencia

5. 750 feet w/o Via Lomas

6. 1960 feet w/o Via Lomas

7. 950 feet e/o Ramona

8. 100 feet e/o Aliso Hills

9. 200 feet e/o Paseo de Valencia

10. 120 feet e/o Wilkes Place

11. 120 feet e/o Costeau Street

Avenida de la Carlota

1. 200 feet s/o El Toro Road Cabot Road

Cabot Road

1. 3000 feet s/o La Paz Road

2. 120 feet s/o Nellie Gail Road

3. 2250 feet s/o Nellie Gail Road

4. 120 feet s/o Hitching Rail Road

5. 2000 feet n/o Paseo de Valencia

El Toro Road

1. 200 feet e/o Paseo de Valencia (three benches and thee trash receptacles)

La Paz Road

1. 120 feet e/o Paseo de Valencia

2. 150 feet e/o McIntyre Street

3. 120 feet w/o McIntyre Street

Item: 14
929

Attachment LL Page 2 of 2

Laguna Hills Drive

1. 200 feet w/o Paseo de Valencia

Moulton Parkway

1. 150 feet s/o Lake Forest Dr.

2. 120 feet s/o Ridge Route Dr.

3. 120 feet s/o Glenwood Dr.

4. 1400 feet s/o Aliso Viejo Pkwy

5. 150 feet s/o Via Lomas

6. 200 feet s/o Alicia Parkway

7. 330 feet s/o Louisa

8. 200 feet s/o La Paz Road

9. 120 feet n/o Oso Parkway

10. 120 feet n/o La Paz Road

11. 120 feet n/o Mandeville

12. 250 feet n/o Alicia Parkway

13. 120 feet n/o Laguna Hills Dr.

14. 120 feet n/o Indian Hill Ln.

15.120 feet n/o Indian Creek Ln.

16.120 feet n/o Ridge Route Dr.

17.120 feet n/o El Pacifico

Paseo de Valencia

1. 140 feet s/o El Toro Road

2. 120 feet s/o Calle de la Plata

3. 1750 feet s/o Calle de la Plata

4. 3385 feet s/o Via Estrada

5. 200 feet s/o Laguna Hills Dr.

6. 120 feet s/o Alicia Pkwy

7. 120 feet s/o Alisal Avenue

8. 120 feet s/o La Paz Rd.

9. 120 feet n/o La Paz Rd.

10. 200 feet n/o Ericson

11. 200 feet n/o Velasquez

12. 120 feet n/o Hillary Lane

13. 120 feet n/o Alicia Parkway

14. 120 feet n/o Stockport Street

15. 120 feet n/o Beckenham Street

16. 120 feet n/o Los Alisos Boulevard

17. 120 feet n/o Calle de la Plata

Item: 14
930

ATTACHMENT MM - Map of Lake Forest Saguaro Ave and Alley Sweeps Item: 14
931

Item: 14
932

ATTACHMENT NN-1
City of Lake Forest Projected New Developments

Attachment NN-1 Page 1 of 1

The following development projects are anticipated to occur in the City of Lake Forest:

Projects with approved entitlements as of 10/1/23:

• The Meadows Residential Community – total of 541 single-family residences and 65 unit senior housing apartment project. Currently under construction. Estimated completion:
2024
• The Oaks Residential Community (Northeast) – Total of 223 single -family residences.

Currently under construction. Estimated completion: 2024. • Ascension Cemetery (24754 Trabuco Road). Expansion of Ascension Cemetery to include new burial areas and new 5,428 sf maintenance building. Estimated completion: 2024 • New Industrial building (25121 Arctic Ocean) - New 12,500 sg industrial building.

Estimated completion unknown. Project paused.
• Kingdom Hall Expansion (23016 and 23071 El Toro Road) Construction of two new religious facility buildings for a total of 6,624 sf. Estimated completion: 2024.

Projects under entitlement (not approved and no estimated date for completion) as of 10/1/23:

• 26200 Enterprise Way. Proposal for demolition of existing 144,906 s building and construction of new 165,803 sf industrial building
• 26220-26160 Enterprise Way. Proposal for demolition of 3 existing office buildings and reconstruction of a new 164,300 sg industrial building to accommodate multiple tenants. • 26250 Enterprise Way. Proposal for demolition of a 76,978 sf two-story office building and construction of a 77,000 sf industrial building.
• 25650 Baffin Bay Drive. Proposal for expansion of an existing Extra Space Storage self storage facility. Includes construction of a new 90,621 sf thee story self storage building. • 29865 Canada Road. Proposal to rehabilitate one existing single -family residence to be used for a tree service’s administrative functions and remove a second residence and structures related to animal keeping; create parking areas for tree service vehicles and equipment and create concrete drying pad for wood chips. Add new 2,475 sf shade structure.

Item: 14
933

ATTACHMENT NN-2
City of Laguna Hills Projected New Developments

Attachment NN-2 Page 1 of 2

The following new development projects are anticipated to occur in the City of Laguna Hills:

Village at Laguna Hills:

The Village at Laguna Hills Project is a mixed -use urban village redevelopment project that will be located at 24100 Laguna Hills Mall (site of the former Laguna Hills Mall).

Construction is anticipated to commence in May 2024 and is expected to continue beyond the initial 8 -year Term of the Franchise Agreement. This approved Project includes a combination of high -density residential, retail, office, lodging, entertainment, and open space and recreation uses. Project implementation involves the following: demolition of the existing and remaining mall building, a few free -standing building pads, and various hardscape improvements; development of approximately 225,000 square feet of new retail building space to accommodate retail, services, restaurants, a health club, and a 50,000 square -foot, 1,200 -seat theater; development of five multi -story residential buildings ( one mixed -use retail/ residential building and four residential buildings) containing a total of up to 1,500 dwelling units and associated structured parking wrapped into the buildings; development of four, four -story commercial office buildings totaling approximately 465,000 square feet; development of a 100–150 room, five-story boutique hotel with ground -level retail space; development of a centralized Village Park; development of numerous vehicular access, circulation and parking improvements, including new driveways, private streets and drive aisles, parking lots/areas, and parking spaces along key streets; reconfiguration and enhancement of existing parking areas to remain; development of various site improvements that include the renovation of existing landscape areas and installation of new landscaping and pedestrian walkways and paths throughout the Subject Property; and removal, replacement and/or construction of utility systems necessary to support the Project.

The Village at Laguna Hills Mixed Use Project will involve the following development activities:

• Demolition of the remaining mall building and certain free -standing building pads that formerly housed the Sears auto repair center, and the existing Nordstrom Rack (which will be relocated on site), Just Tires, and Firestone buildings. The free-standing building pads housing BJ’s Restaurant and Brew House, In -N-Out, and King’s Fish House will remain. Demolition of various hardscape improvements and removal of landscaping throughout the Subject Property will be required.

• Development of up to approximately 225,000 square feet of new retail building area for a total of up to 250,000 square feet of retail at full Project buildout. The retail uses will be provided in key locations throughout the Subject Property, including fre e-standing building pads along the Subject Property boundary, internally as anchor buildings, or integrated into hotel and residential buildings establishing vertical mixed -use project components. The anticipated retail uses Item: 14
934

ATTACHMENT NN-2
City of Laguna Hills Projected New Developments

Attachment NN-2 Page 2 of 2

consist of retail, services, restaurants, a health club, and a 50,000 square - foot/1,200-seat multi-screen movie theater. The total retail square footage includes retaining the existing BJ’s Brewhouse, Kings Fish House, and In -n-Out restaurants.

• Development of up to five multi -story residential buildings (one mixed -use retail/ residential building and four residential buildings), increasing the previously approved 988 dwelling units to a total of up to 1,500 dwelling units, and associated structured parking.

• Development of up to four, four -story commercial office buildings totaling up to 465,000 square feet.

• Development of a 100 -150-room upscale boutique, five -story hotel with ground - level retail space.

• Development of a +/- 2.6-acre centralized Village Park that will be privately owned, operated and maintained, but open to the public and Project residents, workers, and visitors. The Village Park will include a number of passive and active open space and r ecreation uses/areas, and various hardscape and landscape improvements.

• Development of numerous vehicular access, circulation and parking improvements, including new driveways, private streets and drive aisles, parking lots/areas, and parking spaces along key internal private streets. Proposed parking facilities also include t wo parking structures to be shared by the retail and office uses; a 5-story, 745-stall structure and a 4-story, 937-stall structure.

• Development of various site improvements that include installation of over 11 acres of new landscaping and nearly 6.5 miles of sidewalks and pedestrian walkways/paths throughout the Project.

• Subdivision of the Subject Property from 13 lots (existing) to 16 lots (proposed) to allow for the mix of uses and improvements.

• Removal, relocation, replacement and/or construction of new utility systems (water, sewer, storm drain, and other public utilities) necessary to support the Project.

For more information regarding this Project, a copy of the Village at Laguna Hills Mixed Use Project Development Agreement between the City of Laguna Hills and MGP Fund X Laguna Hills, LLC (Ordinance No. 2022 -1; adopted March 22, 2022) is available for review from the Laguna Hills City Clerk upon request.

Item: 14
935

ATTACHMENT OO

Proposed Customer Service System

(To be inserted from Proposal Form 28)
Item: 14
936

Privileged and Confidential Attorney-Client Communication & Attorney Work Product

118
7 APPENDICES TO REQUEST FOR PROPOSALS

Please follow the links below to view these appendices. In the version of the RFP that will be distributed to proposers, Appendices will be uploaded into the Cities’ online procurement portal for easier access and file management.

• Appendix 1 includes detailed monthly tonnage reports submitted by CR&R on its MSW collection and the diversion programs that were in place during 2022 for both of the Cities.
o https://bit.ly/LFLHAppendix1
• Appendix 2 contains CR&R’s 2022 Annual Reports for both of the Cities. o https://bit.ly/LFLHAppendix2AR
• Appendix 3 includes the Cities’ CalRecycle Annual Reports for 2022 that further describe all of the existing diversion programs for the Cities. o https://bit.ly/LFLHAppendix3
• Appendix 4 includes the regulatory requirements of AB 1669. o https://bit.ly/LFLHAppendix4
• Appendix 5 includes commercial listings for both of the Cities. o https://bit.ly/LFLHAppendix5
• Appendix 6 includes a listing of residential accounts and their existing service levels provided by CR&R for both of the Cities.
o https://bit.ly/LFLHAppendix6
• Appendix 7 includes the bus shelter maps for both of the Cities. o https://bit.ly/LFLHAppendix7
• Appendix 8 includes the current franchise agreements for both of the Cities. o https://bit.ly/LFLHAppendix8
• Appendix 9 includes detailed maps of multi -family enclosure locations and inventories in both of the Cities.
o https://bit.ly/LFLHAppendix9

Item: 14
937

Lake Forest City CouncilNovember 7, 2023

Lake Forest City Council
November 7, 2023